Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Vail Village Filing 5 Block 5A Lot P3 Founders Garage.PDF
� --- - , r --------.___. ' STAIR 2 Occupant Load: 3� STAIR 1 _ STAIR 2 , �.t�, �� ��:���\ ' Door Exit Width Req'd: 5.25" Occupant Load: 36 STAIR 1 � Occupant Load: 43 ,- �ae�;, �'��.�` Door Exit Width Prov'd: 33" Door Exit Width Req'd: 5.4� Occupant Load: 43 -� '�' Door Exit Width Prov'd: 33" Door Exit Width Req'd: 6.45" �a[�.����� * �• �k 1 V dw"d air Width Req'd: 7" Door Exit Width Prov'd: 33" Door Exit Width Req'd: 6.45" �A, Stair Width Req'd: 7.2" ,, ���o�,���,� , Stair Width Prov'd: 44" Q S t air Wi d t h Req'd• g,g" D o o r E x i t �d t h P r o v'd: 3 3" � ; ��^� � t S t a i r Wi d t h Prov'd: 44" ' Stoir Width Req'd: g,6" �. `�=.�=:.a�, �� Stair �dth Prov'd: 44" � Stair Width Prov'd: 44" ��. t�� ��, ��' , .�� �a.. � �`�� � �� ������ -;�:"�e`���'� _ � , �. i , u��ix,.e+:�".Y`-r �� � / _ � - �� � � �� � . �. � _ � � . ��� � � Travel Distance=104' ` � (<400') O � � � o 0 � � � � Q � - � � � . , — � , - � � { � � � � � ► �, � � � � � _ ��� � - � � � o / '� � � 1 0 I � ' , Travel Distance=138' S_ � (<400') ;� N ` ` �Trovel Distanc 07 � ' ;� .�;r � (<400' � ` r' 1 ,.� / ` � _ � , , `a 1 , , r� ' � -� N ������ � ^ a � { rt � � ` � ( � � r �� � ��F � � - � .. � , o � � F—� � ' �. ; � F....� I---� � � � � � , � I � � Travel Distance=123' � � (<400') , �I ' i � � � - . PARKING LEVEL 3 � - S- 1 , i - ccupancy Type: S2 PARKING LEVEL 1 . UWNER/DEVELOPER Occupancy Load Factor: 200 SQ. �./OCC. Occupancy Type: g2 � VAIL RESORTS Total Sq. Footage: 14,341 SQ. FT. S— 1 ' _ Occupancy Load Factor: 20o SQ. �./OCC. DEVEL�PMENT Occupant Load 71 OCC. Total Sq. Footage: 16,940 SQ. FT. 2 Exits Req'd COMPANY Occupant Load 85 OCC. 2 Exits Req'd AVON, COLORADO i ` ARCHITECT . . � � � 42�40 - _ 4 GARAGE EXITING PLAN — LEVEL 3 ARCHITECTURE 2 GARAGE EXITING PLAN — LEVEL 1 Denoer, Colorado 56 AFP78 MONROE devNERELL ENGIIdEERS. IIdC AVON, COLORADO STAIR 2 STAIR 2 ess c�oxsv%Ta�t�rs, nvc STAIR 1 nE�, cor.osano Occupant Load: 43 Occupant Load: 43 ���E � Occupant Load: 43 STAIR 1 �xx assocra�s� Door Exit Width Req'd: 6.45" Door Exit Width Req'd: 6.45„ DENYER, cor.oxano Door Exit Width Prov'd: 33" Door Exit Width Req'd: 6.45" Door Exit Width Prov'd: 33" Occupant Load: 43 & Door Exit Width Prov'd: 33n SHERRY DORI►ARD Stair Width Req'd: g.6" Stair Width Req'd: g,g" Door Exit Width Req'd: 6.45" anu.. cowxAno Stair Width Prov'd: 44" Stair Width Req'd: 8.6" Stair Width Prov'd: 44" Door Exit Width Prov'd: 33n CIVII. ENGINEER dc SUg{TEyOR Stair Width Prov'd: 44" Stair Width Req'd: g 6" 2'�AK LANND CONSUI.TANTS, nvc. VAII, COIARADO �� Stair Width Prov'd: 44" , PRO,lECT N0: 20830.01 � ISSUE �SSUE ISSUE ,, N0. DATE DESCRIPTION 8.25.0 DD PRICING ��— � � ——_ — 9.15.03 FINAL DD ' - VA�� — 10.31.03 ISSUE FOR GMP e �� 01 1.06.04 ISSJE FOR CONSTR. , � 2.06.04 ADDENDA N0. 1 1 QOD 4.05.04 �SSUED FOR FINA _ 1 S— � � . o° � � �o `' , ` D a � i � , 1 �' ,� ° � � � � � ��`.. o0 . � r � ��`, � �'�j � 1 ��� �� , _ 04° S— � �Travel Distanc 07' � L i , , (<400') � o0 o � � - � �c � 1 � �� , 23 Occ. from� ' , � lower level ' ' _ '�\\` + , � '� � GOBg CRBBS D$IVB� R� ����� ' I� �--Travel Distance=138' a�ly�� - (<400') . 4 Qt� � � ��� a�C�a 4 p i� _ �a p�Q � � � a _ � a0� � � � S— � %�f Vail Park & Garage � at Lots P-3 & J � S- 1 PARKING LEVEL 2 LOTS P-3 & J Occupancy Type: S2 Occupancy Load Factor: 200 SQ. FT./OCC. GARAGE Total Sq. Footage: 17,287 SQ. FT. ^ EXITING _ Occupant Load 86 OCC. �T 4 2 Exits Req'd Iv nT �TTS r Lfiiv - 3 GARAGE EXITING PLAN — LEVEL 2 "� ,�66 - SITE EXITING PLAN — n 1 �2 PARK LEVEL � O 3 V SCALE: 1/16" — 1'-0" i �_ _ �"� � � _� � � • -��� ENGINEERING .1= � �W���.�,� - ,o.o ,.F oF 4M csoo, cu►ss ,so UNDERDRAIN NOTES � P�.(�)4�2�3BF��sa38 EXTENDEO THROUGH FOOl1NG �9, (nrn. FOR ALL TEES THROUGH FOOIINGS) 1. THIS DESIGN IS IN ACCORDANCE WITH THE PERMANENT DEWATERING ANALYSIS PERFORMED BY JEHN WATER CONSULTANTS, INC. THE DEWATERING SYSTEM 1S DESIGNED UNDER THE ALL 4" PViC PIPE TO BE PERFORATED I T 1 0 P ELEVATION WATER MODELING PARAMETERS AND FLOW RATES PROVIDED BY JEHN WATER CONSULTANTS. acc�T � �o.o' sEC�noNS oF csoo. is s�as.so. TM�E is A 4s . Pvc INC. (REFERENCE JWC, INC. WATER ANALYSIS MEMO) CLASS 150 SOL1D PIPE NDERNEATH i'HE 12' WITFI A IN 25.3• � MP ELEVA'I10N OF 8i46.4o 2. ALL UNDERDRAIN ELEVATIONS SHOWN ON THIS PLAN USE 7HE SAME BENCHM RK AS THE wv$'-r�E STRUCTURAL PLANS. � " ALL INVERT ELEVATIONS ' ` ' FoR suMP 3 ALL 4" PERF�RATED PVC PIPE TO BE RIGID SDR-35 � � 27.6' EQU l, 8146.40 L ^�` PR VIDE 10.0' oF c 81�•ao 4. ALL 4" SOUD PIPE TO BE C900� CLASS 150 ,� � POR DRAI BOARD ~ INV TEE 4 J J �ECTION (TYP.) ``�- �` l � � � � RE MECHANICAL PLANS FOR DEWATERIN 5. ALL 12" SOUD PIPE TO BE RIGID SDR-35 I� � �NV0.5�0 32.4' VAULT SPECIFlCATIONS �° J�4 PlP� LENGTH INCLUDES ' �� � ' � � � � M 1�i 10. ' C900 PIPE (TYP.) Q �` -�.,. � 10 0 5 10 20 U�' O � ���' ���� + � �� � RE STRUCTURAL PLANS FOR ALL W ' ' • �� f 1 ..1irr � � F00?iNG AND TOP OF 5LA6 ELEVATIONS �T � �� �- � � 45.0 ���°' 1 � � N �_ . � / 1 �` 0 q AL SCALE: 1 10 814$.00 �� � 28 y, � �~ � � � � f ��v ! ! � �� � p RE�, � INV TEE 21.4•,���. � ~.. ` -� .1�+�„ � 4 P�� °'-•�- ,� � � � � � ja � ---_ .� a� LEGEND .��QN A. ,;��� �, � ' :o � • _�� � 3T -,--� � 45.0' � � � d s � �.1 1 � � � . � ��~ ?.��.�8 g ���o � �~1� `� s � �2 .� � .._.- x 824 NV INVERT OF PIPE �.• �5756 21.4 � O�� L\ j --�. �� .� 0 5.•-- �---� 815200 � • •i� �"� ,'4*� C� �.. � � � I"'i �, .._-�pVC INV TEE . p,�+ '��d � � � 1°�� ` �_ 1. � .oL� �-,� ` � 1 r s��' 32'9~4 � ------- UNDERDRAIN PIPE (SEE PLAN FOR SIZE AND TYPE) �ss/OJ�A1.�� o� � ��. ��� 26, 0 `� ..+ f 1 8147.41 � � � �Q ----- '�"'. .�--- � ,. � st 4s.� 2� c ��-` �iQ � ��-�~ �N�9� / ^1��. � � -•-- FtOW DIRECTION ARROW � �.�, / 4 INV� �� �� .� � �•�, � y,!2 21.4' `� --� � st4s.s5 � ~ �= �- 9 1-� � 26 5�i� � I°' 249NV l ��� UNDERDRAtN CLEANOUT » /.1�+ 8146.77 -�,� 2 P� o� .� � 8148.00 ��•�� 3 g g„ 4 INV /�,� Q 4" INV � � � '-�.._ V � �'� INV TEE 30�'��- �45.0' /��'0°I� � � `"� e Ia � � � ' � �4� PVC' ����� 51' �� � f 0 � . �� 81�.63 � 68.5' � -�,� ��� ` � ` ' ;.. �49.08 �_- � � `_ �2 �.---- -�2" w � , ,r. --^--- '_ �� 1, �i� '12' INV �� y �`` -.✓1 �,�, � � - " '��I�.� � ��__ _.�--- -� , � E-' � �46.93 � . f f r f � �� ��..� _'.g'^.4" pVC �7�� �' �+ / �N � t f ff I f 8148�8 A ��.• 34 �n n� , �E �r� � . 1"� � / � A 1 4 IN � � V 1 32.3 / a� G � � � � � 8150.33 �I n / � �.�, � _.., � �z iHV � r� -,�cHi�cTURat.s Fat ' Fa � a /� `�--. � � � � ,J � WATERPROOFlNG DE9GN /� t l� 8152.54 �- .,�� 1 8150.53 � � I �"�� 1.0� - 8147.29 � x12 INV R.8�,4f/.16 I -.� � l� _,;� --a1`1z' iNV r - --' + 4" INV�� f � �� 4 �� `" .'�--- 1 ,� x�-.�'-- 24.3',..4 PVC , �"""� 31.T � . . � ,.,.,,,,, "�--. 8151.27 .�-�- � � .- , . • _ , , � � � � '�` -�-�� �/ �` � �l 4 INV � � � j � .; ' : • ��4' : *� � � ��,..�- t I • � - . ' ' • ' � `� � � `� `� « � � I � � �� •--' a :, � � � • `� y��/ Q, � \ � .a�il � C RE ARCHITECTURALS POR DRAIN �//� � �` �. � cr� �.s --'-� BOARD DESIGN EXCEPT FOR 'tHE I� � � �p / � � � �j �' BOTf01►1 20' t ry°� ? � � ` ----- N � t.4 � $152.00 �I �, � f \ 8152.24 � �-- �"" -o� � ,,,.,�-','N�p� INV TEE I /� / / 1 �2" INV � � < �.►.�-' 34.3 4 t / V f / � � 12511NV � �� 223' 8154 / � f % 8i���0�, � � ____ � CQNNECT 't1iE 801'T�OM 20' OF �� OIPNER/DEVELOPE�t �NV � � �?�� � r � �r+oTa--oa�un�' �ro TME u�uN � VAIL RESORTS � , �. ,�`� , A �� �o� , ,� ,,� \ ° j i � r ..A --� , �) DEVELOPMENT � � �Q '`. �` I � 22s COMPANY � ��� � � ' � I! RE: STRUC7URAL FOR EXPANSION �p � � � � JOINT DETAIL OVER PIPE THROUGH ADON. COLORADO � � �ry� `�x251INV J .� { 45.0� BO'ITOM 20' TO BE At�7tIC/W �I F00'i1NG , / ` / � ♦ � � �-- � � 151.49 1rIC1C"TOTAL-ORAIN DR/UN 29.8 � V � � �` �12 INV � _ APPROVED BY T�HE ENqNE02 �C�E� 8,56.� ' �� � �.Q . .� � 42�40 , � INV TEE � f\, � '� .�'1• S�,� � � 2.���,r ���� 8153.00 B � v , ,� �� __ . s� � F� �� �,� INSTALL SOLID C900, cx�►ss �so ARCHlTECTURE � � -"�' 31.0^�� PVC � INV TEE PIPE FROM DRAIN BOARD 'IEE dh QG q.4;Q 96 ^ � 'o` -.� � � � 1.�� �'�/ c Deaver. Colorado . � \ h��e'� � � 14 2'^�� w PVC 8151.61� 8151i 55 � �� CONNEC110N THROUGH FOOTING AT ��L�� LEAST 3' BEYONQ FOOTING EDGE /� � 8151.75 12 INV 2" NV ` Y�B & �� � /�1.°' � 12' INV / � 21.0' 1. THE FOOmNG MALL BE POUR@ DIREG'71Y OVER THE 4` PVC UNDERDRAIN. svox, wLOSeDo . _ � � / / 45.0' � � SEE DhTA� FOR PIPE SPECIFiCATiONS AND LOCATION. THE 'fEE INVERT" �' � � � j � 6151.68 � /'�"� '� �M�A t�0� E��. '�E 80�1T�M OF FOOTiNG ElEVATION AT ALL �. nrC 28.0' / J � 12' INV � "� J �ex�c�a a�c�r f / 2. THE 4' P'NC UNDERDRAIN TEES DIRECRY TO THE '70TAL.-DRAIN" PERIMETER �� BRANCH $ � / � ���Q G � .P� � ! DRIUN BQARD THE BaTTOM 2.0' OF "TOifAL-ORAIN' WILL CONNECf TO '�HE D�va.�w�no M� F� ��4. � _ �� � '� N� � � SPEqFlED DRIUN BWIRD ABOVE 81l CiHERS. ��� \ z� .P / 3• SEE �AANUFACit1RER'S SPECIFlCATIONS AND INSTALLATION PROCEDURES FOR ctv� �r,a� a� sosvs�+ox �5 S}IORT �'ti°`� �' � at f ADOrTI01VAl. REQUIREMENTS. rsu[I.+u� a��suv'rs. arc. '° � vau. cows�no cu�a�s ' Y� \` � ♦ � �I I � i� � � 1 � SECTION A-A �- � � 26.5' � � � i � N.T.S. 4� ��- - - 81�.00 � � , PROJECT N0: 20830.01 � • . . ; � . . . { ,4• INV TEE 1 I � 26•2 ISSU ISSUE ISSUE f0 DROP FROM 4' INVERT T� � � y �,_„ ,_--- N0. DATE DESCRIPTION 12' INVERT AT EACH CONNECi10N � ' 4' LATEi'il1l. � tO.SO• 1Z� MAIN + MECHMUCALS FOR VENT PIPING " I 12' INV EL 81�6.9p 12 SOL1D PVC SDR-35 ELEVATION 12' MAIN _PERF.PVC SDR-35 4 PERF. PVC SDR-35 �'4° 8154.00 . 4' INV E4 8146.40 �---- INV TEE T.O.� I ,... . , '�0.8' � �. . e . :.t•- :`. e,• ,v . ; ,y„. , . a � .. � . a � ' -e. • �•V • � • • • yf , � , •� • � � � � � I•• �t' � ��I ���• • � •� •� � � � � '�T� LATERAL PROVIDE 4' PERFORA PVC UN . 1&6 �� , , , , , , v�s ' � � o� o,.os.o4 issuE �o� coNSrR. � . � UNEAL FE T��'ME� ALL � �: � , � � f8' MIN. 04.05.04 ��UED FOR NAL ` � , RE: GEO'�ECHNICAL fNqNEER '�'� , 7• THREE (3) 4" PERFORATED AT SUMP LOCATfON a 0 � FOR BELOW SLAB SUBGRADE WtTH AN INVER? ELEVATION 8146.4 (S PIAN) 0 [} � ��Q c� 2 SEE MECHANICAL DETAtLS FOR pEtiVATERiNG SUMP VAULT � 4" PERFORATED TO 12" SOLID CONNECTION OUTFAI.L INTO SUMP DETI�IL � n '� ""�". o°� �o°� °o°� n�cH eAC�,LL N.T.S. N.T.S. � � � 3/4 �RAVEL , . ' � 0 Q , � EXTEND TOTAL-DRAIN ROLL 2' PROVIDE GE07EXTiLE FlL1ER SEE PLAN FOFi PlPE SI� AND . BEYOND FOUNDATION STEP AND FABRIC FOR TRENCH TYPE (MIN. P1PE SLOPE 0.50�} ~ APPLY IN A VERTICAL DIt�C110N TO MEET TME BOITOM S'iEP � � - Y SECTION B-B � Zo� � N.T.S. - .O��O.�oA�oOO.�� ��� � , " �-a 0'(� f� �.{� f� n'�'• .. .OQ,O .i/ 1/ V�� � . , �� � •.Q' J..4 �����V��ySi� •O � �' TOTAL DRAIN ROLL o :o �a � o a -o �0.4 �o o.o , _ . a . .,. ' TOP OF SLAB ' O p O�O C��,O 4 � a° �:Cf � O� 's A �. Q , � a _� r ° , • • . -� . • • . - 4► �'�- 30 ^' ��i Q.. �. ,f1• , � �(1, � Q0� CS �s -, a.�! . +�a. a � ' • , •�� d'• • »Y ",��,� �°v � V' 2' T�OTAL-DRAIN ROLL ��' �- a ''( � �� � � . d v. � tL -i� i� �� ii i� i� ,� ���:. � .q • � �� `�, ���1 6" C.I. VALVE BOX OR EQUNALENT r ��I I I s� TOP DFraL (�c�rr> =1 i I i i I! I I I I � Q � � ' �: , 4 0 � � � .� - - Q•• Q. ••� _ . +� �p ���� � 4" P.V.C. RISQt UD fUJSH WITH TOP OF SLAB , -I 1 �y .�r�. `'� `� .�Q, • � �i � � - . . =�E �� _0�' iOi'• .fl. •!�4(�:-0 T o.c. � �� ��� I r,.4� .• "�� �E ' \f• �� Y^" , • , • 4�• _.v , • • � � . � .. � -� j a� FOUNDAl10N STEP HEIGHT VARIES � -O.a•, •,Q. O 'Cs�� C� �Oa '�J' ��: �• • '. . � •• � � e ,a.� �, �••� . . . ` . ,� �c'�' . + �4, .1 _� � i � -� -ii i� Q •� �r 4 -0 -0• 0�• t� 0 1 °�, i i �i� � 4s BaD "` . •, . �d••Q� 0.• �0• '� � ,0`: �. � � �� � „ ► „ , i �„i. 1' THIqC �y �i � • �' . . e'. DO NOT PROVIDE A WATER _���� ,4� '� r �: � � �` 'p ' �: °� - 2' TOTAL-DRAIN ROLL V�� 24" MIN. ' � � 'i1GHT PLUG TO 4 RISER. � . .a "� � Q • �.•.�:. '�I'• ' Q,. � � � � . Vail Park & Gara e �� 1 I I I WATER MUST BE �►BLE TO BE "I i I€ nr ` � � R�. GEOTEqiNICAL ENqNE�R g �o a �o: �a� �Q. a � � RELEASED IN THE EVENT OF -� �� •�'• ,�: � -�,••.�+, �'�''� q ���.�: 4 FOR BELOW SLAB SUBGRADE at Lots P-3 & d 0����u������a WYE PLUGGING. =�I��I � ' �� .Q: - Q' `.Q• '� ' �1• .� :� � y 4" C900. CLASS 150 P V C. UNDERDRAIN 4 P.V.C. RISER � ��I �1��I--�I��� -����)f �� �� ��F-�,� 24' MIN. ' 12" SQtJEEGEE BACKFlLL TEES DIRECTLY INTO =I I I E.�I I I-I�-�{ I I��� ��f-��l-�����{���� Q R N N B O A f 2 D � �O R 1 Y S O U D P I P E � S ID E V I E W TOP DEfAIL �i 4� L�T S P-3 & J 1• SEE MANUFACTURER'S SPECIFlCA110NS �OR ADDITiONAL 1. SEE MANUFACTURER'S SPECIFlCATIONS FOR ADDITiONAL PROVIDE 4' PERFORAIID PVC UNDER 12" SOUD PVC SDR-35 INSTALLATION PROCEDURES AND SPECIFlCAl10NS. INSTALLATION PROCEDURES AND SPECiFlCAT10NS. . 12' SOLID FOR THE LAST t80.0' (MIN. PIPE SLOPE 0.50� UNEAL FEET OF THE OUTFALL UNDERDRAIN "TOTAL-DRAIN" TEE DETAtL TYPICAL UNDERDRAlN CLEANOUT DET'AIL TYPICAL FOUNDATION STEP DRAIN DETAIL SECTION C-C - N.T.S. N.T.S. N.T.S. N.T.S. _ , � � I� 10 0 � 17V1�iJllls ����0' _��`��.z,����� .� 9 M.+^ �iV�`�. . ���� b� ��� � 1 ` �, ��a�d�"��,L � � f ���?��::°.;;�,� � • � �'r°�3 r � � �O u �s�...�a�''r .. . �.*�h ,�'�;;,�t f� ti �f ,r� :._ .�VS a�6� q y v '�`�5 s` � � 4';`1 M� �,�� �jl rt.. � ��...'e'�,#.� : � 21� S -��» 18'_9„ P� 1 7 s� —s°� I , � A A7oi � 28 _sN 9 w � o _ , , � o r , o � � � � � � , � � N � � ' � � ' � � / � � E--� ���"'F � � �� , ,� C � � � ��^ ..fz�: ��jj � 113 I I l��> �� �' I A ING STALL ' �:��"ly(l; �,, � � / I � ;�.:,.-.,:�; ;, ,,;� M ` r ' ��> ��, �� I e ��$/�` F� �� '-0" X 1��-0' 112 y. '�,���� `! � � :,a .�;, .,,.. � :� rs , , ..�, $„ � , j / PA�CI NG STALL � / I � �f���. � � ��� �:s ��:��� ��F�� �.. � / 9'-0" X 1 '-0' 111 I �,���� c .�`" � ,.;-� . � ; �' STAIR 2 I PA ING STALL � � � '` ;" � P / 9, ��, X 1 '-0' ' " � � � � � 110 I ��:��, O � I I / PA�kiNG STALL / � I ' " "�� a ��?_ �� t / 9,_O„ X 1�,_O, I / ,,� / �:; M A3p 409 � ) I � � — ��� E"+ �� N � FEC '1 SM / I 109 / I I � � T.O.CONC. LAB � I I � P KING ST�4LL / 10$ / / ( � _ EL.= 815 -8" � � 9'�0" X 18'-0 P KING ST�ALL �07 I �n � . V 1 • r , 2 I I 9'�0" X 18'-0 P A f�t I N G S A L L � I ��� s � , / 9 , 0 X 1 E�-0 106 I � � I � '� I.O.TKtNCH DRAIN / I / I � � rHr�(�iN� J HLL �105 ` � EL.= 8152'-4" � I 9'- " X 1�'-�PA ING SIAL� � � � P,C� � ` � I / 9'-0 X 1 '-0 �/ 104 I �+ ~+ � MECH o � � BELOW SLAB ` I I / �ARhCING S LL Q� ROOM � CONCREfE VAULTS / 9 0 X 18�0 � � P405 'v- � ` �' RE: PLUMBING / I � `� DWGS. I � ��'s" STORAGE � E � _ � � / I ROOM 8 � 1 � ^ � ` �S�'� I / P408 1 --��` � � � � (RE. UN p'T�€A,t� N I ` � ` � ` RAlI�/ Ow ANV o �3 �A ^, � � _ -� S) � � � � 30� A 01 I �� � � � _ / � ��s U± 408 3 B � � ` � � f I / I �-1 1 / � ��--'' O�PNER/DEVELOPER c .`►° � PA KING4ST,�L� I / � — .�- — — — � _ - -- --.-_ _ VAIL RESORTS � ��� � � � � 100 ' 115 N 9 - X 1y� -�PA KING ST LL I � � PARKING STALL / DEVELOPMENT ,� ' I 9'�" X 1�-0 116 / / ' / L�..��1 � � 9'-0„ �8=�6„ o � � PAf�KING STALL I EXTENT OF BOIL R FLUE COMPANY i ` I / I / 9'-b" X 1�-0' / `� ' PROTECTIVE SCR EN, CONVEX MIRROR, / �� � ��� RE: SPEC. RE: NOTE BELOW / N AVON, COLORADO � I / I � 'A�p"'NX � AL " � � — � 99 � --- � I / / I / ELEVATO . SLAB PARKING STALL / � ARCHITECT � < ' 8155'-10" FEC 1(SMY / l 9'-0" �8�d" 42�40 � � � — � � �io3 i � ARCHITECTURE � - a� PARKING STALL 1 -._ ._ Denver, Colorado STAIR 1 -g'-- 'p._X 18'-0" — --- � P402 '�— �_ 98 `_ STRUCTIJRAL ENGINEER / FEC 2(B / PARKING STALL � MONROE & NEIfELL ENGINEERS, nvc ' , „ „ AVON, COLORADO 9 -0 X 8'�0 \ '�-� � PENNNG/ �02 / � - D ABS CONSULTANfS,sn�c � �BOVE ' PARKING STALL � �-- � DENVER, coLOxano � 9'-0" X 18'-0" � - �nsso`�c�ia�cT � I ELEV. MACH �A SHAFT � � -_ —_..- - -- �_ DENVER, coi.oRnno , ROOM ROOM � - j "- --- SI�RRY DORIIARD � / � ' P404 P403 ' _ _i— — � PARKING STALL / vAn., coLOxano I �5 -4 � 9'-0" �8%�6„ CML ENGWEER dc SURVEYOR i ' / / PEnx v�nu.�coLO�nn`�o. �'rc I � � 101 > / ' 1A � PARKING STALL � � --._ ____ � '� � i�' FLOOR DRAI —g'-g" �18'_0" a, 6 `--- t � / �c�,�O RE: PLUM NG DWGS. - ' - � —' � � � � � ! GARAGE PARKING STALL / 401 � � � , / P400 9 -� /$� 1 �' ISSUE ISSUE ISSUE i RAMP EDGE / � NO DATE DESCRIPTION M 2 � � - 08.25.03 DD PRICING ' '��3\ � � � 9 — ..._ - 09.15.03 FINAL DD �, ���' / ` PARKING STALL � - 10.10.03 D COORDINATION 24'_p" DRIVE LANE 9'-0" �8'i0" � EXTENT OF GARAGE ABOVE PTD STEEL PIPE � - 10.31.03 ISSUE FOR GMP � GUARDRAIL (PT-2) „ � - 11.19.03 DRB � � RE: 5/A203 (SIM} � 6 CURB � _ ____�--" — 01 1.06.04 ISSUE FOR CONSTR. � � — , -._ � � 2.06.04 ADQENDA N0. 1 � r 9^T �� PARKING STALL / I,CONSTR�CTIriN� 4.05.04 � �� 9'-0„ X 1�„ 28, / � � � / �6� � / / N ____ � o0 / / / � 93 --- -- � / 84 / PARKING STALL / ' PARKING STALL � 9, /�» X �S_p� / � 9'-0" �8=�6" 1 / � / � 85 . / f � / / / PARkING STAL�C � / � CONVEX IRROR, --- � 9'�0" X 1,�-0" RE: NOTE BELOW � --- � 92 6 / � / PARKING STALL / / 86 / 9'-0" X 18'�U" H U 28• / PAR ING STAL�L � � 6�� / / �s� 9'�0" X 1,�'�-0" / �'-6" ,FEC 1(SM) � � - � �_ / � 87 /� p 5q M�• , SLOPE UP / PAR ING STAL� � .�--'� 3 � 9'�0" X 1,�'-0" / _ � 407 STORAGE — / W I ROOM 7 / � 88 I ' \ P407 I O �OaB CRSES DRIpE� / PAR ING STAL�C , 406 \ � � \ � °- Rs ����� 9'-f�" X 1'� �" \ \ 91 � v►tL� �� � � � \ � 90 A ING ST�ALL Q /� AR 4N ST�LL PAt�KINX ;1�ALOL�� ' ' X 18 -0" C'�t3a � � Q � � �8�6•• STORAGE 9'-0� X '18'-0" a � � � q �❑ ROOM 6 � \ I \ � _ K � �Q P406 \ f � I _ � � _ _____ � �� / 3 �p'-0" �$'—�'� N Vail Park & Garage \ � � 26 _o� � at Lots P-3 & J , � �O \� � ,_$�„ 18 16 12 14 LOTS P-3 & J N GARAGE ,,,�¢�y.�, .; -��.� LEVEL 3 ' ����_� 1 GARAGE - LEVEL 3 FL04R PLAN , � FLOOR PLAN AFP56 � NOTES: - 1 . REFER 1 1/A51 1 FOR WALL TYPES A 10 4 2. CONVEX MIRROR: 36" DIA., MANUF. BY LESTER L. BROSSARD CO., SCALE: 1/S" — 1'-0" COMPLETE WITH MOUNTING BRACKETS � SHEET NOTES: 1. SEE SHEET A601 FOR ,-, `���a����°.� �<��, 1 p� TY ES WINDOW AND LOUVER �L���- ` �d'�i , �� �� ' 2. REFER TO SPECIFICATION � � �, ����='..?.��`��- �2'-5� P2 AND INSTALLATtON ` FOR MATERIAL DESCRIPTIOON ��,;;��>�� °;�;� � / p3 12',5„ p2 PROCEDURES �f^ ' � - . �� � �� , /�q , � /�3 3. SEE SPEC. SECTION 09999 `� h�- _ . " � - „ . ;,� ,: �9" ` pq 3�_9„ FOR DOOR SCHEDULE " x �t3��"��_,��^�;��.� . ,�� �- � �'->>•, ; , p4 WAL E TMP SAI L 11/A511 FOR p8 - � 5 , �'���.. , I - � 6'�4�� pe � \ � p5 � _ , ' — � / 6 �4.. � � � �� � � \ _ - � ` � ��. ` / / ` � ;; 4 N / � 4��F 5 I / o � ���� "�.� ,N � ��3 � � � � ` � � / R' � N ,�� ` ` A3p2 o w / =A3p � pC � 2 � � � I PC I � ` � � �I ELEVATOR / ELE. LOBB � � ` P401 ELEVATOR / ELE. LO BY � d. � .4, � � / ` � ` ��` P20 � � � / . d- — ,., ♦ � �"'� �% A < � ':� 30 / . � �'" �"' o� 4 2 � i� A3� �� _•� �ff�i���`�� pD , � ` A701 � 6 :,��f�;;���;� >y � A701 < �°��:�� ` ' ` ` ` y� ;z= ,��,��, ;.�C� .`�� ` ` � � `;'"��Y ,�'<; ` p� " , 4� ` ;r �;-'•�� �,' ;�f \ 1 . � �,�.. � , �� �� �,:� � ' �: ,%�;,.^�`�. %�,.r s: � 4 � , ��- �. .,�� ` ��'� I �y '4'� � ` VP 40 � � ��� / 2 � (/P s'� �y �` � / fi ` / c�, a A51 � ,` I ��k : � , J .\ \ J � � � � P40 � . STAIR 1 � / T�., o, � , �, d' / P202 _ v 1 � . / � ^ . , ` � � �N STAND PIPE, O y'4� ' ' � � RE: PLUMBING � � � pE A3�3 / - � � /� L9 ♦ DWGS � / � =�, � ` ` 's: P� =A303 � � ` ` M"�� ��I � � � � � � � � � � / � � � `� Er ROOMCH. o `\ ` � � ;1 � � �j � � ,°' ,� 4 ` M � �i / P4Q4 � � o ` � • � SHAFT ABOVE A51 � `` � ` � 1`'� � A511 " O t 1 � ��v i o / � 404 � � ` / M � Q ` � � � � `� ROOM � � `, S FT `� ,� P403 -� P 03 `� , / ` � � AC USTICAL � ACOUSTICAL INS LATION OWNER/DEVELOPER • INSULATION � RE: SPEC. `. VAIL RESORTS � . DEVELOPMENT i •�4'. ,s COMPANY ''f�`'� t � � AVON, COLORADO g � .�, A511 � • `;: ARCHITECT 42(40 ARCHITECTURE 4 AVILLI 0 N LE VE L 3 C 0 RE P LAN Denver, Colorado ,�56 2 PAVILLION LEVEL 1 CORE PLAN �78 STRUCTURAL ENGINEEB MONROE & NEWELL ENGINEERS, INC AVON, COLORAI)0 MEP ENGINEERS 7 ABS CONSULTANTS, INC q DENVER, COLORADO / LANDSCAPE ARCffiTECT 1fENK ASSOCIATES h DENVER,BCOLORAllO SHERItY DORI►ARD 2' �5 w /.�2 � /�3 �2•,5„ P2 vAU.. coLORano PA .3'� „ �� . 2 CNII. ENGINEER de SURVEYOR 9 � � P`3 A2 p� v�An..�coiox.Tnn`�o S. arc. � � , 02 / ���11 M P4 A52� R00 LIN�AB�VE 3`9„ PB � / p5 � �. I �� �. P4 � ` , / s�_4.. � � ,� / r �� � —��., � ` � B ^ / �7 � � n � /� P5 PROJECT N0: 20830 01 ` � / � � � � �� � � ', „ ISSUE ISSUE ISSUE � � � / 4 N0. DATE DESCRIPTION � `� �� � - 08.25.03 DD PRICING � �' 4 / � � + S / A � � � � �\ � N � / Y`�' �2�3 , / �� � � ��� �� � - 09.15.03 FINAL DD � / :, / � A30 / � � l � � � � � ��` ��� � � - 10.10.03 D COORDINATION o � � / . � � / � r i� `n ��� � / " � � E `-�!� 1��� � 1 / A52� - 10.31.03 ISSUE FOR GMP �• � Q � � P101 Q � � ` �` � - 11.19.03 DRB �A3� / I A r + O Z D � � L � 01 1.06.04 ISSUE FOR CONSTR. � � PC, � / �� 5 �� 2.06.04 ADDENDA N0. 1 U � � � � 4.05.04 �SSUED FOR FINA � ELE. LOB PC / L�� ' � 4 ^ qs2 � / CONSTRUCTION ELEVATOR / P301 2 � '� � � ` ` ��� �A3� ELEVATOR / I a- / � :: � / � � � / � i� � ,� ,� 4.. A20 � / A / / , �30 .�, 5 ----'— ^ / / � " / A��, � � , I � � PQ � I =�',• ` l � A5 � r � � L ` A700 ' � 2� / STAIR � / ' p� � � , � �� P � � ,. � � / , .. �L _ 'I� 2 / �/ D� � _` N / \ , � �P , �0 , , / , � � L 10 � � / — v �� / � STAIR I o � �. � / � � o - � / . P302 , _ 'q3p � / � � oN - � D D � �'� % � �� �- 4 � l l � � � °' I � ' ' / P` � q34,3 I ` Q l l I GORE CRESS DRIPg� � _ � . �' � D I l � ���.� _ � ``' P I � � � 0 I � I g� `�� � `` � � '� � / � ` ` / 3 �LL� Q� �� � � 02 ` `� � � SHAFT FAN ` �\ � _� � / � ` � ��3d � Q p f? ` / / ,`` CONC. SELF / � ` ` � / / � � a o �- � ` � � �Q �� / / SHAFT � M / `j A52j P � / / � � ` P303 � _ ro � � / L2 � � � / �� � � / � ` ' N� � I ` � � Vail Park & G � � t� / � ' � � / � arage � / '� at Lots P-3 & J � `��� � ° ` '� � ,r S'�2�^ � ^� ��� / / � 303 Mi � ` O � � � / � � � o ` � / , ��' 4 5�,2�, � LOTS P-3 & J . � A20z •�. PAVILION N CORE PLANS ,�%�;'�� 3 PAVILLION LEVEL 2 CORE PLAN � � ``�K"�� PAVILLIDN PARK LE ,�66 �r�N�� 1 VE L C 0 R E P LAN A 111 SCALE: 1/4" — 1'-0" � ,,,�`�� �,��.��¢��;.� �,�r °W �7'+ �E:�`e� �*'",) �. . <_<<� ��' �'��+ CO � v � Y� �. ��.�o��� `� ���'al�v�c.�il� � 6 �..-�,},-�'`� �,, ��.�:.=,:-a�' a�': d t ��5. ;� ,1s�� e����p4� �� �r;^/�� / +'r'" �� J T 10 8 6 4 2 I I I I i T.O. FINISH � EL.= +/-8192'-0" =1 I- - = i =1 I1=1 I 1= - - =111-III - =111-111 111-111=111-111=111-111=111=111=111-III-111=111=111=111=111==_ I I I-I I I- - - - - - =111-111-111-111-111-111-111-111 I I I-111-111=__ _ _ _ _ = 1=1_i 1=111=111 - _ _ - w -I I I-1 I 1= - =1 I 1=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I�=1 I I-I I I-I I 1= I 1=1 I I- - - - - -I I 1=1 I 1=1 I 1=1 I 1=1 I I I I 1=1 I 1=1 I I- � i I-1 I I- - _ _ = I-1 I I=1 I 1=1 I I I i 1=1 I I=1 I 1=1 I 1=I I I=1 I 1=1 I I-I I I-I I 1=1 I 1=1 I 1= I 1=1 I 1=1 I 1=I I 1=1 I I= T.O. SIDEwALK � -I I I� - _ - = I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=111=1I I-I I I-I =__ _ - _- =1I I EL.= VARIES _� I I = I I-1 I I-1 I I-1 I_I=1 I I-1 I 1=1 I I-1 I I-I I 1=1 I I-I I I I 1= I 1= � � ( - - _ - -I I I-111=111 I-I i l-I I -III-III-II III-III- � � =1 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 1=1 I 1=1 III-III-II -111=111= � EL.= +/-8178'-0" I I 1=1 I 1=1 I = =1 I I- ' I I I I-I I I I-I I I-�' I I I I I y ��; =1I I-111=111=1I1= � �.� � � =1 I I-I I I-I I I-I I I-I I I � �--__ � �: � III-III-III-III- T.O. Su�,6 ���;.. ��: APPROX. WATER L�vEL ���I I�I I II I II I II I II I�I I I� EL.= +/-8173'-11" "' �� l?�' :�,�" ;�«� �;:� EL.= +/-8168'-0" I I I I-I I I I I I-I I I-I �:Y. : ��. � —���—���—���—���- ,��°��� h��,�;y.y�;�� r-I I1=1 I I-I I1=I I1= ���:�. �%�'�rF� : — — — — — — — — — — �t1-t11-111�t1 �::���.�� �;�� , �:# T.o. s�aB , „ i I I kl i I-1 I i-1 I�I I I- �:�� : ���-%c�� (. `'Y�' �` ,V;.,;� —���—)��—���—��� ^ ��ai_�>.; .;;�4" EL.= +/-8166 -0 � � ; �..� ��I- I I 1=1 I I-I I i-I I I- `J;': �Y�" = O -I I I-I i l- - T.O. S�,B �� �`"�°``����` — _ — _ _ —I I I—I I�—I I I—I I I ��h .e�^f%. . � — —� f fr o%. . �S'�� =1I1=1I I_� I I I-I I I-I I I I I I EL.= +/-8163 -2 a 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 w4 -I I I—I I I I—I I I—I i I—I -I I I—I I I—I i f—�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—I I I—I I �'V' ��� —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= � EL.= +/-8156'-0" 1=111=111� - - -I11=111-111=111=111=1I1=111=111=1' ,� � =1 I I-I I I- I I 1=1 I 1=1 I 1=1 I I-= i-I I I-i I I-I I I-I I I-I I I-1 I 1=1 I 1=1 I I- ' 1=1 I 1=1 I I I-I i I-I I I-I I 1- 'I I ,-,I i I,,-I I I-I I I-1 I I-1 I I-1 I I-1 I I- � � : -I I I-I I I- I I i-I I I-I I I- '—'—'' ! i-III-111_ - _ I-III-III- �••� � III-III-111=111=111-111-III- �� � ' -II I-II I-I II-I II-111=11I-' ��,�,���,�,���,�,���������,�,���= BUILDING GARAGE SECTION — LOOKING SOUTH � 3 ,��02 � . r� , 1 A402 OWNER/DEVELOPER i r � � � � � , B D F H K VAIL RESORTS � DEVELOPMENT � COMPANY � I I AVON, COLORADO EL.= + —8192'-0" EL.= + —8190'-0" =II) III=III= T.O.FINISH T.O. FINISH — — — — - —11I=111=t— � I I I=I I I=I I I- ARCHITECT i i i-i i i_i i i-i 42�40 I � ������►������������ ARCHITECTURE ����-���-��►_ ' I I I I -� Denver, Colorado ' _ -III-111=111= _ _ ' I I I-I i l-I' ' _I I I-I I I-I I' �aorrRO�U� �cn�RS, n,rc -I I I=I I I= AVON, COi.ox�w0 EL.=+ -8177'-6" - - - I I I I�II I II� EL.= + -8180'-0" GRADE =1 =1 I I I I II�II(II� T.O. SLAB � ENGINEERS ABS CONSULTANTS, INC I I I I I I=I � �I II=I II= DErivEx, COi.o�o� -�1 I I- I I I I =1 I 1=1 I �i►F.Sx�x�a.ssocie�ri:s ' -I I II I I� � �I I I-I I I- _ DENVER, COLORADO �I I- � � � � I I I I I II I I� VAII., COLORADO SHERRY DOR1fARD ����_� I-I =I I I-I I I- Cn�. ENGn�ER & Suxv�rOR =111 EL.= + -8166'-8" �_� =1I I-1 _ EL.= + -8169'-3" PEAK LAND CONSULTANTS, rxc. T.O. SI�46 �_� — — — — — - - I I I�I I I T.O�SLAB vau.. coLORnno I I I�I =1 I I I��I I I E L.- + 8 1 6 8'-0" =111 [ 111-1 APPROX. WATER LEVEL � �1=1 FI I I=I I I= PROJECT N0: 20830.01 =111- =11i=1 ISSUE ISSUE ISSUE II—I III—III— N0. DATE DESCRIPTION � EL.= + -8155'-10' =111 � � = II�I EL.= + -8158'-6" — 08.25.03 DD PRICING T.O. S�B = - =111=111 111=111=111=111 III-II T.O. St.AB 11=1 111=111=1' 1=111=111=111=111=111=1 kll1=111= - 09.15.03 FINAL DD =1 I I- =1 I 1=1 I�- =1 I 1=1 I I-I I 1= 1= I 1= I I = I= '1=� i I I-I I I; - -1 I I-I I I-I I 1=1 I I-I I I-I -_=I I 1=1 I 1= - 10.10.03 D COORDINATION I I I- - - =111-, '_,I I I-I I I-i l l-I I I-I I I-I I I-I I I-I I I-I I I-I' - 1 0.3 1.0 3 I S S U E F O R G M P I���III���III���I��IIIIIi���l -111-111-111,;,111,;,111,;,111,_„111,=,�111���111� 01 1.06.04 ISSUE FOR C4NSTR. a n� na ISSUED_FOR FINA ' • Lc�NS�htiJC I ic�iV � 2 GARAGE BUILDING SoECTION — L04KING EAST , . 1 .4�-O 1 5 7 9 � � � � .` � , � - �- - - - - - - - - - � - - - - - - - - - - � I � - - - -� _ _u-in ni=u-i�=ii�-�ur-ii�1 iiHi i i~ ^ EL.= + -8190�-0" - - - - - - - - i-iT� =i �ii-_-_ ���1t=��Ti�i -���I1L=1���=i T.O. FI N I S H - - - I I-11�I I-1 I I-1 I I�I�I I I�I1=1 I I rl I I—I I I-1 I I-1I I��T—I H I=I I�I I I-u�I I�I I I-1 I�I I I- - - - - - —II�T�II�I�I---IIHI�I�Ii�II�II�II�IIHII—III=IIHI�II�II�11�111-��I—I� — I�—I�I I I H I I—I I I I1=1I—I�—I I I-1I I�I I-11=I I Ti=1I I�I I1= -- - - -� -- - —I I�il�I �I I�_ HTI�I�—�I-1lT=�I I— �T�I�I-1TL— _ — — — � — =1 I�I I�I�I I-1 I 1=1 I I�I I-1 I�I I�I I I I�I I�I I I�I I-1 - i=iir-iii=ii�ii�ii�ii�i�ii�ii�ii�=ii�iir-ii�ii�i�ni_ii�ii�i�i�ii�ii= - - III- —I I I�I I=I I I I—I�L1=�I I I—I I�—I I I—I I�1 —I I H I I—I I I—I I I-1I I I H I � II�I I-Tf-I�11-11i-�ff�iTL—���I II�1T�11— - - - - _ ��—��� =I I—I I I—I I�I I�I I�I I I-1I H I I-1I C I— ii�i�ii�iirii- _ - - �I II—II —II I= CREBS DBIPg� EL.= VARIES �i ����i���� II III I1=1 ��RE T.O. SIDEWALK =ii�irii i-���iTrii�i ( I � -1 1 1=1 1 1 1 1= �, � i ii-ii-�i i=ii�- -�=ii� ' �I_I I 1= I I- g� �� � =ir�r�-r�r� r�H _ i I I I-f I I I� u � I����� -������ I I I-1 1 =1 1 T.O. S�AB , ,� v��� Qc� -,,,�,r 1a�'r,,,-, II-III I I- EL.= + -8178 -6 i i=n�u i_ i i i i i � I 1=1 I I I I_ b�3 S� ° Q Q C� _-�t�i��T- -� r , 3 ��i����i���i��ii�i��ri �, � �-i i n r=i r=n i-�i i r-n i `� -I I I-I I -I EL.= + -8174 -8 T�i1-i�Ti 1�--_l�i��r_ T.O. SLAB ���tii����i��i�i�i�� IIIIIIIIII II� � �J�� � � �=�i=�i�i-i i i-�i I1=1I I�t 1= EL.= + -8168'-0" � �-rrr=rri=r'r= = I I I ���-��-���_���� i��ii�i�iiHi ' I I1=1) = qppROX. WATER LEVEL � �d -r=n�=u�ii�n�i 11=111 II T�-iff�I I-TfF= �_ur-ii�ni�i�n � I I1=1I - - �!�i- i- -_ � , „ �T�+T=1 i�=i I I1=11 EL.= + -8167 -6 , „ ����"��,i,"=_�� I I-I I I- I T.o. swB Vail Park & Garage EL.= + -8164 -0 ��_- ���_� at Lots P-3 & J I I 1=1� ��� ��������� I I—I i l I � T.O. S�,B !�� ��_���_���!�� I I I I I—I I - i 'i�l�i�i�i ��������� I 1=1 I I 111=11 �_���-� ' I 1=1 I 1- � ��������~� III-11 �I I=IIHI�J�I�II�JT_I= L�I'�I�I I��� ��—��� I�I�I�I I_11— I� —I -ii�i���i�i�i��ri�i�i - - - - - - I I1=1I - T.O SLAB 8157 -0,� EL.= + -8153 -0 � -"-' "� LOTS P-3 & J , „ ��������-� �=iii=►►i=ii► iiiiiiiiii i -,i,'�i'�!'�,'�!,i'� I � ' I I 1=1 I 1=1 I 1=1 I I 1=1_I 1= I I T.O. S�B 111=111=111 III-II �— _ � �'� i i=i i i=i i i=i i _=i i=i i i i r- GARAGE II�!� ��II~I -1 I I-1I I-1I I-1I I-1 I I-1 I I-1I I-1I -I ����-������������� �-u-�� ��-���_ ' 'll�l�i�l�ll�ll�l TI-1�1-� T�' �—� —�-- - '� —' BUILDING '����+����� �����-�� �� 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I1=1 I 1=1 I I_ i�_ ii�i�nri�iir—u rn�iT�i_ �irn�ii�i�i� ii�i r-n� -I I 1=1 I 1=1I 1=1 I 1=���-"' -nriii-n�i�iii-i -__�i�i�i ' '_�i i_ ���- ��ni—ii�i�nriT�n�i�iii—ii�—ui�i iiF -��;��;�H�������������������,�� � SECTIONS ''Tl I�I I�I I I H I�I I I�I�I I I�I�TI=1 I' � � =1I�I I—I I—I11--�I�I I I—I I H I I-1I�I I� -I I I—I I�I I=1I1=1I I-1I�I I I—I I1=11'- � � � � � ���I�I���I�II����r _ �301 1 GARAGE BUILDING SoECTION LO�KING NORTH SCALE 1/8" - 1'-0" � � _._...-_•-.„,,,,� - P5 P4 P3 P2 ";��� S�A�����.. �� �;��`: ' `��� ``�,�;��� � �. ���:�!^,�'�� � �r�, 4,�F ,�.�, Qe.l�i tl�J�.s� '� I � yF P.�.a.....�- A�� , . �'�'�`r - �c,�`�� I I ������ d� e i����� ,�j . b't h � 4 I � i � o � � P2 P3 P4 P5 P2 P3 P4 P5 � , .o _ _ ,'_, » , ., o � ( 4 1� 3� g» �� 9� 7 -8� 1'-11" � � � 1'-11„ T.O.TERRACE :� ,� :F� •� ,F� �� ;• .' � _r,,-',= cn= _ - .- EL.= 8189'-6" ' ' ' '' .t., �., �, `�., � , --r�.��,Y �� w �_ _ :�,�.�,.:...� .. PC PC � . � v ' 8 A701 8 A701 .�;y, • ` • • !. ( � �� • ••; _ � _ � �� ���`�yis: N �n � ' DN I U i �'�� ��``° � .:�,, -�.;�. :r.,� ��;.� �` - r.,�<�° � I I K' � "' ;<� h�:� f�,. •n i" �/�';��� �':�� i , AW � '/'S n#'� ; , � _ ��. A C ~�. . I 5"../°:(. � N �V I E: � �%z��'�,i%�' y�i�.ri r., W pp S � � _ S�P w �'z.� '��'°��,� .� ,f�� � ,,���"� 1 � rn �� � M , �N „ �� ;� f� ' ,:ah:~ Y " � [-� ( � �� _,x,�. . :: � �,,y� �..:� , „ —11 1 —0 y, � � �:>.,� y�<:�: ;>>`�' O P D - � P p �;�;,� ������ a N_ ,,- . Y�,�, � � � —. 1 �� 3 ��� � 18'-0" � � � i ' S ► � � 21'� 7 .. � ,4 � p, � _� ' � ' ra:9„ ' , � / , ' ' � - ► 9_s„ � y2o; A � � � ' � ��2� 9 . _ ' � � - _ � , � z . � 8_6. , f _,_ , � � , . , � o , �� ;:��t�,;✓:�.� � - w � ,, � :� , :;:;�::�;;��.: . ► ' Q q� ;.. .,:;;F,�� � / 42► � � � � i � / � z:.,. , {,. Q `�.�" � ; , .:::::.:� ! �, c� 1 j �f"�%�°• I 4" � ,� \ i I � J '.. �4M�3; / I �`��\1 1�R �.,�� 1 I �'���k'�'�..�y/y4.r�>�+, � �" I'��'��„/ � f ���x''�'��a���x.�,;, l I / � ! 7 ` t � f I � �:�C:.°�">�. y,! �fi� ! TOP ! � ! „"_�`�"�� , C � �, F •�,; � �t(1 j f � / ( i ^a��"i:t;�, I ' i,.,� �r,�l� � ��/ S / ,.,�,:����_�V,;.. � z:� .�,;rr �l � A n � , , l n,y;y.:;..,.. � ��, � 1 oN � .-.x.� I '\ ► ��: ---.���r �1 � 8 64� ..; � Tpp � �:,,..,, _` � \ �J;, .... f � 2 1/ ; f 8 �F -� ;,`"��`°s k� � i C�y �f�,4 -����� � �� Y� i� � i r � � 1g n� e � � ' �f�.<�,<�:.. i yE 1 '. �k.w � � �< " � t � � � 4 2� Op F ' �.r,�a;<�w,�,y. I A �y,. � E "Y���..c,c�^,�,,, .', � � ` �� �.".G'w.. - - �N m � ; { l f �v n ScAe �/ ; -.�;�;,�m,... s ��� � ( 1/�� f � 8� S�N; � � � i:��?;;.:j��'l+":v / � r y,� . r :�;. ef l � / -r / , , / ....s.�;�;�;, .:-�'�";i ' � /� � ��UF `� � � � � ! � � •Hiris�.. �' `',�,��'�'/� % 1�'r I< �J < t t ' ..�/,,'�� O� %. `, . � G J ��.�.;. �..,�y � �n.s' ,A � `J �� l 1f / �/ ' ! ! ^'�%;r:�;k. '�� ,s�. rx M ''��y. :� �� , , ! J 1 � % ',w✓.... s�,,� �� � f�""�i , � � � y H � ,� i � /�/ � ! � •;��';�;-' >,s-,; �,z%�� " ,;;pyY:�J,` f:i:S i j ,t. � �f 1 r �^.G4:..,k /� N %,,�. �'"Ari;;�;.�, v ; / � i , ; ,! ; �`�"`v��,..� "; 'y�;,. u --�--_.,_� "'"%';.,,:.' 1 � i i ! � / � 1 ,,'f��v,. ,�.,� 'i r --��-._`_,.,_�,_-r._ ` `,r � i i 1 � 1 % � �,1' sy���;y �t°;,,"... �rs� s r J � � � � � � � j /� I i Tp ,z� �'��. : , 1 '�k � >- . ,:>,�,; � -� � 1 p � l J �;€r,Grv;,,;�•� �`<.. � � ;� �:;� � !�5' I � ` I l � I � r I � f�EVq F S � � . ? � +*,�,>.,���� ".n � ,�N;�� O � ::; ro � -�_ , � , I 1 � 8, noN�/4 " � � � P pF, � �i ! j � � � gg, l ( � � �;�::;�. �> a co �;� �CBVq��N�e � _�; ;� rop ;F � �f -sr � ti,,,z.,,,;,�� , �� K;; 164� . � TOP `' ' E�V Q $L � .�" :za���`% ;. � ' E ��' _ ` f p AB i i �;�. . �y :�.v;� � � i O � ��EVqO��CAe I � � � � 81�6 N� I i � � � !` : �+ U5, f � I �n � P N y£ �------__-�_____ � �EVq�l S�e 8'63 N�� ! �` �� � 2 � �f y�' �� V 1 � <:. q --___._ 4 - � � �„ � g163•N r - i f t � ;�� � rp•• � _ , ��, > > < .,�A � � '�� � � 7p» M� � E�P �F S ,`�,r i • j TOPVA�ON A� 8166'-T �;y � � � � ?�> C�N NI14�uM � :LEVq n C,qe � I ; ELE ;.y ;, ;.: � O ;:� r ,r� � i E ' _ �� _ ` �: �� -_ ` � �,p S��gq CFO� SCA�KNESS 8164� ,�,� ( � � N M�� �� �� �.: -� -~--- 1- �� � ECEyA F Sl,qe SLAe RE NF � � Q / '; A� � � _` ''''--�-���`� � ` 8763�N� I • 5���° i� OF S�-p'6 � � %� --.� � � � E / I :; TOP �N ;�:. � � ,s' '" _ . D� ' E�VA'� �M `a� �r � L'% 1 �-r � �4 � �8166� xfi u„�' `�� ' ` � B •� � �� : �s T�P � � T TOP / � � �._-- O ���,.< OF � - OP OF �. ` , " Ey ��VA Tjps�'4B 4iz .� _� _ ELfV�F S�,q ��VA7� S�4B � ; � r t .� ,� u,�v � 8rs3 8� i o3 _ r'. � � r � 81s4 oN 8 8�65�N� ' _._--___.--�---._- �;: c m = -------____ _ �;o �F , E� ��> > 2.. Q / _—---- `�. � � a��`�: r° _f p 6 4 ' i � , ; 8 � � _ �- � �" v �r= � ''--'` �_ t },'r / t to - �� �����L���"�;�' � � � � : N � � !` ?02 i � � � � 202 T� -�- fi �E�VA'�O9 �.z: , ' ' � O .�: v„K.: �; / '� _ El.F F 3 i :8166 ,; + �� _` rOp i� i i ; EN _ , � npN�e �D- �" Ol►N'ER/DLVELOPLR � � v- -� f F �- � L `a 66� . � ► .------- ,� ` �� ��-���� � :BVATjON�"qB � 1 /rOP pF � �fy �� = 1 3 Q p I � _..-�-----_--� ;;. I � � -a.�=`__ -__ �ss. , �cE� s ! �,y ���x� a _ � N VAIL RESORTS ►, \, � �,�.�__ --____,� —s ,�2� ; � B�sATjpN�B f,� �;�, , ► -� � , � "` � t /;s S'��' ,,'' ��LEVAT'c�I�,l�,; � r r � � � � DEVEL4PMENT � �� _ _' _,� �,,.,.,��"""""""` �„� j � i , !f r rpre OF ,.:. ���.,�. _ ,--__ '_, �'� o ; :,��: 'f'� ;4 � E� A noN�e ._._..-�-_,;,. , 520 s COMPANY �, ,,.,,.,...� �.,�.��'°"'"""� �-�_ < < x :�_ � �; 3 8 __--�---'_" I ;: �, � / �u 1 � J ; � � .d.�' ,.�,,,,,�.. ., m^,^�" �� _�_ '`� ! t-� 1 •�� � ` -�M�� 20 �s-�5. � ..e (TYP.� AnON� C�LOIiADO :� !�~ri"".,,.�"a„�.��� ''��, �� �� i �� i 'i; • . n __ , _ � ".�",��""' �` 1 �` ' t ; ►t,-�-�__ :>�-: S�Op f� � ; � �P pF SLAB �,_,_._.--- �s � � ► r=s� � ..�..,,.."`.�'•,�'�""� ��� \� j ! i � 1 � T'��__ "�. 1 � 1 T �N �..-.-""__._--_- `\ � ,w,v �° '""" ,� ,.�.,.�.,��°�°w""""„� ��.,.,�.�..�..,�~'.�""".�",V,» ,�-., '�� ���`_��'�~-�' ,�=i_t. % i f f � i � �� ' }TOP S�B ELEVA?� s � ':� : ;; .�___`�_ ---_. -4—_-- � � ���� .�"�..,�,�� ��. �=:`j�= ; ` ' , � VA'nON se166 � ARCffiTECT . tp ;��,,,�. ---__ -i_.1 � �� ��6 I I OF SLAB 1. � �. „�«A.. i t -�==_��L �8166 TOP ;; I \ � ;, �`--, °; ,�„� �,.....�� �, ,�.,�.. ,` j i % �' ! t T � `.._,___�___.�__ � ELEV�?�ON �w; 42 40 . 1� ��'��"....` : �,� ���"„°.�.� .�,�", ;, `� _1_�1� ,% l � , , �_.._._...__---�--"" r.J�.�O" L 8 � r_816 "g ,� � a �; � � ..� „�. � o� �� �=--_� ; ; � . , Tpp OF S A _ - D ARCHITECTURE .,� I � •4 :�� ��_ '"A` ��,..,..�..� ��„�, f, O �N I�, r}�X59" SLAB CH � ELEV'��5 I ,..�� , :_---- Denver. Colorado �. �. � -� � '�""�� � ,�""�.. "".�..�.� �,.� >�� � '�, 5 ING RE:AR �816 �1-_______---_ �.__ �: .` �,�„�,,'A'"�" �.,�,,,.✓...,.,.,�.�• a„,,,...� �:" ��.""" �'� �% O��N ' _-- � F � Q .,.�,�F�'"'.�'"'�.".� �i ,,,�,"",�. e�`"""` � "'" �� ,� ' SLAB I ': -� ___----' u s�tvcrut�L $xGn��sx .,� ,„�„.,,.,,,,, _ �- �- ��: YONSOE k NE1fffiJ. ffiVGWEBRS, INC jf �,,,�,,,�,�.�,.a."""." / . ,,.� C � . � { � O� r -�- - �; AVON, \ `y .,.�. � O O �,�..,� .,,�,-,���'",� � �, �-��?vp-�{ON - —'_ L J 3; � � � � coLOxsno \ �<°� „�,..,,,� .�,,,�,�"'�"� �„"""'"`.�." ' •?� „��� 8j6�� M �81s7 -2__.- r _ _� - :�; �. ,�..,...a,.�'� � � �°�"" "O ,.,,�.�- ' � 6 '► �4 2 TOP OF 51-p8 ;�: �e $rrcn�s � i � � p,�.�' """„� '""""""��~°' _�- �..- "> ��., i, �„�'"°""" „� �� _ --- - �---- � F J 2.01 � E�EVA'nONN ABS CONSiJLTANTS. n�c °.�,,. N„� i ,�,�"_""".�„�� ,„,,,�"" p.,r..�..,�� ,��,.,,��" M,�,:� '�'� __-------"�'� � a8167�-11 �"� n$xvBx. coLOReno �s;��^�..�.,�`" � � � ,,�,�. �.�,,,, �Y .,�. �iL-1-J �NP'� � y LANDSCAPE ARCFIITECT �_,'�, ",�",",.�. �,".,."h""..�,.. �..W.,�^""°,.a" � ! OF S�B �---"`__'_..--� N IIEN% ASSOClATES . ��:�. ��"'" .,�" �.,,,.�"""`,.,.,�.�� ,�""`w""�.- ,.�.��""`�' ,�m°°' ,�� E�EVA�ON � ti �.__�__._.__--�----- N '- n�&oi.oReuo 1 �p.. .,z. ,� p.,��..�""�.,�..�.�"°" „„,.�^^" y,,.„,"„�^'^,�.�°"��„„,,,.�.�,,.,��°°' ,n,.�.�°'^"' s „�°'"°'"°"'�" „n.,,, '` ry :8167 �6,�4» � % � � SHERRY DO1iweRD / / �„„,,""",.,�. �,�""° / �^°""" a,...wM-a^""°°,�.�, �,„.,,,,,,,.�.�,W„., ��„„�,,.,, ,�.'°" ,� ���,,,�, ;y ���h ry� 1 �> 's �I VAII.. COLO1tAD0 M�'• ,�„„„„d„„,,�.,.,...�• � � � � �„ �9' / �'"�'',- ^.�^°"w,.�.' ,,.�"""�`�� � ,,,�..,�,^°w"'°'""�. ,,,.�� .�.�^-' W�� � _------" I I � / � y.: `"" ,,,o,n.yw.�. \ `�•^ y' �;.w �,x..,^"'""'°` °"°"°" � � ---"' � � PSAB LANDCEO�NSULTANTS, INC. k/' �....�^'^"°� _•�� 0�.. C0�1�� '„';a .,,,,„•„"'M°"'" \ _----"—�— l A4 �� ....« � ,,,.,�w�'"'"°`� "'""`..� ,�.�'""""""n \ � �f:. � �"°" ,� / ���.,y;,• „'".�.,'�.. ,„„„�,,,�..�M°"""°""w / i �,,,d..,.,.� ,�,,,,V„. / � �`�\ , �� � s � ,,,�;� ��,„�,.,a„,.,�,^^� � / � ,�„,,,,,,,,,�„� �,�,�„,��"�"�p����,w.�.�a°"""" ����, S`� � � � _�_�..._..-.- --"""._._-._ i� ,,,.. �'. c�_ .,�"�" r��„�,,�`"'"".�.�. � ..,�~`"""'"",� �,„,,°w"' � ,�,,,,w^.,�"'""" �` �s`\ �ry i j_'._.--- � ,��,�: .,,�. j �...,,�.�^�^""°""'"`� S �Q �,,,,�,�..�. ,,..� ��� pry I � �` i �°�°'"�°""�����,,,��'�`""i"�e� `. � �`. ry -r h � ToP �F S�AB �: PROJECT N0: 20830.01 ?�• ,„� p o,r ,r ��� �� . � • •z',�----� El EvA?�ON �; ISSUE ISSUE ISSUE ' ` �""""" .f�p� ti � �� i � g-5 „� � :z:. ,���"�"�°' �, � i �816 N, N0. DATE DESCRIPTION l -�;. .�� O � V; � � � „��°"a" ,��""�""",�«�� �"�""".,,,,,���9 'Q �.�.o,�„- � j�� � t- � ;,, _ F �e; ,�`��a. ,..�.,� ���� �,.,V,�«`,,,��°""�.`.�..w,� \ �""",�.�iryF ,,,,a.,�..�.� / ' ` SLAB �j� --- - 08.25.03 DD PRICING � „�.,,,,..�.�"~n' �„ ' �,,.�,,,M,,,�,� � TOP �f N I --___._..--- __�- / ,�� �,,,�„�. �,,,..,�.�-�a.�.u- :,, ,.�.� S �•� � EL.EVA�1 4 ��2» r"r � --- --- __.-- •�; - 09.15.03 FlNAL DD `�° �,�.,..�».,..�.,�.'.�" �,,,.�. � `` ��"�` �p�p �---� a8168 _"_'-- 4� / ����'`<,� _ ~!-_- _ ��i ,,�, ��„�,., �„�,.. � n„�• G F � � L�' ��' >� 10.10.03 PROGRESS SET ', �� ..,,�.�µ.�"" "",.�,.,.�.m � �,,,„�,� � �.� �o �F SLp•B �. ' / �""""""`"�� �...�-���°"'"`�""""������ �"�`"� ��FA o / F�'O � EI�.PEVA�ON '�; - 10.31.03 ISSUE FOR GMP / � 81 �q '� i�!i �in � :8168�� y ��� "��•-�°Y � s9 �jO�S�9 � 8�6��pS i I � - 11.14A3 AI.T. FOUND. PLAN s,; .,..,,�' .�~""'""" \ �° � / � ti�@ � R ��y ` „�„��"�"�� ' i �p2� , 8 �/ I � �__ �, 01 1.06.04 ISSUE FOR CONSTR. � ��;.` �_ .,�.�"����� .,�.��� 1 ,�'0°\• � \t / ?; � � N 2.06.04 ADDENDA N0. 1 u �B• �'�' l �,�.��' � i ��0� � j �� � � f�;._ i � Q.. / � � 1 t sy �' J o v � \ / ;�. � 3.10.04 ADDENDA N0. 3 z.�, y � I i .�;�� ��,� � r � � 4.05.04 ISSUED FOR FlNAL / G! ��� / � Cq Sy O � , * � o � •�'f�i V y�,: A • '� � �'c � ` g►�°j�' ' � \ rq�'r,?; �1,� � '�oL9eFss,�i,� ' f_.____.._-__�--�_._. "..:. / �. , �; y� ' � ' r�J~+ I �S�qRFcoNG�s �oP OF SLAB . y�'p� � /� �\ �;o � @��03,�� E�vq-�ION '#. ec ti'9 � �8168�94 )? / �� � I � i / �• `„"�_ �t � � 1� ��,_ �� / � \ _ , I %�� o _ - — - H G � RAGE LEti/EL Z �r-.�.., � �. � � � �: , N �S <.... , F oA , _____�.---- � RAMING P � AN � ��� �� �;� / , �8 � o� � _____ _ ______ _-- u�� s• �, �. ,. � T _ �f; � �' t b�� `"i�.� F Op \ �8.�p S`(� _�- �-, O�F O \ � ti e _ _^—_—_ -�- 8 ��f i �/$~ _ ��_�" ,N�v,�''.s.. �j �'9 / _ ' 9; �--' (� �'iMV M l ' �F S� f:.�1 ' / •f s S �-- EARIN . TOP n „ )w. / ``"-...,� 9� �N�� � � -� y 1 1 ����5A GROUA�� C+ELLSO t� I E 8169�ON ' O ,ax.<. - < N '�� F�.o � I I Ni �u"Y E P t�X Y . pp � o �.r:o / / i�Fj� O, i 1 DF4111 �N p'N pOW�� p'? 2 ` ,��` 1 �N,<' 8 4 / � 3�-� � SIAB � �%' o �,. ' � �, �s�S / � ' � X s��cTU 4.�,icA� ; �'' ' _ �a RA wy � N�'9 6 if lN��fO M I N. 'E MgED).� � � �l,�< ry '' � � I i � ::. / � � .�, 1. REFER TO SHEET S103A FOR ALL SLAB REINFORCING. `�.s. / � I � � ; j� � I �G�� i , "�.`.s . � � j l ' t %��` 60�$ CSSBY D$IY$ --�nJ ���`'. � � ,�c�.�j� J I � � 2. ',� INDICATES SLOPING SLAB ON GRADE. RE:SHEET S104 FOR ADDIl10NAL INFORMATION. z �„ i I � i pF SLAB E �` � � y;..,.. � l '1�OP � 1 `�'. I , i E � � ,.; � q ON,. � � „ � ��: s1M. �H�. i � � a s�' ,.f�"' � _ � K L �� - 3. 10 (MIN.) CONCRETE STRUCTURAL SLAB NON-UNIFORM THICKNESS WITH S4 '...,�,,, � � �� �1 WARPED TOP OF SLAB AND UNIFORMLY SLOPED BOITOM OF SLAB. �. "��: . 1 ' � i � �� _ �_ ---- �� yry�� � � 1� � i t ,-z�:�. ';�,' N�'"' � ° A � / ' � � ,..y���,�t�:;%° y Q �:«:r I �<::Y, ,; ;n�,%:.aiji�.M:n�Yi',:��,.. i � ��: ;:�!"y .. � � q 60 � `��% : '%�" �f ` �._4" � 47 Q / "�F,�{S. .....Si�'h^��6 ��� � � » a ,o. �, ' I t �s•-o � � . » _ , � '3� \ � ► 26'_0 's' �'-8 s/8" 56,_�� �/e" � Vail Park & Garage �� � � � g at Lote P-3 & J 16 12 14 ���, LOTS P-3 & J � �rz, � t.� PL �. ��-.+� ; `tl •� ` ¢ +�� 1 1 � ' , GARAGE LEVEL 2 . } 9 ` � ���``<�' �- FRAMING PLAN ! � � Fco�-��`��'�`�� 5103 i/8" = 1'-0" f 5t � � � � 18'—O" 3 i � � � ' S � ' 2�•� ► � ��4„ ` ' ' P1 � � ! � C ��, � s=O� �8�_9M � � o�vM � ' s q + r � TRiP 9�s" ` '2p'- 1 ti � 1 �2 � '� ' � / s�'�° ! 9 `'�_ ' / coc s=o� 28=6� ' �, ` � UA,� ` � / SrR/P � 0 ' y,' ' �r;;.r..•;�,. � I l "...r,s<v. / � , ' ."i3' '��'"'"�"' / � `. �'' ::.f-:�y;i�lY'�a:�� l.[f`ii.0 � / � � � ��L 4 � ^i��;������°�'u'y-�-`.,z 42� �e/ i / � �/4� T k � s: ; �:�y':�. O �' --�_ �J� ! � "�C.. <; A \ y;( ; , ,.:ssY, ���\ ` �;� •��,��i i , (' oizw�r, / ! / � r" J ">�:,�;)y 'r _ i ! ! ' .a:�;aAi;�. l l � � '�r � I �`�. �'/t'�rj.i;�>.,o.. � �! f �/ ! ! !�",1,si/X:. � C ' , ,�`__ , / .,,s,,;. ;. ,, , � , ; . ,�,�,��,.. t�, , P°� �,� „a�J � i , � �. ,�;d:>... N rY�C/.w 'f'� ��r�!ll ����� �/ j� I f :.:S`: nQ..:y3.wJ� ! r ' r . %: i�. y-;,,::: W � i :�� �1�%�� `! / � / ' r ''>E:n:<:.r.% l \ �sM� -��_��i�i ( l I � '^,��.�M".rN�' %< � `�� ,'r,rf � f , I /J � }�"A<', n . .OJS�f � O f ( � � ! �l ii(.�9 i . :}��"�v; � � �.' t N 1 / � �'F'^;jr,.. � , i e 1 1 � � ,;.�a„�;,,v�, �.1 � ��` � xp i ' j i x,,,l, / � ` ^ j � i/f / ''.";?�£s;y;y J i i ' '" "� t�;«� t � � �� 1 ! f s � f ..:�.: ,; O� �. n" f�. Y. f0 r' ( Q 1 % � ! 1 � 1 ,,,� .�;�;;s:� ! �`� "�s; � C' �' ! I ' �J a � � I "wy� <f%�"i,'�ifi'% M � !:�m,;,��,� ;`, � � i r , � l ! t� � ' <''� ,�7 ; :�:"�Pt;cj°,� .�f 1�"r u �" ��';�'s,i';:g . i l ( s�a. a=-rl./• „i" N �g � ,. �''C�.-y,'.aii�i�J�_ r !� � : O � r ,'� ; Y��`�� .w . � .5y'.S'. �.ii:�� � � I I ! irz: .?' O � ! y � �� <' . ✓ ,,; ."� f':',i. � "---.__.__, , �„a,f ,i M�` l e� �� I � / w``w.,� �''� �,/ �, � 3� �¢;.... 3� x, :.,��, ��• s F�� �� }}} a,� ':.C. y` � / /u", :o��. » x�t�Ni! '^---___--� J �� l� � � l % ! 1 , ! ,�t� �., `�9r�'��'�.""S�y � '.�,r. :�s;� %•;,: rp f'. -'_._ Q' � / 1 ! � �,�� t, r .l � � ! 1 Q ! ! �u 1 � ( ```" � '":%?<�',�"o,. �.,,,,, �;•r.4 zr:.�a,,:a. _ ,<s. � /, ,. J l � 1 I '``�� `°�. ;,�_., �^' •� ,.��,,, '�#�< n.,.. � � ���;.... � � 'y 1 � k � ` � l �l I � '� � / �1� � ` � �'N .,is� �•'-`�'' "'Q<��t '�. �ti�'`' m�c..4, F�'�� �'.' ,at�""' �< .yv:.m.; %",�'�""`�m y a'�x`x`a''�'L.,, f s. � 4 U � 'a ,s.;.. ,f � � �,., e.� �,�, ,�' ` r qT1 � �t .J '� �, 1 s' �F:�_., °� ,���'�;,,� °;�, :� �: �yy,.�" ��s E. ��. . 7p.. �o' �-i i � ��``•.,,� 3 '� 1 /�! � �, `'�. � r �'*,, ,,; r� �:��:��,K;, I ,:�,f �.��- � `�<3�; O � ' � ) � � / 'i y ) ..1+.//� [L M ��2 1 ( _ � 4n, �h X I '.�'�' Z'q, �yL , ,� � � � � .��;�,v._.. �� , ,� �„ ,�.,�. r � ,�;m o � �4�. � y . � r .,. t.. � �. `c�, ,, � !,. '�c *� J "'� �'v 1� •,�:�r.�; 'f i. � � � � t l r 1 �`� ! � �s' a �"�'`��'��"��' ?'% :- y�' �` 1 f / +� L` ^� _. I 4 ,� 1 �e � � • 1 ''� `�,,, �•`,. ` '''. l � �" r; � `� cV .l � � �cr- ,I �`., `h, � �.� , ! `'� �.'�.;. STRUCTURAL DESIGN OF SLABS IS BASED s P :� � � ; `'•. J 1-�` , � ,� \�� '� j"'� ��� �`- �`�� � UPON THE FOLLOWING CONCRETE COVER. " � E '� �' `---`.` I � _ "�a ' i ��� \ i `° �w' � � �, ; GENERAL CONTRACTOR CAN INSTALL TOP �,� Q' ' e �� . / � X s ; �. ��. � � '''�.. \� �, � � � �, i� � "�! � � � � ueT n�- RG�I►ICAI?f�lAlr unn, 3�A� ►,.�n.nn�u�..� '�� � — " z�� • ,r �0" 4 v" � . `"`� '��' �, \ � • ��j(f 1$�.,� `w,� ,, `� f ��g `•. � ,�,;. � AND 1 1/4 MAXIMUM CONCRETE COVER. "� � • �� , ' � � '� '�� •- �``�v � ' 80TTOM MAT OF REINFORCING TO BE y`f � � L � � `"� � �� � y �v. ! �� , 1 INSTALLED WITH 3/4 MAXIMUM CONCRETE �` E' /� !;; , � r �s�o� ♦ � � � ..,� � � � .T 1'`�. � �3 �.,, , ��: » .� � � x � . �. � ;. �_ o � �" �. �,M1 ., w � � �, ; ��% � F.�..� � , �, \ � , .� ,, ``� � ;,, COVER WITH PERPENDICULAR BOTTOM � _ ;�" , � � � �,� ...� � � `�,� �� 1 `�,z '��f � `�.,�< ,� �,,� `�, % � MAT DIRECTLY ON TOP OF LOWEST `� �. �, i�:. � � .�: '� �: �_--- �- � � s �, � � X` 6� " `��,, .,� "�,, � F�� �� s �¢� �� � � <> N s k b O � .� �-----�...,_. �� �� � / � `� "� `'•� ,�',� ,4' 4 '� �. � � '� a , � r' � ' r ..r ; _-.`` �-�'--•-_ ` �� � A '�, �. ,t, z r � w.,,� ,,� �. .��< U �`, O �-`"'--- `� ` ^s � , "� � � �*�,� ` �:� ez �, *�,,' ��,:� j� �,F$ ,� --.—� `�� k� l i�6 X �'� \�` � � � `� ��" ''�,,, `�``� Y;°�`� � � ''?.�'' \ �: � ��w�, � � �a> • w 1(j' ",, �. 1 �i � w�.p '�„,P'�� °j'�. '+„', "i, r''a �, �nY.ts'` � '^' Y' _ �� �l� y � N ', � � "� �. �'E+t�� '� �``., �� 'L' � '+� .K. 1 �,�,,�,,� )y,<p�'.'>6: '�� ^t •�` / �0 O � 'F4 � �y ��' 3��� '� �L � �� O �i?�Zi.i1� �� r �� p 4 ♦ '�,. ti �`�,. � � � ''�,� "�a `� s �¢Y� �.%�` � 0 �. k.� q� X �4� 0 s �� � \ � �`� '�,� �,�` �`��� �,@� � X X� w��`. � � �� � �� _ B �' ����> p' � " 'FCZ, . � '"� '.. f'• �"`w. ...� �,.�} :..earxr,�Y-��.� � ;ys. 1, 10 p � � �. � w� �'�, Q `�„ � :� c7 .:.4�>a �Q' /�j I �, � ��' ` .� , ;"is,_...� / '''� �., ' '�. '*�< "'�4 f' ' „ 0 :�^�a::. � ^ � t '/ 1 ` ++..�� a.�a, a, '*,; `�� '��— r ,g' .is �rr.«":e v� � �- "_ `�^-� O f ! I `` � �'�„'.,�� � I ��' �y� �w "',, ,—�e s., :£' _„� "+� _ -•��°�¢, �h:. C .#��a;r�,F:s4`�. �i> .� Q [L]��].� 'z ,{ \\,,\ '�r,",'�, '�iw:x:�rr. ' Q '`'� �� �t ..J r 4 �"�.� � �"� °a, �'Fy`° L �,��,k,SY'x `w �A„�� x?»N��' Z � � Sf - Q Q j / lx � � � " .� '��`� � e_' � '',+� �� ��•'wF, €R�.�, ����iw:�°�� �; N � � l� 1 � 1 � '�.� � � �; �. � � ���� .:��' �«`,� � �3. � % � /1 r 1 � `�w, '',, � � � °z: � � J . ; ,�, ,� aD O `�, z � , 4 ;<: a �-- , �� q 10..4�O"' j EN -` � l `'`�, �' �; "�, �e,w� ;�;. � �O a :�/�'�, 4 'w,� ��'+'��— _ � %� ! ! , �_ ����`�--�` �` � <w`�,`�.� �''�2. �C`°y �,\ `ww,,, �'�,.� �*'�,,, �\�``. �`"° �� � �+,� `�.1 '< - } / x . `�� ''t�'.'n� \ w, '�,, ���,�. r; 01 ��I1,�+R D�i•�'LVA .:% '�� "q�. . "' .� � f l �p 1'�� `"�� �a.� � " � \ � � Y'i ,b,)'.. � / •� �� � ;^ ��-----^� `� '^� �a -� � 1 I 1 ��r � `�.�� "�w � �� ,, '�,� `�� ��`•*� "� �`'�, '� ��--� <: � ;;`, �, --�3. ��t� �� �_ __ /� � , J;, ft,4; _�� �`�,, � Q � � `� � -- `���� �a� � ' N VAIL RESORTS ` � �, � _ � �''' '" � `�� ,� _'' _ f� l '� � '� v ���` i `� ' ```� �`. `�� ,� y ^�,, ��,, ,�.,,� �-�� �w�.� '�. � °� �: � C� 2 \ :� �� ��`` /'S''', � � `�.�" � � " '�: � I� J i fp/� A OR h�N�r � �'�. ```' �'" �'�, �4`' \\\ � "'� �`` ��. I � ~t}�t �'' ,a ''a •�,\ ,4� _�1_ � ��64 / ! t �J� "•�`�' � � "` ''�"y � �`0'a ,'r' �"`'w \1 6���'E'0� 3"6a � � �-: " •,� � `� � ```� �� .. `�. � �,. �r� � ; � �.. ,�� ;��" ��. � ��o � �. �. '� o � � 3 � , DEVELOPMENT f. �--� -a .. �,, , 1 �; � �. J �,. `*v *, `+. `� "��, �,� � n�F� � 1�r `_�w,�-�' 1 � '� '\ � J 2:' '°� � ' :�,�' 1 � � `�',, �� `'� �'�' � U � � ,�;�;� \ '' � I'' i���' '"'�' � l (�`1_� lI '��� ~"[� _ ��J �' '`� �� �, � �. ��` ��'� �`�� �, `"*� � � A � w �w, ' C OMPANY }` �,�:� ��' w a � f������'�+, � � _�`�' ! M1�T�7� _ � 1 j l ``� � ` L`� ``•�. � `� 4 w '�, (�'�. �'"�," � ' �"`�`s `f: e --� _ ;�: `� , , ,� 4� � ��. f � i :-�--,_ i i �. 4 � . �``�� �, � `*.., `� �,, � `�� _ ., AVON, COLORADO t � o ><< *��--� �, `�. � �. ��, \,, "°� � � � i � rT �" , � �, `'� . w�� �. ,,� � �. \ ' �� . • ,�-,__ `' �, "" '.> ��� �� i r �� 1 / ! 1�� ��� �,: 1 4 6'a,,P a '` ' '`w �"``•�,� ,''�, �+y--•-�"`_ _._--=V_'_. � g:y. � � o`,> � � ,� � • \ � i, --�.r a '� � ``° �`'�l "�, � l l � � X 1 ��" � � � -.--- '- 'ab � � y� ,:� --_`�. ^+. ``�w �,<'' � t-����� 1 � � i �� + " "`�w '� �" . ° sF • �, �'� _ `� �`•4 �, �°� �. ! � '�_��=�� l � i � T � 0 ''�. \ .y, t . ,,, � s :y � F' � 4 "�, �. `w �' '°� ``*s �'',. �°` � \ � � , T-.:�-��! 'A � ',, `� °�, � �O � �..,� ''+,� . �''''�„��t O w 9 \ � � � i / ^" � \ � '` � \ '''',*. '' �`: ; `� 'ww �� 'ti.� J ! ! � I 1 �'l r=7 iJ `*w.. '' -,,� , �• 0 � �� '� � �, ` Ci��i +� i f ,. & � � 1� �,, � �,� �"` Q) ` /` `S.. �1 �j-., .,�\ „� ,,�� � � ,� ;''+,� \� -J i �� ' ! ! / � %�_`�..._' `'"' �`"" `�, `�. � � N`` `h,� � '"•x Xvr � 2``�� z;;: 0 O 1� f;. ..,� � /� ,� � �, �. I�+` \ � <.: �..`_'-�-,�( l � !�, -�.,�/, _..�-- `�`0 �`' ``'• �`'�'O N O � � `,�`'`E �'' ;`' 1� � �; r I � �� ''* � �. � �a'�'�„� �•., �, °•��.,� '�, ,•� .; —�� ;; \�� ``� °�'�� �� ��� l�.-, `'�1�� w �'e 4 � `� '�� �� `�Q� �'� r � _ _ p 42 40 • /��{�. � '� � `� � ARCHITECTURE � y 2" \ '��"� '�' ,'`�+ �4�E .~� \ ��`� � y jl � ��_O w"�w, C�+> >G "�, 't ``*`� ^,' � y �� �, � �,,, �. * '``'°� - .X' \ �, �s M � � �a —�- - *- ` :�°£ a''y� , �' � ` �� 'A,� `'`,�„ � � "� �,�� `:�� � �' -��,i � � AT � �,,� �t �,� t``�� ���Q `� �.�,�4 �,� � �--�--�`-� —�`� '� cn �, Denver. Colorado � � � \ �f""~��, '4. �.,�, ��'''�,,.d" �ti` �'w' �.''� �,,� ,�' ,� � �� '°�, �` �'`''�,� � 'e�,,� ` � '`M��'�i�*`�"� ���' •',,, �, ��, i � � STRUCTQRAL SNGINffii � y.: �° � �``° ' ,, `� � � � ti, l � `"��, "� . � ��, �y�" � � '" 'fl O � ti � � �,� � �t � �, , � � t w °� � � q.��.0 '�, ', AVON, cor.o�no \ �: ``w� ��°'' / n�^+. ,,�� �, °.,,, A "� � v � .r�� ;J `�� � 4`�' ,'�,, 4���� � '�. �'"�, � � �``'".� w �''''�, i a YONltOB dc NEIfSId. ffi4GIIH8ERS� INC s,<z � / / • '`�A "'�,. � � "`*c, _..--�-.� �," �'::, ` w�,� `�-., .t� �3 �� Y`V� �. � n ' �`�:. � \ '\ �...� � � — �x`. �x, � � � �t � ~ �a, .,�,^'. `'�J.'!�:. �`' ".. a'+s w°:: � °�� `,, �`� � �``� � � ``� �, � � . ''� 3� � �� .,�`.., _ __.�,_.�--�`"�.� �`°.�� ,,� �� � `� � A��1 *�,� ,� s;; � $xGnv�tts Yn`�`., / '� Y `• ''*, `�` k,� �'� � \ �'• '33 \ '�+�"��, �`@'p, �!��.�3,. �* ~ �``"' • � ''^� �y, AHS�C}pONppSUL(�TA}N/�TnS.,T INC AG � .i � ''� ` � ��/ ;� � ` ''�, 'k, � i•'1, v � �L J �3 \ ° � 'c X �����N` � , \ � \� 4y� � '£:y �LLL\�Ll\� VOWAIW� �3-' / � •*� � � 1 k 4 � " °,� �`+� � :,. � ',�, � `i- J ����' a"',�� � A� ��' @`�w \. '�',y �, ry''� �'t.M 1 ��"� �'t � 't A ��''�,�„ �� t \ �`�� ''�,� � �``�"1.:__.---�.'� ��,'�€'!s� N LANDSCAPE ARCffiTSCT �`�., *• 4 � `*. ` �P � essoctA�s � ,;. �, � ,. ,, ,'� � � � f;. � '`, � r� v�,� L`� Q *� � � J de "�;s,`•. ''�, ���>.i-,% •,,, �,'a�, �4 �y 4 � ���� `�Y' � �`. 4��� '*.., \ �` � ``,.,,�` ��'�, � �``� � �� ' ` / k`'w, � ,;� �ti� '',,� � '� �,,,�� `''� �„� � �,�� w"'� Pl � DffiHVER. COLORADO / '�. � " � "� '' �.'y� t �''�, �`w„ ''� �. �'s, �'' y \ *' ry ``� � �`,,, "' � "'� A8;w, y �``'`�,� '� "� '�, ``"wk '� � O S$ERRY DORI►AIiD 3:. j`� '� `. \ �� �^y, � a•<:, .,i /. �, �. � �, `-�,: _..-�,`c�� � w �� R,, � ��i',.x<:.. . .� �''', � `�w � k �a � � ,4 a'''� � 4���°°a \ "� �t 1 � ���"` �.-�' ��`� � 1 ��� ���ril'�'*,C8 'C�AR ��' �, r *w, ��.���" `a � '`.. "w, � � � VAIL, COLORADO -;�: �,� y ``� ��,����/ �"'w,w ^�,� � .,,� � �'`t� @ � ��} •_•--'w r�, , � �`��, RE:���'"�. �S R��,� �.r��+� � -�, � ; CIV7L ENGINSER de SfTRVLYOR / � \ PEAB LAND CONSULTANIS, INC. , '�,�.�`' i�, , �.� `'.. ' �. �, � � � � �. �.�� � . ��� � \ ""`� ��`' � ���RE�FOF�G�N�IN � �,,� . � � .�. �,,,�� � .� O p� � w, �'ti �' �` ��/ � `r• ��'''• �♦ ��. � M,, �+q,, ��r � �``c '� � ;"*.k `�wk '' �+. � .'''c �.. a oAI(y COLOBADD '....�.�tiz .� ��� J� � � l \ �'+.. ''\ w.� �, �� ��`` ��`` °°�,� \ � �, t !�� � ��, `�a`` �'+.,��} '�ti `�`�w '��*� �---� �L �. ,�;..; ti x F,. \ �'u. � � ,J 1 � � @, � a+ **cw,,,,�'��y,� � ,��C'� � 3 R ���� O ��`:%/,,:/' �'� �*. �//~ `'"`' ��++'" � ,'� �' ,;; ��•. � /�/ '�` '', /" ,� 4�. � ��D "A,� �'I�+.. `'� "� Nt�, � ,� ,��"�-._._.;^ , �. :� '�., �� �, ``"� � `� w� '* �` '", ,C,� `� � ♦ O�' I � � \ �`� O"'n ,`'� � '`ti, y``� � �'' � �%. C �'� '`�, ` ;� "*. "�/ \ '`*�� �'� `� '. i ti � � .�c� w ``� ° %F; � �� � �` � , ` ��' �'`` `�k ��' '' PROJECT N0: 20830.01 2�• ';��"'�ia ry�'�,. �� i,�` *�` /�'� , `� � +,��,a'� � `•` �F� �'`-• \•� \ r `'n �`' ,M1��:, '�, �, �Ppww �� , ,� z �� ':::_� '+,� �"�� �'x,* `�� �o�. \�,n''+'3,, + '`• �z`q� � `�+,y x`'` t'a, � � � X�""o�'', � ''•r:o< � 2 � � / � �*, \.• ''a. `�,� ��,. �. �`�. ''�. � ` <� I$$U ISSUE IS$U �` �' � � � N0. DATE DESCRIPTION ��:>. ,/�y � y r��.,' ��'� ��' . �'* / ��'� .,� r• � v L I•t '^., 'm,, ti ''� '``' "�, �+, ' 4�4\ �. �~ ''"' t.� � � �. ''� �' � "`,4 �a \. r �� � ''� \ a 4�"� � ' � 'siJy�.. a, �; 'qe �,y, .,,� ti � �\ •�°�+, v �`` � •• � '',M ���T e�. '"'„ a'� \ o�. 'a,, ':`i., '� i / yY.ti ,,{`� � , �� 4� �, �� � �/ w�,�� a� `� � o � ����` ` �'`*,� �..,--�"�' �.,6 �.` "� "'3� '� ��.� � `"� ---�� ;;: - � - 08.25.Q3 DD PRICING , � �` ' ,� „�'' � ��� \ �"�. •_�; \ � ``°� r .--��---- � - ''-�:� / �*.� ��,, ��'�; � /' � i���, ��., �, .� q `�`��, `:. � �� ''� �� �. �----�--�_ 4 �`�� �' - 09.15.03 FlNAL DD / ��,. � . � ` � � / � � M �...\ � -�--a, `�. �;� �:. � _ "� �`� '' / ' T � � ``�� � 10.10.03 PROGRfSS SET s;, ,� '�,,� ''.� `� �. � � -1-O � ��'�16`;�,� .`' �,A Q�8�, � ,� �� �..x ,�3 : M 4�� ;` p %.�� �\ '� � � � r '` o ', � � � � ��''� ,�y `. � X,�5» "'�, �; ify„o-. \ a'", Q �a � 'a, �, w �. � �f; ,i .<,.�:^L,,. �', �.�, 'y�. � �`� ° � ,�o �°� " .� � °�. �. � . � � 3p',�o `� �.,,��A'f�o � �� '`� ,yz - 10.31.03 ISSUE FOR GMP � ::.:� .. , i �� ��~`.. i � �"�, j� �rc F``�� � i� �, � � '�`` ,., 10'.,,k � `�.. �`"`' �,, �'•,,� �. �` f:; - 11.14.03 ALT. FOUND. PLAN _; "'.,Y�� ''� ��� i \ ��' � q'�S` `,� �,,,,, `�' '� � �'�.,,, �>�, �`'°'�, � `� �,, ``, '' \ ,,� ,�r � �'e I`�.���'� '''�. �,. / Jr I T�+�_ �'`•. � �l � � �`� �. '� � y�`t� y3' `�• �"w,� ^*. �. �'�. �. �;; [)1 1,f1R,(ld ICCI IF F[1R f`AWCTR A "��... ��, � �� �,� ,� / Go o �/ �",-b�` �, �`� r,�� `'�� "�� �\ � `� � �=^� �''�., ''°�,�� .� ,� ,. ,,.�__..-��-----� .�,, . .� . � "?.; I �` .��, � �/% � . p, �. � ``� M 4 �� `'�„ �, �` ''''�,,� �'� ,,�� '��.� �r;` � 2.06.04 ADDENDA NO. 1 " !, �s 'k :�: .�;� \ . ���W �i � � � ���� �I 1034 �.. �� w� �`" ��3y,� �``"��, �� 4�` '�� °` �, 'f� � 3.10.04 ADDENDA N0. 3 � �, �,, '�, i � � h� �°�.� ,� ��, � '"� ,� • ,,�� �� �,� `'..�� �� � / �`'y k ` ' ��:�u: �,g�� ,` t � o � � "� "'��, �'`�. � � �� �,� �, �, '��._�» � �,, 4.05.04 , �> `'� � > ./ �"``� � �L�N �,TRI��,., � ,, �'�. �'�„ � �'''X » ` '�''�.,.�`'�, �"�, ��� .�% J� � ry`+ �.�.11'�-"� � 6'�O ��`�, '��� � �.��"�",Y' � qT''�O �,� °�--� ;'6 / b / ` '¢ � ���__.�s� � � � �,,w / ` .SO+�O � ��'M, `'� \ ��'*� �''* �`'� �'� .\ ���.� h ��, � —�~ � �w. �, �;� :<<.�._.,g�.,,, / ,l�� "'+ ^�. { �. ``� ' '� e ,,, sp�, �,,A, '`,, *�.4� �,'r� � ,��kfi`"v�'i,� / � ,, � � � 1� � "4 �� � ''���O ��,`\ � � '� 'n � "'F� "n,�'3 ,/ `ii�y / � *u Q �y, '�� \ �y,� s , b � �(Q �. � '�, � � "4' �. '�. �, • ��,% �� \ ' � `�y ^' 0� `'� '� "�.. 1�"' " �►. `� �,. `' n , � 1 - / �8 ,��, n `�, � `� 's,, : �,, � �� ��, c�Ci� �`•., ,''\ � �, ', '�.,, � ��, �� 1 � G A R � G E L E ti/E L. 2 ~��s ��, �:�G � L f � ��.., � �► �� ,- ���s �A�. � ��x-= � �. �� ���. �.., 4�. � A,�. � � � °- _ N i N '� J����"yu� �� T / ''",. � �r°; �'"' �n,, � `r, �O �, �~�[� Q ''- ^� � i Dy � � "'� � 6 �i.�,�''c j 1 � � ';,,i ,� ```� `'`� "'�` r`• � "'� w,p� � �Y„� '+�,� -------"' ��?� R E I N � O R C I N G P �A N ��; r�,ry, ,s�,A �s.o4 �.� ����, �� �,�� �o�,,� �� �Q .��� � 3��� �. � � _ �3 N _ Q. � ` � '" '`t,, ``�`,� ��„ � ,��'' � 0� 1/8» = 1�_OM a '.E,'�,. �y '"•t �w,�� �k4� �. � �````���.�"i � .,,, ,�' � ,� � `;s`�` � '�`,.,* S4„� � ` \ / �w,� � -`4��� _ ,� ,�� `�� ' � ,�M1 , O / � � � � � ,� �~ �6 �� � � h3'�� � � I ��yiy,;.Fi:i wk a,� '`"c w �� ,.� ��` '� �� � .�'.r 1. TYPICAL TOP REINFORCING SHALL 8E �Jl6 AT O'-10" CONTINUOUS EACH DIRECTION. � �'� � � � ,� ' ,� � �,� � < '`4�,� , TYPICAL BOTTOM REINFORCING SHALL BE �tG AT O'-10" CONl1NU0US EACH DIRECTION. ;�,�, „ �,y ., , ,� ..� .� ,� M .� z RUN BARS PERPENDICULAR AND PARALLEL TO GRID UNES. EXTEND BARS AT �``'�15 ` 0 / `Y:.�,� � ,kk ''°�,� �,�� `,.� ''�,�w �. � �.�h `�,� �,I � ;� , � ; � �'�.��,,�� N DIAGONALS A MINIMUM OF 48 BAR DIAMETERS PAST LAST SUPPORT COLUMN. � �r•�� , `.� ��, �� �� �. � ',� � � '\ `°� A�- O�,� � . ��` I 1 ,;- :�: � '�� � �. �w i ^+�, �,1� `� � �, � .,� ;;f�"° � o ,�e>' '"''+„� �� � �� ��`D� T' �"" t `�,�04 , �� �a``W, '"a `.. �`�a.�i ��``. j '�,, � 2. REINFORCING SHOWN ON PLAN IS ADDITIONAL TO REINFORCING CALLED OUT IN ,�,� � �, , � «`� � 2�, 0 � i.,,,� �*, `.,,� j� �0,. ��°�..,� z�, I NOTE 1 AND NOTE 8. `'���.; '� � '�',, •`, �„� �,IArC •._6 � i w„ � '`� ;�C�.16 ..� `�, y `" "' ,;�� z�j,�<„�`''�,A,� `"� ''a„ � �' *�� "w'` ,..j h � '+� f'�`f,11�°°oy� �.� @ a 1 `�,4 y 'y,��'r l 3. �� INDICATES ADDITIONAL STEEL REINFORCING IN TOP OF SLAB. / GO�E ��`;,���,, �� a�^a/ *,� �,,� ��"' � `6.,� I'.`, w "'',� �''`� �'� k �;s� CBBSY DBtiB —�n! 4. � � � � INDICATES ADDIT10NAL STEEL REINFORCING IN BOTTOM OF SLAB. � - � 2,� �"°� ��, � � � �_ *� � � � f ```4@�.y,� �.` �o �'*,, ��',H � ��. •iu�iy.. 4 �`� �� �, �� M � � � � �`ac ��t � '@� � .:�?',. 1 _ K � ���^�R I \�+ "'<..��y�.+� �� e�� � � 1�� � ��� �%.,� •+tP w � ;3:�i'< L.JiJ ` ,����.�� '�.. �. � �'�'� � �`— ��L �LY' 5. 10" (MIN.) CONCRETE STRUCTURAL SLAB NON-UNIFORM THICKNESS WITH .y. • .,� � , � .�� „� , � `"�, :,, WARPED TOP OF SLAB AND UNIFORMLY SLOPED BOTTOM OF SLAB. � -� .. �y\.,�� � �,,�� .;� �,�� *'`.��i � ��, e � � . �� _ ' _ ---- � �M� � � �,.. • . ��:,�.��<�:r��.;�- p gEpR1NG � Q , .. .s ��`F.�;�, �' `��, i °,,� `� �'`., �` , . . . �=:q`: ;� ...u NON-LOA qT 2- 6. �.`.,�����y�C INDICATES SLOPING SLAB ON GRADE. RE:SHEET S104 FOR ADDITIONAL INFORMATION. / :;•;�*, � � 4 j� ``�� I� ,;� ��Yc:y� "'3w%r•��, , �-�}{ �5 �R�l1TEp CELLS• ' 4 G� ••.,<:::::.��. t �. :. . .„....< �.,,:.>�::��� . i I �y� GR 7. REFER TO SHEET S103 FOR ADDITIONAL INFORMATION. � �`" ' '�'"`��"j'W� f IN � EpOXY . p 9 / A k... , . f<,�<ja : O „..:_;,,f�y,.%.F;, �=- � COLUM� STR1P » DRlll IN�ON pp�►EL,S AT 2� ' o i O" 6�-� � � �5 X 3 UCTURAL SLAB. � `�4 Q 8. z�,�."'� INDICATES SPECIAL REINFORCING ZONE. PROVIDE �6 AT O'-6" CON7INUOUS EACH DIREC110N � 6• i 18�-0 �s�MjN�EMBED)• �ICAL- � �d � r TOP REINFORCING. PROVIDE �6 AT 0'-10" CONTINUOUS EACH DIREC110N BOTTOM REINFORCING. O\� 13 � � CSTR PN i 6��� Zg'-O" RUN BARS PERPENDICULAR AND PARALLEL TO GRID LINES. EXTEND BARS AT DIAGONALS A MINIMUM � i 6 -� � OF 48 BAR DIAMETERS PAST LAST SUPPORT COLUMN. g g" 11 1/ » i � sy ��_s / � 56'— B Vail Park & Garage O , 18 at Lots P-3 & J - 16 - 12 14 �. LOTS P—3 & J � . . , �. : � T��€o�rrt� :«:,r� � � � ' GARAGE LEVEL 2 : ; ='`-'' REINFORCING PLAN �' •° ��� � � F'e�;� �.z`�T s1o3A 1/8" = 1'-0" / - T - � �8'-0�� 3 ' , , , � 5 � � ' i ���'� //4" J '4� ' p1 1 � � ' I l�I'9N '� / � � � �'"�7" � ��p.1� q , � ���.. 9 ` � \ _ � � � D M G'457-� , �8,6� �►� _ _\ I � 0,��5�p��E•.x6=o . l � � - ` � �°jo O� S , ' �A�� DFS o�T°NC�'�" (Ir�� � � 1 1 ;rax_� �/A T� L''`�8 ��op RAL E GN �e I�tJGT 7� �Le �-`� -{�r � 8�5�; �N r / RE:A I�sP �4R� POI� ��Ep B�Mp � _O ry �4 .-e,��:.�ti tY, � 8 / I 7'pp��$��E Tp R nE I T/� � DU � ' - �=;�Yr ,q Ssll� 1V,qL � ry °' ��'�"�'�-.� t � / F'RE V'gUL�RRWiM AcENT�� 4 � � � � � �w.^F� r � �ES/6 ST Gp 'EL�q�S FOI�F��TI I �,o ��4. � ��,_� _ op F,R� N F� NcRE �o� _ LoG N� � � �.�:- �-^,;;.� :,, � � ' ; � ��,�'�3.�i�, �g� AT/��'4 � F��T�u� �p�D/T pN'qlJ,L7-S 8j4e�'-O��N i � r Tpp °x.�w_�,,,,,` �3-7° 1°R�GA �' R�s pLPsf pV�L Lq�r 07-HE I � � � E��q��o� � " •��-;�"'� �''�r� I Bi M�TS p�X nX4�B�N6 p��,���R l C I �. i � 7 ! �`'"r - �fZ,4 HEFZS 6•,4b (INS/ K� F T � � �_ � 8„ � / / S?; ., `�� �.=��,._ .;�,�.�.�� ��N� Fp'pL�FEA V� �R Lp� � � NOi�_ � � � �A`��;� R L B�NG '4U`T '4r�o � . � B�,�Rp�G pAD - ' I �l „ I � �8,5 � � �",- {�,� OG'q7'i pN � �►. � d3 � ' ` _ GMU / /T � �� =O„j ��.��,,�� 4 , �z I \ � � �A p � / `�'"` .�.� / �'' �=� C E � � -:�;;:, - _-,-- RE.k �T� �p`M � �� 8/V'`� � LjAB � �`� 7 r � `�-�,�'.rx'-�n::�•,ti.,, � 0 . _.� l� � ���ay;,�t,� _� G "��1 �p '� —� ' S� � , 1 I / t. .:;=L-„�Rr�•�._� � =fi"iy�`�`��°.�o_ , .,a� / r O �'�` o �-� g�-��P - m �� - �� � - l �Et� G - a,.-�., '�"���� S T�NG rY�`;`� ��s �'-�'`�r ;'�:�- / _� � r � � OT/N - FOp ��:�_ "�. �,�t��r f� �'� ,r'�o'�r«„�i`°�; �' O � � ` ` /� �� / � � �` ` � ,���,.,A�r��'"'�;t. �P =���?�; ;�N�"����. y T ' _x,wY� � #� N l I �Q -�° _ , / — l T�A ~�x' _��' �i 3��°�q- � ="=��'' / !� / �/ �I OF "'a a. _{r.��-r-'a,�1'�`� � � - EL�AT�5 ,� ��°�..,;�{��Y<., -�,�;�.� � � � l �0 __ � '1 .. � � � = g�55,_9p � ��.�� ' z��=` C� � r 7'pP� � �. - , / .� ) I r / ='"�°�•;�,� '� � �' IS�AB F � —� I �� � � - �/ � � � - � -� �0 `� E E � TR�c � I � ►� � ' , �� .L �`�'�-=-� � [-� - . �=g,5�r�oN � �JRF A1N H � � '� E EvqT Lq6 I G - � ,�� � �� ` � �11 � -o° - '�RG � �5 �N l / �. p ' �' Eop oF H 3��6„ � � / , _ �, / � _` �_ � � o � ,q � � _��Ar��AB / c, I �� �2 � F� �� 0 � ( � �� L� � �S�� d N � - � , 4 r � - � " , ' , `� °t TOP pF � � „ � r� �� �rl r � J— %E �F 5�,4 T EVAj�NA� b , � ., _ AT B E .p _ � � E - �: _ SL,qg i , 2p ► '•-� / / I / 8g5'S M = 8156 ' _ N � �� - - � `_ _ ~ 815'���OIY � � � �-►���=� �`` � � � / Ap B�RING���.� ' � � � � �� � !p � � �-- - � _ i I S L4., � ' ``-� t� ` 1� WITH �5 �RTIGAI- GELLS. p") � � � - _ L I NON-L4 � � � _ :� � � � ROUTED (8j55 .._. — _"' - �_ =� 7.01' OF _� ` � r8j���O•) r E��,�F S � i � � �T �►, pRjLL N AND WE���T 2'-��_„ _. � �p SLAB `�-� -� E��AT SLAB � � � � � � ' 8! AT��N�-. � # X 3'-0 �� L 5L�• � T(�E�/qT10N � z� � = 8I5��_��N i G4 � � - _� � / � TpA�4-l� `� •� �-� �� i I �., ` 5 T�MB p'T'(�'IGAL` EL�156�'p° r - g O R x - �f' - `` � � �EC� SLA� � �' ���� ��„� � i 3, (6 M N. E � , 4�9 r` � I � � � 8�g3�ON_� ` _-��� ••, , � I �_ _ ._--- � 0 � -- _, ' I r4 / '�g �j�„ �� � --_• � R,q � � vt � � � .i ME _� d' �"F= 7'- a � ��.�._f Q 1p � �� - /6•. �� ' � C 1 � ` � ��8�`�9 L •. F��D �h►E i` 5LA6 O J �� - �J F �p 3 z „ � � � 6 o R .� 0 0 �' � ' � li,_ ,. C8151� ..� I��� 1 / G4 �' � O � � � ) 7'HE �IpN � - . Gt TOP TION 1 `0 �4 3 3' ' � 7'-6'I /u �1 E=_;r ry � J O U N,� �Y CF E`` � 0 � �t C� � � ` ��DS�A,C�.8p _ � � � �� � � E 8 56-2 ZA ry � To►a 0 � Q �N / / � � �� 2� O �8� � ' �- ! ' - � A OWNEft/DEVELOPER ' �(8I51'_ .. E�E FS�'`�B N � 0�� / ►U � p / /� �0o , ���yp4 _ � � — i� � SLAB � � ��. _. - -- "-- ' • � � _ p J ' g� TIpN O �W a l, (� � I 4� ,� � �s�.��. �- �-aM / w z �� � s�A � .. �S`A � � � tOp �TION � o � =��;�w�.- :,�� w � ' .° � � T'° � °.° � i ' � ELb195�- � N VAI L R E S 0 RT S �, . �.� 2'2 � /g�. N � -� ��:� Il' -, k �� \� x� �� ���'�,eqcr� ` � ry ' 'Z 14 / I I _6, l, � � /I / ]- � � 1 ' ' ''.�O" .� � � / l �� 4 � EvqTO ,, lais� � � ,��- _ � ��w ��P � � ���-o° r � DEVELOPMENT R ° 8��'"� � � COMPANY =r.,>:c�"v,. �� �cl`' �; -�� � � r T,�/ � - � A ,� .� Gl` � ��x � � ` � J - G4 `�p �� G t �� �TOp $5� � � ��_� , � _�-� o � �z � l 5 ,- \ To l ��`� A���>�- ut - / g �'o I - s:- 3 5��8� � S ' � , ' AVON, COLORADO � J 201 _ SLA OF l i O '' '°� �_:.�-,_ i �3-T�� � ' 8�q �O�g yj'-O.. ' F� I B � f����- � �iV �� 5�� �. $5�g - _ � EL� � ��� � �e,. � _� / C/7 Op� ' ,_0�, —� _ . � B,�ATlpN ' I_ �� -�.:�� . �r�-� �_� _ C� •�� � � E�Evq�,SL4g _ � � � �, ��� � , 1 �OP �F 5 N B ` \ � #� 1� _ __\ ��_�0.. � ( 4 ` ` `` , ��'`�na'��""�:� �. �-1O"� � ` 8�55��� °� — � — -" �(8155 � i � —� � 'S, Et.�56T'8 ARCHITECT � � ST�A�.� ;,- 5 P OF � �' ' �'p 5 (8j5���') _ � � 1 � y�'::�t � 5 / � (8155�"���� — 42�40 \• r �G ` E�T� � � �<�p,� ` 7_� l '��� ` �� �� I � P �p gLA6 �� r sW A'r ��'�� 'f 0 TTOM ►ONS) r �N � \0 es�, r� � � � , To T�o� � oF 5�� I #a A7 � -0 s� _ D ARCHITECTURE , = ° 8163t a i � '9 S � 1 V�'` _— NA. (i3 LOG tl� �0 ;ti� � r.— ,- -� � I yo ti-y@ �\ ,- � � � ELE�156' ,_ ,_ —�-- �ITOP�ATION � � .t�P�G ,U _ �' �-� - Denver, Colorado _ � � — -_ �� � I \ c> `' -"�� 0 / � SI 2'- ") 1 IE 8156'-3 i/2 _ _-_ - STRUCTURAL ENGINEER 1 A \ O Cg �� L ; �� � � � _ f'� MONR�E & NE1fELL ENGINEERS, II�C � � � I S AB C81$�'�O"��� '� O., S O,QTi �� � 1 , GI 1 ' ,� = AVaN. COLORADO `l E �F I p ` '� 8i �EV�T I /� tiQ �, , ,�0 � O _.�- '� �1 I ,-0�� TO \ �_ SSt��8l63'_O,N \ �p�� � �O,O � ' �� .�4 � � ' _ �_ fGr � '� � G A►'f � BpT'TOP'1 p�T10N5� �� __ �J � `�� \� � <�•L��\ .�� t i I-� � �__r �"' 2 0 � zsq T�U N p. (�3 �- G ABS�C NSU TANTS, ixc '� �'� � o ,o e�s�y�, S � Q Q 520� 1 rrP�� _ — � DENVER. cocoRana .,���", T �/ � O � O• /��'4 \ �Q' G5 1 ' L„ -� �' � ` I _ LANDSCAPS ARCHTfECT _ ' / �� �� / � � ° °c `a.'y � ' �� � � I � � w�tvx associnnrEs � •:�. � / , / , �'� o r�� cO I � _- � �'-O'��, r,�-r // \ � / � T '���C,p� \F<� \ � } �� ��A6� [b155'-0.,� _ TOp O� SL�B � ��'�,. - � i Dsx� �R DbR ARaO �, \ 8�s / ` . F O,p t,,���`�`�'�. 6� L 'O � TOP �F 9 ypT10� � .. �. / ��� \ >, � / � <F C7 ;e?� ty Tj S� � �'.4�,;� �,. ELE�P`T��N I � EL�5 6.. � 11',O � � 4` � VAIL. CoLORADo ' 6, r � CIVIL ENGINEER & SURYEYOR kr � �Ay � C3 � / � $�L � ay�)`y�,q `i��.'48 \ � '��'�'. , 5�' _ S156 � �� 6` '1 -O,. Q; i \\ � / �, 6�T�pS� '�y� 6 /� y C :r� �;a � _ � � � PSAK VAII» COLOBADp�� INC. Ra / `"��. / � \ � `/�.ti�� g � ? ��� ; IS" — � �� 1 �� ' - � , 'op °� � � / ` �' � � �� /� ��; �� — _".. 7 OpTING S�or,.y ���.� / � ,j, / � ,� �o�/ �' ',��,�-„� ._�,� - - .._ - � � I � ': STEp Y '�:, G � �0�'\� / '� , 'oS ``�'.�=����-�,� � � �� /^� �D � ,. ��� I ' , p��`�0 / �\ � ,�.,�,,. = ,��� Q ,�.\ / �y � -qe 1 ���- �., � G2 _ _ -- - PROJECT N0: 20830.01 �/ t0 0 lR7/ � ro � ` \�=�H}��;` O � O _ (�156,_ty,� � � �4 ?3' ��� ����� �� �j �� \` � � ���F o 1 3 ����� I p 5L�8 ` � N0. DATE DESCRIPTION _ _ ' ISSUE ISSUE ISSUE � `� ��$„ �� """�`- ��Q \� �C��U //� \ �� 8�sg,9T�`ps< 1 �o -z;�, 1 E E�?T5 N u ' '�_ _ F _ � , ��� I � _ r 08.25_03 DD PRICING � / \ �OO�Q // j r `��%.�@ � ' � �15 � � a_.� - --�_ '�- �` - 09.15.03 FINAL DD �u� 10.10.03 PROGRESS SET � ��/ � � �� � � _� � '' �� / � � / ° <��� � _" � —(9156'-0..� � pP c�,�-p`B TING I / �- � / \ / / c3 . � 8i -y � � — -""� G2 �TOP A-r10N ; c-�. ^ / � / . Se,rio<,g _ _ - - � - l � EL8�58'-o F� - 10.31.03 ISSUE FOR GMP ��.. � � `S,,k @ I TOF' �B STEP / � / Q� , �/ �0�0 �3, � � ELE�;T�� � I _—— � - 11.14.03 ALT. FOUND. PLAN . ��,�, e` ry / /� .1 : e15 � , � � �0�.\� / � ,�0^ � o,, L _ -- -T� � 01 1.06.04 ISSUE FOR CONSTR. � � "'`��. / n��Pri�,v�� // � „�h� \ � Q� � � -���p" r= N 2.06.04 ADDENDA N0. 1 ( � ) .� , ��� � ��i��bv�l� �0� Q L�� � � � � I1'-D" _ _ � � tNCf✓ Fd"` e�6,. ��`j � �, � `� (9 • � `� '1�_p" �=__'� _ ' UMB GIV►L A,rt W P►P�N� 4 3.10.04 S UENDA NO-I AL �..J �� � \ � � I NG. Rp`�- µ���.,�_�y_ � ,��v, \ fi� ,���� �� �/ �� ,,0 � � 1 � -_ ' �R MW F�TING'(�3 �-�GATIONS) 4.05.04 CONSTRUCTION , �� .a � . o� � � � � o � �� sE�o � � o °�� / � , ;�.: , ti , I � _ � �z s �ry / ��� �---/ i , � � � _ - - � ,o �� `� �� � �, , i , �_ /� �' ' " � � � '-O � '''�:__ / ( � \� ►5 � ' � � � i �. e 4�� / / � , ' \ry� P O pB � �Y / �� -�< � �/ � ` � . � T� 1 - �, _ � ��e�,�-��� � � �� 1� � @��'_ '�='_ , � � �/�. , °` , ° _o., _ H 6 ;,.�x /// i � '� � � _ �.y ? �� ,� � � �i � I i � _ � - �0�.,�� � ,�� � �� ��.._. �� N $�61 < � �° ' �� ! � - - - —" T � \ ; / \` y� �_�-- r" / � �� I � I/8" = i'-O" /�, � ,Y�k 4_ �� � ` / �� � 0.,� � TO v�,,T�oL� ��a�' .. �� � — J � � �815 ' � ' E�"�158''2� �Y 1•'D PL.4N NOTES ' �`�`��, � � , '� "' � F° �,�.���T` � � � I 1 � � I. � INDIGATES PAD FOOTING. REFER TO SGHEDULE ON SHEET 5001 � a ��Lp� ��.;�` � / � qto � � 1 � _ � FOR SIZE AND REIHFORGIN6. 8i�q�q�'i S� � �; �/ u rn � ' � _- �-- I 2. (XX'-XX") INDIGATES TOP OF FOOTIN6 ELEVATION. �`��'1��e - s �9rn I � ' �`�- -<� , ` � 3. ALL PAD FOOTINGS INGLUDING THOSE AT STAIR AND ELEVATOR I Y �`�.,.� SHALL BE 3-O Il�l THIGKNESS, U.N.O. 4'µ�� ?� ��� 1 �1 � - _ GpBB gR6EK DRIVB "ti„J ,SN,,' ' "{ � '"'J 5L� i �_ ' � � �i � � _�- �� 4, GX INDIGATES GOLUMN. REFER TO SGHEDULE ON SHEET 5001 � � , �'"-�.. / N Z � L — — ���TION = �- i _ t� 4,� � n �- � �-_ At1 � O FOR SIZE AND REIT�LFORGIN6. $�6a `-F/ T P �Ti 1`� B � 15S'6 � k: - '�'" GMV �� "'-� � � � R G �e 'Y�.;� E 158 6"1 O ��-�:�„�} �:; -_� - � N-L�p`D $E�P�L p.T 2''�� ° 4 Q � ��. � K,..;� ���'�y '"� y�11TH �5 V�RT _�t-�� C2�TED GEL�-S• � � a :���:�.�=�:�- ��ty�=��"r�-� ► � �N �t1LL'� GN EpO� 2.�p� > o � ,O �-v ��„�..T�����s�F_,�_ � c, l/2.� p{LILL �0�`ppWE�-�LAB• � �C1 / � Vt ZY�,i"_Srx�- � �'�"����.�-'�, I ' „ � iNT�STRIJG'N�`TMP1GA�- c � 1�'�� b� �„��N. E�'qgED). � a�1 �O, � I i� I i . .. 3 2f�'-O ' �'6s �,_8 5i8�� 56,_�� ��5.. ' Vail Park & Garage � , � g at Lots P-3 & d ) O � 16 12 14 L ��� LOTS P-3 & J �sr��•• '�� . � o• .: . . � � � : � �� GARAGE LEVEL 3 • I,i��s y , �'�•. . , �. ;•��' FOUNDATION PLAN , � �C a��Q�� ; 5104 � �i8�� - ��-o„ � , ; , �-� ;,� - _ - ` _ ` s�r y � � ��� �� � �� V� L�Jl�E VII V� LZTIVIE VI � � � � - LOTS P — 3 8cJ VAIL PARK 8c GARAGE AT L�TS P — 3 8cJ - � � �L VAIL I'ARK 8c GAPAGE AT ��- �� DWG. I�KAWIIV� i i i LE ���-- �� n�ti�r (1RQWlNC; T�T�E Date No. vu�C i v. v rr�5. `'�� a"�� �� ��'� � � GENERAL MECHANICAL ��s�.� c�y�ti�`' M001 Mechanical Legends, Notes & Schedules 01/06/04 01 �� C:�vPr �I1P_P.t 01�06�04 01 G003 index of Drawings 01/06/04 01 M040 Mechanical Snowmeit System 01/06/04 01 G004 Information Sheet 01/06/04 01 M041 Mechanical Snowmelt Details 01/06/04 01 G030 Garage Exiting Plans 01/06/04 01 G110 Site Grid Reference Plan 01/06/04 01 01/06/04 01 M 101 Mechanical - Park Level Plan M 102 Mechanical - Level 1 Garage 01/06/04 01 M 103 Mechanical - Level 2 Garage 01/06/04 01 M104 Mechanical - Level 3 Garage 01/06/04 01 cIVIL �i C 100 Civil General Notes o�/os/o4 0� P LU M B I N G w 01 06/04 01 O C101 Existing Topographic Survey � v C102 Site Plan 01/06/04 01 P001 Plumbing Legend, Notes & Details 01/06/04 01 O 01/06/04 01 � C103 Grading Plan P101 Plumbing - Park Level Plan 01/06/04 01 C 104 Storm Sewer Prof ile 01/06/04 01 _ Q � 105 Dee Utilit Plan 01/06/04 01 P102 Plumbing - Level 1 Garage 01/06/04 01 -�I � P Y P103 Plumbing Level 2 Garage 01/06/04 01 Q,�j C106 Shallow Utility Plan 01/06/04 01 C107 Stockp�le Plan 01/06/04 01 P104 Plumbing - Level 3 Garage 01/06/04 01 � � � C108 Construction Detials o�/os/o4 0� ELECTRICAL , � C109 Construction Details 01/06/04 01 _ _ �,M 1 Electrical One-Line Dia ram 01/06/04 01 � � ��q � E00 9 01/06/04 01 ' � U N D E R D RAI N E002 Electrical One-Line Diagram � � r' ����Y e`� D100 Underdrain 01/06/04 01 E101 Electrical - Park Level Plan 01/06/04 01 "'-;� � _ � a E102 Electrical - Level 1 Garage 01/06/04 01 J E103 Electrical - Level 2 Garage 01%06/04 01 - Q � L.4NDSCAPE E1Q�I El�etrical - Lr?val �i C;nmqP 01/06/04 �� T^ a L101 Site Layout Plan 01/06/04 01 . �1 0�/06/04 0� FIRE DETECTION " ^ L102 Site Wall Elevation Plan � � a L103 Site Details 01/06/04 01 01/06/04 01 FD001 Riser Cause & Effect; Details - Fire Detection System Q1/06/04 01 . H ~ L104 Site Details � L105 Site Details 01/06/04 01 � 6 Landsca e Plan 01/06/04 01 FD101 Park Level Fire Detection and Alarm 01/06/04 01 , � L10 p 01 06 04 01 � L107 Landsca e Planting Details 01/06/04 01 FD102 Garage Level 1 Fire Detection and Alarm �� ° � � _ p 01/06/04 01 FD103 Garage Level 2 Fire Detection and Alarm FD104 Garage Level 3 Fire Detection and Alarm 01/06/04 01 LANDSCAPE IRRIGATION � LI-1 Irrigation Plan 01/06/04 01 LI-2 Irrigation �eta��s o�/06/04 0� VERTICAL TRANSPORTATION LI-3 Irrigation Details 01/06/04 01 OWNER/DEVELOPER VT101 General Elevator Information 01/06/04 01 VAIL RESORTS STRUCTURAL VT102 Plans and Section - Elevator 1 01/06/04 �� DEVELOPMENT COMPANY S001 General Notes and Sections 01/06/04 01 AVON, COLORADO � S101 Garage Park Level Framing Plan 01/06/04 01 S101A Garage Park Level Reinforcing Plan � 01/06/04 01 AftCHITECT � S102 Garage Level 1 Framing Plan 01/06/04 0� 42�40 i S102A Garage Level 1 Reinforcing Plan 0�/06/04 0� � ARCHITECTURE S103 Garage Level 2 Framing Plan 01/06/04 01 Denver, Colorado S103A Garage Level 2 Reinforcing Plan 01/06/04 01 - 01/06/04 01 STRUCIR7RAL BNGINEER S104 Garage Level 3 Foundation Plan �ox�oE a� :�. �Gn�. �� AVON. COLORADO - MEP ENGIIJEERS S201 Se�tions 01�06�04 01 ABS CONSULTANTS. n�c - 01/06/04 01 n�xv�x, coi.oRnno S202 Sections tnxnsc�E axxc�cr S203 Sections 01/06/04 01 �c assoc�n�s DENVEB, COLORADO de 01/06/04 01 S�I2RY DOItIIARD S301 Pavilion Roof Framing Plan & Sections vAU., co�.o�wo 01/06/04 �� i CIVIL ENGINEER dc SUftVEYOR S302 Pavilion Roof Framing Plan & Sections PEAK LAND CONSULTANTS, n��. vnir., coLORano ARCHITECTURAL A101 Park Level Floor Plan 01/06/04 01 PROJECT N0: 2os3o.o� A102 Garage Level 1 Floor Plan 01/06/04 01 - issuE �ssuE �ssuE 01 /06/04 01 N0. DATE DESCRIPTION A103 Garage Level 2 Floor Plan - �0.3�.03 ISSUE FOR GMP A104 Garage Level 3 Floor Plan 01/06/04 01 01 1.06.04 ISSUE FOR CONSTR. A111 Pavilion Core Plans 01/06/04 01 A121 Pavilion Roof Plan and RCP 01/06/04 01 A201 Garage Elevations �i jv6jv�- vi A202 Pavilion Elevations 01/06/04 01 A203 Pavilion Interior Etevations 01/06/04 01 A301 �cragz °u�ld�ny Sect;ons 01 /06/04 01 A302 Pavilion Building Sections 01/06/04 01 A303 Pavilion Building Sections 01/06/04 01 A401 Garage Wall Sections 01/06/04 01 A402 Garage Wall Sections 01/06/04 01 A501 Details 01/06/04 01 A511 Details & Wall Types 01/06/04 01 _ A521 Details 01/06/04 01 A522 Details 01/06/04 01 A551 Flrestopping Details 01/06/04 01 v r T es 01/06/04 01 G��$ �ggBS DRIYg�� A601 Door, W�ndow and Lou e yp � �,���� A701 Stairs 1 8c 2 - Plans & Sections 01/06/04 01 a►�''� Q� � 4�3a � Q Q C> � q�po 0 � ° � �d Vail Park & Garage at Lots P-3 & J ► , GENERAL - INDEX OF DRAWINGS � � G003 � � � � , � ___«_ _ __ _ ____� _ _. _ _ _ . � , ,. „_ .. . - � , �� ' . ��q'� Q� C ��� . ��� ��� - _ � rrOL Soils Testin�: Code Consultant: Planning Consultant: Mechanical/Electricai/ Civil Engineer& Surveyor: Landscape Architect: Architect: ' . �� �� Plumbin En eer: �Y(��1°C't �Pa 1'1''t� � ����.�-� � � ' s Koechlein Consulting Engineers ARUP &Partners BAI/BRAUN ASSOCIATES,INC. PEAK LAND CONSULT.ANTS, INC. SHERRY DORWARD,ASLA 42�40 ��.�� `,`�C� 12364 West Alameda Parkwap, Suite 115 901 Market Street, Suite 260 Edwards Village Center, Suite C-209 ABS CONSULTANTS,INC. 1000 Lton's Ridge Loop 1514 Buffehr Creek Road, Unit D31 ARCHITECTURE sf� ��C�` Lakewood, Colorado San Franscisco, CA 94103 0105 Edwards Village Blvd. 1123 Auraria Parkway, Suite 400 Vail, Colorado 81657 P.�. Box 3766 Clie,n� Phone: 303.989.1223 Phone: 415.957.9445 P.O. Box 2658 Denver, Colorado 80204 Phone: 970.476.8644 Vail, Colorado 81657 Fax: 303.989.0204 Fax: 415.957.9096 Edwards, Colorado 81623 Yhone: 3U3.G'L3.G'LUU Fax: 970.476.8616 Phone: 970.47G.9537 16L1 12S1H Jtreet, �uite LUU VAIL KESORTS Fax: 303.623.8435 Denver, Colorado 80202 DEVELOPMENT COMP�NY Contact: William Koechlein Contact:Armin Wolski Phone: 970.926.7575 Contact: Mark Tarrall Fax: (same as phone#) Fax: 970.926.7576 Mechanical Contacr Bob Potzer Contact: Sherry Dorward Phone: 303.292.3388 Contact: Tom Braun Electrical Contacr Tom Torzewski Fax: 303.292.3113 y ` Plumbing Contact:Alex Valdez Conta.ct: Robert Fitzgerald p.0. Box 959 WENK ASSOCIATES, INC. � 1035 Cherokee Street 137 Benchmark Road Denver Colorado 80204 Avon, Colorado 81G20 � Vertical Transportation: Acoustical Consultant: Waterproofing Consultant: Structural En�ineer: Phone: 303.628.0003 Pre-Construction Services: phone: 970.845.2535 rT1 Fax: 303.G28.0004 Fax: 970.845.2358 O �i� LERCH,BAZ"ES &ASSOCIATES Sonics,ESD WISS JANNEY EISTNER ASSOCIAT'ES,INC. MONROE & NEWELL ENGINEERS,INC. Contact: Billy Gregg �DER CONSTRUCTION Contact:Jack Hunn � 7899 South Lincoln Court, Suite 200 130�/2 Dunecrest Avenue 10881 West Asbury Avenue, Suite 110 70 Benchmark Rd., Suite 204 543 Santa Fe Drive O Littleton, Colorado 80122 Monterey, Califomia 93940 Lakewood, Colorado 80227-1970 Avon, Colorado 81620 Denver, Colorado 80204 � Phone: 720.283.8182 Phone: 831.64G.9711 Phone: 720.962.8688 Phone: 970.949.77G8 Phone: 303.825.1313 � �y Fax: 720.283.8184 Fax: 831.G46.9780 Fax: 72Q.962.8488 Fax: 970.949.4054 Fax: 303.825.3223 F'�'� Contact: Scott Shepler Contact:Jim Barath Contact: Chris Morgan Contact: Peter Monroe Contact: Doug Thompson � V � � � r,� ,..'F .���,K , ,3 M r'�I ' ' • Material Indication: S mbols: General Notes: General Site Ma : ��-����� �� -�t Abbrevlat�ons. y � .� � LFADER � �`d' �',� �.��� � '����t�lt�m h`'"." C-+ A.C.T. - ACOUSTICAL CEILING TILE _ _ �- 1 . All construction shall comply with the codes referenced �� ������"�"'�'"` ���� � :��� � GENERAL 01 WOOD/PLASTIC OG herein and all a licable local, state, and federal re ulations �' AES - ARCHITECTURAL EXPOSED STEEL , „ PP . 9 �� z �.7 A.F.C. - ABOVE FINISH CROWN � -° regulations having �urisdiction. �� ��� � DIMENSION STYLE `���`� A.F.F. - ABOVE FINISH FLOOR 2. Refer to Technical Specifications for additional A`"�� �'°"�� . � � ALT - ALTERNATE 3 requirements. � � �r � � �/''� a CER/tiMIC TILE FINISN WOOD �� `' ���� ��""'x� V 1 ALUM - ALUMINUM 3. Refer to Civil drawings for the bench mark locations. . �.�� � � � � „ B.D. - BALCONY DRAIN . � �. � , � ` �203 � 4. The Contractors shall investi�ate, verify and be responsible , . , � ,�� '�� � BLDG. - BUILDING INTERIOR ELEVS. for all conditions of the pro�ect and shall notify the Architect � � , '���`� e ,�,��. � � B.O. - BOTrOM OF WOOD of an conditions re uiring modifications or an discre ancies ' �����.�� � _ � '� , � �� � B.O.D. - BALCONY OVERFLOW DRAIN GLASS BLOCKING y q y� P � � �`�°° , - � °Q . � � 4 between the drawings and existing conditions pr�or to . . CJ - CONSTRUCTION JOINT FRAMING proceeding with wor-k. . . r � � E �i�e���� .I�� � �� � � - CENTERLINE � 5. Contractor to protect all in place construction, landscaping, ` � ' . : , : � �� � CLG. - CEILING - - - - A�o� ELEVATION REFERENCE paving, utilities, etc., from damage during construction. All � � � � � . , . paving .construction, damaged landscaping: etc., to be restored � � ����,� �, � CLR. - CLEAR � CONCREfE/ ____ PLASTIC to original condition by Contractor damag�ng same. ��, �� �� � F � � � C.O. - CENTER OF PLASTER - - - ����. �= . .� , �. �= 6. Notes appear on various sheets for different systems and � ��,� , � � : � � �� �.�' C.O.F. - CENTRE OF FLUE FIN. FLOOR ELEVATION TAG c o n s t r u c t i o n m a terial. Al l s heets are to be rev�ewed and notes `�'� �' � . �''������`�� ° : � � COL. - COLUMN 8 1 5 7 -� on any one sheet are to be applied to all related drawings and ` :���,��� ° '�����' � �,� ' , �� � '� $ CONC. - CONCRETE STTEWORK- 02 PLYWOOD details. � � , .. ,t � • C.O.W. - CENTER OF WALL (Small Scale) , � ' . .' Y , : ,; -, CT. - CERAMIC TILE _ = 7. Details not shown are similar in character to those detailed � , : �_. , Y'r�-.��►�s�,�,�,�a , O�1VER/DEVELOPER 3.�J GRIDBUBBLE Where specified dimensions, details or design intent cannot be ���� � ����..� . `,� , CPT. - CARPET � I I=� � �_� � UNDISTURBED Worermined, consult the Architect prior to proceed�ng with the � � � �s���;�: � ; �� � , + ; ����� VAIL RESORTS D.D. - DESIGN DEVELOPMENT - EARTH PLYWOOD . � DIA. - DIAMETER � � � ' . � Lar e Scale) 8. Do not scale drawings. �' DEVELOPMENT DWG. - DRAWING � g y MEP, FP, Structural and , �,,� ����� ,� . COMPANY \�\�\� 4 _ WALL TAG 9• Should an conflict occur between, � �' ��� �� (E) - EXISTING �j\�j\�j\ SPECIFIED � Architecturol drowings, Controctor sholl notify Architect - . - , avoN, coLOxaDo EL. - ELEVATION �� �� �� BACKFILL immediately for interpretation. . � � � FD - FLOOR DRAIN INTERMITENT UNIT 10. Partitions are dimensioned to the face of the gypsum wallboard y ' �� �, , FEC - FIRE EXTINGUISHER CABINET v BLOCKING/SHIMS P�oo ROOM TAG or sheathing unless noted otherwise. ARCHITECT F.F. - FINISH FLOOR ASPHALT 11 . Door openings that are not dimensionally located are to be 42�40 � F.H. - FINISH HEIGHT ° PAVEMENT �oo DOOR TAG centered between walls or positioned with one jamb against an N ARCHITECTURE . FIN. - FINISH THERMAL/MOISTURE � ad�acent wall or column as shown on the plons ond/or Denver, Colorado determined from the details. ���„ -`����:�:��. F.L.R. - FLOOR PROTECI"ION - 07 O WINDOW/LOUVER TAG 12. All exterior soffits shall be constructed with rigid frame �"` y Mor,R��Ux��G�, n�� `- F.R.T. - FIRE RETARDANT TREATED ��� _ BITUMINOUS members and shall resist uplifting wind loads of at least A�oN. �o�o�wo , FRP - FIBER REINFORCED PLASTIC SETTING BED 01 DEfAIL/ENLARGED PLAN 1 .5 times w�nd pressures. ,� �G� - F.O.S. - FACE OF STUD BATT / LOOSE A101 REFERENCE ABS CONSiJI.TANTS, n�c 13. Elevator shaft walls shall withstand minimum inward and n�, co�o�wo _ F.O.S.T. - FACE OF STEEL TUBE SAND INSULATION outward actir�g pressures as per Specifications (section 09260), FRP - FIBER REINFORCED PLASTIC - �armS��E �xc�cx 03/A101 WALL SECTION rrhqnufacturer s recomr�endation, and as required by code; ��x �SO�r��s DENVER, COLORADO FRT - FIRE REfARDANT TREATED , „ „ � INSUL (dashed to � REFERENCE w ichever is more res rictive. . � Sf�iRy DORIIARD F.V. - F I N I S H V E R I F Y � / \ / � / r e d u c e c o n f u s i o n 14. All dissimilor metols shall be effectivel y isolated from each B u s l c�i n g S u m m ary: v�.. �ow�o FVC - FIRE VALVE CABINET ' ' '` ' ` with details) other to avoid molecular breakdown. CIVIL ENGIIQEEA dc SUI2nEY0R GWB. - GYPSUM WALL BOARD CONCRETE - 03 � 15. Refer to Plumbing Drawings for locations of all floor drains, p�` �,c a��"�. �`�. G.C. - GENERAL CONTRACTOR BUILDING SECTION trench drains, sumps and subsoil drainage unless noted otherwise. GFRC - GLASS F;BER REINFORCED CONCRETE A101 REFERENCE I. Code Summary: • :�. ARCHITECTURAL RIGID 16. All penetrations of ductwork, conduit, piping and similar work HDWR. - HARDWARE :','�•`- . �' ` • CONCRETE INSULATION �- - - - -� through fire rated assemblies shall be sealed to maintain the H.M. - HOLLOW METAL •` �• ° =j i �' (Heavy Poch'e) roting of the assembly with o UL opproved moterial. A. Building Height: T'hree floors below-grade parking PROJECT N0: 2os3o.o� t DEfAIL/ENLARGED PLAN ara e with landsca ed ark and surface arkin at ISSUE ISSUE ISSUE H.P. - HIGH POINT ` REFERENCE 17. All equipment installed in return air plenum shall be approved g g p p P g N0. DATE DESCRIPTION H.T. - HEIGHT REINFORCED , �- - - - -� by the oppropriote governing ogency for compliance with code. gradewithverticaltransportationpavilion. Pavilion - �0.3�.03 ISSUE FOR GMP - �' °' SEALANT L.P. - LOW POINT ., .. CONCRETE heightrestrictedbyviewcomdor. MFR. - MANUFACTURER (Light Poch'e) (W/backer rod) � $� of als st uctural�elements.or exact location, size and thickness � - ��.�s.o3 DRB MTL. - M ETAL B. P o��loor Area: 44,995 s.f. below- ade 01 1.06.04 ISSUE FOR CONSTR. M.R. - MOISTURE RESISTANCE , 19. A finish or Fire rating indication on a wall shall mean the -' � C� PRE-MOLDED 2 PLAN DRAWING ID TAG entire length of wall is to be finished or Fire rated as indicated. C. Construction Classification: N.A. - NOT APPLICABLE � . � � . GROUT � s = � -o owc.owc N.I.C. - NOT IN CONTRACT �. FILLER 20. General Controctor shall coordinote all equipment bose and Gaxage: TYPEI-A(Unlimitedfloorarea housekeepinq pods with Mechonicol, Plumbinq and Electricol and building height; Table 406.3.5) iv.i.5. - ivv i i u J(�ALt contractors. �quipment base and housekeeping pads to be O.C. - ON CENTER , minimum of 4 high and to be instolled beneoth the projected Above Grade Pavilion: TYPE V-B O.D. - OUTSIDE DIAMETER b - 4 . , � . COMPRESSIBLE area of equipment. O.F.C.I. - OWNER FURNISHED, CONTRACTOR INSTALLED ,' ,, . � PRECAST FILLER 21 . Generol Controctor shall coordinote oll Mechonicol ond Electrical D. Primary Occupancy Classification: CONCRETE Garage: S-2 O.F.0.1 - OWNER FURNISHED, OWNER INSTALLED floor and wall sleeves and all Mechancial shafts with Mechanical, � � � Vf�"t-� V� JI-I L I Ir11VV I��l.il Ivll ll'. � IC�1 G IDI V�C�.lilll�Jl�� Lll'.Vll II�.�JI� Jll UI�.IUI U� �dl�l.i L. VVVLI�1LU11.LVZLLL�CLVLVI. v.n. ° OPP. - OPPOSITE DOORS/WINDOWS-08 Architecturol Drawings. Garage: 200 occupants per sq. ft. , PART. - PARTIAL MASONRY- 04 22. Construction of work indicoted on the drowings os (NIC) is Not F. Applicable Codes: P.LAM - PLASTIC LAMINATE Included in this Contract. Subsequent drowin s and specifications P LYW U - P LYW U U D G LAS S � 1) International Building Code (2003) BRICK �St'Y'1C1�� Scale) will bc 3ubmittcd for 3cparatc approval or t i3 worlc will bc PTD - P A I N T E D c o m p l e t e d b y o t h ers outside this sco pe of work. 2) International Mechanical Code (2003) (PI o n) 3) Intemational Plumbing Code(2003) R - RADIUS 23. Coordinate placement of all ceiling elements with Mechanical, RB - RUBBER BASE Electrical ond Fire Protection installer. Where discrepancies 4)National Electrical Code (2003) R.D. - ROOF DRAIN GLASS exist between drowings ond instollation, consult the Architect 5) International Fire Code (2003) RE: - REFER TO CONCRETE (Lorge Scole) prior to proceeding. 6) Intemational Energy Conservation Code (2003) MASO N RY U N IT 7) International Fuel Gas Code (2003) REQ'D - REQUIRED (Plan) 24. All material quantities shall be coordinated with Architectural, R.O. - ROUGH OPENING Civil, Structural ond MEP & FP drowings ond shall not be limited 8) Americans With Disabilities Act(ADA) R.O.D. - ROOF OVERFLOW DRAIN STRUCTURAL to ony single discipline. 9)ANSI A117.1 - Specifications formaking C 0 N C R ETE Buildin s and Faciliries Accessible to and R.O.W. - RIGHT OF WAY MASONRY UNIT GLASS 25. All floor and roof elevotions ore to top of sheathing unless Usableb Ph sicall Handica edPeo le R.S. - ROUGH SAWN (Elevation) noted otherwise. Roof Elevations are noted at high points unless y y Y PP P SC - SOLID CORE noted otherwise. �ggBS DRIyg�� �oxB SHT - SHEET 26. All switches ond controls for lights, heat, ventilation, window � ����� SIM. - SIMILAR BRICK FINISHES - 09 treatments, fire alorms, elevator call buttons, ond all similar I. Square Foot&Parking Summary: a��L� [�� � SS - STAINLESS STEEL (Elevation - controls of frequent or essential use shall be placed within reach a STD. - STANDARD Small Scale) for individuals in wheelchairs as required by the handicap code. q, g g ��a ° 4 p p C ERAM I C TI LE A. Lots P-3 &J S Ft. Loadin Parkin STL - STEEL 27. Monufacturer s nameplates, trodemarks, logos or their Bays Spaces � `��Q STRUCT. - STRUCTURE (STRUCTURAL) BRICK identification shall not be v�sible in public areas. '� T.O. - TOP OF (Elevation - 28. Provide blocking os required for all woll mounted items. 1. Garage Level 3 � ad T.O.B. - TOP OF BEAM Large Scale) . GYPSUM BOARD g� q• a. Parkin 10,768 S Ft. N/A 26 T.O.D. - TOP OF DECK METALS - 05 (Large Scale) 2. Garage Leve12 Vail Park & Garage T.O.R.D. - TOP OF ROOF DECK a. Parking: 17,287 Sq. Ft. N/A 43 at Lots P-3 & J T.O.F.D. - TOP OF FLOOR DECK STEEL 3. Garage Level l T.O.F.F. - TOP OF FINISH FLOOR RESILIENT T.O.A.W. - TOP OF ABUTMENT WALL FLOORING a. Parking: 16,940 Sq. Ft. N/A 41 , T.O.C. - TO P OF CO N C R ETE Sub Total: 44,995 Sq.Ft. 3 110 T.O.P. - TOP OF PARAPET T.O.R. - TOP OF RAIL ALUMINIUM CARPET LOTS P-3 & TOS - TOP OF SLAB/STRUCTURE 4. Paxk Level T.O.ST. - TOP OF STEEL a. Parlcing: 7,150 Sq. Ft. N/A 25 TYP. - TYPICAL � UNO - UNLESS NOTED OTHERWISE ACOUSTICAL Total: 52,145 Sq. Ft. Hanson 135 INFORMATION VCT - VINYL COMPOSITION TILE TILE ��h SHEET � V.I.F. - VERIFY IN FIELD Road W. - WIDE - W/ - WITH LZoneg G 0 0 4 WD. - WOOD � W/0 - WITHOUT WP - WATERPROOFED � - - . � � �� ��',�� ;��� �� �. � ` STAIR 1 STAIR 2 STAIR-1 f ' � �,� � , ��L Occupant Load: 54 Occupant Load: 43 Occupant Load: 43 ; � �'��;;�l,��� Door Exit Width Req'd: 8.1" Door Exit Width Req'd: 6.45" Door Exit Width Req'd: 6.45" _ � c�����rf' ��;.,�;-��� Door Exit Width Prov'd: 33" Door Exit Width Prov'd: 33" Door Exit Width Prov'd: 33" ��/;^ �A. ;� L 4r � O� S t a i r W i d t h R e q'd: 1 0.8" S t a i r W i d t h R e q'd: 8.6" S t a i r W i d t h R e q'd: 8.6" •. ���,` � ,,���' `� Stair Width Prov'd: 44" Stair Width Prov d: 44" Stair Width Prov'd: 44" � �_�� �:Fi°���,,,.� ra � , � , _ z� �--- _ • � ` � 0 ��. � ��� � o ���. � . • �� �.� � � � .��w F� . = '- ,��" � �` ` ' ,��ys� ���, � �l � ''��i � ' � � � � Travel Distance,, 7 .� , ,.- � (<400') ;'�*" '� � ' .t � � �:�a��� � � ���� : � � � � ,r���' �-,�� � � � i����::' � : ;j' 1 y;G.": �.y,�,, �'tm ' �� ����'�Y 5� �,J��,� �'t ..� � * � ' � - ' ��: L ".;4.�^S� �.�� ,�" , �> , Travel Distance-138 `"�- �`�`[� � v' (<400') `�� Q �"N' °� Travel Distanc 07 � �"� � �, s a � � � / c<400 , 1 I � F ,,�;"'' y "'�,. =��� � ��r � / � � ,s£ �� � _ ' �Travel Distance=133' � � ♦ '`� � �" 4 1 � c�-�oo>> �, , ���� ' 1 � �i�'�F ' r � (a % ' ` ��� '� M.� /;;�` .�"�� � �� , ' �!% � �ar �/ � � ±"��,�,. ` , , ' � �' �► �� ` � r+���,�' ' ' � ��,� ^�°� � rF �+�,'� }"x ,�'' !sr� ,'s�'� � �� �4�� � t:ik�,� ��� �� ,�� ��y Travel Distance=227' (TO - IR 2) �_, r€ (<400') :�.� �'� OWNER/DEVELOPER '� � � f ;�t PARKING LEVEL 3 ��� � PARKING LEVEL 1 VAIL RESORTS Occupancy Type: S2 �, - r�� Occupancy Type: S2 DEVELOPMENT ,..� Occupancy Load Factor: 200 SQ. FT./OCG ``� � �� Occupancy Load Factor: 200 SQ. FT./OCC. COMPANY Total Sq. Footage: 10,768 SQ. FT. �, �' Total Sq. Footage: 16,940 SQ. FT. Occupant Load 54 OCC. �� '`���-�� Occupant Load 85 OCC. AVON, COLORADO 2 Exits Req'd � � � 2 Exits Req'd ��� _ ��� AftCHITECT i <,�' ���. 42�40 _ � ���,, ARCHITECTURE �'� Denver, Colorado . � -� ,,a� GARAGE EXITING PLAN — LEVEL 3 � � y ����, GARAGE EX NG PLAN — LEVEL 1 � �U�. �G� 4 AFP56 f?" � � AFP78 �' MONROE de NEifELL ENGINEERS, INC � �b� o�'�' nvox, coLOxano ' � �` �:,;�+ MEP ENGINEERS _ �` �,� v ,�;'�� ABS CONSULTANTS. INC �r� �� DENVER, COLORADO r STAI R��� ,��''� tarmSC�E AxxcmxECr STAIR 2 STAIR 1 % Occupa��a,,Lood: 70 STAIR 1 ,�-�`�"�� �`�coioa�no ,� Occu ant Load: 43+27=70 Occupant Load: 43 / Door Exit ��dth Req'd: 9.8" Occupant Load: ��� SHERRY DORI/ARD �� DoorPExit Width Req'd: 9.8" Door Exit Width Req'd: 6.45" � Door Exit r��h Prov'd: 33" Door Exit Width Req'd: 6.' ,_" ,���� vnn„ coi.ox�wo �,�° CIVIL ENGINEER dc SURVEYOR Door Exit Width Prov'd: 33" Door Exit Width Prov'd: 33" � Stair Width Rei�d: 14'� Door Exit Width Prov'd: 33' �,-� PEAK LAND CONSULTANTS, n�rc. Stair Width Re d: 8.6 � �-�. '� Stair Width Re d: 8.6 � van, coi.oRnno Stair Width Req'd: 14" q' " ' Stair Width Prov�� 44 q� »�;, - Stair Width Prov'd: 44" Stair Width Prov'd: 44" �=�..� Stair Width Prov'd: 4�4�."�� �" �=�'�,� Y��r., �"�' �o-� PROJECT N0: 20830.01 �-.{.. �... ��0�, ,. � ��� �°� ISSUE ISSUE ISSUE ���' N0. DATE DESCRIPTION �, . �w �--,� ,`; � i;�,� °'" — 08.25.0 DD PRICING � a�' '`�a,. �"�r � — �d� , ;��� ��;�� �—�__ 09.15.03 FINAL DD r li �' �.�'F,"e. �� . J'n_, � �� ,� — 10.31.03 ISSUE FOR GMP `"3 �'v' ��� �}`� 01 1.06.04 ISSUE FOR CONSTR. �� �.� . H} D , _M1(�; � � 1 O ���� S�� J �,, Q �� � �°� ���'�� �� .���; . �� / ��,r ,�," �,�'�'�, OO�" '�� � � � ��� ��o ��� � �� �� ��� 1�.."f. g` r� � - �� �' , ^c - ,E�f' r M �c+ls�,,� �z ` .I �Z� ��'s��, QO '`x'€� r �,�. ���� ����'� � � �� � 1 ` }�� .� / � ��*�'�` _ '!.. 1 �, ` �3� ��� ��ua �O 4 � �r4� �� ���, �° - � � -�� o � r �:�� , , r� �� ���! o°O ��� �`" -�- � �"t� ' � •�,w ��� , _ _. � � �.��, 1 ��°° �' ��,, � �-� � �; `� ' ° � TraveC Distanc 07' �� ' � � ' ° �(<400') � _ � � `� '� 1 ,� �� � �. 1 ��' `��� 3;; � �, ���: � , F , �� ��. � 23 Occ. from� �-.� �� �°���` lower level 5i� � , �����. , �„i o�� � �� �Y �� � ����, GORB �x88% DalYg� �,;r" �� ���`'; R� ����� , �� �` Q AtL� Q� � r �-. A�� �+� ' �"` ��, 4�` ° CJ �J �� ' � ��—Trave ;D� �` ce=138' �`� ��� * � �.;�, (<4 ') ��,, `����� � q�o° , ���; � Q � �r, `��� a� � a- :��, ac-�o '�� ,�,,t�' `�;� �� �, rage '��� �.�, & J �� W� � � p ���� . ��,�� � S P-3 & J PARKING LEVEL 2 RAGE Occupancy Type: S2 ITING '� � Occupancy Load Factor: 200 SQ. Ff./OCC. � T ATT ' Total Sq. Footage: 17,287 SQ. FT. N ��v� - Occupant Load 86 OCC. n•.. � n r •� n � � , : GARAGE EXITING PLAN — LEVEL � � r SITE EXITING PLAN — PARK LEVEL G O O 3 ,�ss 1 ,�92 � ' SCALE: 1/16" _ 1'_U" ' ' �,�- � ��'� � �,� _ � �,�,� � _ 78,_0„ 3 �� �� ���1 :�:d cq�#� ,�� ����� 1����'� � ,�°�"��� ' 2j' , �� � �������. t�� _��" `5 1 9 � / � \ � ' '8�_w�� �� � ' :J � ' �'1�!) ._ � / - A � 28'—sn 9 � ' � �� _ � w -�_ , � � - - � o _ o , _ , � ro � _ , � _ � � `\ , / � C ` � `� � _ � �� � / , 1 � ����� ` •V��S. SY'A'f?3':;g ry� : � ` .ti� /' '�x�.�. � I � �' �F,=�-���� `�'� _ / ` 2" ���� q r;�� �.. � � , .-� � . � � za;.� , :��z�y wn.�f.?;...r.y:',yr 'm �W�� � � ' V��x J�`` �°.�'�y- , iiE` %� � / � �\ � � ��"- ���.t?<�'E+ N _ _ y;:� o i �` ��, ��:`� a i _ ` � - ` _ � E _ � � �, , a � ' � � � P � ' _ � � i--� A � � � H _ _ _ ` _ �i E � � — � �' � _ �� _ -` ` N _ p2 p3 1 � � ` � �2'�s�� P4 � B �'s �� _ N � 3�_9» PS I , — 1 p �'-��„ _ _._—.-- c � e - ` / s�_4„ _ �_ _ � ` _ � �`= _ � — —�r I OWNER/DEVELOPER N N � - --` � � VAIL RES4RTS o � ° � ` � DEVELOPMENT ,�� � Pc ' � COMPANY � � � � I � AVON, COLOftADO / � / � / I J � J \ � PD f` � ARCHITECT - _�_ _ 42�40 _ � ' �-� � � i i ARCHITECTURE �� d- � ` / Denver, Colorado . � / � � , � �, _ D � / �� ` ` STI2UCTURAL ENGINEER _ ' _ MONROE dc NENELL ENGINEERS, INC \ --- AVON, COLORADO - ` ` / / � � ��'� � DENVER�COLURADO \ / — —� ABS CONSULTANTS. INC IANDSCAPE ARCffiTECT _ / \ ` / — —� � ' 11ENK ASSOCIAI'ES —� DF.NIIER, COLORADO � & SHERRY DOftBARD \ VAII„ �. / � ' � PEAK LANDINC�ONSULTANTS�INC. / \ / ry�� ' � VAIL, COLORADO \ / PROJECT N0: 20830.01 � � � ISSUE ISSUE ISSUE 2 N0. DATE DESCRIPTION / 2���,, � � — 09.15.03 FINAL DD � � / — 10.31.03 ISSUE FOR GMP / � 01 1.06.04 ISSUE FOR CONSTR. / � — —�-" I � / � \ � � � �o I U � � � � �,� I I �e, � i i �s� � � � / I � \ , _ � \ / � � 1 \ , � � � \ 6 � � H 2�: � � _ -�------' s� � _ _--- � — ----- —r---- _----- � � — N / ' , O 44.0! o � � I ��ORE �xEBB DRIVg � � R �� r . a��y� �� � 8�s.. � � � � � K 4�a � �, p C> . ' - _—_ � - � ��� � � _ ��_ — �o�-o" � �d __--- -- — 18'—0" �? 1 � � J � 26'-0•' ,�°'U' 1 � 7'-�" � $ Vat Lots P-3 & J e � 16 12 14 £ LOTS P-3 & J SITE GRID V REFERENCE PLAN N � � . � 110 1 SITE GRID PLAN A—GRID—OVRL = SCALE: 1/S" - 1'-0" , � PEAK LAIm CON3ULTANT3�INC. PEAK CML E�KdINEEFiCVCI,NC. 970-476-8044 FAX 970-476�8616 1000 LION'S F�OE LOOP VAL CO 81657 GENERAL NOTES 1. ALL CONSTRUCTION SHALL MEET OR EXCEED TOWN OF VAIL STANDARDS, AND BE SUBJECT TO OBSERVATION BY TOWN OF VAIL REPRESENTATIVES A COPY OF TOWN OF VAIL STANDARDS MUST BE OBTAINED BY THE CONTRACTOR 2 PROVIDE DEWATERING FOR GROUND WA7ER ENCOUNTERED DURING EXCAVATION AND TRENCHING. CONSTRUCTION � � DEWATERING PERMITS ARE REQUIRED AND MUST BE QBTAINED BY THE CQNTRACTOR IF GROUND WATER IS ENCOUNTERED. CONSTRUCTION DEWATERING PLANS ARE BEING PREPARED BY JEHN AND ASSOCIATES. CONSTRUCTION DEWATERING _ SHOULD BE CONSIDERED PART OF THE WORK. f 3 NOTIFY OWNER AND ENGINEER IF NEED ARISES TO PERFORM WORK OUTSIDE OF PROJECT LIMITS. DO NOT PROCEED WITH � WORK UNTIL PERMISSION IS OBTAINED � 4 THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE � FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES THE � CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. CONTRACTOR WILL BE RESPONSIBLE � FOR FENCING, TRAFFIC, AND PEDESTRIAN PROTECTION AROUND THE EXCAVATION AND SHORING. � 5 CONTRACTOR SHALL COORDINATE ALL WORK SO THAT TRAFFIC DISRUPTIONS ON AFFECTED ROADS ARE MINIMIZED AS MUCH AS POSSIBLE CONTRACTOR SHALL COORDINATE ALL ROAD CLOSURES VNTH THE TOWN OF VAIL PUBLIC � � WORKS DEPARTMENT, THE TOWN OF VAIL EMERGENCY DEPARTMENTS, AND ALL AFFECTED ADJACENT PROPERTY OWNERS. 6. OBSERVATIONS OF THE WORK IN PROGRESS AND ON—SITE VISITS BY THE ENGINEER ARE NOT TO BE CONSTRUED AS A � GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. � �, 7 SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT ( ' ) � THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULAl10NS RELATING HERETO `` , � • "``�>,f. � <;,..<;. $ CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK SHOWN "BY OTHERS" WHICH INCLUDES BUT IS NOT °�" '' LIMITED TO INSTALLATION OF UTILITY COMPANIES FACILITIES. �(-�> .�:-.:•:: ,�`��;.:; �;;�;��:'i:°::.`:`' � 9 CONTRACTOR SHALL OBTAIN AT HIS EXPENSE ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING, WHICH ARE NECESSARY f.,;;,y;vF�.;:::,-::;,.,;;,,?;;4;:�' TO PERFORM THE PROPOSED WORK, INCLUDING SOILS AND COMPAC110N TESTING. COPIES OF ALL PERMITS, INSPECTIONS, %:,:;`.;;:";°,<:r<:::;,,; �%-'' %� ' AND MATERIALS TESTING RESULTS ARE TO BE SUPPLIED TO THE OWNER, AND ENGINEER AS SOON AS PRACTICAL ''`'`'`. ``�;,',���",�,'. " "' : ,;� ,;;f` �::''':.::.<:.:�.> 10 THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE SOIL TRACKING ALL SOIL TRACKED QFF SITE SHALL BE IMMEDIATELY f' <>' ;!%;;:..;<;.€.• ;>,°.;,,' ,;�;:f,f „ ,;. ,.;. CLEANED UP TO THE SATISFACTION OF THE ENGINEER AND OR THE TOWN OF VAIL �'f:;;:;;'""`°<��" �°��:� � �:2: 11. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES. OR TUNNELS SHALL MEET THE REQUIREMENTS OF THE �<>:"`��->;.:>:::.::::,�V � OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, COLORADO DiVISION OF y 0 MINES, OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER APPLIES � a �':4.4y; ,�� ;�" � 12 THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS AND IRRIGATION FACILITIES DURING CONSTRUCTION AS ° � NECESSARY TO PROTECT ROADS AND PROPERTY, AND PROVIDE CONTINUOUS IRRIGATION SERViCE. � 13 THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION y� � CAUSED BY HIS ACTIVITIES, INCLUOING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC THE CONTRACTOR � JI'1ALL I'1AVC IUGIV IIrItU t'KU(,tUUKtJ tUK I"IHIVULIIVV �'V ILIV IIHL F'VLLU IHIV IJ HIVU I"IHVC IUCIV II�ICU JYILL YRCVCIV IWIV HIVU RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE � 14 THE CONTRACTOR SHALL NOT SCALE DRAWINGS FQR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIQNS OR � � VICINITY MAP DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOl1FYING THE ENGINEER, HE DOES SO AT HIS OWN � RISK. �—� � 15 DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND � CONSIDERED PART OF THE WORK. � �i� i� TOWNSHIP 5 SOUTH 16 REFER TO GEOTECHNICAL ENGINEERING STUDY BY KOECHLEIN CONSULTING ENGINEERS, INC_ FOR PAVEMENT SECTIONS AND � 4 SEC 6 SEC 5 COMPACTION REQUIREMENTS. PARKING AREAS, AND ROADWAY AREAS MUST BE CONSTRUCTED ACCORDING TO sEC s REQUIREMENTS IN KOECHLEIN ENGINEERS REPORT, AND TOWN OF VAIL STANDARDS ALL SUBGRADE COMPACTION PER ° j KOECHLEIN ENGINEERING REQUIREMENTS. 17. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE SUSPECTED IN TOPOGRAPHY AS DEPICTED HEREIN. 18 THE CONTRACTOR MUST INSTALL AND MAINTAIN EROSION CONTROL FACILITIES PER THE STORMWATER MANAGEMENT PLAN. � ADDITIONAL EROSION CONTROL MAY BE REQUIRED DEPENDING ON SITE CONDITIONS AND WEATHER AND IS CON5IDERED A a PART OF THE WORK. � SE�� SEC 6 a 19 CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORMWATER CONSTRUCTION DISCHARGE PERMIT, ESTABLISHING FINAL � STABILIZATION OF THE SITE AND SUBMITTING AN INACTIVATION NOTICE PER THE REQUIREMENTS OF THE STORMWATER � 'O CONSTRUCTION DISCHARGE PERMIT. S�o � � 20 STAGING AREA LOCATION TO BE DETERMINED BY CONTRACTOR WITH COORDINATION AND APPROVAL BY OWNER AND O�PNEK/DEVELOPER STONe W ENGINEER ALL CONSTRUCTION EQUIPMENT, FUELING TANKS, FIELD OFFICE, MATERIALS STAGING, ETC. SHALL BE LOCATED R,v� Z � WITHIN THE LIMITS OF THE STAGING AREA � Z 21 EXISTING GRADES WITHIN THE CONSTRUCTION LIMITS WERE OBTAINED FROM FIELD VERIFIED INFORMATION, HOWEVER VARYING VAIL RESORTS � FEATURES MAY EXIST. DEVELOPMENT 22 ALL CONSTRUCTION SHALL CONFORM TO TOWN OF VAIL OR ERWSD STANDARDS AND SPECIFICATIONS AND BE SUBJECT Td CONSTRUCTION OBSERVATION BY THEIR REPRESENTATIVES COPIES OF MUNICIPAL AND DISTRICT STANDARDS MUST BE COMPANY �.K OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED C�PY OF THE PLANS (APPROVED BY �`�' THE TOWN OF VAIL AND ERWSD) AND ONE (1) COPY OF THE APPROPRIATE SPECIFICATIONS ON THE JOB SITE AT ALL AVON, COLORADO TIMES. THE CONTRACTOR SHALL HAVE ONE COMPLETE SET OF CONTRACT DOCUMENTS ON THE JOB SITE AT ALL TIMES _ GRAND JUNCTION 23 SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, LANDSCAPE, AND STRUCTURAL PLANS FOR ANY ADDITIONAL NOTES AND REQUIREMENTS FOR CONSTRUCTION �g� pg gg�pgp 140 MILES � N T 24 CONTACT THE TOWN OF VAIL PUBLIC WORKS DEPARTMENT FOR A SCHEDULE OF DATES, HOURS, AND ANY OTHER 42�40 "► � f R S T A T ACTIVITI�SSN CONRDICTION�WITH THE�CONSTRUCTI NTACIIVITY.TOWN OF VAIL THE CONTRACTOR IS RESPONSIBLE FOR ALL , s� P�� f 7 0 R��q� � ti 25 THE CONTRACTOR IS RESPONSIBLE FOR TREE PROTECTION ON THE SITE ARC H ITECTU R E " � � 26 ALL WORK SHALL BE COORDINATED WITH SHORING PLANS BEFORE CONSTRUCTION BEGINS.OR BEFORE ANY CONSTRUCTION BEGINS Demrer, Colorodo `N � MDENI'�R v EAST LIONSHEqp CIRCIE � 27 ALL DISTURBED AREAS SHOULD BE REVEGETATED PER THE LANDSCAPE PLANS AND TOWN OF VAIL STANDARDS. S7'RUCTUSA�. BN�nvBgt W PR���f�EK ° p M��S R0'9p �[ONROS dc NEIIBLL BNGIIVESRS, INC , 00 evox, coLOReno - v6.5t J �,/q � SEC 6 SEC 5 l[EP SNGII�TE6R4 ABS CONSLILTANTS� INC TOWNS S TH � SE 8 TOWNSHIP 5 SOUTH DSNVER, COLORADO LANASCAPE ARCHI1'ECT 5T MEApOW DRI�E 1/SNB ASSOCIATFS _ �cf DSNVBdi, COLORADO co�, dc ffK cR {�AII., COLORADO E CRE A5T MEqDOW p CIVII. SNGINBBR & SUAVEYOR ' PEAK LAND CONSULTANTS. 1NC. OEA� DP�RO � ` µ UTILITY NOTES �� c��� , FORES7 R Ap r MnLLOW � c D m � � q �: f:�.:,..: f.�:: < � FORES ROAD ��;<:�i$. 0 1. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR. PROJECT NO: ZOF>93.03 L L 'QO,p �'����F�� �'%'�!��`' r� & � '° FORES eo Q � `O 2 ALL SANITARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE ISSUE ISSUE ISSUE � � � a ~ EAGLE RIVER WATER AND SANITATION DISTRICT REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY N0. DATE DESCRIPTION � 3 ERW&SD PRIOR TO PROJECT COMPLETION IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK O1 1.06.04 ISSUE FOR CONSTR. o� m m ASSOCIATED WITH THE SEWER AND WATER SYSTEM. Z z Q 3 THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS—BUILT � � �„ � CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK CIVIL ENGINEERING, INC_ AND THE OWNER UPON COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES 4 PEAK CIVIL ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING - n n n I r�T ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS � � ��` � I � u` Cue" Tu`A� `��AT` e" �I'1�`ITI`C `IN�`I�I�IN� 11`DTI-I�_ IF ANY ('/1NFl I(`TC WITH THF PR(1P(JCFf1 rnNC-r�i ir7�nN ARF Ffll INfI _ C THE CONTRACTOR SHALL CONTACT PEAK CIVIL ENGINEERING TO REVIEW. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE L 0 C A TI 0 N BY THE CONTRACTOR DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER AND IS CONSIDERED PART OF THE WORK 5_ ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS 6. ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE RIVER WATER & SANITATION STANDARD SPECIFICATIONS_ 7_ THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE—IN POINTS PRIOR TO CONSTRUCTION. 8_ ALL WORK TO THE SHALLOW UTILITY SYTEM SHALL BE PER EACH RESPECTIVE UTILITY COMPANIES SPECIFICATIONS. CONTACT EACH PERSPECTIVE UTILITY COMPANY TO REVIEW PLANS AND COORDINATE CONSTRUCTION BEFORE CONSTRUCTION BEGINS. g. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE A PRE—CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES 48 k HOURS PRIOR TO ANY CONSTRUCTION MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILTIY COMPANY. �p, CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION UTILITY CONTACTS — {�� cont ca a� aa�vs"'"� �i � _ � �� � A SEWER & WATER (EAGLE RIVER WATER & SANITATION DISTRICT) CINDY SCHMIDT 970-476-7480 ,tti� �� � B ELECTRIC (HOLY CROSS ENERGY) — TED HUSKEY 970-949-5892 C TELEPHONE (QWEST) — SCOTT CARRINGTON 970-468-6860 ° Q � p D GAS (XCEL ENERGY) — KIT BOGERT 970-262-4024 � , � a E CABLE TV (COMCAST) — FLOYD SALAZAR 970-949-1224 � `4�p PEAK CIVIL ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR TO BEGINNING ANY � �'� CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF PEAK CIVIL ENGINEERING, INC SO THAT LINE OR GRADE CHANGES CAN BE Vail Park & Garage MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM gt I,ptg P-3 & d DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. LOTS P-3 & J _ . CNIL � �EGIST£ ENERAL N�TES Q��••��•••9F0 � Q• �: o . �• o•�� < • � 1 � V _ �;� 3�2� :ti . • :� ;� - , A��'`FSS ONP��� � � � SCn],F�.N//1 _ �, d _ .� � \ , , , , � _ � � � i � � PEAK LAND CONSULTANTS,INC. PEAK qVIL�1GIN�RW4 INC. 970�47a-8644 FAX 97�476-861Q 1000 LIONS FiDf3E LOOP VAL,00 81657 r l �r� ` �- � 0 8,�6r o TRACT B � NE .HO \ WOOD DECK o� 4aP � �/ . . � � � ` / `� � � �\ �'� SEWER MANHOLE 0360 (VAIL VILLAGE, FIRST FILING) . � � - �. D �165.9' :\� \ � Y°� e RIM ELEV. = 81772' �, // �e � J 18" (E) INV. IN = 8158.1' `� ♦ s� ' A�� � --�_ " 18" (W) INV. OUT = 8157.7' / '�� � �s`�' f\ � SEWER MANHOLE 0340 � / � BORE HOLE � ELECTRIC MANHOLE '� ' GUARD RAIL � �,A� �„�, �S�\s • �'�� � , ,, ��! � � LOTS 14-18 � ' �_ o � � � RIM ELEV. = S�77.7 � S SEWER MANHOLE HAND RAIL � � ASPHALT�� � �'�� � / .,��� 15" (E) INV IN = 8158 9• ��� EVERGREEN TREE O ��' PAVING S� v • �' + � (�y�(��� c�) � 5r STORM MANHOLE - •vR-AIR-AIR- COMPRESSED AIR LINE � c � �'��, J 12° (S) INV. IN = 8159.5 4r �`�y ��� �+'in ���°,*�" DECIDUOUS TREE O WATER MANHOLE ----GNE-DXE-QH�'- OVERHEAD ELECTRICAL UNE �'�"��" ��rr� s�,. • @�.�� ` �1' " 18" (W) INV. OUT = 8158 8� / G�:n�:�` �� �C � � �h� �f ` ss \ • ''" o GUY POLE U UNKNOWN MANHOLE ��AS�CA3-CAS- BURIED GAS UNE ��j�`'�"> � �aQ ,►d s � � �� y-`��� BOULDER QP TELEPHONE MANHOLE �'��-�LE-BLE- BURIED ELECTRICAL LINE `�(,`�,�:,cf���,�.� � es r s� �+' o �;, 4��_,,�_�, ,��.�.,� �� �a.� +'er �� �s�y. � � ���`� � � * ua �i UPPER pE� \I � � O � � � �.'�`:' \� �e\rep \s£A� I ' � y ��� �� � ��K � _ l / g� FW UFT TOWER 0 CLEAN OUT - �EL- Tgt- TEL- BURIED PHONE LINE ; 1i.,, � s �' ` �� �c �SE+ STO � DEC f SEWER MANHOLE 0300 /� � c.v -SEt�-SE3r-SE�- BURIED SEWER LINE � ��, � � �sr NE N K .� , 5� �¢c STREET LIGHT � ^ �,AI--rrAT �Ar- BURtED WATER LINE �`"��,;> � �\ e+�s.s S� � . � �� I �. � RIM ELEV = 8177.9' 4 � , pQ cas vAwE „� I �l- �.s� 15° (E) INV. IN = 8163.6' i� s�/'�'u+ %�''`��`°'�• � � � / � UTILITY POLE �v' �'° � ° ��►.�r s�' o 8176 � WATER VALVE � , � / �Q WATER VALVE - � �'�"���`'"��'�Y"�. � �'e \ '� `n 1�J� W INV. OUT = 8163.5 -CTV-Cr� t:v- BURIED CABLE N LINE ,'�+J.���'�t�':�;�..;y{<,,��:;�';; � �_ � s a� • = s�eas� � � � � / n.. � '��`� V`'��-5�';,;;''•-;;,�, •.� � \ ���� c���C.� +� \ � ��s�. O � RI M E�EV 5178 2� DECK I ��� 5� �d, � S�� � FIRE HYDRANT :$�� �_sNex-sxMx- SNOW MAKING LINE f � �'^�h� �`:< �.,.,�:<�,.... � \ � � `� ��r� � s�-sa� �_ TOP OF NUT = 8170 7' Ow � i . 'y.'yi.:�,. X� � A '� anaa' • T � � / � GAS METER • • BOLLARD o� ��t�' �>"r �i 'J.��7k�y^,<�{ � � � �� C.IS_'i �Q S�. O � • NNpUSE UPp� O �� / ��� 5� O M�NUMENT .,:•�:� zz:z:>� ,�..z ...:✓�n �z:.:� ..��:�z CMP ,,�'< y h5 i "�.i�"�*.p �:;+��i* } �� 4�.�5� V�i _S v W • P�Q Ky� �.� ECKa81� � i '�4,'•..3' ,'� '>., ,.�. \ � B/1 oi - '�Y�a � .6' �+ � - - - - �., ... �n i, � � � / / ; STREAM r.'.` � _ � � � ELECTRIC METER � h. • ,�i \ .� � � �'�''..{!+� � '�c`�'"t � � c s w � `r � 5 G SNOW GUN ;.��.:<.. '',`l'*,�;.4, ,e:`,�K . .4s�` � � � �.I � � / / � m CABLE N PEDESTAL .:':";::;:,<,:... : *�,�,,,�. -C�� �'�*' � ��AT� d k �� � , �'� � y 1 � /i i �<:..;, �� e�n 2 `..;��� Q� s�- -1�" > �'!c,�.:�'", ,a,. � �.y�f �, ,'� �, �.. � n ��e � I � 6� WELL BUILDING ;::;a:: ':':I � ain�' �r..�� �..�' , �``�.'t 7 _<ro,• . � « STORM SEWER MANHOLE 5 ►5 / / � p b''><'�'`:>:. '�<`r`:i� 'r,.. .�,,, ^' ;Y'/'�s�: .� � �i �`�.rs �sBi sna. . n� � / � G m ELECTRIC PEDEST L .;:-;::•.;,>.:;..: . �,e.., F.�- (�`� ��:?' �.,.. � rn S I �� � � � - - - - �!:., �: � �'.�' ° ". '�`��'� .:�'"'.'""*. .'��' ! \ v � �S •y RIM ELEV. = 81782� � �/ / ROOF DRAIN (NO - - EDGE OF ASPHALT ,::; � �; �,°'��.,,�,.�^�.�'. f '`''�,�'., .r•.;r:i .��i\�+'�.�'�..,> i t'l / y 1 � � �:r' -a��; �:�., ., ' '"t'`"<�t.:�l,"�y%i�Y `��.t:��}� � �'���`.�r �Syt� W I � � n _ � � 5$ G!� � / SPILL� � TELEPHONE PEDESTAL . .. :�' t. ��� '��"�'r<.:� ` � `:''�.";,� \ I ' ��S � • 18 INV. IN 8166.9 / / - - - - - - EDGE OF CONCRETE , �a� w �, 'a,t �- ,� �;; WATER VALVE �{.;��.,h� . �i�,.s+,,.�>r.,,, �.f�e I FA' / -�- I 'ti „ ,,�/ / � � � BRICK PAVER WALK � STORM INLET :::V1 `��,<,,�:$ * ...+`� �,;�..�,.r..N•�,�'� ., �s n �ar . �l\ 12 INV. IN = 8172. s� ►5 � � '`;_:�,��.,� '�; RIM ELEV. = 8173 1' "`�;`� � �.c'•r .�'. �� ����� 1`8r� � • 9/ � c i / - - DRAINAGE >' ,�? �¢..�.o.... '�., �+..' ;�:�`� � ► co .13 / sd� a � • - � � / E"� �� .�`��..i.,�. � � 1$° INV. OUT 8165 / � � TRANSFORMER �':�:::: � I '<��.;�.�;� TOP OF NUT = 8165.1' �� �;;` � ���,_ e,nr y �-�•,1��,L� �� � • a � J,s i i "�`r CONCRETE WALK � - - �"\�:��,� ���'. ��� --� c,1,S�AT�r s I . / 5 G / � - - - - - - CURB AND GUTTER Q � ^�,�'r�<,/y`L'�� -'-�';?�.i St77 t' .� ;.:5'^*fj.as ��� ��..�� CAS AT 8���S f x � / / �t � ROOF DRAIN SPILL o� ��^,��t,':1'� ',�u �t �'r'� � - ��� I �'CAS .► ` / ��1 K - �� / / / FLAGSTONE WALK � � a SF. .�.fi�- .�''f�. � � ; �_ � � .1r ysSl► e _��_`r�_ � - S5+ UW� L�1 - - - - - - DECK OR PATIO �^�,.!N��'`'>� •�'���� �. =p<. FLOWLINE �.��^�`�"*.<, - 3is�_� � GQR �-� � �- --- - / � � �� T�e �." s� s WATER VALVE � �- i� � � ?,� �� � ''�, E-� \ �`�� ' - - - - - - ,. 'r^�. a CURB & GU iu:t r`��'��:;'• - °p MONITOR WELL � � -�"- 817� ^� �"� � �M+` � �c g� F� BOULDER WALL OVERHANG <� .� amz' Nx:+��'�� �_ � 0 �'�E ro `�'��s = �° � 18� PVC 5 � i i,:�. ... �.,�,.?�..• �. .�,..... � � .,. �, I � �k O � �+� RI M ELEV 81 8.4 ST � � i � ' .,,, � '��;,�;�,,� l�t _ t7 g,s7 S Se,r :����-���w'�z-x,'�t't��:,<�,. WOODEN WALL TREE LINE ��t°'��i`����' e�n r � 8�-4. / a»a . \��`��` R�VC / ir�rces`� �S �P OF NUT = 8170.6' S� ��� �� '� FOUND PIN AND CAP _ ,_..-��,�r ,,,,_.,_,�-„; _,, ,�,� .;,• � �� � G / s \ ar s ;{ � ;� r,�- .���__.�.z� . ...�t�� CONCRETE waLL BOUNDARY � �'1 � � �'�..� � ASHy � �-r � �� �� `� ��r`c �� �a v � �t� �� � �, L_S No ILLEGIBLE _ � _ _ _ �� � � as seir � 5 �..,:.� AA I L C R E E 6C / /��� e'G�_n� � R Q .1'i.. �r_.., o.,� � � / ._. � � �' ',< �y�4t�'�'�'���".'��w����i STONE WALL - EASEMENT � � QD �\ �� . �/�/ ��} �C �S i � / �y. ��;;�"<..;� "r CO U R T �82 _ ��� �� "••) aT +!S �!'_ 5 /� < � �>'��`�'�::y►� ADJOINING PRQPERTY � �� � s � ��,C,� x CHAW LJNK FENCE � � � 2 �� WATER VALVE � �AS��, � � �. � • � � LOT I ame �,,,. -.� �/ 8�8 � ��� RIM EI.EV. = 8178.7' �AT�i��c �o���-�?-', +'"="�;;::'�s'"•.� o o- WOOD FENCE � � V � � � 4'A S .�c'. !•�;�r`�.ay�' . y �. / � \ ��� AT AS�� /�� .;���`,' a�/ � � ��� � f '�%� 8184 \ � C �� � TOP OF NUT = 8171.5' / F ' �.L � _ .r�==cAS--� ^����Vi.� J � I BLOCK 5-A ' � � \� ��� ��"'� �� ` -- � �;�Y,;�,,; , °.�° `��° r� ,�>S-.�- �� .t f" Y��'�X �E+ ��� ���817&Y F.�"<�'�:,�'`<�`!'�(,,.�+,';;�. .i`s' �i'.. tic'� r*S�✓::Ey.,..,F,�' .y*"`S' i+ �� y� �^ k �� 'r.:F` ... y... � '�� ��.1�'�.y � _�,�. ..._ M $y 9183. r? � 7- �i_ � � �i�a � r�'?�� ,t .x'•v � y / „� / �_ x t, \�� /1►'.�.i`'�'.�,<.,f'��„''u�A'%:�r�i�'��..i'.,�;`�(9�'y /�Fgv�'�i`;..;....is.�l.�+';>:�y,�%+,y%`'�}/ � � �lLL CR�'�'f( CDURT 8,8,S� .�/ �,�� � ` � y� �"; `� �'� � I ;,�..�,. `.� ,k^�.:��..<'✓'A,�...;>.�. ��..P l,;r.'.G. �. .�.I, .i � CDNIJO�KINlU� „ , ��y,��� �`���� � � ` 8� �s� ' � _ / ,�; v�'��" � � ��;: ��"���'° �;� � -�" � �� � y 1� CURVE TABLE � �/e !ll FINISHED FLOOR �� � ' - Q �' � � .;�� r�`�y '���� '��� �`��� ..-- . �� w / a a / � �� '::;��•:`'C �.s`�..':.,`�<�,�: '�.,a�.;;� �„y'"�. • R � " J�` / / `X V 6 ., i,+��� F! �. '�. �'n,a.V� 4: ��a� �' ELEV. = 8188.0 ����-k.,� }+ � k-�e,�� 8,ear x �\x � ' 'c\ ����8�dO�\;JM: • l� • � ., �� _ � � • CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA SEWER MANHOLE 0320 �,a,,. � F � � / ��-�� �� �y • 79� C1 117.98' 72.28' 37.31' 71.15' N76'54'43"W 35'06'06" RIM ELEV. = 8185 3' ,�.s �� ,. I ' 8" (E) iNV. IN = 81741. �p 8187 � � / ����` �o.o' `" ; � pPRK�NG � C2 581.70' 92.90' 46.55' 92.80' N79'57'58"W 9'09'00„ s" (s) i►vv. IN = 81740' % LOT P-3 � WATER MANHOLE � 81 � �, �8795� � C3 15.00' 29 43' 22.41' 24.93' N19'11'25"W 112'24'06" 10(Q �' � I 8" (N) INV OUT = 8173 6' < e,ess• RIM ELEV = 8178.7' + °° ' ' ' ' ' " ' " TRACT � • • c4 LANDING � / I (BLOCK 5-A) � TOP OF NUT = 8171.5' �� � � �y 100.00 42 56 21.61 42.24 S21'44 44 W 24'23 12 (BLOCK 5- ) ELEV. = 8182 9' � ' �/ 81 ♦ \ I � �"'�B I� d, C4 37 72' 21'36'43„ 91as.s' � f'- f � � r � 7f r a 8 9 ��, � 8,�.� -�- � I �81874• �+ N u CS 15.00 28 07 20.35 24.15 N67'02 04 E 107'12 33 a+e�r ,s�,• e,sss e�s�, �- � , , , �. . . WATER VALVE `�" � } \� � F C6 120 17 52 65' 26.75 52.23 N83'08 43 E 25'06 04' O�PNER/DEVELOPER IM ELEV. = 8185.t' � LOT K C7 120 17' 69 43' 35.71' 68.46' S67'45'12"E 33'06'05" � To OF NUT = 81773� Bt873' � °'°'°� ��+ -_� MONITOR WELL ASPHALT � � ``� _��` `� � VAIL RESORTS a,e� , , � , , „ , , „ ,a�s• �� p � -�, (BLOCK 5-A) C8 60.00 153.11 197.55 114.82 S21'58 09 W 146 12 40 � N OF V VIEWPOINT vP-s) �. PARKING LOT A PART OF LOT j 5 i� , , , , . , „ , » �p MEA URED ELEV ' s, r � s,asr�„_�s� ,i e,eBe�� ���\ s,8�o MONITOR WELL e�o�.• � � C9 180.77 77 67 39.45 77 08 N81 31 15 E 24'37 08 DEVELOPMENT �\ \� �� �l �,���t' Cb� e,as.s•�� \ � G (BLOCK 5�A) ' \ U♦ . , � .� � , ��, 87.84 � � d.. cs s,.6o 25'5148 COMPANY '� �l'� . I 4�� \ � ��'� �,�;� -�- �`, �". N ' "'��fj/ '���,� �� i y .► �x �� �,eer� YILL�4 YfILfI.4LLA .. DIMENSIONS SHOWN [100.00] INDICATE PLATTED DIMENSIONS, ALL OTHERS ARE AS AVON, COLORADO �'�i�� WOOD FEN E --� _ ��� "" --ces-c,+ c�s c�\c� °�' ��� . � � a,ea.z� � '�\ f 1'� MEASURED. CONDO�KINIUrIIS � � ,i, ' � z�� � As � � FLOWLINE OF � � � l { � • "° \ � eF•. yaee• � -�- 2' CONCRETE o,� 61879��.. ,i �x �� ` I ��\ � , 7N � , /, sao' PAN \ � a,eaa � s,sa.a 8J �/. � �On ARCHITSCT OF IiSCORD '� f / '-� f�'.`�, �y � �_- o \�►4 ��/ �\\� � �� st 75� ,, �, ✓ �+! w � .�.. / � 'iJ � - '_'�-� ` �r r\ sO � x \ � - ���t � ' 42�40 \ 0 \ � e,esr , � �� - > a � � A. � \ c � ' �^ GENERAL NOTES {1,_ � r ARCHITECTURE _ �n �' � / • , :�`��� �� ��� c'�` �' 'V � �� _{ � � .. \`� � � 11" �i �►S � f ��' ,,f3a /�� �� �� �,�4. �q� � � �� � �a ,rp. , a,ese' 1 DATE OF TOPOGRAPHY DECEMBER, 2000 UPDATED MARCH, 2002 \ �f� / : � -�,� -sy+ � � ;,� � ,,e,� Denv�er, Cobmdo �- � �<� .� � - ��r�!i�� :.� .. C' � . 8,89,• e,�.r A PART OF LOT ��,�. -�- y� ` �,�,� �,-,_ .<;.����;'���,°� " i i G ��� � � �� �r� � ,�j �' I o � �� 1 � �,�'F.�°�`' � 2 ORIGIN BENCHMARK: 3Y2 BRASS CAP IN BOULDER NGS (T.O.V.) STATION SPRADDLE � \ \ ^� / ``�'�'w<�^` STRIICTURAL BNGINEER c►� � � W � � ..�`'\-' � -� �� 'aP °�a 'I�O �� � ; G � � BLOCK 5-A '''°�` �. ., SPC 83 HARN NAVD 88 ELEVATiON = 828782'. �oxsOS ac tas�.r. $xcn�sxs, n�C IOLE �.�� � i �S � \ � v 1 � ) ���°,,...�,�..:. - . -. ,✓ i '� � �I� �� � � SEWER MANHOLE 0240 � `I ��'a 1 , <<!::%�:<� PROJECT BENCHMARK: TOP OF 2" BRASS CAP NW Y6 CORNER SECTION 8 AvON. COLORADO ia 3 �� ���� �'.,,, � + \ D -��3 °�,:'°B � _ ii, ��� A � RIM ELEV. = 8190.5' � Z � �}�� � , S� ELEVATION = 818211'. _ , � � :.•`�• \ a � \ � �.��,y-t � , ���L `%'' � �tcn�sExs � � / \ � \ `..`�f � ����� c+ ' � � \ � 8" (S) INV IN = 8178.4' �q• x ,.;� � 1 �\t� S�� *� 'y.,;� ABS CONSULTANTS. INC 3° � � ..--�� r�� � �'' � Q + � 6" (W) INV IN = 8179.2' r� � ` 1 :.�-� .. //� ' 3 ALL UTILITIES SHOWN HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE D�vsR, cowxsno �\ \ 8190 J �%:�'�� ��i � ° \ ����� t �`���. �� „ ���s�a �Q � \�$" (E) INV. OUT = 8178.2' �I ,.�„�I� � ��j S� �� COMPANIES, PEAK LAND SURVEYING, INC. ASSUMES NO RESPONSIBILITY FOR ` e,e,r � .� ' � • \ � / 6� / "�''',.° � r�,� az.s,�. � �% -''"-� •0 � ` ���'�,,��f� � THE ACCURACY OF THE LOCATIONS SHOWN OR ADDITIONAL UT1LITIES NOT SHOWN. L�rrosCePE eRCSrrECT .;:;� w „� d, \\ Y � \ � c � �j �� � ` � � I � 1 ��I� f ,s f�'"�i1'�`� ���' ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION D����p �;�,�.a��� :f � � WATER VALVE e,s9 s ��� y� J � s,9o.,• r,, �. � \� � � ss�►'� � ;^,�,+. ib E�� �. ..-- �� � .� -� � Z 1 1 .i _ �.= / j � � . , :'��°`>`'s. q �. RIM ELEV. = 8183_4' � , 'R � 8 � / . 4 B�UNDARIES AND EASEMENTS SHOWN HEREON ARE FROM A LAND SURVEY SHSBRY DOIi1/ABD A'' �\�� �\ �� \ \ TOP OF NUT = 81758' '"�'� \ ��'�.�\�.�,,/ �r � �90 -+ � '� � -,...� ��� �/� r '�`�' � /� PERFORMED BX PEAK LAND SURVEYING MARCH 2O02. ven, COt,oasno ��'" \�� �. �� � O� 'f/i� ��ti,� 8190.9' MONITOR WE � (� ) ;_� ,e�s ;���`� �� '' ° \ � �� '� I N V. = 817\5' � P���i!�l'� ��\� + � Q I � �f�%jj�'�� � �� C1viL BNGIIdBER dc sURVSY08 {'' `' j � �\ -�, e�, \ 8190.16 ' --. v 2 � 5 NOTICE: r�,��, "�� �eae WATER MANHOLE � � � � � Sfi � PEAK LAND CONSIILTAN15, INC. � o ! o \�,�J� � �� � TOP = 8181.5' � ( ��,,.0�` �� � 81903' ��r� �„ 1 � s�r� �. J �/ � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ven, Coi.oxAno � .a�\ �- ' w RIM ELEV = 8183.4 ;,y � � \c aim a• a� r / ttC • i � � .`� ,�y \�♦ '� � CONCRETE �� ���` � � � /% s G � /� ����� UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST e,s,.r.�. o e, '~_` � l � � � -�r PAN '� �- I �. . i� �i DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT �G e' ��Y �,� Cf�RISTl,4NIA .4T fJ��� � ,�f.��,�� �\� +.r � s,s�a•\� \ � IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF \ `• x � � �(f��a` �O � ` ��� Q� f�, 8j� � �'� 8�si YAIL CONIIO�INIU6lS � � � � ��r �\ \ �� �S �t ` � � . ��� ��� CERTIFICATION SHOWN HEREON ` v �t \ � \� �, \ \\ x �i �����' �� � � CONCRE�TEGt� �� �\ r�, .� �� \ � � �- �}`��� � °'� �� x �� � ' ` , ' PROJECT N0: 20693.03 � \ �'" / � ��/ ISSUE ISSUE ISSUE �e 1 PV o* a ' ��:� <*�,�f'`�`��.�\ csp x��x ��� ��ii � � v 8178 i � � �'t' � '��� >� � ��'� �'�� NO_ DATE DESCRIPTION \\ ".� � ai�a \ e,a� � � � �,�� •'�, � �� 81927 � ��� 8191 4 ���� ` , � �\ �` �`` f� ���� as� \� 81(� ��-� �%�'�� ` O1 1.06.03 ISSUE FOR CONSTR. Y \ �; � C,� 4 �72 197 Y � ,i e,��. �����c � ,�, � e'� (BLOCK 2 LOT D) , ,� �.�.,�.- _�.. `` c� r �y ,,,� .y � �.� ,. \� 1 �� \ T N AN GI,A s,9,6�. ��������,w�=`�� o � �� T0,4. ���.� , � •��;� � s. � (VAIL VILLAGE, FIRST FILING) ������.������ � � ,\ _` �� � ,���AS_ .s. o LEGIBL cV � ,,,,;-,� -�`�� _ , ti �� �wK , � s � W`:)��- � C / � �. f 8181 Y ,� a, � �' y �j�y, \ �, � btea a' 'iF�� ' ���`\�`_ GAS��C _� s /j� � ` / / � 1 4, WAIER VA�VE `� � x3' \\ � a�e2 G� e,e�o• � ����� ��� �i i�� i � RIM ELEV. = 8180.8' � '�"" \ � N1S1EDF0qt ais�2' � `���� ��� '/i� , a. ��e,a,r TOP OF NUT = 8172.3� \� ��T H I � \ �n � ,e� I � ---+� _ �FP8181Y �v- �-- j , t J,�� \`�(n� ��i � J 81� ��� ' '-�'cF �� Z 1 I �I / iJl��=�`,�.A, � � � W TERW191�10i/�1-VE v�AY � �,� �ZJ, / I /T� , r� _` ���.. 1 1 � RIM L�iVI ��h8�.�181 0' e,az, 4, cs.� � � M ��' TOP OF NUT = 8173.7' �2 :� � y � 1 I WATER VALVE i� � � RIM ELEV. = 8191.8' � � W � TRACT E � VALVE _ % ; �I � � ` ,� \ _ Cf�ATL�'l! TOP OF NUT = 8184.7' 1 ' RIM ELEV - 8180.8' "� � 306 ffANSON e19zS TOP OF NUT = 8173.0' p ` `° i �`�- ,���� � \ Cf�RlSTIANS � (BLOCK 2) YIST�4 BAhrN p �` `� 1 t �� TOIYNfIOfll�'S RANCf� ROAl> ` L BUILIJINC 2 � � I �LOT 1J BLOCfT TRACT D-� i 1 ��T LOT C "� ! � � ,216 Pf1G�' 7'O,ZJ ► t (BLOCK 2) � � BLOCK �2 ''�`6y 1 f �� i` � �;�. � 'e�l� f0.9' s ���� " �'�a'�� � � 3173.s� ���c � � LOT D-1 � � � ����51 � � >• � � 1 ' ���,� p,�,Lg9 � „, �`'I; ! d" �§� q �i e, 1 ; 5 ILITY , � �° �' �.a ' , � . � � ` F, � � �� � ��T � � � _� �P lR��, # /�� - , e� ,�� � '� �.-, 1 � i � � �� ` � � 1°" a�e�.6 5' UTIUTY EASEMENT _ �� t� 2a � �a 2p �q ep � e�ea -- _ _ _ _ _ T�� i� � \\ � � ` � � � i A�• ��C7'9��CT��� ! 8188 �,- 9 ai � ' �� \�\ � ` 1 ` �\ / � � g' �� �� t � � f /� 10� � a�8j °e �� � �.�ry �� � ` I { � � ( IN FEET � p/ / / �$ � � \ � ��'°�� � `� ����`t,� # � ; � i inch = 20 ft. 6p4� C� EL DlIYI� L` ��� � // I � �\ `� ,� � ��� � e��'' 1 � ' � � � � / - `\ \\ '�,fi�3�`� � ':�:`�r � < < � �� � i � \ ��fY�'��� ,� �. '�', �,, � � ` s11 /� ��� /� F� � \� �°�1 ;� -��' ` I ` ' � � QG3 � a a r �r;r:;��-� r. � n�'� \�_ `� �e'��`X .��ttw I . l � t o Qdp � ��� � � ti� Vail Park & Garage - at Lots P-3 & J LOTS P-3 & d , EXISTING �pp0 kEG�s TOPO SURVEY - �o�••••r•�F �•�g• �' �F :� �: 1 ' 37277 r' � 1 � - . • _ . 'O ' �, • , ;��, • m° �� - �0 N Al.�-�° �G� SCr�I.E: 1" = 20' ( ��� _ - - - - � � � � _ �"� � Y l �� ' � L��J � ' � '- � � � ' � � �� -- _ _ ! / � - � � o - - �_ � '���� � l� 1 � ?�--� � , I _ -�_ - __� �`��� �3 � � � _ � � � - �.� 1 _ _ �_ _ � -__ J � r � 1 ` - �.� PROPOSED 1' FLUSH CONCRETE BAND � � � 1 � � � PEAK LAND C�NSULTANT'3,INC. � _ ,� � TO DEUNEATE PARKING. SAWCUT EXISIING � •�.,;,�., .._ � ' ������ PEAK CNL ENGINEERINQ, INC. � `- � ASPHALT TO ENSURE CLEAN CONNEC110N. `'"'°�. _ � .� � _�'1 �� � _ _ � 970-476-8644 FAX 970-478-8816 ` ' � 1000 LlOPfB PoDQE LOOP VAL.CO 81857 3+7714 ` ` � � �� � � ���� � � . 4619L � � �-� ± ���� I , � .,, � � �. • � t �� _ .� � & s � HATCH INDICATES LIMITS OF ASPHALT - � �. . REPLACEMENT. SAWCUT EXISTING ASPHALT �� � � � EXISTING PARKING i --- -. � ' - _ ��� AND INFRARED PATCHBACK TO ENSURE � , � ��- � � - _ , , � � � - �� / `� � CLEAN CONNECTION PER TOV STANDARDS. - � � `� � ` � � J � _I 6" CONCRETE FLUSH BAND BOROERS PAVER �� �''- � �.� ' WALK. SAWCUT EX. ASPHALT TO `_ � _ � ENSURE CLEAN CONNECTION. 3�72.85 ' � ` � - � o � I ` � �� ` f ' / , y _ _ � � RAMP SIDEWALK TO TRANSITION � � -, _ FROM 6' FLUSH CONCRETE i'�,¢t' ,�. , - � �� � � � DCISTING PARKING / BAND TO 6" CURB OVER 10' ''' ` ' I .- � .� ,., � � �.�'°�� ' �.,�� 1r"�,,i� � . ���`M�4E.T p��/�. �- �Jt'' ,._', �..'�fi� }'f;�" ,�''{.': y . . . � . � . ' iG'�� '. . . a � � _ l.."1 f SAWCUT IXI T1N P r'"�. .r° , , � -, � � S G AS HALT. ,,, � ,,� :'' � . w•' � ..t .. ,. ` � � � �� REMOVE AND REVEGETATE ASPHALT IN ' ,,;-� ,, �°'�..3-�72-86,�''f� �,�'° f�''�,�-°;,.�' �f�,��'�N,' 1„ �� � '' `' � �-, _T�__ �• � �� AREA BETWEEN PRO. PAVER PATH AND ,�t' .�3.84�' ,.� '?..r''��..-•°y,� ,�` ,�,. . . - _ ( � 3+691 ��' �' ` � ,�°°' �,}'' ,�" ,y „�� . 7RAN5(Tla�t FLONRiNE � � � EX. ASPHALT PER LANDSCAPE ,,''',,' ,,�, ,.�f, ��,1 �,,�„� ,-f,r ,.' ,:°' '-, +-.. . . '�'-a�:, - - �� - � �+ �y'{ _ � < �f' '°'� ^ , � \ � � rr`'� � � r.'` .a;" `..w "'••''s"� 1'"',� '"rf� . . . � . fRl�1'q '�.5� CE1R� AND...,,. . . . .. - ,1 - � � - - _ _ _ J,,-� 4 �1t - � � ` _ -- -- ''y J ` • 'r'� -.'' �''..,-°r �'`,,.€�'±i,,.="' `'n,, .�'r M`'`�Orv.+"°� �, .. . . :. : � � GlJ"{�R��0 .�rr �fit1`k: .. � � � � � � . � . . . � �- � � '1\ _ - _ � ��= ,f..' ✓� f �t '��,✓ "'J � «:J�,f � '� J JJ� f f '�r ..: � .. . , �, _ _ _� � � � - � - - _ ..�. GpN�R � -�' ` .'' '« �� �-'' {�j,,-�•{',,,:'',,w ' , • - _..- � �- - �� � �� �� - � _ � � J"r p � � ��' p '' �I�/✓.r y�y����J�.+'�� J,� ^� t t, �,���d ,..�+�l�.r '�i . . . ►- - - � c ,� .-'..�`' , ,° �° { , AN � .. . ,'�=�-0 ��.-r''.y- 1,�'��-rE�"Teb,,�' ,�-�'' ,,� ,,.. 't� - ' . � . I � __.��� f . ,,� , , � SH , � p� ',,� f� ,'.r�� ,..� �t��rr� °'. � ��� f f � , t *La-+ ,j '�.: ���� .i, I'� .✓� . . � . . . . . �� � �,.� , � r�' ��' ,,� N.r �., � - ._ , GR ,� .�� � � _I___ X � , , .. � � , �t y�� ,. ,�.•- ,�.�D��- r. �,r- ,�'',f-Y � , -a - _ ._ , , . ., F ,. �. ,, . . . s. , r ,.� �- . _, � �i .. � 3+66 35PC '" ' ``" f� ` JfSJ ��������� .. � � ri .t � r . � ` t � " d � wi' �.:'"�d' y,+'Pj.rd� Ji✓� ,�,w'�0�✓"�fr,,•'`V,�,+", �,r�'� �e ... � . . .. .. . . . . .. Z�.�Q�.. � ' . . . . .. ,. : . �?�._`".T -.....s___.-,......_ _ - - _ �/ r.. , .' �,. w,+''� : , „ � s t t � ,�. �i t .+r''� ,r.' 4. �, _��.� ,- � " � r �w,�rr �+':t � . . r .e" . . . . . , , : . . - � y . ., , r r . � i ✓'''A� :�� / �. , < 1�r�.' " t�` �,.'' r�"� yrw .yr �'''r" `r'. .�. ���'� y� � ,� '� � . . : � . . . . / � ,i'f{. � T�) i .�, � '�-+�y FY�''Jr�V r`r� �f'�f ' 1�x ' ' ' ' ' . � . . . . . . . .. . . � _ � - ��M,.t �, np;.- ,,. � INDICATES LIMITS OF � °��y ; 4 � , � � � ""�w. . S�c, ' r�'� �,."' �+�' '��r � �� .. . . . , . . , , . . - , � , � ;� ...,.,.,_<. y , , , ,. ,� ''� ,.r �.�A ' J�,. -{-r� EXISTING ASPHALT (TYP) �� � / 'f G ���� /' J.r� _ . . . . / / .:;'.';:?,,, /�JY 6 ♦ 1 "'> "�•�r.. . rT f'd''� .� w�fNr � _ �Jf�. + T'. I1 { }� ✓��, / _ { :. � A� ��/ �� � , I � Y vI t�"' ___ { ✓ � J � �'.::' ■ 'f✓ _ _ '� �T R TAININ , � � , XI 11NG E G WALL .°' E S S .� ' < '�r � � � � x A ✓ � \ ./+��'� d>A�' ' A'✓ � ' � >'�-r..:.: . F P .z � .,�'' M HATCH INDICATES LIMITS O AS HALT ,�- { �,. - ,. , . . , . ,F ,. , � '+ ' � �^'' ' .••-'� �'` ' � r t f �y. :. ✓ . " ... � � '� i�� .ij ✓ r W .✓>✓ ✓ J'i a° ' '' Y " ': . . ': � . . . � _ t . :'� � \ \ �:.. L -/' ./ � ."� J . � . � I i� t • T 5� 0 BE REMO , VED � ,- F \ \ J�' � t /� �"e:\ � ' f 1 r ✓� f c .'.,.�`�... t .:+"' . . / P M NT. AW I TIN A PHA T � . `� � � . �,� /� � �°' RE LACE E S CUT EX S G S L t ��f x ; _..�. � � � % � �� � .�'' i i , 4v , � �r . '.'''t�����.. � wY ' \ +�/I'� ... . . 1 . \M: _ JA�r �yVV '^ $:�3. F � r•_/�` �� \ '*+�...., a ,,�"'"/ d,/ /t'� a,•'��� � � ^'ti. \ DIP CURB AT ENTRANCE TO I " t � � � �>�'` AND INFRARED PATCHBACK TO ENSURE CLEAN r . � � r J V,�� . f � •'� / '�t � � . . . �,!:'di:i . j , � ""*+rr ..""^`r.:: � ���' � r i �S , � � • . .�"rr�,+ ' J� ( ' ✓ \ K � � ' � /'�J' f��,✓ \ /M �:�1�[ �/{��� r ,✓ �ye'r AI , � M NTAIN STAIRWELL FLOWUNE. :� �,.f"' P � CONNECTION ER TOV STANDARDS. r<.. "„�, ` .✓o; :: . { . �F � ::..�''� � „ .<e / J�' ,,,' i � � t "^'.+��, .Y'` A. M p:. � , t0.�'�� , T I t z A GH ROP � � � QSED � :{ ,�, J Lf � ^r c � '.'? F ��� ��y/✓ �N ��� J f�f 1 ( � ✓'�+ J��l. L 4 I�I Y / i::J « . . �� / .;J 'y�,r ^f�� S 1�� \ / / � +1n J�• \ C /y / z J t � ✓'.i �l ���� "��� \ /'rf , CE�NCRE P'A(� � 7E �:�::;_::;:::.� 1 -� � � � ,�� ,�"` ""*.y ,r' s i ,'���';" P P RO SED . ��e' a•' > , „ . , � ;. . ,. ,. 0 BOULDER ' 1 � "^� �, , , , >.. ,. �. , � . .• . � � � f .. . . .;.' .+ .,• ,,, � +� �: E•• � . t, % � . 1 '�'"'ti'y. . ..r � , „ , s c t t[ . � . . � J° . Y. . s• r' . . �► . . x �ti.. / �" ` , i / , I � � , 6 �' � r'� �a t 1`t . . � t� � � ��. :... ,'`�' � � � { , f y f ✓'�~ C �.�-'�-' s � � � � RETAININ WA SI R TAINING WA , G LL TE E LLS . � � . /�( ��€, ",,,� o -.,' ��.:' 2 5 R `� .fi .��'' ,...;� '�,s � �.�. ,,,. t s r ��` �� � �"�^+�""`� � � r"� � i � ..�.�. , j) c '� r' k � � �l �,✓.d" 1' . . . . . ' :'t ' r�' � I < ',N'��JJ / �Fr, t S~ ��.N'�s'✓ / :�y'Y ��. t V�' S` O' . / . . ,. . FACE OF WALL AT TOP . , , ,,. ,_ , ,.> � ,� . � ,��"� ,, � 'S �� £ Y tj / L Y Y � F� /��J H D C NCR • Yf~ � EATE 0 ETE DRI . . � u ,` � � �' s'" . �n t Gi / F / BA K RB. � , , f C 0 CU .,���� ..� � � � •' ,�' ,, �'�,.. ,, � . < �' , . ,'. . � . � , � �. � � � .� t � � a < ,^'� � . . e , 3 n�I R : F , � �'' � E MECH OR N S OWMELT { k C :>i:. � .,�'� \ / �u"ny'�►�. r l e �r.-,+'`� i . 1 . '1 � NV . C P ,.-'' R • AN A TYP � / E. L OSC E L . � R � E •x \ •/ ��"�\. r f i 1. < ..:::_',':_' I �::."": L ' • �r� .. � (� ' �.:''� t � � t F P � RE: IVI P C L OR AVEMENT SECTION { .� � � _ < � : z A' ,r �y " . - , � .,� • . ,, � � ' � �`< < ! � ` N • '' r � ;:, .�-` � 50R �„'`�r �, � . � ,. , . �� � � ,. . ,, c�.�- ,. . .�' _� .. ,• �. : - , F s �� ,VV � ,:: , . , ' ;..:::: :.:: � ::: ,. � r 4 i � � � 1 . 1 . i . \ a .` �. .� , k 4 G / .. , . ..._.;; .:: . � . � :.' ..::.:. ' � ' '..':.:.:. � . .::' `. T1E PROPOSED BOULDER " �� * - : � .� � �`' ° 1 � • . � , �� '� � FLA TONE PATH , d ti GS � `'..""`h,r. � , . `:.. � � �°' ,� ,. P HEA NCRE AVEM N TED CO TE E , � T: .."+.. � � . �:�'ry ,�y�� � WALL INTO EXISITNG t � ,��- . _ � "w.: r. '�+7 q -�-�.., _� _.. � � ,�� ,,,,, � � RE: LANDSCAPE (TYP.) , �."�.. � � � 6R . •, ,� RE: STRUC'fURAL FOR" �. � r , ,� � --�;�..,,,,, ' __-- � ;;;% �, � X,. � s'�'�'K � '�"".� � , -,..,�` �' 4 Q .� � Qti { �� g - Z p _ -- �� I � � ,� , . � �""'�-,F, � � PAVEM�MT SECTIOt� /kT THIS� , , N� :� . ..-,-....�.__,._ - � E'+ PRO. 2.5' CURB AND GUTTER � � `,,-� `�' ` 'r d � ,�CI� C7 .�+ �t4 OR a� w� ` . � ��� - . C .� r LOCATION � ' ` . � L P�\ ��2�� , /y --_ � CONCRE _...._.,�_......_ ��� `� �i .,, __ _ � , TYPE 2, SECTION IIB (TYP � ,°',..-' ` ., O . � Q ' . . ' .} .�`. �,� "-w:»_�,<"`"'.r*- ° ` � _ � � c1-(Ft� q\`� , ,/ --__ �`PAN �.'�.y. l .�'' � � .r � � r� � O + K x . , ^ r \;< ��.r„r..> , r S S y �. ' „t fi� ���� ' �/ � NFe�n Pev�R wei k rvp ��_ � •�"���'� .._ , t 1' , 4 - �O� .,; STRUCTURAL RETAINING , a . ��, , r �p � � ;;;*�••.,,, � , , , , �4 '� (/\/��/) K- , _ �j' �7-� � y � � / f 4 + �� S� � 2.50R � � ` v '' VY L3 (T'P.� � � � . , - .� n � �'�� .,\\:'."r..►.. .. .... - � t ��•�g � \J� i� /� .� `� .� `� �i�-.���.<�:���-- T�Q��.< `C _ ' � MILL CREEK RE: LANDSCAPE � ��-� f ' � j� �/ , ��°� . : ,::«:�:;;� " _ � , � -' �� �r . . fi ` �l / Q � RE: ARCH./STRUCT. �` " .� , , ,�� q ... '2 r �i� : `'•• !/� �' -r � � b ` I / � COURT 6" F�USH CONCRETE � ''�.� �. r �, ; ' ' ' / D � -, ` , -£ ,. . , .: , R �{ , ,� .: ' « ,���,� " � `, s . , �b. BAND BORDERS PAVERS " ; / � „ ,k � � `� �" -~ '� �~ - ° =� � '/ / � � , r { � a � � �';.. �y�� /SITE STAIRWELL � `� ¢ F ,�+ Y ,, , � --�y '�*�.�.... �� � / � FINISHED FLOOR , t � ' �-• . , � _ � �` ,-�` .5� > 1�,Q� / � ""�:-- _ RE: LANDSCAPE ^" , ' . , K � � , { �s . . � , r o� a- -� .� �-�' �� -��. ELEV. - V� VV.O' /\ r��f ' _ +t 1 ' a` C ' +^ », x � �o . . »; , ��� � t� l. PROPERTY UNE �TYP) 2 � O . �� �' � �' a ,� ' '`� r �' , , , � .r,, `. ; r ' � ��,_` � � � � wd E ~ �, ��! G t i� ' � , � � _ �. ti r . � ,� ^ ' s . t r �� J j '' � /( � ' " ' ` '� F �*� , • �� � \ ��'� , K � �'1 !` " �' /� O ' .. . ` � ,�rj � ( k t` .� ,µ �L n i t Z�, v •K. ' � n Z � � " .� � d 18.r7R YO \ EX. PARKING ` I � �� y ' '` �` " • l �' INDICAIES LIMITS F . � � � R �� t, '` `" , , °� ° � " . Q .t, _ . ' � � � � �.. � G � . Y `��� �} � �9 '1 e. � � BEGIN 25 CURB AND GUTTER / � " �'�,.�� `F r �' F� � EXISTING ASPHALT (TYP , " ' �. ' �'` �.,;,, ��,F " ' • > ° , � ` • � I �� . � � n 1^ � .` , . , „ � � r �( -� ��� AT EDGE QF 12" FLUSH CONCRETE BAND � � ' ���f''� ��� � Z���' ` � 6 CONCRETE CURB {r d � � � .Y� ,� -<' �. TRANSITION FROM 6" FLUSH /� J � � °), �'� ,�' � � .�d � � D� TAIRWELL RE_ LANDSCAPE � <°� ' ` , ; � �-`` `°' � � ' � , . ' `, "' ' � ^ , � � � �� � CONCRETE BAN� TO 6" CURB OVER 6' � I ) , �; �f +30 51 PT r � ,� �., � , a= : N , � t � , °� , r �µ '4 � �, i ATTACHED TO CONC. � �� ' ' �'� '"< ' I � `" �' � 3 4 75PT �.- ,��'� � ��'52L<< , �,� � ' SITE RETAINING WALLS LOT P-3 SLAB. RE_ STRUCT. . ,� r` � 4 � �. � '�� � '� ' � � , .� s � 1 4L Q� '/,.3 �,r~' ��' , � I- FACE OF WALL AT TOP , i , .. ,� w �. . ,� .. �`.� � . r ' �` , = , � �\ ��� ' � � ,,,.` °° z � t ' �� � ' a BACK OF CURB. (8 LO C K 5 /�b.�}' ,. , i x� • . t F � �� 'f, .� r � � ',. � /� � 2' FLUSH I ' ` , , I � / ' .. ~ , ~ � 4 , �. ' ' a•s� . , �. Y t '� ' � M�{TCH G ADE WITH � CONCRETE �i �:•. . A � � RE: LANDSCAPE (TYP.) � �. ' , . � ' .� � i` i . � �,,� ' � ° EXP6TING AVERS ��� � BANO BORDERS PAVERS. � ,��� ,, ` : � x ; �� � ' � � `� , ,� � _,,; , � i w . _ , -� ' ` . ' \ �� I / '���..�� ,� 1 ',� SITE BOULDERS (TYP.) -F , f, � � .� ' r 4 , � ,� � � � �� � :: �' -t �� ' '�f s [ ' D RE: LANDSCAPE ° p ' `' _ � 1` � � , -w � ..CON�RET� PARKING LOT° , � a �� � ,f ' 1�` � � ��� \ � / 3+18 4 � ` ` � (a.�s � o ., `. � :1 � , ON'T�P OF STRUCTURE � � E .�� , , I \ � �� � O�PNER/DEVELOPER � t:.� � � / �" � , , - . �` ' . -� � , �. t. RE: ARCH./STRU T.;, � , � ; �e� � _ � VAIL RESORTS ' � 24.24L , 4 � •,� , O TRANSITION FLOWUNE �� � b K � `' . g - �� � I � `' �` � FROM 2.5� CURB AND Q �-�` ' , , �` � ` 6 � "' '� " � � 2' FLUSH CONCRETE ��p ,�+17 23 ;' ~ GUTTER TO 3' PAN ' � ''C , , � ' F . ` ` , " , - �` .' ' '� "+ " _ � T � BAND BORDERS PAVERS. I ��` ' ��' / , � .. f . � ^�" � � . � , , ; ' ' � � � j ,� " �� ' � � �- ,� a ��a , �J � � � � DEVELOPMENT � .;Q �• ,��' � "n h/ i �� . i ' �' r I ` � SAWCUT ASPHALT TO ENSURE � / � � �i , ' � a HEATED PAVER WALKS (TYP.) ° �f. , � , t� � „ „ , ` ' '- � �� �� � ' r �' � I I � COMPANY *' A v ^ � � � ` � CLEAN CON\C`ION.(TYP) � 3+i2 a2 �!,,� .. . . ° � , ' � Q RE: LANDSCAPE FOR LAYOUT ; .• �O .. �° . ,1,� , a. t `{ y , s, Y ,c o , , ' + ��_ ,". 3 „ • \ I � � P �� ` � , � , ,,, , , ,� . rr A „f , , � J , ��1,;; :� :' - - .. � . , .�• � � \ � AVON, � �� � � ' ' , , � ,i !' . '; � , , . ,u, . a , N , _ ' %J .,� i�� , , , nJ , �5 ,,, I � I ,' ,3•y .c y � \ COLORADO � ° .' �.� a SEE LANDSCAPE PLAN � � , " " �- , . .. ' ' ' • � a . � . � s " ` - , � ` ` /� / '"#' �, . y 09cn , ' ,:"' FOR PARK DETAILS " �F , � �7�' ' • ' .A P�Y�T OF j LOT. � � ` „" f A K � , I � \ � � � ' , t ' �!R?. c t/� . . O ' _ - X a o � , , ` I ` � 'S - ' �' �,a c��o , � � :. . - o° ' �` � . -� � '. . �. � B 0�� 'S_A �` .� r. , � �. . � .. � � ` AxC�IITSCT OF RSCORD LOOR :;�� ._ ,'t��a-r�n��avE�s;. . - ��o - ,. . . ��..' . � {�, � � �' � � � / � 81J.o� \ � , . �`,' ptJ•`GR'ADE,. ' ,, . �/�p��i' , • � � , • . . " '�r .� ' ,+. , . , �r yh �i ^r ,r �•� ' ' . ' ° ,� t \ I / \ ;� �: � , � 42 40 r: ,�%o . . ���� O � \\ _� \�.�' . , r, '�. . ;., A f �I r 'S i , . G .s ,�/,} � •� � ' / ` \ _ � .. ''r,• �'1.: ,,`'E'* ,,'��' � /� 'R.., i , T t � t�' �' � ` , , '� ' , . ' ` 10 3 �' c�.:� ,.,,���.,1 � �. . �R°;;��`� ���,���H:� , �: r � ARCHITECTURE • , o�, R� o �:;, _ , ,'� o Fl.. s , , ` � � , w , �:� I' / \ f � // � / ,- � .pc� ,.: ":, P' �,•� y ?1, tr C� �, � � , � '"� �' CENCR�TE�BANQ ,�'0 ��" "' .. � , , . ,� � � ' '~ ` � ,. , ' " � ' � J � - � ,` � 1 / � � Denver, Cobrodo i '"';, +oo sl e ��. .y , r, ,` , -=�, < �� / ' :3�p f `�2 41 L,.,, . . � q��, ��. '• 'CONCI2E� C1�RQ�UVER � � ` �' � ', `� ' , „ � . , ' � , ' ig�� �,� ,. � ' � � � � (�0� ` .4�` , ,�'`�j � N �,`�t1�, . ' N 166008�.71��r�'.' .. , `�,. �� M1. , q�- x a � 9f ' •x ,l ^,, r = : , \ 'I � \ \ � SfRIICP[JRAL BNGINEER / � ' . '� .'�I�+ y� I� �". ' � / �" � ' ' "�.� " � , ',''� � � 110NROB dc NS1rEId. BNGINESRS. INC � / •, ?��G ' °275a629 2312 �,:. * r x , , ,. r �- ' `, , , a � � j , , . _ C���� f .. "`� +,� � '�., ' � � . � � ,' < ,'` � ` I � \ AVON, COLORADO ,. Q. _ '"y^ y 7p N , �; ".�",,, -�,,.'��• .. � • `� �. � ,� '� ,°� .. , F.�r > - / 1.5 SPILL CURB AND GUTTER 3+00 33PC � � o pQ ' "`�' , `'��- r�.,`� �� � , R �•.� , " ` : � ` � A ` i , \ I � ` ` � ���� �+$516P O, �2+ 1 6 D� ;�„�, ° } . ,. .� , , , .« °' . � \ � ABS CONSULTANTS. INC � TYPE 2, SECTION IB 38 32L ` oa � I�21,26L � ,�, , � - . }'2+74 6 , C7• �, ,.., � ;•`,. '�, . �� �', , _ ,'� " ` ,. , , s • , . � � � � DENVHR, COLORADO ,� SEE LANDSCAPE FOR PLANTER �` 5� �Q - � '� �.. F'� .. "`� 'f � . • - , • ;° � • �' � , � - °, , ' . � � � � � �•.;,. � DETAILS W �' , �' , f ��� � . ,-'�'`„ :�.� � J :, ^, f.�. � � � ` 2�-9�39PT - . , . ,,� �' \� ' , �. ' � , " ' �' , .. , k� ` �' , . x ' " � 1�IDICATE`� LIMITS OF ` ` �D��ECO�0 � � s, z+fi�`94 � ;.� . � � . t . . .�. - �2. . �� � I�ILL14 Il14LI��ILL�1 ,� �� as�. ` �:f -. • . �i noR ; �, �' '�.. �� � � , ` ' 6 ��- - ' � , ',� w .. , � I E�ISTING qSPHALT (TYP) � �ac WV � . � , ' ,`{ ,. � � �. ` .t �_ .� �', { ' .. �\ � 6" CONCRETE CURB �_ ° ' � . � . ��' . � ^ . , '` � • ,�: y x � .. , ,� I � � \ \ v�eu..�coi�.ox��n�o � f �4�, , � . . ���� � a . � � . . � �. , , , , , , � q . � � CON.I�O.�lINIU1L1,�5'' ` zs a�.• �_ . '��� � � �` � `• r < ���" � � ATTACHED TO CONC. � � $ , � , \ i , � - ,��'�` '"": � ' , � , ` , w°� t ��, �` �� � PAVEMENT. RE: STRUCT. ,L; y `,< � °,.. _ ' �� ° ' , . , � � ' - � ' ' ' I \ \ `' ���1 CIV[L BNGiNBER dc SUItVBYOR / � _ � � , . +78 70 z . � . s E ' ; ,` , � � Y , ' - , y,-�. f -w s . ' . 4 � . i �,�. ... , � � � � ` � PEAB IAND CONSULTANTS. INC. � 2+97_42PRC ' , , 1 90L . • '� P . , '�r� ! � � "' :^ } . � ' . k „ I V�n COLORADO �� l';�� ` _ � J� A � v � w ���� t � � a \� \ � Y � , � • � p ! u t V t� { . � + � 1 I \ \ // ` \ � �11 // ( - a � h . ,. , � , : ` � �s �, �f + * �� � � � � \ � { , .. ... '� -t •+ ' l , F 1 r� ! ` 1 �\ ��/ ` ` � ) --- � � - �- � ._� ��`'.. , . .. •O ; � .. .� ,` `� y �! K e S � � � 'F f \ �\ t ' x . V 1 • � � _ Y `�v , '� '� ' t^ { � ; � a .� j f� - a F a , ^•' Y � � -- - _ I \ \ � �' S ` ur� � \ Y 1 • / r1 � � � ` / � r- ��.�'= +9a.59 '-"'r� =' �\,.. " „ � . ; � i 3 ' ` " t „r �� ' �� s � �XA ts � r� 5 L �6 � " . / \ � ' r '. 1 „ ^ e .. 'a , � � � e� I ` ... ' ' r �. ' t3 r'y, t \ .� � �/ �! \ � 40 3 L � � � � , � ; X a , - * J� ' r ' ; %' �, � o �� 1 '° , �� , , , : . '¢� e , . � , , . - �. , � � � � � '� �� A PART OF LOT j � PROJECT N0: 20693.03 � � � , ' . _ ° , = \ /� O ,[.�O \ \ \`�� � ' �i+6��8�L j ; ��� ' . ° , `� < y s! S S X � I f, r Y ` \�h �\ ` r � 5 , c� .. r: Y F ^. ' , .» • ; " �� . ' d!' d + 1 � � / / ,,� (BLOCK �-N) ` N P I', CONTROL POINT 41 , �2`6� r ` '� � , . � . ' �TRAt� ITt 1 , � � ISSUE ISSUE ISSUE � � COTTON GIN SPIKE � � ; ° ' 3 - � ,w ° - _. � l 1, , o . � � ` �' ' r . � �; ; ,rt S ON FRdM fv Fl..USH , a � r 1 �� \ 0. DATE DESCRI TION 2+75 53 \ � ' � 3 � ` 0' < '' � \\ � C�NCRETE.BAND'�TU=6 � ' + � � NORTHING = 1.660,077.1380 �►� �`� _ � • , a , # ' "' z °- r �. F ` . . � � - - � ` � • � � ' � • r � 1 ' 01 1.06.04 ISSUE FOR CONSTR_ EA571NG = 2 755 592.4620 23 68L � . , � �, � „ , � .ti q \ , �V�RTIEAL GONCRETE �URB , < �. . . / �� �3� ' ° , � F ' � I , � '� ` ' ' � � �+00_26 � � � , K p g' 2 � ° ` o �. x � . � � -C �- - . , EXISTiNG 20' � ELEVATION = 8186.06 � �� 2' FLUSH CONCRETE �� '�` ; ; ; ' . *, ��t � ��o t �'QF-<4q�0� `� "�� v� , � � -32R , ... `+ 4 , °�R , � � � �' -� ` � � � � � UTIUTY EASEMENT � ,-{� � BAND BORDERS PAVERS. � �, � ° , f ; � ' ` . �• j' "?- • S ���lr�p•(.` � 4 • :x � ,` � ^ 6"'.CONG CU�26 'i4TTACHED � r, .r I \ � � � , � 3 , // - .• '` � �� , �¢F � \ . S r° � , �, ' m � . ..``f0�CONCRE. OT � EXISTING PROPERTY � ` `� INDICATES LJMITS OF UNDERGROUND STRUCTURE. � ; - , , , ; 12_,50L •��` �;°' '-_` =•� ,C�� _' - ,� •• * "'' ` . , , Ry� PARKINC� L 1 1 ` , \� \ '� , ' ' � . � cT` R�9. � , r� ;:. , \ ��;•- ,, K � �` � ' , rWI�Fi '6, QRAl1�lAG��SLOT�, ` �.� 1 \ LME TYP. � �%�� � j / UMITS OF SHORING TO BE DETERMWED ONCE FlNAL `� ; _ - Q 3 �,, � - ' ` : �• �F ' , , e � ' \ `'tc .. � .<�, ( , •�,, . 1, , t�: CONCRE7E BAND K , ; , � "" - � ` , .- / � : , , . . � � , C� �; � �< A �, � , STRUCTURAL RETAINING WALL � �. ♦ / ♦ SHORING PLANS ARE RECEIVED. CONTRACTOR � � � { , > ; '..� �, p F ;� n St , , " � ,::�, � ^r^` � , FLUSN WITFi CONCRETE . `"� ,�r ° . I 1 - � � � � � RESPONSIBLE FOR FENCING, TRAFFlC, AND �� > : � , , ; 3 „ ,�� � , , �f ` r \ x� ° �� .� ,'�, PARKING AND'PAVER WA�1�= ,s - 'E Y. - . L'` � � 1 ' � \ RE: ARCH./STRUCT. � '� � �,�'' ` �`� �� PEDESTRIAN PROTECTION OF EXCAVATION. ��� 3 F ; ; � , ; `,� :,� � �- ` L � °, � � ' `Y � , ' , . ° �` , , • • � � � ' � � .'^�}� '� I y . _ �- a ��^ • r '3'' -`< < r' � 1+9D4H7 � r , � - " .. . ' ' , r � ' 1 � � � ,,�- � � EX. DRAINAGE PAN Ta REMAIN.� � � 3 a � � ' � � •`'O �Q C`�� �` C ' � ` f t3.61R� , � '� � � c -'� " � • • " �y p,5' ' ` � ' � \ �/ � MATCH CONCRETE PAVER WALK � \� ��3 � � ' , , ; Or�N�� SN�,.Q ��` ' . ��j:�,� ,a ` 2�, : , � ~�' . 2 , st `\r �4 36R 2. A� •� ' f � ..x " 1+51.88PC 5,� � � � ' � � 1 � � � � VIIITH EDGE OF EX. PAN � `, , � , i : ��.�?(��'� �r. . F�. , �, t , ,� , . - ,; , � , , � � . . �. 4 . 0- ,=V, , f • � I � u' 1 � \ / � � � � ' 3 �N�'�.9 C�RO \ . � A <. ` � 1+95'9 `` 1+74 84PF � ' : ? • 3 p,, � � i, \ � � � � � ' �'> > � � O� � iQ �/� � r �i�j r � Y1.00R + � 4.45R„, , , R1.5 A L t � ' 1 Z , � / \ �� � � HEATEO PAVER WALK (TYP.) �� '�, ;l, , , ;y�� .Q'y,�,q<�:: �� 'z ) :� t�c � , � \ b�v�" �` ' � w ` _ ` . , � � � 1 I� � �� / F , , � � ` \ / � �` �` �� RE: LANDSCAPE/MECH_ I � `f > > ' � � �Q• �ti�T S��Q. r � A .�(Q ' , <• 6 O�N ETE�� � ` ° , �x . t��48 84P �1�4 57 . „ 4�Q2R� � � � i��/ � / �� / �/ \ ���\ � 3 �'�'C�� � �pq�jy^�,. "�y `' ° � ' < � CUR ARO NO r �'� ,, � ,s { , 419�R , , . � ' � � � � �� ` 3 � � "Y � �� ` ~„ e M1 � ' �d jr ,� : ,�n � A �,' f { 1 I � � � \\ ��� �� � ��\ ; � ;Q'�f0�fL ' � �x ' , 1� w `� ,. PLANT A�6(� 'r ?. ` � , ` r 1 � 1 � ��i � � � � � � �� � 3 � ,q� 3 , ; • �. ,� �.. , � \ . . � �.r ACCESS G�A'FE�. « , . •. � I � ` �i ` / ` / � / \\ ` \ ' � ' 3 � ' ` � .e T ' \ �~ � � . x'\ R�;AR�}i. r' � ';{a, r ° `' �� � '//. ' ' I 1 /�� ` 1+87.93 RAMP FROM FLUSH - . �. � � � \ � \� // \ �� �' ' ' � � � 3 R ��� �s � ��'�, p 3,00R 2 { < KEYPAO ' , , `�� �,' �/ . n � 1 �� T1E PROPOSED CURB AND \ / � � , � 3 = � , � CONCRETE BAND TO 6 .: x � , , . � � - � i � � � �, � � ; a ; ; � � '�.�<- /�� ., � v�anr_ei rnNrn�-r� • �s , � r ,� . � ` ,` •, /� ._ � ' � ' �� GUTTER INTO EXISTING. / 1 r "� � � � '-� �itaJ zSi�r'i, ^ INDIGAT.�� UM1T5 QF ` � � � � � �, 3 . � , , , ° `�.^' , CURB OVER 6' r5 7mR j r� �I UNDERGRC�tJND, STRUCTURE �/ ,w • �,�` ';<� � � � � ��� MATCH EXISTiNG ELEVATION. ` / � \ `� ' i � ' � � 3 !' . ; �v �-�-�9 7 � � / �"` �. , � '"' C . I I I ` � �\ ' � � j : 3 � � � 3 a .l ^ ��• "2 �R`r '9 Q� \� ,,� _ � ` � , • . 4 t t t' I I \ /� / ' \ / � \"�i ; ; ' ' ' ; ; �� � �� �`�£� . ' �� ` '` � �`` �, c ' ' ° . ' • r� � . �' , � ' � � � ' � I � i��' PRO_ 2.5' CURB AND GUTTER I � a 3 ° s 3 �` " ,y � - :! i , j m+ / ✓ �� �; ' � 3 � : � • , , � , `�'i+7t a�P • '[RANSI110N FLOWLIN�K ' ' . ` ' � ' � , a d Y ` � TYPE 2, SEC110N IIB � `' 3 � ' ; ; ;Q � > <.,`� _, �.0 R - ; ' ' , z � �`//~`' •• `1 ��� -� � I / � SAWCUT EXISTING ASPHALT T / / �' � , � , � • �'ROM �.5�CURB iANp ���� , _, C U R V E T A B L E �� � , � ; ; � ; ? y, � ..; s` , , w � . ._ _ ' ` " GUTTER �Q 3•:�A►��, r � ,+z$5� ; ° � � 23�4,R :;> � � i i rno � , � • � , , TO ENSURE CLEAN CONECTION CpN � � � ; � s ;` ;�, �: �t �5.8� ¢:� , f DIP CURB AT CONNECTION TO N7�36 C p�� � � /\\ � 3 , � i ,�. \�„� �q ,�. , fw u y : X �1 �. �-' \� ,y � � , � � � EXISTING WALK. MAINTAIN 3g W OI NT 4� � \ � �, ( = i 3 . . -�'� �r-�� � � / GUTTER FLOWIJNE. REPLACE ST 30 � �� CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA �` � �� �; i ; ; ; ; ; � 3 `, � -�4 � -.���x� y�� � j ����_,, -- � �� �,. � , ) � � , END OF WALK AS REQUIRED TO 43 ,,� , , , , , , „ , , „ \ ` � \ \ , , , , ; � , 3=. : • ��, >. $,� s„ ,�� � , � � � / / ACHIEVE AT GRADE CONNECTION. C1 327.00 76.30 38.32 76.12 N72 57 24 E 13 22 06 � ` �\ � � `�� � ; � ; ; 3 ; ,. #=, ���.: � � � �X ', ;Y , �°a � , ,$rt ., �q��•� � � _ I �r � `�o� � °o ' ' �, � � �- ' 4� , � \ ' . O. ° . ( TRANSITION FLOWLI �. ' � 5 > > > > > » � » \ \ ' �` X 1660009 fi0 0� ,> � � '� - " ` f� ' R AN I ' / s � Q 5 6. CZ 64.00 30.69 15.64 30.39 S86°37 23 E 27°28 20 > � � ��``! � ; 3 ; a � , � � � �� ' '�` � �� � K �� �. o`�,�. o ( \ �, : � � � � •�4; , . , • C .� t= s OM 2 5 CU B D � i � 0 0 � � � '� ? 3 , i 3 I i . .� .. � 11 � , ..� '' ' � , 1•+2 �7PT� � GU��4 3' PAN I I %`'i �.�p� O �\ 60gs �Y EL D=IYI� C3 100.00' 37.52' 18.98' 37.30' S62 08'14"E 21 29'57" � � � � � � ; ; 3 ; 3 G► , � ��, , � y o � , �� � • . �,�R�, o � / 0 6 j�I�\�/ > > > > � � � � � ' i � 1 • ;' ., , : .. , �•� � � I I /\�1J ` .�-�� G �a\ V/�� � � \Ci' ) ) p ) p ) 7) \ \ I ; j ' v 3 ai .LK � �.O' � � ' +J 2 � �1 \ � �J // Q 'D�' \� � � �✓ � C4 542.00 59.00 29.53 58.97 N54 30 23 W 6 14 15 � -- �� � � � � � . d � h�qF= �� °f , � . ��- � � i O -- � �9 tL > > f � o > » 0 7 f� \� \ - \\3\, � � _ � : ; ° 3 ` �CR�TF �v��Q�f �� ` ,r � \\\ � � � ���� C� S � �� � C5 57.00 66.71 37.77 62.97 S24 05 52 E 67 03 15 � � � � a ; � ; � � , ` -- �qNSp'�t�,�'Qq� � ; � , , �= � � �, i -� o Q � p C6 30.00' 47.33' 30.21 ' 42.58' S54°37'S0"W 90°24'09" \`� � `����, ; 3 � a ; ; ; ; � `_ � � �"R�H��sF�o,, � �. �a . : y �.�: C' ,\` I ' � / //, � � a d � , ' � h`Rp ,�, , r+i s ssPC � �� � o C7 500.00' 11 .35' 5.68' 11 .35' N79°31 '04"W 1 °18'04" � -� � � ' ' ' � � = d, ` � � � j �`� � ` � . � � _ -- � � � ` i 3 ' 4 Y r � 5 !�O " 2:�� '7 ' I � � \ ; ? � , 3 � °�� � � � ) � HATCH INDICATES LIMITS OF CONCRETE �� �� Q �� ' ; a i � 3 � � ' : � � t ° �i` z � '' , + `�- AVEMENT. SAWCUT EXISTING ASPHALT � � \ � � ``` � � � � � � I i i : ' .' i , , , ' • _ ` . , �� ' , ` < ' � 3 � � � ; � j � , � �'' , �./ � �C2 ' , O v TO ENSURE CLEAN CaNNECTION. �� d \\ - - �a 3 3 i i 3 � 3 3 � i ' o ' a • } `/�� ' ,l + ' " , •- �' , ry ti ' x � � / �, \/ � / \ � �� � 3 i i ,� i ; � 3 ; � � i 3 3 \.e" t, ' ' .. L Y} z /, � a �� •v u t'r' • �'• � // � a 3 3 3 �F i: � � � � �- - - - - - - - �` � �; � ; � � � ; 3 � � , ; �'� ,. ' . �` _' ' ". , , •- ° �A W� 6" FLUSH CONCRETE BAND BOROERS �� � � \ / a 3 ; � > > 3 a ' �i 3 , .. , ^ v ° '' �, . <. M1 } t � � �� � �� , . ; , a ; , ; ; , , 3 , , , � „ � . �• M PAVER WALK. SAWCUT EX. ASPHALT TO � � ��� � � � � � � y a � � � � ' ' 3 a � � , tt � ` � � �� „ . , , • ; `' "�' V�1 ENSURE CLEAN CONNECTION. �� Vail Park & Garage N �`�\/� i I � \ \ ``` \! � � � ; 3 3 j � 3 � � � � , ; ; , �� '`� ' ' ' ,.jY �`� {o . 1 - e � �� ' O 0+74. 4 i� I� a� LU W P-3 & J \ I �� �` �3 � � ; a j � ; � ' � i s , � ; , � , 3 � , • ..„' � z� � `,� s �1. . 1 OOL i� INDICATES IIMITS OF � � �� �` �� � � , ; ° ; � ' ' ; + � ; Cb ; ! , '` � � . ' • , G ��� / � EXISTING ASPHALT (TYP) LINE TABLE ► � � , � ,3 $ ! 3 � a3 � � � � � ? � � 3 ; ; , „ ° : ; a �, /� `� f \h \ � `�� i 3 3 3 � � i � � 3 3 i 3 � 3 i � 3 3 � � o � � � � } i � i i z� i // \ � LINE LENGTH BEARING �� � i�` � �;�' ��_ ; � � 3 ° 3 ; 31a ' � ; � ; ° 3 ; ; ' ; � ' ' 3 � � �� 3 �%' � � \ i � 3 3 � � `� `�� �� 3 � 3 3 i � 3 � 3 � 3 i 3 i '' � i � i � � i ° '1'74 4 i / � / � I � , o , „ �. ' °! -�.�..�. -� - �. �;1y� � � 3 � � ' � t � ► 33 � ; , � 22.48._ - ;, , � LOTS P 3 & J _ L1 20.22 S72 53 13 E � _ - ' / # '""'�'�"",,.. �` -��� i; , � � i ; i ; � ; i � �� � I L2 22.99' N51 °23'16"W � � � � - - - _� _ _�y " � i .�,�.- - � ,o o s ,o zo so �/ I �� � - ► � � I p kEG/S _ � ��� ---�_,` _ � CONTROL POINT 40 I I � �O g��AR � O L3 18.61 ' S57°37'30"E � � � ► � � � o�:•' T ••FF L4 22.88' S09°25'45"W --- ---' ! ______________ -``� � _ i � �;� 7`r' SITE PLAN � COTTON GIN SPIKE I O •�`� � - L5 66.30' S80°10'06"E c � FEET ) � NORTHING = 1.659,975.2070 . 1 inch = 10 ft i ---._�����L r i`` _ `� EASTI ELEVAT1�ON 5 8 8191.42 � � ' 7 : � -_�,_ � ` � .a�., - L6 43.61 ' S78°52'02"E � -------__< < ' . .....��' C 102 _ I � ' ` 1` S/O N A� � � �--�_ � .� Z�� --- S(:ALE 1"=10' �� _ � �����i � � EXISTING STORM MANHOLE �,'y EX. RIM = 8171.02 ' EX INV IN (S)= 8164.32 � � l EX INV OUT (N)= 8164.30 � � - � - - �__ ;` � Ir �---�--, � INLET 3 0&L I 3525 F dc G � � j L � � � � �,� STA 3+73.03, 20.94L �. � J , � 1 ' - - __ � I PEAK LAND CONSULTANT3, INC. �� .� EOP ELEVATION = 78.00 � CONNECT 6' SITE WALL - � � � � I � PEAK CNL ENCatNE INC. � � `' 12" INV IN = 75.00 PROPOSED 12" HDPE FOUNDATION ORAIN TO � ' � �'��� � � ' I I ' I � I I 970-476-8844 F�8-8816 � �-� 12" INV OUT = 74.90 STORM SEWER 1 � � 12" STORM SEWER. � I � � I too�uorta��ooP va�co e� �� -_ SUkIP ELEV. = 73.40 42•2� O �-�� INLET�4,OdcL 1-3525 F & 6 PROPOSED 12" HDPE r`J �� -- � INV IN = 74.90 /� ���' STA 4+03.76, 0.00 STORM SEWER 1 �� J � ' � �� -- �,� INV OUT = 74.50 ;, �O P E L E V A T I O N = 7 7.6 0 5 0.1' � 1.0 9� � �� � � PROPOSED 4' STORM MANHOLE __ ` � � �7_ � �12' INV IN =74.50 INV IN = 74.40 � I ; ���� I � � ��� 12 INV OUT = 74.40 INV OUT � 73 90 / S T A 5+1 1.9 8, 1 7.6 2L ��- � �.�` SUMP ELEV. = 72.90 - I RIM ELEVATION =78.6 EXISTING 18' PVC _ 8i77 70 �- � 12" FLUSH CONCRETE � � - I � ' 3+77 tt / �� �-� � � BAND. SAWCUT EXISTING � - � 8 INV IN = 74.67 64.7' � 2.75� . 46 26L , �� � ASPHALT TO ENSURE CLEAN - � ��.�� � � 12" IN IN W ( )- � ��= CONNECTION. MIN 1' INLET 5-0&L I-3525 F & G � _ _ � ( ) = 73.25 EX INV IN S(� 8166.1 � i8" INV OUT = 73.15 EX INV OUT N - 8164.32 � S 4 "` �� ` � � � � � PATCHBACK. STA 4+56.83. 0.00 �ONNECT 6" SITE WALL � � �J SUMP ELEV. = 71.65 REPLACE EXISTING STORM MANHOLE , , . ° �� ` EOP ELEVATION = 78.00 FOUNDATION DRAIN TO � � � PROPOSED 18" HDPE WITH NEW 6' DIA. MANHOLE , � , , %. - � � �_`-, w12" INV IN =73.90 12' STORM SEWER_ � - - � _ � - - -�� _ STORM SEWER 1 DC. RIM = 8178.2 ' - 12 INV OUT = 73.80 t - � --� 12.65 � 1.199e - �' � ` �� � �,�' � � SUMP ELEV. = 72.30 �-� � I /� �'�- - � _ ' INV IN = 73.15 DC. 12w INV IN (S) = 8172.80 � � � - J DC. 18 INV IN (E) = 8166.90 8178_�0 � �. � INV OUT = 73.0 PRO. 18' INV IN W 8172.65 � "!� �+���'�� ° � � PROPOSED AMCOR 1500 � � x 25.2�E. . °° " '< �� � PRO. 1S' INV IN (SW) = 8171.25 � ^ "" $ '.. � .: 178.50. � -� �� � � SAND-OIL DC. 18° INV OUT N = 81 . BEGIN 2.5' CURB AND GUTTER 8�77.so '° ��'��.��< �°, � � ` , I INTERCEPTOR OR EQUIVALENT. O 661 / � . ,. .:. ,;:, .> ;.. . :.. AT VALLEY WLET. TRANSITION 3+�2 85 ��.. -� :` �' .,<:: :. °" .. >:.:. > `' ' �r•�d�" - � ��. � PROPOSED 12' HDPE RIM ELEVATION -78.5 STORM SEWER 1 I 18 INV IN (Vln = 73.0 / � FROM 6" fLUSH CONCRETE 38 25L �.r'��;.'�'' ,t.-'" -� � � � ` � • � _ BAN / _-���' ,.� �,�' r , � 54.9 � 1.0� 18" WV OUT E - 72.9 � ;.......> :._ . D TO 6 CURB OVER 10 ..��.�' 82 7�8",.� � , .� r,r!,,r'''� ,-� ;'�'".r•�'�- � ,� � � � L.� INV IN = 73.80 � � ) � , ,t �. , „ � PROPOSED 18" HDPE r 3 � /" ,. '� � � SAWCUT EXISTING ASPHALT. � - �" '� 'f �'' ..�'` '' �'` -�'' �' ,�-' � r' g��� - �. � INV OUT = 73.25 I STORM SEWER 1 �j \ � � � � REMOVE AND REVEGETATE .- �� �-' 4''�� ''� ''`�� �"`,� ''�..��` {,,�,..�'�,,f'�,-�,,.r .26 t 7 .'7 � _ �.�` � � � �� ASPHALT IN AREA BETWEEN PRO. 8177 80 ..�'�-�-fy � .r;,,�'` ,.�' ���,,� � -'' f ' 8 q,.���g� I _ 25.77' � 1 A% � � _ ,- ...-� -`` .�' .� �'' .� 8- � .�' s' , - � 18" INV IN 72.90 � � ,- 1'7 .,r'' t - PAVER PATH AND EX. ASPHALT. 3+69.17 �-•' r �,,, .8�� r�'''� ,��.�' �,,� .-�'�,,--'' ,,� �..oC1t: . _ _ � ,. � � �� 1 -'-- - __ _ 33 52L ''�1', ''` � � J --'' .�' ,r �,�'''� .�' � / `'�� ' ' . - _ _ � � 18 INV OUT = 71.55. ---' � �� � ,�' .- ,�.,, . ,,✓ ;r'`f,. rr � .f �,,.f��,, . _ . , . , . . = - � - , , :�.i:: ... . . : ....:::. . .. .:'. ,,.✓ �,�` � _ � � ''J �' '� �+' /�""' J' �„r'' ''j' / �7 !'. �,r''l r✓ . . .. . � ' . ' ' � " � .. ' � - � � �. � 1 � , � " '�� . .:.;;: � ,r � -� � � . . + /� /' � wfi / r�•►� �� �- � � � � _ _ � � � ` ,� � ,,,.,� : � 8�78.� �' : .. . . � ,f "�''w�.y,,r''^r ''� �'`r'��� ����•/`�,.+/r./"r ��' f . . . : • . ' , _. ' . . .. .�,� � - � I. � : - - � � ,s. r j 3+72 2 � 81 , , r , . �4�QQ,. ,�,,� / .�,'.-�,�''� 81 ' ' ,� , �I7$.7(3' :, -''! �:,;>. � ��,,� � - � ,,r ,,.� > ,t ,,�- 4-F�03.�8 �, ,r .� �.^ •�''f, �`' ,� ,,, ,/ j i r* � � - ^20.09L 3+74 36� � �. t .�~ �/ ..� ; � .% r / J �� ./' . .. .�}' a . . z�'�" .5 / . ,:,. 3'� �^ f . . � �':::.. ����- � �r.0 � t ' p; > /r / � /" •�J ,,•," .. . . � � . _ � , . 1�.�� ./� /f ."' .I'� j! f` . . . . �+-- � � C 8177 69 / . � -.-._.. �.. � . � �.t .- ..�" .� � .,-'`�r 21.�0 �--,. ''? i -.��„ 1' . t r ,� ,� ..• ..f .�r .� L � � � r r'' .• � ."'' ..� , , _ k > , , � , � ,, f i �� � �.. �- .. s � :• �. < 3+88.a3 t . . .� • , � . �,,� - .r ,. -...� i �. ,r' .�'`` ,�^ �/ .� , , " »__.. � / 8178:4 s . - � -„w.. / •f' ' s/", '' ,r'''', ''�rr` ,r�` .r'� ".,� '„ � - - - - - � ° %�n'�a,. �" .. . ...::.. t .� J r'' r' � -�-°. " /' . r''' r �.. . .".�,::.. ...:. � � /''� � �./ �. i u -.� , , I � ] J .� / �' �::: � ,/ � _ki �.'4'i'' . �C / / /' $:: + � f 3 66 6 � i / 3 ..' Ht, .• � i z _ , ;:. Y�w.. ! r' f �y _ � � y�� . • r �. � 1 ! E .� X. WALL T b� i E S 0 .. � . �- '��'"M1,.'.:� �f. i � '"�^�M ./ Y� � � ��Y l . . 3�: ... . � �I R � { � � 1 � \ .1 � C. e :... . .. . I f '. '.: N 8T78 4� t t� � s / `:�. e: � .�- � r � �.� � Q� / . r � ;:'"�+�rr, i r' [ r � `.:j::• B R MO D ,.� / E E VE ,.r' � C ,F� s ,✓� /� / '..'"w'^�..:;. .. . . :`�:�''': � - �SI.';`:"' � a- ,`" � 3 68.63 '� ..-'f� f ,� x +�. .�'' � , .. � � i � ,�" ..�` � � � �s<>. i � 8 .- . ,� t ``-�-.<. E 1 . , ;::... � � �� y. � . , :, . ' . ... ;,..:... , . , ,..;•:<; ' ... , , 8t�s.o ' • , ,, °',. >::<..: ::;;:. , HATCH INDICATES IMI F df L TS � � 0 � � ., 8 ,--' .5 .� � � 1 k / � , f 3. , 1 9: ,;< x; 3 � �2� -�. f 9 , � .F' ;.. PR . . N �' 0 2 5 CURB A D UTTER G , . , � 4��,���. � : - - � \ r � . / . .::....c:� � . :: � ..., .� .. � .::. � ., �.' ., �. .::.: . .... „ :: " ' ' :;::." � . . .. . :.. .:. � � :.. .. . ! .. . _ . �y � ..' ..`7�E G - I r' ,` ' ., � . .. ' .. r rww .�'f� .� P AS P � .- HALT RE LAC M 56�3 E ENT. � 4 `:��' } � � r ��� � r i �::. i -� � v' , � "'++.+.. / s a f D . , .: . .:.: V � ,� TYPE 2 SECTION II ..�'• � �� : B � � . : .�-�'` . � � .� ,;,. ,s / / . , t ; . ,. ;.,. . >::.:. :>::;:, ,.. <>::».;.. ;:::>... 8 : ..:» �r ..''�Y'��``: :i��i> : � ( 8178.40 , � W/ � 4 *�--�..;;, , _£; < : .� �' ..�` r �' ,� ,,.- SAWCUT XI TIN A P � � � t. � � . ,.�.�' y .� E S G S HALT � �, s � � Y � t ""�+. '`: r r e � � ..- � � E' r ♦ , �''� / .A'` Fn � / ( � ! / K � � � �\W . �...�' Y , ,� . r� � , .. ' ... n:. ' •. � �n . � : � . :' ..... f y . . . r, , �. ' M \ !: / � . , . ., .. . r, �,�• ,, :• :. . �:..: .. . ::. , . ara „ :.�.::.:;::;�,.»::::.:�<'s> >:.> % ,;>. ::`:::'.<::>::;:'<^.>:>,>:::;':''` �' � F.jr-,, f :r' z �t�ri-2� 1$S .c' , ,. ,�-''�, ,,�� • .� �,, , ,,,.�i � ,-' > : TO ENSURE CLEAN CONNECTION. i `:::� -82 0 { ' / �, � "*,..�.,:<... . ,,,r' �,, � CONNECT 6° SITE WALL �,' ,r' i { ;x 81 ° .' :� �b 1 7 �� �' � � � �- '.�.,.�.;,. 1 � r y '�.�`` ..r' .,,'' �'' .f r, i �� � _ �,.� / �g. 8 8 50 � .. �../f y ,,. �.t'�,.� �, ,, ,, E"' 'h W- � i .,` i B t '� � . � . / � � s'f ..�`' ,f-''� 8178_7f7' � �r \ / � . /�,, •"'y�Ni: +. F N � � OU DATION DRAI ..� N TO 1 - .�'' < � (y � rY V � � � +�.�_ ,f ,�'f r � .+''" .�',,- � � ✓'� s � � / �:. " r / � �.�- .. O � � V �r J j.^� r^' �a . ai-23.52 "^r.. r ._ . r'"�..._.. � . �• t j / / f i � � � r'� . '� , � L� � 1Z' STORM R � �, � ' r'' r' SEWE . f � . . / � /� ,t'' , � � / .✓� ��y`r` <; f ti - ,r''' � �,,. '3:� ,� � .1• �CIOE. r--� Dc .� .�� i'`� s r. \i � i �f � / �. ! PI�"'" , / Q V` f,� � '� t � •r.. . � / , N 4 t / � � � . �.�.'•..`��i.������:��:':'::;j' r i � � n. `c�79.90 �. . f ' � <::� I , . � � � -- _ - , ,� , . p � � .� OO..�'" �' .� . � ' _ � PRO. BOULDER WALL -f'r � - { i � -, .,,., 8�50,y `„ �T�- , x AN , t �.- �-'' ,.-' ,.,-°' ,�, ,,r •,,. _ - � �� � �..' ,r' � � l � , C 5 . j �� � � ./� ' ' .r j -``� ,,/'��i / .,.r'' .r' r� . t7 .. . .. / / . .f s, r l i ``"'•..,, � 6� `s � ' r .r' ''� ,/ i° �xV.55MP . . . / / .+' .%�- < 't -� -�: \ � m t e r � .�'"� .r'� . ,w.... �i , � � � l .+wM.w:.:: r j�e.} t �' r !" . . 1 , �y�r .� � PROPOSED 12" HDPE / r,.� �.,, � � / `� r � C i ; � '"�.. j�^ � �. , t ,-,�' .--'' 5+23.52 �`' �-' �� Qi � r'� S �-" \ � � ,.._ -. � _•" •,,. ` ��� ���� ; t. D � � �i e X r ?r ri�,J;� . , . . .. . / STORM SEWER 1 ,-�- 8l= =-•. �_J -- _ `•"",�„ ,� , G ,t �`"' , � r� - , 8Q �F -- , t' -VV - J"� f -., _. , �, . ,.�.- , ,2 �� S , , l 1 y_' , , n _.._ ., � , ,� � � � t y-, _� eo.�o � �.a+sa �} �` � •-*ti.:':.: - � _ � , a=. ,. \ , , _ � � - � INV IN = 81.90 � ` S �''f L f r<- , ""w. ' - � �`' _ _ `"„-a::. � \ �. ti � � • i i - , --�_.�._,,, � ,. \� / l��i � � � '` �' � + \ A �'"�`"�` w� ` O � ; f K �''' � // / INV OUT = 75.00 --� ` ,,-� < "-•�„�..::� ` � ("`, � �; + �,. - ..._ �... "��.,. � � , �,� •I� . { . ,� ,. k'�• , _____---t tf � 1 �'` s '�`. , � { ; ;�. `-�- -- � - �TE S AI R "'� . � � 177 50 � `V' ' ' Q� � r , .' ` . �� �o'�: "-`._..,,,;,�... > ----- � �� �' � ' .r c �� x �j � �`"' - _ 8�9 � � ` � � \�• r t •l.. # ' � . � ' Z < L a a� � ��� ��.+_.._........_._.�.� _ � / / � f• �� o � :LAN�S _E .�+47�2 � L �r� }b' � � ;� ,....�-+." �..�"� i --. r „*�:.::.:•'i: • �5•` ,S• r �" � , �� � � � �� .-� � �'`::.<: � �8188 t4.7oR, '�, _ � � � � <.:..� ,;, -- � � � �. .s ` ,,��` -_ EXISTING PAN � _= � r� � �,, .,, � � �;:::> O � � ;:`^ _ , � , `` _� � � ,,, ''�r'�+' a. $ � ! ,' �:;�"�`+� . _ _ -- .,, � ` , ' "'+ c�, , 1'"�;;;;,..::: :' +'„�,,,,� ` ' 817715� , F ,.� ,r,s ' �� d' � _ / �-�'" � � ,', .' , � � _ �,.5� r" y b .4. t ..,,,,` ���': . A�. • d . `�I r � ___- i � , •� 'r {. i � � �t � .:., �_ '*�. _ _ < Y � ,, t � �. ��. ...i'i e' �� s;. MILL CREEK 6 FLUSH CONCRETE 1 - � � � f {.�� . ; �� ,�w , ' , �o , ` <'• <` �`` `~� - r � ' �.�� '�`-�r ���,' °.-•.:` � � ° ,� •, � ` r,.: i � COURT BAND BORDERS PAVERS j` TW=85 2 � ` s �� r 6 t �: r '` � ' � � � � , � _ ° � e ` � , * � L�� ` L ":.::r;;i'..`, � � , , 8 78�0 �� .�, / I !� ' � p ,r � . ^ '- . �` ' t i � BW-U2.0 � \ ..�� � � � M l 4r ^....y t ` �i:i:. ; \ t 1 L ,9 �\ 1 FI N I SH ED FLOOR SITE RETAINING WALL / � �fE � " � � i' .� : .� �J % � - / d ,es ss _ � +,v `- ; __ _ c� - _- °0,_ ,--. `4 4���K�:t.,t z: � ` � ` �=' . �� . : ,. t�' ,. � -�� � -. ;� _. � �._ - � � SEE LANDSCAPE PLANS FOR '�� `� '`' / � 1 � W ` � `� ` f"' ' �, ~ ' ' '' -` I � ELEV. = 8188.0� �J�`` ,. 818 ,/ F• O / , � � S RETAINW WALL� �-<<`^ �S� ', s ��` - _ � ^� �S' TRENCM-QRAIN t ��-,. ' .<;,� ' s r _ - - - _ ` -- - - . ' -� � WALL SPOT ELEVATIONS (TYP) I� ! � ,,.��,,,� � '�` ' I/ � O / SEE' SCAPE PLA S FOR �, fr� � f K� R . ' `'� �'' � HEIt.T TAPEU��� � `��''`� :. x �-*- - a.a � � -_ � '� ` l , f ,- `� `' r , �� ' x - ALL SP T EL�V�4'AON TYP .. • � � r ,�^y �, , t�' v � - -- `- � . EXI NG , � ) ` , , '� ' , r ,e , i , ,-r- RE- ARCH. �+�. , ��8T3�00 � r ;,..:. � � ; , � �5 1 , �i'� s 8182'97� , � / � HALT (TYP) � � b�, � � ����`� � � r , < < � ```•'- �=` `• � r 4� �' ;. _ 5 t14 59 � �. � � % �'� y-' r 3+32,_04 .: r �� � ` �- 8186_50 '� „ � �, � ,� ��'"% �.t � �: ` 0.7� -° , ,,� " --_ ` '�i � � '18.,�7R� � � � Y� PROPOSED 18' HDPE FROM \ �,,,!`,, s 12YOOL ° /' 1 W O / r �: s �� `�' ; ' � �x s .� , �," �w� , � � � '` , � �' \ GARAGE SUMP PUMP I I `.� f"' -' a / ' 3 ,-L ,' � � .�. K , � ��,�� + �, __ __ EXISTING PARKING , ,_,, ' ¢ O FLAGS'f0 E WALK (TYP) " , . , . ,�; r � � � � � . -, ` • = r �' � I STORM SEWER 2 i BEGW Z.5' CURB AND GUTTER � \� TW=86 5 � �J��'` ,,-'' ' ,w ;s$��3 ' /' RE:/ OSCAPE , � *4° � ` , K s t ���- ° ��' �.�. ``' � . ._�, , . `� � a ` "` �: ` �- ,8 ~� ` �,�` RE: MECH. FOR CONNECTION �� AT EDGE OF tY FLUSH CONCRETE BAND l���/ Bw=84 0 , � � ''�,, ` . . ,� d ;� / ' DO / � -_ � ' ' �`` '`:`~ '- : � .�.-r .._._ ' � ' , R �'��� 1 �80 � � � � e r <r e. r � r s � �^ ✓ -r� < e � \. 62.70� � 2.�°Io ' ` INV IN = 72.50 TRANSITION FROM 6" FLUSH � I � ''� r„ < I' a , { �� F� , 1 , � , � �.f ` y ' �'< �,. � , <Y • t r ' �� � L� - ��� .� - � �i` ' LOT P-3 � ��• � TIE PRO. CONC. PAN INTO i ` \ INV OUT - 71.25 i CONCRETE BAND TO 6" CURB OVER 6' ( / ,�,,,.--'' ,�, ! � �j ;��'��' �' ,�4�^ �/ � ` � � , , s � '`� d ,� `` • r` '� � ' �, , '": ` , , � � , , a ~ \ � � � O�PNER DEVELOPER t 4 �� � v (BLOCK S A ; ' ' , � � �` l ` °, 1TK� � � , � `, � � �. . ��.� DCISTING. MATCH EX. GRADE i � 2' FLUSH CONCRETE / , �,.-�'r,.-'`,. � -`' , '' I , / � , � � r , � t ' o �' ' > � , < , . , � � �'• � � ;z; _ , , � � . � \ PROPOSED S HDPE � � � BAND BORDERS PAVERS. l � ,' ,',r• ,,- � � 8184 ' � � ' sts6 30 /� �b $g sb r z � ` ' ' , ` ` <�� ` � o • ` '` ` ` �� �•�Y �' � � . ^ ` ' \ I � � �� � VAIL RES ORTS , ,, ,'�, ,� L � ' / c� , ,�� C , � ,r r ,;�. '' , � � ` r� , •� � , STORM FROM TRENCH DRAINS � , .�s'' /''� � e � � +. .. � �- - �,, ,F � . ' � �� � , ` 1 t f, t K ��... � 11 � t 1 1 \ I / / ` � � STORM SEWER 3 � DEVELOPMENT ,� � .,;: _�'� i c � 6" FLUSH CONCRETE ,f' ,,.�'' -� ' " ' o� ' , `y ` , , r ,� • �, ,� 4 �` , `+ �- '" � , �` _ �. �. �� RE: MECH. FOR CONNECTION � BAND BORDERS PAVERS � �' `(�' ' �r`'� ` ��. � / TRANSI ON �OWLINE 4� � . � • ' "` ` `' , .� ' '� ` � '` `' r 8 , ' � �� � �'"t -' `; � '= �� ' , � �. 4 8i s _�o e �190_63 ''� t � , �`�' ,��' , � ` t ` ��S �'� � 33.01' � 1.0% �� � � 8� �3t1fi95 . ,� O FROM .5�'CURB ANO Q� . _ 4+60.0� � { ', ' ' ` ; �,• r , � - .. ; `� _ � , 'p • �� I INV IN = 75.00 �/ � C OMPANY \� 2' FLUSH CONCRETE / si85 os� 8� ��•25'L x C '� �� � GU R TO 3' PAN , � _ Y Q 5'4`�7R ; � � ` `` -� _ < � K � , � � �� � wc? , �, �\ INV OUT =74.67 ,�� AVON COLORAD / � F r ♦ L �+ A. K e *�� 6 ' f ' G �' d r � - .� ` I s O BAND BORDERS PAVERS_ / 3+18 44` r� y 8i85 00 � ,� r IN T 2 - TYPE 13 ALLEY << , � a � e � '` °, .� �{ � � ,� . ° ` � , � � ,�' � '� '` s '; ' � \� �T � 8184, ` � SAWCUT ASPHALT TO ENSURE � � i ,/�j°� 2a.24L"',� +l6 35 GRAbE BR€ � AME AND GRATE �� r_ ` �` < � , ` 4� r _ _ � � FLQyI ARROW (7if� � ,' , , < � ` .\4'+ \ `� �, � � ' I � � r _ 8 4G1�' TA 3+12.70, 0.50 �`�,t , � ., _ � � .c ,, � � ` / "�� � �-� ` CLEAN CONNECTION TYP � , � 0 ' / � � . .� � �� •� ) � � ,{ � �r 4},f ` `3t74.7, ' � EOP ELEVATION = .00 � 8f89.a0 �� � �' ., ' , ,l -fi CONCR�T� CURB '{ �� t < , , . ' � � , t�� �� ' 4`� ' � �'� `,t �, �', �`'' -� ..-�.--'` � � � �ac�rBCr op RSCORD ,�� ,/��� t � _ r� '� , ' 12" INV IN - 8 0 _ , �i � } , ATTACHED`T�'COWCRETE �L r J ° , ' , `` j � `� � I ` Cj � �J : ,°��t t�,}- \�, � 12" INV OUT - 1.90 - _- r� f �` ' �S�AB J2E: �TRUCTURAL ` ` `,c= , '� ' � ' ` _ � , � i ` \• I ` � 42 40 � � / - � �� , „£ `. _ � � \ - SUMP ELEV. = 80.40 �` - � - � D 819t 90 � = r, � }; , � ° , ; ` I � I � I .'� � � _ - � . u -, } j� . ��' - � � $,8�.5 ITE BOULDE - - r� � ` $,9, �o �, °r '� `<< � `� '� ` �` • ``,A 'PAR�T :oF. �oT"� �° _ � ��L ��< � �� ', � ► i � � ARCHITECTURE � � 6" F't_USH CON�RETE =8189 99" � � f� � - � O AN� BORDERS PAVERS - -- _ � , . . _ E_ LAND E - �� � • ` ,_ „ C L t J x' ` � r � ��' ti < 1 • ' � \ � ) , '' � ; oenMer, Cobrodo � � ' AND DELINEA " � �� �f 3to0.00 �j-'�� r h = __ ,.f �� � t ` ~' � ` ���„���.rr'J-,A�.��, y .' . � ` ;� � � ' \ / __ � � T�S TRAVELWAY :� /"�� - ,- --. � - - � � # _ ;` z � r: ` � � � ` ' . \ < � � ,( � J�lAp /1 � + �k � � 8�UV r` �-._ Jr '�2"~ -•�y / \ � _ _- � t ' 5.a dv 1 { ' , !.� !`�` F�� E` ' , � � � ,l t j t �f� ' .�S ,F � 4 S'• �� r \ � \ I � � / / � .�- ` � ��l\AQY di�L�Oni�Y/ L'L� ��i11�LWf�7� L\V � 185.15 , _ ° ` _ �, ' , ' ` ` ` " '.;fR - � `° - � � , � � . ¢ � ,� ' � � , i < < � ` (g L A1i0N. COLORADO - /�� , 3+10 23 1 _ , i p .`r 8186.3 � � ' ` ` * , � r . ' - '�- ; � ' �� ', � �} " } ' ' • ` � L � � , ` _ ' + t ` � � � � ' � ` � I � � 44 69L � �� �- Z " 1 7 s ` _ \ . _ � � , r � � % �` ' '+ � ,` t . t � ` , „ � + ° ` ` � � � � � ` �ISP SNGINBERS � // �; 3-F 00.91 {r ` 3i�OQ 00 �- ' � _\ j " �`��� ` O , ' { r � � ; � 't �� , • K� ` '• �,� �`j I ` � ABS CONSULTANTS. INC / � , 22 41 k.' 14.�2L - _ '� � � -, _ ' r .� Q ,4 ~t `� � � , , ' , �� ' � �[ 4 [ ' ` ` t � ' � ` DE�IVSR. COLOF.ADO I ' L�IVSR. � �� � L� - _ . . '� r 3 ,. _ �- ��2 y ' `l ���.�- { ~ / O _ ' t'� ,1 t F. � G 1 �r ` ; j ,t . _ `�.r ' t�. \ ' l ' ` , / , � 4,� , Q �. -. „ _ 88 38 , -_� 1 4 - K K ,� f t ` i '= p f < < . �1 \ .-} LANDSCAPE ARCHITECT / ' . ii`, f _ ' ` - � , F - t A - � r J _ _- , , \ ` _ _ 8 89 0 i �� `f � _' _ , F `` ° � � 4 , ;� � `� � � ' �STRUCTURE� WAIk: ` °,L \ `I " -- - � � \ wsrnc �s.socts�s / \ I � '� \ \ n�vsic,.�or.ogeno °9 , , � � � �.. - - � ` ,. ^ T_ . . � ° , + � `RE= ARCH STRUCT. � � S�S�J 92 4 :�%� � ' -' � £_} [r 1 _ ' � ' �.� F ' ' � �' S' r, L " n-._.r. 'S � � i < � L ' � � i 1.5' SPILL CURB ANQ GUTTER 3+0033 � ` � ` �? � � \$187 " � ° , - � a 8r 30 � , , ' , �` � `� ,� . � , ; < L , ;. , ` '�� �� � \ ` ` ` /� TYPE 2, SECTION IB 38.32 �� � ,'818661 _ f8'� : �`Q-f.81 67 ` ` _ 1 788 � 8188.9 LOW POIN� ' � �� , , ' �: � � aa �. i ` � .� ° , ' ` < <� � � J ` v��COI.ORADO ` `� t � � � AII.. SEE LANDSCAPE FOR PLANTER r _2+9516 � $1 . �, _ ' � � � 74,b9 _ �C f� � �, c� {.. � t M ' " , .A`" �; �' � ' < <' K '{ � r s , INDICA�S UMITS OF � CIVIL SNGQJBER dc 3UKVI'sYOR DETAILS � r _ 21 26L ; _ , _,�_j r �.`�� r '3 bR ' ` , - > j_ ,y,` � ; n ' ' t z ' '`� - . . 8j91 ~' �' � � �`,' e � Y � � t � i �CISTIN ASPHALT (TYP) � ` PEAK LAND CONSULTANTS, II1C. 8186 05� ' ` - � _ �_ ' , � 188.4 �• , _, _ � -- �� O 8191 90 �' °�' ' s � � . r �__� `- t ' ' �t : r � % � � TlILL14 I114L.h'��4LL14 E K n.n. �o�� ° �+6 3 l J� � ; . 4 '' � �- , � � _ � � ` s � � � I � � 2+97 42� 1$6 53 _ .�` r ' - - . _ _ � � , 3. .� r L _ � \ .- CP = { t < < .c S '�z � ' ,-. � � , ` < � \ \ � � / � s 8.3�, �k ��-94.��- ' , - � ^ t � .`tll QR - \ ! � � < { y ,���� r r r , � .. .5 r ,t 't ` � �� ' = Z8.62�. ', - � , ' t��8� r ( f Y ,. "d ,� � � ��$g �� \ � �j t i -r r y� y,' � i ' � n � r ; ''' K � � ;(�<� i � ' t ` � � 5 I \ \\ � ` CON.I�OILIINIU�I,�.S'" � ` ,;:' . ' ` - .� f � f�_' �TBC_ � \ �, x < <�, � i � � 3 'r , � I \ \ ,� ' ` i � � �` - " ` GRADE BREAK "" , � � , ' R ' 4*, t . - � � ' , ,�t� �.�� ' AT GRADE�COIJCRETE ' ; ` ., `r � * < z , � J ��� ,� , � _ _ , Y '8487_8 �c , 2�7¢:fi9`. . ' �r 8188 s4 ` - � � ' � ' G ' f�` tPARKING LOTr , , , . ��, 3 a , r � � , � � � � ` � � � s�ss ao � _ � : - r �z+�s.�o �, r � � t ��� � � 2+so oa `� "_ � \� � o ' '' ` ° ��� . < <RE: ' < � , �' �` ,� ' _, I I I � � PROJECT N0: 20693.03 / ,� 240 28L ` _- - __ _ ' _ , - , 12 90L � } ;".���' '�1$B2 � �� � ,` <11 OR F9 • _ _ ` � \\ � ',�'� ' `` M�:` < < � r � 4,.STREJCfiURAL ,� 4 �, ' ' z;/�\=�% r,,n F '- *" . � ` I � \ /� \ ` I �$$VE �$SUE �SSUE �, � __ _ - - - - . - '. � _- - ; �� � k 2+s,3 s4 , s s �` • , _ � � �_ . , t i ° , ,, e � �. � � _ �� � �- ''4-, \ �. � N0. DATE DESCRIPTION t - _ � _r- - - - �� � ` .� - - ` ' 1` , � = O . r r � r � -fp�r ; � ' � ;� -� ` r ` � � '- - R CONSTR � r �►'� � \,�\ .�. . 8187 53 � � i � t I �' r �` ! 2` f �F�C�N � \ t c t � �.iG ( f+ ; E i'Q�//o '* 'z t � � C t � 1 � � I � ` ` � .� �i� �' Z+76.�8 � ' i t � �i � r � �� � X r t �n \ � 1 � � c •c' � t� �. � t �•' r t '' � { r \� / /J ` • - '- _._ \ � � i ( ' � � � � /`- K~ ' �a �/� ` � i^� n .. � y '` r.t a 1 ` ` ` 1` r! � \ - J / / /` ' ' �� � �6 �4 ISSUE FO O� - - '�2433L' ; , � � _ : r f ' . . _ > > � _ _ _ A PART OF LOT j � �� ".� _„_ � � G � � i i ( �! � � � � x j t� S � e� ��8 rb �/C ��� 1 � \\ .��' '� �, � �, . r , s `' i 6 �i 4 1� � t �, * { ' ` / \ / (" ��O --' ` ~- .•\ � \ � � l i I�! � I � � ! 2t63.94� s 5 d i '� t z `� '�FC �1 � - \\ 89078 ` 5 r�` i` ,4r � �' � '_ , 1 �' l < � �' �t �~ � + , i � , � ,2.0� °�,� , � ti�F _. � � . �= < < , , g � �.� (BLOCK 5-A) \ `' � INLET 1-D&L I-3525 F & G \� 1 �' i j i ` � � �I � �' � f ' � ` �, ° '}< � ` 1 t � ,r �e ,� NT __ � - `8191 9 r ,+' r � •� i rtTRANSIT1Q�r FROtuI v`6" FLUSfIG` < 't " r' � ' �, � t8� � `� \ 1 �� � STA 2+90.53, 40.28L /` PROPOSED 12" HDPE .� �` � �� � � j ! ; � � � I � �. '� ' ` t ' �, .- � ' � 8183 85 � - � 8191 52 � ' ` t , � ' . . 'r �� � � I i � ; i I � .< 1 C r t s � � Y. � f �} � ' 3` � � ` � � CONCRETE BAND �FO 6 � x � � � STORM SEWER 1 ,� `�, i � � � i � E i � . < oj� �: + .� , � b�� .� . � PRO. STRUCT. RETAINING � EOP ELEVATION = 86.40 / � �� � ! � , � �, , . � � . 7+00.26 � , �. CONCRETE CklRB OVER�B. ��_` , ' `� � " � �� � _ 49.9 � 2.819� � � � > �� ��.OR - � ;.� , 2 "} � t � � 12' INV OUT = 83.40 / � � ` J� �� � �+��3$ � � j � � {c.' �+ � t 6 <. � \ � 23 32 � �� , � , ' �` ��' � ,� � \ I � __ WALL. SEE ARCH./STRUCT. � SUMP ELEV_ = 81.90 � \ INV IN = 83.40 �� 20�6`�Sl� , I � � I i � P �2$000� ,° �� •�< t�-' rONr+� ' 4 ' , ` \ \ . � t ' `�' =' 1 �r , , ��,�, `� ". tK + 5 �• s Y x.. t � � �° � \ INV OUT = 8200 � � '`�i � ; � � " 3 , . - ,; ` ;L � � • p �" { � r = , \ r ` 5 , ,,. < t' L i e � � ` f� r Y j � <:� �` �' , �� 1 FOR WALL SPOT ELEVATIONS. � 1;2 QL �� � � ' < i r r ° t � � ,,,` � � '� i ' { � � � � L s r , �� • �'�N � ,1�, ,� ��. , �� 1 `��° � � �, x � , , ,. ,.: , �., { �< . 1 � 1 � � � �� ! / � � ! I i � I � 1 '' ` , �' , r `= t . , �, • {' 6"�CONCRETE,��AND < ~' ' ,� ' , , `� ,� ' � � � � � � � \ 2' FLUSH CONCRETE � � � � ` 8�88 s� ; � . .,�° �` `°`\• 8129 00�< , r '' t `', �---.�; � _ '` \� ��. f � , K , USN, WITH`CONCRE�E ; i x` ` ,� � T � , 'a.� ', t ° � I 1 � � � �` � BAND BORDERS PAVERS_ � �+50:0 E e �� � "�� ,i •• I '{ � � I � ,�c � PARIZING�ANC!`P�VER WALK � . � o � � � � E �o.h 7�.�i, � � � i ` ' '� Y. .r- ` `� ° •- .�� ` � `�```' � .c , s` < r sK� � , s 6"��ONC.s CURB`' � �'�c? � , � � � � INDICATES LIMITS OF UNDERGROUND STRUCTURE. � �, ; I i , � , a ,�{�� ' + �� , ,`-s-°- �= .,_.,, \ , _ = • �. � � �� ♦ ti� � � ? ; � ; � � � , �, '' _,` ,L; � a "j 8�91 5�`,� t+90 87� `� r�`,��� , � �, x WITH'Gx'� DRAINAGETSLQTS � ` I 1 � � ; �� � LIMITS OF SHORING TO BE DETERMINED ONCE FlNAL � � ; � � i ; �+ i d , � .s�s91� �4 ' �s �'" �. .{ '' � Y�� ` � 3 61R , : �. � •'a�, � sf�� so � � { � « ,f t �4 �� � mI � � SHORING PLANS ARE RECEIVED. CONTRACTOR 1 �� �t � i � ! � 3 i i � ` z+25�o � < < � ` f ' � �`fi�7�'Z3 �' ''� ` "_ �' � � ' ` � X, � � / � \� i 7 �g ` ' �' ' c ' _ ' � �r� '� � •26_41R t � � ,�' � . . '* ` I ' � � 1 � ♦ RESPONSIBLE FOR FENCING, TRAFFlC, AND � ; � ; I � � � � ; s , � �12at� $ �,, " ' � ' ` �8191.d7� ; �` � � ` ; � - � ` N� � /� \ ` <� �� PEDESTRIAN PROTECT10N OF EXCAVATiON. ����\( � I ( ; j � � ' , � � T `' '� ,'' �' , f, �+��.oR. � _ - ��•,` ,�,, ;�• , ; �- ' � ; ` � � ` � � ; I . 1 �1 \ I���� \ / � `, : � � � r �� � „ � j- � . � � � \ \ / ` � � /` (� � � � � � � t , � � . �q = �, � ` j i �G �' [ ,. � k J , � / � � I � � Z 1 i I � ,� CX r r' � � �.• ' ,�'a.' c �t � S + 8T�}.�9 8 I � 1 1 , �/ � `� � � � j � � � � ,� � � "R - �Q , O t K ' 4' ' q ,` , .� ,< 1f240Qt,, 89 � 1 �1 � I / �� �� � �l I � 8 8 i � 5• � ' . e _s' NC�2 TL -. \� »ti � � R� � s2 f. r , +�yt3r. ', r ��i \ ' � \ �� v ♦` ��� �� ' ` ��\ �v.�,� j ,.� � � E � E �� ` � `� DE BREta, ' �. , , stso 8 P ANTER� REA �� ��{ ,�, \+`?.-:. ��, .r..,;, `,�38 58R,� X•, ` � .� � `�'� ` 6� ,� I �� � 1 � ��� \ � / � � �� `v / �--� ��\ �i SI � � ! � I � 1 i +99.96 �` i {.i t �R.l~ �` � t � •,\\;, o . e� p��y � A � � • . / � I 1 '� � , ' �1 � �/ � / �� / � / ' .�, i� � I ' � � i s,, ,4 �, ( , " _ 8191.93 �r� k�, E, +�•, t a � t + T'' /ti ; I �� ,� - � � �,. � � �\ � j � I i j I � ! 6 < 4� � * , 8191 02 HIGIi POINT \ ; _ �° ;,�`''� � � a'` ,c � \ ' ` �� \ \ � / � '� I � ; � � � i � ' `8190.9 �<� .�` L`� 1+80 75 "1-+-65 87 � � ` ; , G K t` !'�` i �� ' � ` /�� / ` \ / t \ � � , E � � � i �` � � _ �� 3 oR 15.��4R- ° � ,� � � � , _ ° �(,� { / ; , I �` I � �� 11E PROPOSED CURB AND / � / � � � ; ; � j , �+,95:96 � .. r, \�. , < < � , � �'�, . � � � � GUTTER INTO EXISTING. ` � � � � I ; � I � � ; 72 oL � $� � � t • , � � INDICATES CIMITS'OF> ' � -. �` r'�� �- � �� MATCH EXISTING ELEVATION. ��� / I \�J � � s � � I � I * r ' 4 ��° � ' ' �` ���g ,` r �� ,� � �NDERGROUND STRuCTk1R� ' �' t , {-. ` . � ' I � 1� � ; ���� � � 1 1 � � � 1. t � :;. 't � � ' � , / � � k t o t, e I r �� / / EX. DRAINAGE PAN TO REMAIN. � � ; � , ; ; ; , � ' ���� � , s �� , d . . . • , � // ,_ . , �t 8J9 I � f� i PRO. 2.5 CURB AND GUTTER �� ( MATCH CONCRETE PAVER WAIK \ ,�� , ��90:83 I � � , , , ` � y� y� `• ,u : ,�s r , .�� � , '. , ; , � ' � � ,�� TYPE 2, SECTION IIB �/ `� , E ; � �:. + { ; � : -. 0 � � SAWCUT EXISTING ASPHALT � ♦ WITH ED6E OF DC_ PAN E �+�5 96 ; � � k , , ' � , �.� � , r � , � g�92�Q�.k• � //� }' '' ' � � � � ` � 20,07L� � i ! I '� �` < �. , ' ' 191_�i5� �t � 1 , < ' . 8191 8� �� � 7 < < �, HIGH POIN� z � -.� / I � TO ENSURE CLEAN CONEC110N. / \ � � y T fl � I � ce . a 1 r _ +. i, / ' / /� � � E i i ( � � 8�9� 26. � `i � t a.5.7 r ` � +� � r 4$ ° i " e� , �, �ta2 41 �1 �� �. `� \ �� � � `' t}80 75�' < < 3 OR °� + � �' � � 23 Oa� � .� / _ MINIMUM 1' PATCHBACK. / � � /� E i E ��{i S 1�OL ` ` < < x 3 � � , 14.96 � Z i � / �� .�- � I `� ; I � i 1 i ie V- t r � �s r`b G = E j � r .t � �/ �. ; E 1 ,� . 4 ' � t r� i �+� < ) � / \ � I 3 � � � t �_ � { , ��. � \ � / ''' // I j � E STING WALK.� MAINTAIN T� � � �/ 60RE CR B \ ' \\ � ! � < r .c �. r �,� _- `-�o- ' `' e , '* 4�C d � � i �� - > 1 / // `� � �� ais�� io� � , �- � : , � ac cs�r � l � I � t+ �;75 � r ` ` ' ' " �,;.�� � , ° t ;< ' `� ,� � � � I / / GUTTER FLOWLINE. REPLACE � , '� 8�90 50 � � \ � � \ � ' 20�� I � � , ',`<� I ��; ' ' � 1 4 ! Y , •` � �' � � I (Y �D OF WALK AS REQUIRED TO , ` o+oo o � �� � \ i � � i � }4'a c �• ; � 4 t °�� `> > r � G ` ��- � � � � � ,`� � � � x�` „• �9 A HIEVE AT GRADE CONNECT10N. � � �� L R� i I I ti � , � "' � Q�s '�.7� r r+ O� � \ <, I \\ \� ���3 � � ! � ! � ' �FROM�2.5'��RB�AIND ; � ,_t . �� 'c �,"4. , � ; r ��\ ` � � 'g� � � � � �l � � � ( ' � � , GUTTER T(� 3';F�`AN , � , .� �1. g,3'C,pN � �` ° � � � ` _'- --- -- i � o �`'� \ �� � �� 1� � � i � � 81�114d � `t�l „" :�, ` . d � C Rq' �, . '� \\ r 'n Q V' ` `` � ' ` � ` � - ,� , = H, �-t 8192 06 � 4, � � � S r � �� $,9, ,o � a t+67!.57 ' {, . - _ � r � �` � �` _ �`I �2i�4 � � � � ' t _�' � ' ` '' `� =` � (� r ' ` T a 3 OR1.23 TRANSITI�N.FLOWLINE � � O ��y� 0+25 0 � C] \ � \ E ! ' � � � i� � -� x � %% � � - � �� � � � j � I � � `' ` , ,' `_`; - �--�,-_ ' o OM 2.5' CXJ1tB,AND � � � � ,� � �3 \ � � �� � � ' i � � � � `' �, = r•, � %L; , ` � e;., ' '� ' GU TO 3' PAN � � � { ' � � d � � � I � � � � -� ; .� . ,: ,� s � , � � CI�RI,�S"TI4NI14 �IT `� �� � �;; � i � i � � � � � `� � t ���L � � � ; . �1 �,�2,4 �� �j a�s2 - , i i _ � ,� - 8191.35 ,, - \ � S 3 ( � ' ' � 'E ' �.` ' r �$192 k ,� �. � HIGH PO1N� � ,� �, . � � , � 0+50 0 � � � � / Il�4IL CONI�0�II.NIU�1,S' � � � 3i � ° � � ! � � � � � + K , �� � a � �f ,..�� < , �� ; �,.- � ± , < . - �- - , - , - \ �i ` i I � E � E i 6� L t ' 4 i t<'1+16_65 ,� �; F � � _,_. �/ � Vail Park & Garage \ `� '� ,� � � ! ; � � � � I � � � � �'; , , � ' , �' c t „ �` � `z j<x-1d , �° � � ° ,,� NEW CONC ETE PAVEM NTO.F � �� at Lots P-3 & J (BLOCK 2 LOT D) _ _ �� i ; � � I i � ' � �` � • ' 1 � � �� } � ,�. � s,s,_s5 / ' `\ r' � � � I � � � � � ' � � � � � � � , " °° � q ��3 � ' ; ° ` �y "' �� �� o s� 55 Y � ;� , +�5 o WV SAWCUT IXISIING ASPHALT � ' / / \ VAIL VILLAGE, FIRST FILING �� � � � s + � ! � � ! � ",; � ° i � � ° 8192��s< a 1 ��- _ � � � � W TO ENSURE CLEAN CONNECTION. � � ` ( 1 `\ �\ / /�-� .-.�.--_.��_____,r-` � �E� ! I = I � � � � � � i ' � 1�r16 65, r � r ` � e � a t z� � t � � i � ' ` ` J � � � .�.- '` - �. -L,� I ; 1 ' �� � � � � " � 1 � ; 17 OL , , °' 1 , s, � , 3 � `' 1 " - ��' INDICATES LIMITS OF PAVER WALK. � � � � � � ` � ` / �� "' �'I � � ' �`V € � � � � � � i � qt l 3 �!• t J <l � -_`•Y` , � ; / ` `� \��!f�" f� ,� \ �� � '��`1� ' � � � � � � � � � � ! � � I , � ! � ' �t � �. x � � � K' ��5 � ' , i '`,• 8191.89 SAWCUT DCISTING ASPHALT � � � ` , �� , � � � ! s i � � � � , ,, � � 819219 , _� r � � + TO ENSURE CLEAN CONNECTION. � / / ' �` \` � ' J `��\ J � \E i � � � 3 3 � ` i 3 ! � �� + a. •r �, � ,ju'� r C. c , �, 12.0�`� � i� � � ` " �� ` � � \� � � � �;� � �8#9¢65Ef � � � 3 �+ � i � � ; i � , „ ; ; V , � - ' LOTS P 3 & J � �` 1 � � '�°'y`I � j � � � � 3-�- � �s`--l- �, �! j '{{I � i �� � �3! � �� � �� ��\ I ��':�:-i�:;`.. ` \ � � � � ��' � 3 � ! � �� ..-i �i S I � � � / ,� / \ :<r, ..._ � � � � �� I ! � � � � I � � � � � � ''� � � :':�':.'F.y�:�. �� �,'•��:�.i�:i�. � � �� � _ ` ♦ � ... �I� � ' � I � '+ ��92.b3 E r � � E I I � ' / l - � EX. DRAINAGE PAN TO REMAIN. ` � �.,� -, �� �� i � � � � � o+ �.55� � � � � E � � ' _ `� � ��� � � � , "" (� ~ � � � GRADING PLAN � � MATCH CONCRETE PAVER WALK -1 �i 2�• 9 � � _ � YNTH EDGE OF EX. PAN ��.�-._- -_._ ._ -'-��-�-��i _ � ��, � � � � � �, � � � � � I '� �p kEGISTF / - _ _._.. _ � _- - - - =� __ / I Q, ...... � \ / I - - - - - - - � I� � o� '�•7��y.FO . . 1 � ` / � _ _ %� I i� � �:e-'� <<: - to o s �o zo 40 � _ _ ,--' � ' ? Z? � , � _ _ __ _ _ _ _ _ _ _ - �� ' - _ - _ : ► ' �� C1 �3 � _J I --__ }� I � i • . �, � � - � I \ ' � �_ I r' •\�� � i �.n. • •�o \ I - , �...► , � c n�r ��.-r ) ► '-----L___ �-- _ _ _ � � � ► s�o►�a�-`` ____ � � � � � '�� i inch = !0 i� I ---___ St:AL.E: 1" = 10' ' . I I � I � PEAK LAI�CONSULTANTS,INC. PEAK CML ENC�IN�RWQ INC. � 970-478i-8844 FAX�7o-47a-8818 1000 LIOPf8 RDCiE LOOP VA�CO 81857 � � � . � � � � � � � �� � 8190 g�gp �<�.. �"�::.::=� �;� ..C'� ,::: � ,>: ;>:�'' ;:"�€ <;�, ;> INLET 1 - D&L I-3525 4�� ,� ``� � , ` �N FRAME AND GRATE c�,;�:� O STA 2+90.53, 40.28L ';�:::::::> EOA ELEVATION = 86.40 12" INV OUT = 83.40 h. �?�.::`';;� ►-� SUMP ELEV. = 81.9� INLET 2 - TYPE 13 VALLEY G TE � `'�:� � � "� STA 3+12.70. 0.50R \ EOA ELEVAl10N = 85.00 REPLAC EXISTING STORM MANHOLE � � \ �12' INV IN = 82.00 TH NEW 6' DIA. MANHOLE �-- 12" INV OUT = 81.90 �x. KIM = 817S.Z SUMP EIEV. = 80.40 E . 12' INV IN (S) = 8172.8 � 8185 E .--1$"INYJ-N--�E�°$1-fC, 8185 � � EXISTING GRADE PRO. 18' INV IN (W) = 8172.65 � � ABOVE STORM EWER PROP SED AMCOR 1500 SAND-OIL PRO. 18'� INV IN (SW) = 8171.25 F-� I TERCEPTOR OR EQUIVALENT. IX. 18" INV OUT (N) = 8166.1 �� � RIM ELEVATION = 78.50 18° INV IN (W) = 73.00 � 18" INV OUT (E) = 72.90 � \ PROPOSED GRADE PROPOSED 4' STORM ANHOLE � ABOVE STOR SEWER STA 5+11.9�, 17_62L \ RIM ELEVATI N =78.6 , \ _ 8' INV IN (S) = 74.67 PROPOSED 12' HDPE 12' IN IN (W) = 73.25 PROPOSED 4' STORM MANHOLE 49.9' � 2.81� 18" INV OUT = 73.15 REPLACE EXISTING STORM MANHOLE STA 5+11.98. 17.62L INV IN = 83.40 SUMP ELEV. = 71_65 WITH NEW 6' Dla MANHOLE RIM ELEVATION =78.6 INV OUT = 82.00 \ INLET 5 - DdcL I- 525 EX. RIM = 8178.2 8" INV IN (S) = 74.67 INLET 3 - D&L I- 525 INLET 4 - D&L I-+ 525 FRAME AND GRATE EX. 1Y INV IN (S) = 8172.8 12° (N IN (W) = 73.25 FRAME AND GRATE FRAME AND GRA STA 4+56.83, 0.00 EX. 18" INV IN (E) = 8166.9 tY INV OUT = 73_15 8180 S-rA--3�7�-Q�--2 4L S�A-4+0�76,-40 EOA ELEVATION = 8.00 PRO. 18" INV W L) = 8172.65 SUMP ELEV. = 71.65 8180 8180 8180 8180 8180 EOA ELEVATION = �78.00 EOA EIEVATION = 77.60 12" INV IN = 73.9 PRO. 18' INV IN (SW) = 8171.25 O�PNER/DEVELOPER 12" INV IN = 75.0 p� 1 2' I N V I N = 7 4.5 12" INV OUT = 73.$0 EX. t 8� INV OUT (N) = 81 6 6.1 ii � T SUMP ELEV. = 72 0E X I S T I N G G R A D E 12" INV OUT = 74�90 12" INV OUT = 74 40 EXISTING GRADE ABOVE STORM SEWER VAIL RES ORTS _5' N. SUMP ELEV_ = 73.�0 SUMP ELEV. = 72. 0 i --- OVER � - � -- - - -� �ABOVE STORM SE R - - - -_ _ � � _ _ _ - _ - __ _ _ _ _ _ - - DEVELOPMENT �- - � � COMPANY PROPOSED 12" HDPE � 69.40 � 9.94� PROPOSED GRADE PROPOSED GRADE AVON, COLORADO INV IN = 81.90 ABOVE STORM SE R ABOVE STORM SEWER INV OUT = 75.00 ABCHITSCT OF RSCORD EXISTING 6° CIP WATERLINE (APPROX.) PROPOSED 8" HDPE 42�40 ABANDONED DURING ERWSD HANSON RANCH STORM FROM ENCH DRAINS 2003) WATE LINE REPLACEMENT (SUMMER INV N (S) = 74.67 ARCH ITECTU R E 8175 - - Denver. Cobrodo 12" WATERLI E (APPROX.) INSTALLED DURING 8t 75 815 PROPOSED 18" HDPE OM $�75 8175 - 8175 GARAGE SUMP PUMP ERWSD HAN ON RANCH ROAD WATERLINE 62.70' � 2.0� STRUCTITRAL HNGINEER - REPLACEMEN7 (SUMMER 2003). EX. 12° INV IN S INV IN = 7250 PROPOSED 8" HDPE �axsos ac x�t� $xcn,rESxs, txc � � - 8172 8 INV OUT = 71.25 EX 12° INV IN (S) 8172.8 STORM FROM TRENCH DRAINS svoN, cor.oxeno ~ 33.01' � 1_0� II INV IN = 75.00 �' �G�� ABS CONSULTANTS. INC INV OUT = 74.67 n�vBx. cor.oxsno . PROPOSED 12" HDPE �� PROPO EQ 18" HDPE FROM PROPOSED 12' HOPE ' 42•2� � �•0� PROPOSEO 12" HDPE P'ROPOSED 12" HDPE GARAG SUMP PUMP INV IN (W) = 73.25 ���'E ���T INV IN = 74 90 50.1' � 1.0% � 9' p �.p� INV IN SW) = 71.25 PROPOSED 18" HDP D����p INV OUT = 74.50 INV IN = 74.40 � INV IN (W) = 72.65 �c N = 3.80 SHSRRY DOR11eBn INV OUT = 73.90 Ii II�1V OUT = 73.25 n v11�., CoLORADo i EXISTING 6" CIP WATERLINE (APPROX.) PROPOSED 18' HDPE ii n EXISTING 6" CIP WATERLINE APPROX_)�� C]VIL SNGINBER dc SURVSYOR CONTRACTOR T VERIFY HORIZONTAL AND 12.65� � 1.199e U � CONTRACTOR TO VERIFY HORIZO TAL AND PEAK IAND CONSIILTANIS. INC. VERTICAL LOCATIOt� PRIOR TO CONSTRUCITON INV IN = 73.15 VERTICAL LOCAl10N PRIOR TO CON TRUCITON �'�" ���� INV OUT = 73.0 PROPOSED 18" HDPE 12.65' � 1.19� 1 8170 8170 8170 81�� INV IN = 73.15 81�� INV OUT = 73.00 EXISTING 6" CIP WATERLINES (APP X ) EXISTING 18" PVC PROJECT N0: 20693.03 CONTRACTOR TO VERIFY HORIZONTAL ND ISSUE ISSUE ISSUE EX. 18" INV IN E 64 7' � 2.75� ( ) = 8166 9 VERTICAL LOCATION PRIOR TO CONSTRUC TON NO_ DATE DESCRIPTION i EX. 18° INV IN (E) = 8166_9 i I EX INV IN (S) = 81 6.1 EX INV QUT (N) = 164.32 01 1.06.04 ISSUE FOR CONSTR_ PROPOSED 18� HDPE � � I 25_77' � 1.0� �� � �� � INV IN 72.90 v � INV OUT 72.65 EXI TING 15' SANITARY SEWER MAIN , EXISTING 18" PVC ` IN ERT ELEVATION=63.03 (APPROX_) 64.7' � 2 75� CONTRA TOR TO VERIFY HORIZONTAL AND-I ` EX INV IN (S) = 8166.1 ' I VERTICAL L CAT10N PRIOR TO CONSTRUCITON 8165 EX INV aUT (N) = 8164 32 IJ 8165 8165 � 8165 8165 8165 SCALE. EXISTING 15° S NITARY SEWER MAIN INVERT ELEVAT ON=62 24 (APPROX.) .�o��oNTA�. 1 �' -ZOf �� CONTRACTOR TO VE IFY HORIZONTAL AND i i VERIICAL LOCATION PRI R TO CONSTRUCITON EXISTING 15° SANITARY SE R MAIN i i INVERT ELEVATION=62.02 (A-P!PROX) �� ii CONTRACTOR TO VERIFY HORIZONT' L AND VERTICAL 1 f f -�� '1 VERTICAL LOCATION PRIOR TO CONS UCITON i i ii u ,� ii ii ii ii u DATUM ELEV DATUM ELEI� DATUM ELEY 8160.00 8160.00 8160.00 � t� � M c� O c0 N M �O � ' � ' � ' � ' � ' ^ 0^0 - � ( pp - Op . ao ao ao ao� ap �' ^ ^ � I �^ I 1 � � � � �� 1+00 2+00 3+00 4+00 4+50 5+00 6+00 7+00 7+50 � STORM SEWER 1 STORM SEWER 2 STORM SEWER 3 6pRtCRE� D=IrB�, � � � �� � .t�� Q� � ° Qn a � 4�D°o � � ��1 Vail Park & Garage at Lots P-3 & d ; - LOTS P-3 & J STORM SEWER � PRD�i ILE _ ��p kEG/sl ,...... F co�,��;•��' TA/�,p�<°PFa � � C104 . . y � 3�277 �e : .o• �� _ O • .. ��1� SC:r�I.E: 1" = 20' � � l� --- � � � �+t ! / � � � ��/ I � � �/ PEAK LAND CONSULTANTS, INC. � � 6v�' PEAK CML ENGIN�iINQ INC. 1000 LJ01�8 FlD(3E LOOP VAL CO 81657 �, � _ I 970-476-86A4 FAX 97�47E-8316 1 � f � � ; I � ��� � � �� E- - ,� ���'`' � T � �� 1 � LOTS 1-13 _ f J ti (RESUBDIVISION OF BLOCK 5 AND A PART OF ' � ?y� GORE CREEK DRIVE-VAIL VILLAGE. FlRST FILING) 4 r � / '� � � � \ \ ' � � (�+�„�� j TRACT B i � i`Cqs I ' PROPOSEO 4" SAN. SEWER SERVICE I (VAIL VILLAGE, FIRST FILING� � � c� 25.2 � 37.7� LOTS 14-18 � \� PRO. STORM SEWER � � � ,,� � �� EXISTING WATER MAIN I SEWER MAIN ELEVATION AT I �,/ (BLOCK 5) W c� EXISTING SAN. SEWER MAIN ' STUBOUTCELEVATION = 8171.5 I ` � � � � \�� � � � � � I � �� � o L_ 'Z 11'�—� � � c�� � � ��1' �� � � ° — � I r � � � a I / 1 I ���� l � GAS " I , , _. 1 r� / '� / � - � � �N _ � � � � I � �� �;. � ` ` � � f�..3. �, `c��C,�,s ` `� ° _ o `�� � 3► � � �::�. °� i � �— SAN � EX. SEWER MANHOLE 0300 G r c�_ C� S.¢� � � o � � � / RIM ELEV. = 8177.9' � '"�„�„�, '_ _ 1 .<>.' ,.C'7 � � G,�+ �'.st11r �� �o — �� � � 3 15' (E) INV. W = 8163.6' �:::::::;<:; "' ` :<:;:" � _ �.`� _ p c ts� Y J � � w � s � W C � ,.' � �.. 15 (W) INV. OUT - 8163.5 � � �:<�,.<;;`<:, A.s� cs .�N _ , �. � I f�' �:�:, :.;::::::.. c o ,F� � � �:::��. , � � � s � _ �� ` � � o � � � � r,. I � � � "� . � — t .- � G 1,-� r, ,5.� � � d � � .� �-' � � � � � r ',-'.-'- � � / ..�"' o � � � � � .� r S s#, � i � �4 . ```�..`:,':;;`<;.'':;.<>::°'``:, � � � � � ' .'����f'%'�"�y�"��':r' N o � i / r � � � �� — _ _ _ �".r'..;;'F '�-!�',;;ryi:l ,;;f' ,. -�r . . ����N'�;�.,, — �_ I � G �� �� O `r" �� � � s ' .,,,,,,,r; � `„/�,, � '� �,; � � \ _ � — i i r� ;:.: ,.; ,..:�. �_ . � _ �, �_ �. ` — — � ,.!%; Y:''`•J,� �'r'�r - ;'�—�- +�N-.:�� . ° �. O. // � �:..,v�� �;� — - �+'' �`�+� �,�`./, ,� S �'. . GE►5 / / � , r� �'3' � � � _ � '.%�'��' ,,n '�', r! � y��^''�'�.'��''!,."'�,,,��� f� ..: . . .�� ��' .. . ��'�^�..,,.�.-,_ � /� � ��� r � _ .: ' '.- : � ` � � �' � , ,. , ` 1 ��� - .I',f�.�,/'�+�'� �,/�.�!`r ��,.���. " .. ,. . l _ ,, yj � , .�, ' e /�y f�j'. �F rfr. �������`"'' '��� '"e �i�`�r' , . �""v„^�-.-�. _ _ /� // � � ��� � ✓"'%'�.+"'/�.���' f �"� / /� r � _ t\ �t c�ur�a uetiuni� nzar► _`� -�;C�,rl 1 ° r _ F� �`� � ::-1�,.�='�� � ;''f , S � ri` C} � �.. oA5 ,� � � d' , RIM ELEV. 8177.7 , `� i,. ,,�=xfl , ``` ... ....,,,.,.rf/�� ,� � i , , �/� t� 15" (E) INV. IN = 8158.9' � � / � � �'f'` ,,�� �1V'�� �A$/ �' d � � 's � .r � / � � f•• � r ��.�,`.� ,e�., �� � / ��� l � 12' (S) INV. IN = 8159.5' �� r�: .7� ` ;;�•{1 •. / ��� � � - ".,<: a_4 ;� '`�/,�lY,�p-''': ;r�f ,S;itt, � /�� �� c� � LOT 1 �8� �W� �N V �U T = 8�rJ8.8� `�'� r:a =�i / ��` �` `?r ,i . � r� rt''�� ^f��'f 'f.�7"��i �t�j"� �,M ' �// /i ` 1 (BLOCK 5-A) � / �X� / "'` �. � „� Y'i,, ' ^c� ;4 . ` ' ��;,.�` � �'' / G� �� � � � � �/ � } i (�� ,�� �r = �'� � , -�.;'''tr s;�" 'f R :�, vw : A►'A. "� ": .. -- ��� Cr� �j.ta ' 'R,%��1l' �� ��k p`�`c `� � ` �` r( •ti�. r; ��� ,t , •.;, -..�,,,,. �t� � �r „_Ij"- � � � � � MILL R K � Wt� r" � � i" qy. __ �f',,- ^'`��`� \' '\ g '��� � �, r`�<��_ .lr'�; '`�r, � C�/ � � �/' C EE � c _ . �\R ``' COURT �I\� :r' '� • �` / �,Q _ , S•'' ;°, ;Y �\� � ... . �� ,�. � � \ � � FlNISHED FLOOR ���?� �� ;�,'", � � � � 4"' �+'��•`t• 'x£ `����� � d � \ \ � �v - sisa o' �i� 4� .� r ,°* Q .�t� . , ,.. ;j,� s .�_��` �'" � o � ` `— �fij �,/..� ` � 1 �j I� � � .,R � t � �,t � r � �.S ��, ` � p l.Lr.�"i J�+I / � 1 ��r" � < , � ,. � { r .^M1"` �^,6, ' 't`'� t e '1���d��,��� �� O � � ��'.- '4ri} !` O � ' .�.i� '. `r'�^, k. n a �: � �` / \'I` l� ,� !rn � "� OO _-- / _�`at�'.. �``. ^ ''7' jK� y +�� f-�±vr�i���� \ O ! W � t f„' 6e1� "y �' ' ��'n ;-�''� �^,,t, � ; ". y � �� a+ .' I O ` ,�, �J �� � ;--`� � �x�. ��, � g,� -__ ''-�' '' �'�'```' '� a,' �,� ~ ` ��` ' . . ° EXISTING WATER VALVE ��1 � � � �ij � �� } �� l:�j` l" L/ (BLOCKP53 }"•'/ ;�A` � � _° •`� .'': � �' � `;` �•`'< . . f ~ � ° TO BE ADJUSTED TO �� � � ` \ / '� j' 11 ; '` �:t. < y �i.�r 1..i„`', na .�, 3��;` ;'t �' � / � ,;� ,� `� / 4" +�a• • , �4 ,��,;�4 5`°,`;; �• \ � FlNISHED GRADE �� � I i rnncr c / � � f,�� ��'�,�, �; _ i», _,��o- ��. . ,w f�° ;•`Y �_:'-t� ���q •�3 ` Y EXISTING HYDR�NL�� � � (BLOCK 5—i�) �� ,,�` ,�,^ �t- �,v, � , � ,, � �� TO REMAI,f I. ! � � / . . � `r y �., " ' °< , . �:� 't. I � � , , ,� � � / � Q �+�- <� +� .4 : ^ 3' �;�•�n. t� 5� :{.��" \ � �/ � a / ��� /` , _ • _ , ` :. � .� Y'` , . �` ` �, \ �r ,� � � � ' ��' x • ,'J�` ,Y ' . rF.�,`,;' °,,6 �s,i �, Y ; A� I .. \ � O�PNER/DEVELOPER W � /�� - - '� � �� : - �;�'� " �s,�� � ; ,�+ - - ,,, ,: , ' a� 'r'� � � t} ` _�.,�„ Q 5 `� �r :'S'� .,' � ` t \ V� _ {- �_ � ' - -�' - { __ ,���. r�a .� �y �t��+ ,i ;r~ �c S !. ~ J k t� I ` \ FINISHED FLOOR �1� � _ 'r� -__ _ - o `� �,, �,,4 '` .�-f�ART OP Lfl�. j~ �`a '*�' t .�y I\U, ` VAIL � � �{ i , , r ;.,4-��� � RESORTS � \ ELEV = 8188.0' !� �� !r ` _ - '�v _ ; " - , ' � r„", ` - L �1' ' ;,,etl`� r, _ . .�, 'C�lO�.K,`�5�A�`. Yf , ',t � I "� �� � � � �;' ��3�` ���` §:� � , } - , J . , , , �, . , , , ��� . _ . , , � �oT K DEVEL `� TOWN OF VAIL VIEWPOINT VP-5 � // � SA - -;��._ ATt = ` ,�� ` �N,.,�"'~v / �',a•' k'' ��� n' { �, a "�� f=`�.'. _�' ��T^��,` \ �f� \ ` (BLOCK 5—A) OPMENT t-, � � � / v�A � "4'� 4 -~,i` _. \P ,. f ,'e i +, s%.... .�"• . . �l` }� : .� '« , W MEASURED ELEV =8185 6 �.� � ' '� - � � -` � _ �_ �,� r , .,r„ r „ . " •°"�`� �,� �r'1�� ,`� u � �� � C OMPANY I S - � ��, - - :y .� 4 s•• r �v{ ` - � ,. ,r,[ K r,� �,.; / i`+�. _ \ s'.�e ' t � • �, ` "tr+� za S$. • . ''a / x� 7 t4 ;a J 1' h° a't� � ° ~'�` /+ T D•T � \ � � ' ���r_ � ,-_ �, �� a • `7��A`a f e 5 i�q �� r � ij� ``�; 1 f I E.t � AVON� LrOL�S�tliJo - c� � � �t� ._._— C _ '; ;• � _��4_ -_-,- --- _ .1.� � �, ' , ~, t �, � '$` > s=• ht �.,� r,` I "" � � '� ` ,�� � $ , = x 9� ;Y �• � x,.•';� ' � � �� . '"-.�r�', ;�' :`y r�4� ', �. LL. ,�4.^ .. ��� � � ` YILLA lr.4LfirALLA � 'I � � � y L ��Y �� , , : `° \ �` .7`�rw .� ., , '�� ``'' � f; \ � a / �/ �� _ _,i,�__ -�'` , � __" �,�.F � eRyj �� \ < - .r <,�., ., ;, �''i '�°',,;;y'�;3'_ " •` •% . � � \ \ � CO/t�I1Dt1lINIUrIlS � ARCHITBCT OF RSCORD � :a.. , � "'A ':�� - -_ , !�► � � '"t' St� eC. �\ �\ z' .'«;. i, r :.t `�� +�° ...� `F �adS '� / � � � ��` ` I 1 .� �rt r ��5� � 4 ��� '�� 3 �T, '� � ��{��� �� A � _ _ � < <.- _ - �5 �� F �ae �'V � - � � � h'd i `�,.�•.� Y4 .. r R+. .� .`t't" ,`+, `a .r a � I t� � ` 42 40 ., ,` \\ *"" � � ��►y` �`��j `� _ .—. v� �'`�" _ '� } ~ �� � ` `r �} \� c' . ..�'� � ; ,r + � . � m,�I���f ` , .� �/'��' �"' \ `� ` I \ Y'" � � � �9` ~ .,1,' � a f, .Rs t •1 x y r�,'�', �' \ . • ,� t�" E�, s_ ' ,3' ,4`, k .. :.+X i > � L��1 V � -- �``�`. � ,j���ti �I r ,x t�Jµ' • � \ 4*K 1• e 3 y_ ,�4'.e,t`d. .�1 � � Yt� � _- J � �1 � � 7 �ti ��� \ � � �� °�!�� � 3 �{ , _� .:�,, �. - _ , � � �rf4 � .�� . �� � 4 , � �,��} ���� —� � A PART OF LOT j � � AR C H ITECTU R E , C!�\ ,r1 r � / �/ / t � � '��'.�rv''- g��- \ .�� I�3� , ,3� i „ ,a• �,``, " � , � � � •° , .. �,. ;�' � �` :�`� µ�k° ` «'r, .f -r, � Y (BLOCK 5-A) `� � � � c�' � / / �1 '�� j'S /` ��+�'t� �`i I �� ���;�� �1 'i ; ��.. ` d.�; � � t l � • � �� �,,', `r : ' � ,k ` � ' �i Denve, Cobrado _ � � ti-�"� G � 'J3a#� �1 �� �l � ��� •�r'. ' , . � . �\� \ 'r`'• .�i i`„ : �`�, .r, ` ,�i'z,, s 1 sl� \ '1 IJ�(/1 / � / '1.�`d � � � 1 � �j � c F .• � 4 Y i 9`'�,. S 1 / // � �b� 1 ,, �, �,._ � � � , . = r � � ` . " .., ,�''< rat . . � � �� / \ 1 ` �/w S ` � `�\ � \ !� i E��'�� Y' ` \'` {S '+F'` K, \ \\"� �•� ����4 F'� '�d��: 1 e�' , \ \ �/ 110NROSTROCTURAL BNGINEER i � � �i N �p �ps � ,� � ` — �s���i �, �` ; � ,. .``A,�_ r' <, , � _ � � �,` °f., Q s.},. - p , , y ,�r, « 4 1� J'>> 1 1 DCISTING SEWER SERVICE ABANDONED \ � � �� � $ evorrgnEr.r, srrcn�sxs n1c � � � 'SA / � � � / � I� ��������a �� '�`� r• `' '` ,� �:�„r . ' , . f. '°, �t ' ,�:.�R ,•� I ,�� � � DURING SUMMER OF 2003 AS PART OF / �� �� � coLO�wo � . � � �� � S 1 � � ��``y��� � ,� , � ,��,' ,�,� `L` � � _ 4` `-� �.° "`¢ z, , r.�,'�°`, �,,•< `r II �� 1 1 THE HANSON RANCH ROAD WATER � / � �� �� � a� �rcnasEas y ` {�� �Q/ �A �► / � ��, �t'� , s; .3� �;� `j�` ;,� �, •. .� , . ��: , 'r. ,�� �,. � REPLACEMENT PROJECT � � ,, � ees CONSULTANTS. II�rC � G� ����� � � i�'°,:� �, t ,�� � , �;,�, ,,t.�, ��.� �1 � � � — D�, �o��o ' �^. ; /� W�c'" /�/ \� /'�� �\ � ��'�3 j���1 I 5,` �`,' : +�,..,, _ _ �`€' r� ` _ " � ��,� � I i�\ 1 APPROXIMATE LOCATION OF i� � � i�/ � 5 �b� �/J / �/ `��� � �y'��� ��;f�+ ° •�,��,� '" , d ', P' • � ;, : • � ' " �- I .,��I� � REALIGNED SEWER SERVICE ��� /� /�%� / �E���T � / / /' \ i E ! _- `, — � , � � I �� ` ,��� �.q <; \ � _;, � I � i� / /i DENVSR, COLORADO ' � / � / \ \ � � UMITS OF UNDERGROUND STRUCTURE � / � � ���s "4 '�",� �A, " � ' .�., �� � � � i ` / ��, E �� ��'�:� ,k •� � -rr�"� 1 \ � � � — �— v � �a'� ��(,��� r` \ / ABANDONED WATER LINE RELOCATED / �(�� �����c����i � F, ,� 1��� "':�-�** .\'.�`:..° �,i �``t4 {;,/ 't I � '/ I ' � � i��/ / / �% �/ 12� � � a�.. Cor�,oR�sn`�o , ;� -�� / / � J / / \ ,� � TQ NEW 12 LOCATION DURING � �"I\ \��' ; ; Y,� q,,� � � ,i. E' �' ,�" i� •�' ; � ��� 1 � � ,,,� ,, � � , ; % , � �i � �/ � i SUMMER OF 2003 AS PART OF THE � II� ���' � �9��: - ;� t a t ^ � �'�";��� '��,�;'.,+ �, 1 I�, I J � �� �� � � � � � %/ PEAB LAND CONSULTANTS n�c. HASON RANCH ROAD WATER LINE � .�_ ' j� \ ' 4 ` ` a , �'�b `\�( � /���� / � � � CIVIL BNGiNBER & SURVBYOR \ � 'C � `:,`- �..: �: � E �!� e�` ; , :.r�'�_�, i.r �'r / � �' � 1 �,� REPLACEMENT PROJECT_ `' ' �..�� °„ `.`,, . .',�. , p '� J � ZW � � � �/ veu, coi.oRnno � f / S' ' � ' REMOVE ABANDONED UNE. �\ �� i` G+� ��� q�'' r QF� ;� ', ' ' _�' t-� '�4� �� � /� 1 � � � / � \ , \ � � � a5 dA h� �'� ,/ � � �..i � ��,,� ;� r �5 �`-='a-�: ��i , ;; � � �_- 1� / G r� ` LOCATION OF NEW 12" WATER �,--" \ \�' ;;; t!, '2 ���"�-;„¢ p'�,► ° ''"`, f. k' J ( � � � \ ��` � ` �j k � E � PROJECT N0: 20693.03 / UNE INSTALLED SUMMER OF 2003 �` \ '� ��I I�� � � �.� _ r� t �,� �i � � �. �ZW � � � � D4 ��S'� �A ` . - , �� '�`\ � a5 �A�' � � � _ i;� �} s- , : °:s���,' �'. `a`, � � — / 1� � . ��, `� � Q► <�� �` ,�i�'�" .`, ' `�` 5 -Y.� ,,<J ' � � � ���'� � ��% �NSO E D TEE DESCRIPTION 1 `� \ CrYRISTl�4NlA AT � '! s�' � ; rr ',;�'�?' � •, . ��� '4�, � ��� i t� \ 1 ��� . �`�%� . N'� � � �' j YAIL CONDOdfINIU�S \�'�;��c °��� � �` J _ �Z � � ' O 1 1.06_04 ISSUE FOR CONSTR. M � ` (BLOCK 2, LOT D) PROPOSED STANDPIPES �`�(;��;�s��+ t� ��'��",��'{ ° � x�.,'�`,` , wv � �� � � � /i � ��� (VAIL VILLAGE. FlRST FILJNG) RE: MECHANICAL �� � ��',�(I��'��� c � -'�_' `" � ` ` ` , < ;'` � � � �� � ��, , �.✓� ` ` � ��r'� j -� �``��� ����s�• , ��, fi .�� +` =, �r1I`AT 'p ,�A / �� / � _ I � � `� ��'��� � ��, : �- �, /� V � ` � �C � 1 � ' '\����'i�'�� • � ''` p � �� � S � / � �'�,� � It \\� €�'21� S ts i �� i , v .J' .�. i..� �4 Gv / �� ��?' �� _ ��CT H \ �� � j���i�����Il�;���(i���s���� €�;�=��1� � �_��� � � `� ,�� `�'�' w.� � � s� wa�R s�v�cE sruaour � �' �'�``'�-�--�_..._�.�`=�-'�'_���i',i��,��S�_�� � I I ' ` � / � � �, FOR P3&J PARKMG GARAGE PROJECT. � � �"�"`°"`�---'� —` `— — ; � I / � \ �, ` INSTALLED DURING SUMMER OF 2003 _ _ , __ _ ��,-�� � � � � I � HANSON RANCH ROAD WATER LINE — J �-"�—-_�����__� f� (fr�1 ;.¢, ` I � � � � i -� f REPLACEMENT PROJECT_ CONNECT WATER ' � ��� 1 \ SERVICE TO BUILDING PER MECHANICAL. � —�� I� �° � I � �\ � �-',' � � Z � 1 \ r.�� S' � �,1 �1��� '� 1 i � IlI,�S'T�4 B�4hTN � �"`� � ` C R STIANS I � I 1 I \ � �� ( (O DHBMOCK � 1 ' � TRACT E �� BUILIJING' � � � i� � 216 PAGE 702) � � i i (BLOCK 2) LOT E � �l � ?�� ���.s�,,. � � �`� L 0 T C, � � \ I RANCf�ROAD �' � ! BLOCK 2 / "I� I (BLOCK 2� ' � / � ` I ) ' � S ;� I� � � ' � � �LOT D-1 1 I LEGEND Wv coas cs az nsrrs"'`.�-� —E PROPOSED ELECTRIC LINE � EXISTING WATER VALVE _ L� � L� � � O st � Q� � — ELE �'LE— EXISTING ELECTRIC LINE EXISTING WATER MANHOLE G PROPOSED GAS LINE � EXISTING FIRE HYDRANT N ° Q L? G� Y GAS EXISTING GAS LINE � ��Q O EXISTING SAN_ SEWER MANHOLE � SAN EXISTING SAN. SEWER LINE � b� GV WAT EXISTING WATER LINE � EXISTING GAS VALVE �` PROPOSED PHONE LINE Vail Park & Garage P at Lots P-3 & J 12" WATER LINE INSTALLED AR EXISTING AIR RELEASE VALVE SUMMER OF 2003 � o �o so 4o so - S S PROPOSED 4° SAN. SEWER SERVICE SS SAN. SEWER SERVICE ( IN FEET ) - INSTALLED SUMMER OF 2003 1 inch = 20 f� LOTS P�tJ OG d DEEP UTILITY � PLAN �p REG/sT _ �P ....... F �\,4���' T Aq,Qy��Fo .� : C105 - : 37277 . A \ • i\\ /0 A��"�� S(:AI.E: 1" = 20' �� � r �� _ � PEAK LAI�CON3ULTANTS, INC. PEAK GVIL ENGIIJ�RING, INC. �70-d78-8644 FAX a70-476-8816 \ / 10D0 LIONS RDC�E LOOP VA�CO 81857 \ TRACT B ' � (VAIL VILLAGE, FIRST FILING� I ' / LOTS 14-18 � I EXISTiNG ELECTRIC FOR STREET LIGHTS � � (B�oCK 5) � c��c,� r PERBLANDSCAPE P NSET UGHTING INSTALLED I j ' r �G� � � L ^ ���, � �, GAS �c� � _ _ o a o `_ j I— � � _ ' ��'�J / I G�� . . \ � � 1 1 � I •��� � � I � _ 1 r� 1�� � � G�,s _ _ _ �` c _ - - _ _o � _ 1 I i--�� � � / / . A.s_ — _ o __ � G� � c _.- , —/ ,,� rT� '4S_cAS_ c� SAN ���� �� � �o� _ _o — � � �.�t — 1 � �� _ I CONNECT PROPOSED� y�" � �i �- C s�11+'�wv ` �°� o _ — -� ' 3" GAS SER VICE TO � �� � � � � � `,�, EXISTING MAIN. � � � � G.4S�_ � <� . � (�`��'r:,:. _o` ` �= EXISTING GAS I / GAS i �i , c�' { ,:. �i � '�� i�,. LINE ��-) � � S \ ` _ � �r `� /� � � ll,�,,,-,�.�,�r ' . A�C�.�� � ""� �— ` a o PRO. STORM SEWER � � �� /i l � I �,r J;r,�y`���,,•�',r''-f.r;�r!`,�..���. / � � . .. ..+�1{t� ��<i�•�� . . I / Ct�/ / t `' _ \\ \ � ,`�'f�'J�'f`+�` ","�" -�•/�,✓'�•�'y rf,� �f'f. ����r O ��� �. 0 � _ � — S//�/ // � � � \ �y ��� o GP / �� ' �� = — — -� r'`r"',, .r .'�s,,� f.a r,,f,, ��,J x �,. ��.� s -�.. / / � r �„� \ �— -� �i f� ' ./ f �,.� j . , ' / � � ' ' . _ ✓ � • a .— . _ _ —=__ — � .•. . � �,f".;^:'.�',,- .r�;r.��f;,,,� •. � —.,�. � . W r �L� t � � ,P`. ,�. � � „ .y' ,� . ,,�',r r.,' �"'"'^---... � _ . ,,� , � �rs � ._ � . .x'� . :, � � ,� . ''1`'..'' ��''s��s.•''/�.�'`.r�r'�yr.r,.r����`� " �Vp/�'"rr�r �� � . . . .-._. _ _ ._ ////� _ - . , . A —�� �J i : �.•������ • 4_,G �1� �� „�r�,r+�j �':. � Mf h [ ' . A� � � � � i � . .:.... _ ' � 1 � 1 r � �,',�r r � . ,-'-,. , � .: :::.. ,.�,,�•'' �.� / .^f � ��� , ; ,, � _ .,�, . / � " ' , I y y r� ` r ,r `� � . ....:.,. •''' /, �Q,, i'" /�` •'',r� r ' .. '' . *�� . . �T /// // v � / � �%i;,�t:,�� EXISnNG LIGHTPOST � �� 1 F ,;�z A,T^ / �� ` ,.r f�r,,f� � '�,��,� � �/ � " � ; 1 , . . ,. ,. r . ... ,. TO BE RELOCATED r���. , �` . � �'���� ,,,..,.; f' �./,'" ,�,,,'�.,� .., t G � ` ..,,. ,� f• �_ � � .>;;� � ,, 6 � � � :t� ,!�./r�,r'll'.'� ,,` •.r. S.¢�1t � � � r � 'r � .�~ / /� r . .'`.:y"%::�'%°:i�: �;� RE: LANDSCAPE t f 's � , ,.y,.� ,. �,,{ � � ��� � ,y ;r^ ,'Fy •/ � � 1 �J4 i / ,. 1"J . / M + J � �1 •A !' f S/ � 'i, V V .�"�','i:'%�;: .-a .� � °� . ,i11',� �� ..�,� '�--...; GA � '.�:::;:.:--=� /;, � �w �f,, r � / �,',['%"":':. I C� , ,'�� / \` � � ' r M Y�t `'. � tr . l�,. .� .�''�� ,f�` / :/ii.`�:i:,i>,a;:::%::.::.,. �. LOT I � j`,,f �� � 's" •� , ,-,a 4r �R �� �t::. ' .� � � _a ti ti°' =e � c- ./'�y \ 't T 't " / �1 -A ��a" K � � BLOC 5 � i �� ., i` . 5�::`::::::�3`�if::��� . � . e � / � \ � � � c�r .� d � //�� I.:::��":F:::':::,:''.?�i I ."', r�C� �� \ " t • ,(� ' , i+ ,f`r , � � , '�`,' , " "� '---�-. — ��� ; �^� f � •� — \ � � — / >:�_ �[ jj� � � �'• �-�..►... � y � � ' a: ,£. � `'1 . R �i�� C� \ A ,/` � .x, � , S �� r i� y�7J .,.. �.i _ 4' N�,�' � �"�.':':' -• — y '(� V h � { � � � .�� t� � �r �' I • \�\ . ,_ ! Y' t r rb e nf i�' - '. `�: 1 E Y � " � �� - •`� j `\ � � _ ��[ f 'V' � � � � i• :tlf%";::`:����.:.��������� y� � i / � O _ ` �\ � �� aJ'r•, 't/ y': ` " f > ` � � 1 \a� :...'; x] MILL CREEK ., / � � � •� <:.r�'. *� COURT �I/\/ �� � � � ` r`4 yi�°1` �x%' ���� -i -�.'�' '�`r� � : O ��r� FINISHEO FLOOR �///�s� �t ,,' ,'{�^`_• "p / QD t-,:' _ `#i E`" ����- .4� .��`tt��` � '�. � o 0 ` _ � ,;d Q s ./ � '� � _ _ � r� . h� "a• `jrA'.�1 e•} ' '•f �. e — � �::":;;». "�� � � �j ELEV. 81880� ������ + {�'" 'g $. G� \ _L/f l £ _ �� •1 t �+�j t•I '`_= r/ r! �{ 3' - e, `1` i++ , ...1--"� � '�- ;� O � �-�° '..�= t, .-�v. , 4,.�' `� PI�QPOSED 3° -4� � , / \ � �,,, �' . I " O _ / ,� ,;'r.�:`�� N. � °;%!� ,<i 3.,. �' \ a GAS SERVICE �1 � Qi �J \ I� ry Y*�5 / �8 =� �`P,, � '� ��':�.'�_., •..�`a `� 1 v} 'i, d, �\ � '/� \ � 3 �. . „ _ LOT P-3 ' S=/ "'.�h'°< °_,_�' ., ,p � . -�° _;� : '•'°< °,: � PROPOSED GAS METER �i � � � �,,, � 7.' �I' (B�OCK 5 A}k _ irt ,. .�'',.. `.��r{.�'�'�`':„`.`� ° '<� , \\ I LOCAT10N. RE: MECHy/ � I ' , � � " ��', l'tl ^ �+, n;• � AS�t�� :,h , • .�'; � - � � A � �� � 1 r J ' � ,� � i ; / �� ���' c LL ae'` � (Y'� . � F� ,it ~ r x, �`{'� °,�.tJ,'' y�, �\ • Y /'// \ � TRACT G � '`r"".%'. �� ` � % { '\ �°� �BLOCK 5-A� / / +k ,y� I �- Q '" `,k`� a., '#` `e 7:. „ .`�, k z+(�' . `: .* \ ��� ` I � � � /�� ' - , _ ` , e` ' Y * • " '� •' `," ��M+ �t•+ i�\•z t � � �' '�. }� ', ,ni i � '� r � '� '�. `� I ` � � � --, �� �-;�� , ;`/ ," z�. '' �4 ' • r��r'•��.:.�, a `r �=3°: ' •�.'� F� � � EX. ELECTRIC ` �� � ,j , ' .,4 ,4` �..,,..<.� .R�' ,.' .'�'3 �° LINE (TYP.) � � /``� - - �i`� �� '' '�it�- O 5a��'Y��•^+si '.c' `. 11,+y•sa '�y ,'4 + �t \ T/ -_ _ ; __ - `=,�" :� "� 'A PART JoF 4otY��„. '�'�., �-��41 4 � EX_ ELEC. � � R �(i��j - __ -� _ , _ �- ?. rar „�'�, K ���IO,CK 5�'�� „��t y ' �� '� � /i�. TRANSFORMER � LOT K FINISHED FL00 t - _ - � . ' %a n s , ' r ° +�r K � ' #� �BLOCK 5-A� � QE�/ _ $�880� � �Ye . , „ -_ ; ; ,..„r , r` ' � ` _ V-� L 4 /r,r 1"Y gF Ai� yr 4� � ,.t T+ •" _�� +� 4.'t,e�9 ` t�t i ���� \ \ � � � � ', SA _ - ' l;i�-'j1�AT�Y - _ _ � �y`- �"''' � ; F �� a� , ,, ,; r \ ��ti 'f-_ _ -- _ ` , '' .f'; � =� r ' �` `� , " . ' � ' �� � � , TOWN OF VAIL VIEWPOINT (VP-5� ` / / / ��A -_ - �- ,_ _ -;r``:� �4�''' 3 •s -i+.rr'•'r•`x M`�'�` � "�° •s i {��. R'�14?+ , \ _"�� ! EX. ZO� U�UN \ �-=, MEASURED EIEV a8185 6 / ���'� � .�j,,�• II� �,.� � "_ � ,•`-� ,� � " ` - 1 e� , t�x! . �" `, ��M~ �: ..�t,.' '� w:�` I /��� � EASEMENT � / ( % _ M\ M1; \ "•�+. . ,<�,_; " t��.a,� , 4 �" 4,' ' ti +'t` ";sk t i � � / �► � ,y - .`, � t ,; z �''� ,� 'r �>� �'. �s � �, � � �ti � , "� � � G , __ _ �;�,` " ' __'�``- � • *_ < � ��' ` . � � d °° \���,.,II � � YILLA YALffALLfl � � 1 � r u� \ �� � • ~ �y t q'y , Ti t • � F I , "�,. �.`b� ."� n s� 1'a at � t ; ..� • � � �''� ` � ^�i!t� S = - 3- _ ='G�,S. _ - "f>' ;� .<' • • .s,s . � \ � °���.� �. ��° . x> > .� <-.`" '��:`. , ,t;,��z� � CONl10�INIU6IS � � �,.�{ �\ -,t/ � �t �e � '` ��t r`` , a'� _�(- \� \� �+ �`♦�(i .2R1 jt , �' {�. ` •i". �'�V ' � ' \ \\� � /` \ t."4 � •M n� - -_ _ t t vi " \^ t j ', • �K . _S \ ' �_ * � . c y t�' n�S i t' ` .e6 I t-� / �'y " �_ f 4 r#• wI ' � � � ./}�' - ~ \ ^ '� G` M1� .� � • h ,c� c'�`� * '` ..1 v 'f�// \ \ ` ` �-+ �i1 // � �{ —— � ;, x _ " _ .�� `.� } • 'f r • �„ _ � \ r KS� �� i� . � Y a~^ I i * {✓ 3t r5't��"•' � .., e'f'w. s'F Y it 4i t Y�'J�' ✓ ,� ��f �A 5 � 1 � � r �.�..`f ` �1 'r.� �h 7 wi� „f.�s h _ . \ � '.., � ��+.� � �.�i 'c �,'.4� •ai , `'yn •+ r � ` ` ` V � / / � �� �A �`✓ -- � "� `r- - ' � I( �� � �\� .� x '�,. ' p-� .� �'`. , \ � ' .�;;'�' - .�MERG�hICY;GENEF�A�'OR�LbC�T1QN• �. — � �� �� A PART OF LOT j �` � � '� 5 0 -� +_ � �A? ';� � (� � � � � `tY�~ . � �t ,,.� �, y (BLOCK 5-A) \I O�Y1�TER/DEVELOPER 'y"` /� , / / / � .�?� 1!/ ' \;i �I I '� ;E , ''' ,. '.,r _ " ���3 {t I� � � � �, Y, _. �� °;REx r.M�CFt,/f1E2CH. 't+ s.�' ~'�'r k i', a � ,� � � EX. ELECTRIC s��, .� � z s � yt ���`T��� �, �1 ; �� I� �� � -r. ,�, . # � �<. x � � . ;�y,� ., ._�� . ���. ��r :;. � ��' y 1 7�' LINE (TYP.) � VAIL RESORTS � V. Q'�i � / �.� �I�' GQ� //`� Y� '�/ f „�-"'x•\ \ \\,`� �� �� „�' t+. �♦ fR, _ �\ �' i `4 'T'4 � _- S� `,r`a t� , , t� »` I t� /� , ` � , �l�� � r� ��i' ; �� � ,` ���,j •.ry� s` r - �h��- � .�:{. ,t� � �;.. �< < s v s��` ',, °;� e ��� �,� i� � � � � PROPOSED ELECTRIC � DEVELOPMENT \ � / 'S/ $/ ` �t `��i�� � \� �i ' ' s; £ ;. '�•P} :� ,: '�- ` v � �� r., .3 ± ,. `_R; .,� �, 1� /�i� I ` SERVICE. / � � ` ` // P �� G� /1` �� ` /!I1` �' , i ! lf�a � ,`7�ti �°. . " • 'r �6 e�"ry'n •�• rr;Yi''�' � .��}�r�*." ' �{'� +,�'^a,i'r 1 ' '�,� 1 ` � � / / COMPANY \ � / �A / � ` � �` ���' i� ' .Y.>``�'^ ti� ,� �,,-, _-_ ��� . 4 �'� , ` r' ,<, � `, = } .�..° ' � I ��,. I ` PROPOSED TRANSFORMER \ � / �� � �` � `i '" . � � � �' � � G s t�,- �`� � ' `' ' _�`����� �` ';�" ___ a �; t � �, `� �3 r �,�� ' � =��i \ � LOCATION � � ����� AVON, COLORADO �` � � � �� �A � \ �� �� � � \ `�� �iE ' �c�; ': °f' ,+ _�',"` u,�•,` - •\ '� � � �`�-"—t"r� I I `"��\ � � / �� ,� �, � /'� � � �. f \`� �r�� �i��} J� ��-`�; ` , - , �', �_�-. , � ��, . . ; 'p . I �� ' NG PSSED ELECTRIC i� � ��% � � ��� �� � � ; r .x,- d,�a „�, .� CONNECT 0 � � �A �O i � / ♦/ � �� � �, ���;, ��� 't �s i� .. `\r��"q�, -4 � -s�'�•.;, , �' ^ :� ,� n�'Y� � � � 1A TO DCISII . W TALL SPIJ CE�� � �� j�� asc�recr OF xecoxn - / / � ♦ / � `�� ;I ` I' :, ° _�` __ ' `J�\"�y ,x� �' ,1 , VAULT. �� / � ��� ZV�1 � / � \ \ / \ ���s� ,y , F, �. - �, �, . - `� z� �E•'- � � � / �� 1 "�f� Az �,��', y � ��� �f� t ; , � :.� /�.� � {�'� �� :- _ � ;�,�� ( , .� ,- , -�- , 42�40 �• �i' /� �� \ / \ �+- ' ��i �' i �•°,� �� �` G� +�a.F � ;i+�t`n Y a .�� �� ' \,!' /'/ // � � �, � ��� � � �� / � %�� �:� ,' , �� �° �'�`i�\�� *:F rt��° :� .. - `�� i l � � %�� �� �' — � = �' ARCHITECTURE - - ,.�, / / ,� / / � EXISTING GAS � � �j;'9eS'� �i ; ri "��a �, � ,��,`s" '� i` � ,;`� / ` ,��1 i� � f�\� � � � � / ` ` . � � �`� // � �/ �� ,� LINE (TYP.) �` �� ; ' �, :` '.�.�� 4 { ,w�j� s}' M1 a `; ("_�.., , „ Jj,� � / �/ '�Z � � � � � ' Denver, Cobrado �� .;, ' ��� �r. , '� iY:�: t a \ / .i ` � �y � UMITS OF PROPOSED � \4�I �� j�+ g ,,�� � Ts, t' M1eZ'. / � � ' t t ! ! ,,� �� \ n � / / / / ��� � t / \ UNDERGROUND STRUCTURE. � \,�I � �\ E � ;i � , ;; �� � �,� � J � � � srxuc�v�sL axcnvE�s � \ SHORING UMITS TO BE DETERMINED � � �;;?"�° > �°f � �oxsos ac xBrrEU sxcnaEaRS, nvc cj �S \ �i i� '� `` �i 9 t`f�x �'�,. � " � i ' � AVON. COIARADO _ / G � \ BY CONTRACTOR. �I \\� �•`�' I i �i� ,��� `_`�' � S �� ..�� 12 S J// �5 � � ' � ' J� ,';A'�� f� "� �d �. � � ' �� / ` ��// ` ` �\ t��� A � a� , � `Rr \ � / / � _ � 2' i asr sxcnas�xs � \ ` .`i i ! f, f,, ' �,�.: < ` / // / ABS CONSULTANTS. II1C � \ \ � f ; �,� '�'�' � /'� ,� � � i DBNVSR, COLORADO G� ; �� i�' f � ,�?' . �� � W � � - `��. � Cf�RISTlANIA AT �� '� � �I I� '•� -�1',�' �r Y"a s � �'Z � ��� � te��E�cT �' � YAIL CDNI•10.LIINIU11lS � �'�i �( j, ��9S "" �'-� ,, — �" � i , ; � ��� `t �' , , � F : � j r wv , /� � DENVBR, COLORADO ��^s (BLOCK 2. LaT D) ��` �� k� i E j i �� �I �i• �' w '� i / $HSRRY DORI/ABD �. ; iee . � \ � � — � t � �i i �� i� `J � +'�� (', e rL � 0�ti C���� r I VI A FlR T FIUNG �� � i i VA L LL GE S M ��c,S� � ' � �� � �����` �i '; �� ,3 �' 'I�, �� RA�' `F' �`1P� � � � � `• ---� ��V I � i 3 � i � , � .t � � �� � � � {r'�` ��.'� s��"� �/`^i"� ��� ;� �� i�i � �i � �� � " , << � 1 � C]V[L BNGINBER dc 3URVEYOR � � � � �'� � ��� // �J �/ G� � f����� �1 I�� � �\�� i i� �i 3� `� `� !� � , ' , �'": Gy �M � � PEAB LAND CONSIILTANTS. INC. �V ��.E � ^ � � � � �'�L;i � � � �� l� �i �) ! � �'i ) t� �Ct,�;� i/�� � VAIL. COLORADO � 2� � `` � � � `"'^� � �\{� �� i{j� 'ci'i� 1l�i� I31i �� �i r� �� � � � �R�C� H � � � � �.�.����°� ,� �—�l, �, �; �� � � � � ` `� / � '--� '�_��L:� � I � � � a� / — — J '-——___ —-' — � o��� � � � I PROJ ECT N0: 20693.03 � � � --— � ri�� � _ � � � �� �, 1 \ � � —__� r — � I � ISSUE ISSUE ISSUE '-- NO_ DATE DESCRIPTION � i , � ' ��''--� I I� 01 1.06.04 ISSUE FOR CONSTR. � � PROPOSED PHONE PEOESTAL. 1 ` �� �'�t;, i cHn�u QWEST TO INSTALL SERVICE TO � m � 1 ''� CHRISTIANS � � IlI,�S''T�1 B�41IN � � t�,i �'�" ` TOWNHOMES PEDESTAL LOCATION. � � � 8 oCEt 2) � F �/` � I (LOT D BLOCK 1 � � LOT E �\ BUIL.IING �\ �� i \ 216 PAGE 702) � 306 f�ANSON � � �i � ; / �,� I I � \ R.9NCf! R0.417 �� � 1 1 LOT C, � �� � \ I I (BLOCK 2) � 1 �\ BLOCK 2 ��/ �ii��'`�..'�- � {, i ��./ � ` � �� �` // \ / J J!`!I �� '�'�� e „��% ,` \ �LOT D-1 �1 11 — � I 1 i 1 ti ' I j � r � —� � � � '� � � N y ` ' � .� � �1 / � G _ _ ,� \ 11 � � .'� � l a \ l��l l.y � �s _— � �/ � ��� �� ` �,r � _� �— / - G � � ' �j � � �-- � Ep _ ; — — — — — LEGEN D wv - E PROPOSED ELECTRIC LINE � EXISTING WATER VALVE ELE ELE EXISTING ELECTRIC LINE OW EXISTING WATER MANHOLE 6��� �g Et D21Pg� L� � � EXISTING FIRE HYDRANT � �� � G PROPOSED GAS LINE ,yYa N s�L� Q� GAS EXISTING GAS LINE � EXISTING SAN. SEWER MANHOLE ° 4 D G� SAN EXISTING SAN. SEWER LINE � �J a GV � �r� WAT EXISTING WATER LINE � EXISTING GAS VALVE � ��J p p— PROPOSED PHONE LINE 12" WATER LINE INSTALLED AR EXISTING AIR RELEASE VALVE SUMMER OF 2003 �o o ,o �o ,o � Vail Park & Garage at Lots P-3 & J S S PROPOSED 4" SAN. SEWER SERVICE ( IN FEET ) SS SAN. SEWER SERVICE i inch = zo f� � INSTALLED SUMMER OF 2003 LOTS P-3 & d � sxA�LOW UTILITY - PLAN ro�LU�STL� QQ.�....•��9F - °�����T�����° C 1 �� o:�.� <<: _ ";� 7 �� - . . , ., �; �� ...• � SS ONP��' S(:ALE 1" = 20' c� � �-� `� , � ` �� �� � ` � !j�, � - I � `� �� � � ,q:���,� � „� � / � '• ��:,,,1IIII'II�,I�' � '��.1 . . •••• ��1� r" ~ ��' ��. _ i''"�,���\\ -;, -``�_ .°� ��IA��\ .. �\ �,. ..� 1 -, . � Y•. /�a �. \ :► \\`,,=.. � � � �` � �-. � ,.. . � - • '' � ... � �� � •,� � . �� *•1 •r. ` - - � � ♦ .`�: .• , r � � '+ ::j\�• \ ���� •, �� � = " ` � �. 1� \. . I� \�, �� ` I r� `y \ \\\ \ �� � �`� � ,��. , �� � ` u� • / • • � :- \ \ ��r.� ��� � `� .yY'�� .. ,t :�� " \ � � ` ` `\ � �� � �� �� ��• �t:. � � �\ \. � ' � M , • ' r�, �-. "_� ��i. ��\\\ \ `tt� • ... \`��\ �i/ �',��, ���\ \ ' ,,,f �.� � /�1 1� �` 1�� ��. \i����� ' \ ����� � . ������' <%< �1�� ti� �`����\�\ �' `_� �,`��O •' �''� �<•.,, .. . ->, \ ! �i�� �.�, .!`� \��+�-:, ' 1 1 ��� -w////i� �� �-, `'r.. � ����, �%�%i'i�!ij������I� `.r�,�\`•� �, ,� • �� ��r///�iI�� � . ; ��, •- � � ♦ �� \ �. � . � . '� � ��. ///�I�I ..� ._ '. � ���,_��\���`�,�.� `jij������I�I��.���/j � �\�. - � , �4� , , .► ir�;__...�♦ �,�//� � \, ` i��.�.,.�� `� `� � ��\�\\`;`����\ �\� 'i��\��,. �i:°.`Or'�!j�%//,�'�� ��� � .. �\\�n��u�I1D�41�1� \�►` �i�► �l��������'�/�►►������� �� ��►.� - � '�,, � ; ��,1 I►��\\���. ��/�-.i� ����� ../I � � � �-�►� � � , 1�((� ��.,,�.�����>rr�.�!�����4/►..����� '�' �. ��, _ �:, � � � 1 i �o��. ,... ��..�;r�,��,.p•�.�•��.���.''i�r,.,GG , •+� - . -- ,. ��� u�,l� �'III�,I II�'e�`�`1`�����,�._'����.;•,o,o.o•o�►a, - , �►�► � G � � �1■ � � `t . � , 7`� I ��I�v,• ���� ,���, ��/ ��������r����������/ 4, �� . ! �. .� !L� � \ � ��f' � I `',�, 11�11���`�1������V'' � ����Q����������V�C��,+ ' � u � 1� � '1 �1 .. � � (���t� � 'm,m�1���\ •I1u�■ � � � ♦�����V����� 1�\ � �1 .^. .y : ' \� ,`�� � i +1 ? . �/���������������'��� — A' `� � �►►�n,�� ,� . r..o,.:•o,, � . -- -- � I �. �. -��� �, � 1��� ��,,, ,..\ ���'� � ,, -� .. �/,��`.`p0 r,��!� - - • _� � . � �a\\ � , . �I'.� ���. � k �- . . 1 �� ��,.� �� n O . �■ - ��' ��. � � ';` '��� ` !!�����������0�0���,� � � .. � - � �•I 7. �: �� ��� � �?<r \ \��\', \ \ I�/�,`�:�������P�p����� G • � �•``�\ �\\\\\\1��.���.■-,�/ 1►`1�����,��,��,�� � � / , � �. �v� �.Q�\\� .�\�i-..��'��������/ (1 ��l�� r `` \ \� � ��� �� ��. '"'� ���I�I���Pp;�°`. � . � � ` �� �, \� ��� �.._%.���►f��r����..;.;o_ - � � • �,� ` . , \� s ,<.. ��.,► �� ��/�O'•:.•.�:�. - -. � ���� � �� � \�. �. -� v:�✓►►����I ❖o.s•. �.. �! � ` ` ��� ,.,��� d!C�i��,J�►�1��I��O������ , - � _ �,,�, � `\ .4 �� ..�1 �I� �I��1/ �Q��i�0� '� , �.' � ` ?:c � ��-�_,:,��►r�(A�1�I1�����0� i � , � =.j! I � y� ` \ \�'.. \\,� 'I'i�:►���.���i�,//Ii►���:!���OOOa 4' %' � �^ � • I ± ` . o�\�' ��IIII���w���"���i����1�����:�����i%�� �_ i°�� � �� `` �,1III�•'ti�����'v�i�%i�������������- 1 ` '�i �� � . .� -� \� I �`C�`��.������w�ii�������������i���►�•_ ( ' \� �, : � '. �\• ���=11� . \.�..`�..�,v.�� .��.��:1������0������i�� ,i� ' � . � ..��� � . �. .♦ ♦ ♦ ♦ � � . � � ? � ,v.. � �. \ ���0�-.�:;���d��v►�1�������������.� =�� � �� \ �Z.. � -.�, ����. ��:�...��� �.�s���������� -_�� .r''" ..� �. � � ..,, � . . �� ���v._�. ..u � ►�•���� ��� \r �.. � \ ���� ��.�O�`OOV�o��:,►!�i�������C�SG���� *. . . ' � I `` � . � �. __���. �������������?!O�S!�������-_-�-=—Z' �� • � ,i'. � � . `` ` � � ` � \ «.: ��'���.: �.�.��:��•'' :_�.� .,�^�C��'���• � i�i, � �, � >. _ \� , ��.�r.,.-;.��..,.���,o-..�:-"e,���.�...-•-� "' �=�:% . .�,�I � _ �` � ��'�� -., \�.o�.•..,..�:•.���o-�:���:�:-.�.:•�.,.;�-..-��-. t 4.p� � � \. � � � i \�`.3<�:�`�.a: � �- � '� - --=:�r.1r�� � . ,I \ � \ �. .,,,_ - _- _= _ - - _ - ��; \ � � -- - -- - - -- - ---�, � � �. ,. -- -- _ - - -_ �. �_ ,... _ _ ____ _ _ _ _ � � � , .,_ _ __ � � � _ _ ___ _ _ _ � , _ , � � _ _ ... . . .;,.. .: . - � _, ,,_ _:.._.. _� _._.�.:. _ . , . _ , . . � ..;__,...,,,______-___-__-__---- , __ - . ,i , I, ` \� , � _ ��._.�__,.�_, _�— — --- ----- -- — / , ,� �`�. �:___... . -� � _----_--------_—_- � — �� �7 , �. \ �- � - � - -- - �. �__— �I � , �` � _,__ _- - ----- '�� , � ` - - - -�— , � , ��� � �-_ _ � . ` \ - �� -- . ` , - - -- ..� .. _ _ _�- i � - - - �— � - - ---�::- :——'� -- �� - _ ... 'ii.. �� -�1 � - - - - — �� �� ,�. -- - -- � - --- - - �� ;� � . � ♦ , -� - _ � - - � I� �. . - -- �.. � .,_ � . _ _ _ . _ � �� � _ _ _ . _ _ _�_ _ � _._ _ _ _ -z :�:��.::____= - - - - . ., _ __ _ � , _ _ T � . . . __ _---.._ _ __ � ,.• . - - - — �•-- ` - - - I`'' � - - -- - - — i ��� I � - ��. - �►� '�,;I � - _ � . � - - -- ,I - - - - 1 � . �... - - -.� �► � ..>.,-��.:_.•.__ - - - � - - - - - �- . - .►_�_ , � �. � "" '. _ < - - - - - - �---- - - --`-. � � . . _. - , � � - - - / � . � ,� - - - - -> - / , >, l . ;. . .,_���--------- -- - - -- � � . . � - -- ----- ---�---` •--� / I ( , � �� � � . .. . . , _ - - - - - ---- . __._ .► I �J �� � . ,.._.," - - -�s-��,-_.� - / I:. �� � ..-� - -- ----- - � i � a . .. � - - - --- ^"r = — � - - - - 1 � y .. �� - �-�- ` �►.� • - - --�' — - • � - - -- --�i:. _ , � � � - - �_ � \ .. .��� - - - - --�—_- � � , _ - - - --- -^ _�.._ _�_-_ � � � r . .. _______ _ __ _ , ,p , �� i� � i.:�� �.I. .. . . \ �, .. ♦������ ♦��� _� ��� �� _�.�... ��.i� vrr� :.. . _- _. � III��I' � , � : r ♦. ��� ����►____ ____..��� � ��� I�l - ��� \\�� . 7 ♦ ♦��o�. .� � _. � __._ _��.- .�►__�_�_ -.- _/ __..---- � �i�, . �� ��� r . ..,- --- -- ----- -- .__ , • I � � . .... _ _ _ _ —�—_------- - , �. ��� . . .. ...- - -=- - - � _-_--� ,.�� . ,1 � 1 `` ` ! . . n✓ � � � ���/ i �� _. _ ' � � ` � • `` . ♦����������� � �� /� i�=� _� 1 � , � \ .., � . \1 ♦ � � � � �� �, .� —._.-- �-__/ . .I� � \ � \ i..i� � ♦ ♦��� � .�/ ) � \ ♦ ♦ .� �. � � ♦ � � � ♦ � - �� � � - � � f , � ( �♦ . ��-..-- - ---_�_ _ ./► :._.,, ` 1 � �i� . ♦ . ♦ __ � � - i I'. 'r: � ♦ ` i, ♦ �♦ � �,1,�: I� 1 � � �v , 11 � � ` � , ( .. ♦ ��_'. � � _ � _.. � � � � 1� � ' � � - � � , • � - - .. 1 � � � \ � � • � . � � � / . .. - - - — 1.�� � � ♦ . � � -� � .� . � . � � �,� __/�= , :,�,.� � � .► , �� - _.__ --� � +►�� —i � . �I . . : � • ♦.♦ .. ►- �--- - � .. .� � I . � �� t . �, /i • .o♦ ...�� � ��.-- ----�.• �� �._--:/. ` `�♦ ♦� . � --�--- - •• ►. � — _� • . .. � _ .• � _ ., 1 � � � ` . • .♦ - - • - : I. . � e — — — ..... . , , � ., _. . . __ ... _ ., . � l . . _ _ _ • •_ _ . . . I, � . _ � . . . _ _ �.�� _- - _ . _ � I( . - � � � � . . _ - � � . ♦ Y � ' ..._�'_ ♦ ♦ ♦ ♦♦ .� � +� � ♦ ��� � .� ♦ . ♦ . ♦ � � I I ♦ � C � ♦ ,, � � ( _ , . v _. _ __ � � . � � . . _ . . �J � ♦ � . _ � • .,� � . . •♦ ♦ , �` � ♦ � � i � ♦ . ♦♦ . � ♦ -- A ♦ � ♦ '�\� ' �� . ./ .;. \ � _ . _ � . _ � . � �� . .. . _ . � 1. : .. � . _ . _ , . ,. ` . / .. . . . .— ....� � 1 . . � ♦ ` ♦ � \ � . .. _ 1I 1 _ ♦ � � � � / . . . �• ♦ 1 _ . _ . � � . . � \ �. .. .. ,. _ . . ( 1 . � . � 1 ♦ � � � . _ � . � , � ( .. . . . . . i ,. .. . _ . . _ � �. ., . I . � . ., �., . . . - , . ., ♦ � . . . I . 1 � . � _ � � . . � , � . . ♦ . \ 1! , � . . � ♦ .- . ♦ � , - a, �. � ��� �� � .. 1 � ♦ 1�♦ ♦�♦ _.�.�1 � - III � � 1 , � ♦�♦ . .� ♦♦ � ♦ r �� � 1 , r � . _ � � . , .. .. . . .� J . ��. � . .> � • . ... .i.► :, - . � ., 1� �, �, .. I � � � � � .� ... . �....o♦ ♦I� ♦ � � ', I I � ♦ ♦ ♦ . • v ♦ • .I �� � . � � o ♦� � , ii ♦ ♦ . � � _ . t � ♦♦ � � � � � � 1, � ♦ � \ � ♦� • . .♦ ♦ I . ` , ♦ . t ♦• � � 11 �♦ ♦ I , � - 1 • � ♦�♦ � � � , �': 1 1 � i � ti , . . . , .. , „ , _ � . . . . l , . . . . , . _ _ , , . , , � , . . . , 1 t ♦• `\ ! � � w ♦ �- . 1 � ♦ 11 � � � \ • � , _ � , ♦ � , r � 1 ♦♦ ♦ � ;� ( 1 ♦ ♦ ♦ ♦1.�. � � I . ♦ r � �� i 1 � . . ♦ ♦ . . � � . . � ` . �s 1 1 ♦ � � 1 � �♦ . ♦ . � � , i I �� . .. . . . . i � . I � . - � ♦ I � . .. . . . � . 1 � ♦ � � . \ � , , .� .. �'` , ) . . ► � . . . � � . � ► , . . . � . . , , , . . . . � � . � , , . . . . . . � � . . � ♦ I , � . �, � � .. . . ► '� '- � ♦ . I I � � . , . . � i ♦ / ♦ � i � � . ♦ .. ♦ Ii � � I � . � ♦ 1 I � . • �, � . , . . . .. . .. . . � 1 � � .♦ - I �. . ♦ . � . � � • 1 ♦ 1 `♦ ♦ ♦ ♦ , � • ♦ 1 I , I ♦ ♦ � . 1 ♦ 1� � ♦ . ♦ ♦ � • �1 ,� . I . ♦ ♦ ♦ � ♦♦ ♦ 1 :; . f . ♦ I . . ♦ 1 � . ♦ . , ♦ ♦ s I 1 ♦ ♦ I . ♦ \ I I /� t ♦ ♦ I e. ♦ . . . , � � I � � ♦ � _ � � ♦ . ♦ ! � . . . � i I . � ♦ I ♦ •• � ♦ I ► r . • . . ♦ I � ( � \ � ♦ � I /�� ♦. . ♦• ♦♦ . � �i;;��/ � � 1'., � '' � o . ♦ �4� . l \ ' I/'�1 / / s�� ♦ e s {li�i... `. �d. \!Ji� l 9�; ','' 1\ 1 •n ���o ob;2�;t��!'+0•+;3����'�2�2����. � ��'���'�1!�'r����`;2��<.�.�.—.z:.::=i+�2�2"i..�- , • �i •. � � `�1�`�1���P�O��O�O�r����O�00�Q�0�0�����>;�•�\ I�� ��p�r� ���.�.�.�o���,.�.. ����������� ����1�, � � �� �'°; ;� `• I��I P ��,�� • '. ♦ �� ` �IIL�III�i�i �t����0�0���0�J�0�O�O��Q�OpQ�O�Op��p�0�'• ������ ����1����0��00�������0��0?�?i�i � � . ° nm w�l,:,�� > ��0000���1�000�����00�0���00\�.��. I)I i1��// 1���O���O����.���0��0��� .♦ � � 11� , 1 . �n�.� �i .1 ` �`s��O�0�0�Op�.00OpO���.�.p���OP��p�;�p�, Q���/� / I��N�� ������,�p ���� ♦� 1 � ���:: _ d I ,� �����I I � x� ` ��Oo����p��QO��ppp�.�00p��00�1 0������� �1 11��/ 1� �����.�0��.� 1Q��.���.� � � \ ' � ` ���Bi�O�OO�p��0000��0�0.�.���00J��`a0����O�O�v �01�01��� ��,1.♦ ♦.���p.��� �����' � A�AII� � ..� �, ' \ � ♦ ♦ ♦ � ♦♦ 1 1 ♦ .1.• ` .♦ ♦ ♦♦ ♦�� ♦ ♦ ♦ � � 1 � ♦� �. . ♦ ♦ � � �♦ � ♦ � .� � ♦ ♦ 1 1 • ♦ � I � ♦ ♦ �♦ � � ♦♦ 1 \ 1� ♦ � ♦♦ . � ♦ ♦ � � . ��� .. �.� 1 .� ` ♦ � ♦ ♦ � � ♦ 1 . . . � � ♦ ♦ � � ���♦ ♦ . � ��.� ♦ . � 1 �♦ � ►♦ ♦ ♦ ♦ �� ♦. .. � r 1 � 1 _.�• � - ` ♦ ♦ . . � , �♦ ♦ _� 1 ♦ ♦� � ..♦ ♦ ♦♦ 1 ` �� ♦ � I �I I \ � � � �� ♦ . . ♦ � �) I� �I� I � , . _ r. . . � . __ � �� I ��► � II I ` .,. . .. . , .,.. _. ., . ,. .,,, . . . . � � . - � � � I�I \ . . . . , .. . << . � , .,. , , . . , , , � I , il , . . . .. ., . , � \ . . . . , ., , , _ . , . . . . . �. . . . � I � ` . � . . . . � . . . . . . I , \ . . . ♦ � . ♦ . . . s . . . � . .♦ ♦ � � ♦ . . . � � . . . � 1 . . . , . ,. , . . � ::,,,. � . .. . , . ., ,. ` , . . . � -� � . . . . . , � . ♦ � . . . . . . � � � . . , . � Y \ ♦ � ♦ � � � I ( � ♦ � . ♦ � ♦ ♦ ♦ � . . � . O .., J� ` ♦�♦ �� . .... � ♦ ♦ � . � . i �I. � I . � � ���� ♦ �� � � . � �♦ t .., ♦ ♦♦ —�—t_ � � � � � � ♦ ♦�� �� �. � ♦.� � . . �♦ ♦ � � ��� �� �� ��� , �.�♦ ♦♦ �� ��..♦ .� . �� � �.�. . ♦�♦ ` � � ♦ ♦�� �� ... �♦ � � �♦ . - _ � ♦ ♦ � � ♦ ♦ �� ♦ +*► ♦ ♦ �� \ ♦ ♦♦ ♦♦ ♦ � ♦♦ ♦ ♦ ♦♦ . � ♦ � ♦ . .� ♦ ♦ � ♦ ♦�r ♦ ♦ �. � ♦�♦ ♦ �_ 1 � ♦ . ♦ ♦ � ♦ � � ♦ � � ♦ ♦ ♦ ♦ ♦♦ ♦ � � ♦♦ ♦ ♦ ♦ �♦ � ♦ ♦ � ♦ ♦ ♦ . ♦♦ I� ♦ ♦ ♦� . ♦ � ♦ �� � ♦ . ♦ � ♦ ♦ . \ ♦ ♦ � , 1 ♦ ♦ ♦♦ � ♦ ♦ ♦ ♦ ♦�♦ ♦ �� ♦♦ ♦ ♦ ♦ ♦ ♦ � ♦ �— I ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ I�� l � ♦ ♦ ����. . �♦ �♦ ♦�♦ � I I ♦ � � � ♦♦ ---�-__ � � � . . 11 � � . .. .. . .. ♦ � I 1 . , . . . . . . ... . . .. . ♦ . .. . . . . �, —_� ., � � � 1 �� � . .. . . . ... � / . . . . . . . .. ` �. . . . . .. � . . . . . .. . .. , .. . . � . . ... _ � , . . . . , .. . . ... . . � . � � .. ♦ . � � .. � . �. . ♦ - 1 - � . � . � � � . � � �. ` � � � � ♦ � � , „ � . � . .. ♦♦ - � � . � � ♦ 1� �♦ . ♦ _ ♦ ... ♦ , „a . .. �. . . �- .. � ♦ . . . . . � � \ � . . . . � .� �� � . . . .. � . �� � ♦ � . �. . . � . . � � � � � . � . � ♦ . . .�. . . �.. i . . . . .. 0 1 � . . . . . .. , t1 r . .. . ,., \ , , ,� .. , ,. . , . , . . � . . .. . .. � _ � .. .. . . .. � ♦ ♦ � ` � � . . ...... , � . .. � ��♦ � � . . . . . . � I � � . . . . � . . .. ��� ... � .. t� ♦ ♦ , . ♦ : •• ♦ . ... . . . � � � . .. ... . . � � \ \ l \ � . � � ♦ ♦ � . � ♦ I ♦ ♦ \ \ �� ♦ � ♦ ♦ ♦ . \ ♦♦ \ ♦ . � ♦♦ � I .. ♦ ♦ � ♦ \ ♦\ ♦ ♦ � / I , ♦ • ♦ � � ♦♦ ♦ ♦ ♦ . r ♦�� \ \ .�.. .. ♦ ♦ ♦� . � ♦ ♦\ � � � �\ ♦ ♦♦ �� ♦ ♦ 1 � ♦♦ � ♦ ♦ ♦ ♦♦ \ �♦ \ � \ . ♦ . \ ♦ \ \ � ♦ - � ` ♦ ♦ ♦ \ ♦♦ \ � ♦ ♦� ♦ ♦ ` �.♦ \♦ �\ ♦ ♦ ♦♦ ♦ ♦ ♦ . �� � ♦ - � ` ♦ ♦ \ ♦♦ ♦ ♦ ♦ \ . .. . . . Y . . r G . .. . � .. �' � . . ... . . . . ,. .. . . . .. .. . I . . . . . . . � � . . . . . �. . . . ... . . . .. - � `_ ♦♦ . . .. � � � � - . . .. .. � 1 .. .� � �� � ♦, � \ . � . . . .� .. � . �� ` � � � .. �. .. .. � ♦�� � '�l--.,.� �� , ♦♦ � .� , ..�. �♦ � I - � . .. . ... � � ��� � ♦ ♦ ♦ ♦♦ ♦��♦ ♦. ♦♦ �\ n_ .� / i . . . \ � .. . .. . . . . . . , . .... , � � � . . . . ... . . . .. _ , ... . ,. . IY . ` ♦♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦��\ .. \ � � ♦♦ ♦�♦ �• � i � I � ♦ ♦ .♦ ♦♦ �.� ♦ ♦ .. �. ♦�♦ � 1. I � `. ♦ ♦ . ♦ . ♦�♦ ♦.��. \ \\ ♦ ♦♦ ♦�♦ ♦�. ♦�� �.�♦ .,� . ♦ . ..�.� � ♦ ����♦ �. � � 1�• • ' ♦ ��. � ♦ ♦ �♦ ��.. . � � ♦ �� �. �� .I - ♦�♦ � ♦♦ � �� . . .. .� ♦ ♦��♦ _ r- �' . _ 1 ♦_ � ��� ♦ ♦ ,�♦ ������ � � � ♦ �� �. � \ � ♦ . ♦ ♦♦ . ♦ . 0� � ♦ ♦��♦ / 1 ♦���♦ .�� ♦���� �� ♦�1.�������... � ����� ♦�♦ � . � r .. ., . ..,. .. , . ...... .,., , . .. .., .1 1 � ♦�♦ ♦ ♦ ♦♦ ♦ _ ♦ ♦� ��. � \ �♦ ♦��♦ 1 \�♦ ♦� ♦ ♦� �♦ � � c. ♦ ♦ � 1 .. ��♦ �� 1. ,i . �1 i � \ ♦ t ♦ � � �♦ . ♦.���.. � �� .��♦ i � � , I ♦�♦ ♦♦ ♦♦ ��\�� ♦ \.♦ Y. ♦ �♦ �\ � ♦♦ ♦ ♦�\. � � // � a ♦ ♦ ♦ ♦�♦ � \ ♦��♦ . ,.\. ♦♦ ♦ . . � � ' � `��♦ ♦♦ ♦ 1 . ♦ ♦ ���-,♦ ♦ ♦♦ \ \ \ ♦ ♦�♦ ♦. , � �' I� \ ♦�♦ ♦� ��..�♦ ♦♦ � � ♦ . ♦♦ ♦ ��� \\\����������, rri� I �' \ ` ♦��♦ ♦ .���� � ♦� � ♦�����♦ ♦\ �\ \,���♦ �.♦ ,ri � 1 \ `�♦ ♦ ♦�..♦�� � ♦ ♦♦ ♦ ♦������� \ \ �♦ ��� .� • - � 7' .. ►����♦ ♦♦ , � ♦♦ ♦ ♦ ♦�♦ � ♦ �� C , \ , . . .. . , .. , . ,. _ . , ,..,., ... . I, \ ..,, . . . , . ,,, .,.. .. , ,. . ., . .. �� \ ... .. . . , ,.. ... , , ,. , . . 1 ,,, .. .. ..., ,,.... . .,, , ., ,.. .. ._. . ,.,... . .. . , ... . .., . .., , . ... .. �...,., , . . .. . ,... . ., , ,,.. . _. _ .. . � ,,.. . . .,. . , , , , , . _,. . . ., , . , . , , . , i -. . . .. � . , . . , ., _ i . . . . . . � '• 4 I 1 .�♦ ♦��♦ ♦i..��.�.. \0♦ r�0� ♦���.�OOO�d�������� :� .. � � �. �����♦ ��♦ ♦�.�. �� ♦�.4��������\� \ �\�\ �\����� � . ' , ` � ♦�♦ ♦�. .�� • �� � ..��� ♦ ♦ ♦�� ���\�\♦ .�♦ . f � � ,.,..... >, . . ., , . .......... . .. ,....,. _. � � i � . .... ._. ... .. . ... .. ..... . .., .... .. : . �i ` ... ... .. , _, ... .,... . . .. ........ .. , , .. ..... . ... . .... . ... .. .. .. . \ 1 � ♦ ♦ .�♦ ♦ ♦�� ♦�♦ ♦� ��♦ � � \ ����� o �� �i ♦ ♦��� i. ♦ ♦ ♦♦ �♦ ♦ � \ ♦♦ � ♦ ♦ . � �. ��\ ♦ , � �� ♦ ♦�♦ � �� . ♦.. � . r I � ♦ ♦ ♦ ♦� .��♦ � ♦ � � ..\ ♦ � ♦ �� �� � � �� . . \ . i � , • � ♦ ♦ � � �. �♦ � � . �� . 1. � ♦ . ♦ � � .��♦ ♦ \ \ \ ♦ .i - ♦ . ♦ � � � I � ♦ ♦ ♦ ♦ � . . / I.a/ ' . \ ♦�• . ♦ .��. s���♦ ♦♦ ♦♦ ♦ \ \ \ .�♦ �. . � •� ♦♦ . ♦ ♦ �� � . ♦� � ♦♦ \ \\ �. . . �. � �- ' � � 1 �� ` ♦�����...�♦ ♦��♦ �� �\��\�0�����0�00\0�:�_ .♦ .\ � ♦ 1` �����.._o����.�♦ ♦♦ .����.���.�.�♦ � �� �� .�_���. � � _ ����1.. ������.,-,.����. �� �����J�����p.�p�J0��0�0�..�0♦ - \�` ��. � . ���...�..�����.. ��♦ �������..,�.0��� \J��.�.�. \ -�,��.. .�e ,. ` ♦� .....,.��♦ ♦ ,��♦ ♦ ♦���.���.♦ � �\ 0� ��.�.� —� .��.� �• `. ♦�♦ . � �� .��� ����� � ��� ♦ �� ���� .. \ •• � . ♦ .` . �.�.. .�e � ♦���..♦ �� ,��..� ♦� � � � ��... � I� ♦ r ♦ .� .. . ♦ ♦ � ����� �.♦ ��� � \ ♦�. � \ � f . .♦ � � .��. . ,� ♦ ♦ � ..���..��� � �� ♦ � � �� �� ti_ ` - • � . •,� � . .. .. ��♦ ♦� ♦ �� .� ♦�� � � � � � �.. � - � � � ♦�•. �w �. . �♦ .�..��. ♦♦ ♦�.�����♦ ♦�. .��� � ��� �.�.�. � r� � 1.. ��` . ♦��.��♦ .a��♦ � ..������p�������� � � �0����..�� � � � t. ♦♦ `� ���.. .�♦ ♦♦ e ♦ .��.���..� ..�.��.�p0��..... -�� � � � �i ♦ ,.� ♦� r,. ` ��♦ � �����♦ ♦.���...����..�♦ �� �����... -� �\ � i � ♦ ♦� ���\ `. ♦�������.-. ♦��\���� ��������♦ �\\ ♦��.��� I - - � �� ♦ �i• �� , ` ..� \ ♦����,�♦ -� ♦������p..����..�♦ ♦�� �� �...� ,.� \ ♦. �— .. � � ♦1 ♦\ ��♦ ♦ ♦♦ ►��♦ ���� � �.��� �♦♦ �� ��� �����. \ +. o `� ♦��♦ �� � �:• ♦�♦ ♦ ♦��♦ ♦♦ �.�����.��� ���� ♦♦ ♦�� �.�.�. �� � .. . ♦ �� 1 ` ♦♦ ���.. ♦ e.♦ ♦���♦ � �.� � ♦� � �� �...�. ` ___7 ^•T � �♦ � ► \ ♦ ♦���♦ ♦ � ♦ • ♦♦ ♦�� �. � .. . .. .. � " � i 1 1 ` ` ♦♦ . ♦���� �� ► ♦ ♦ . �. � � -- 1 ,��♦ ♦ 11 ��\ ` ♦������♦ ♦�♦ ♦� � ♦��JJ��♦ ♦�\ ��v� ��.o�� \ 7 � i� � �—__ . 1� 1 Y ` ♦♦ ♦��. ♦ ♦�t�'. � ♦ .,. ♦ .���� ♦��� ��..�� I� � a.•►�► \ Ir .�� ♦� 1 1 �. 1 � ♦�♦ ♦�� ♦�♦ ♦♦ ♦ ♦�♦ �� ��� � ♦♦ ♦������� � � �LL - I � ',1�Iif�� 11 �1 �\\ . � ♦��00����������?���p����JOO���OOJ�JO.O.���. \ / L_. - �1� . � 1� �1 / , �p����..��������,.����...�.�..�...��� .����..o�.., i .n� �, �f.R �� 11 1 I� � ♦��.1����������� •�o�����p��p�.����O���OJ.��.� � ` � 1 � �� �1� I III ♦ ��♦ _���♦ ♦♦ ♦���.�����.���.��,� �♦ ���������_�� � I -�.... � 11�t�-- 1 �111 � � ♦��������������l������������.� �♦ ♦ .�����v- � I � - \ � �,♦ .�'�1 � � C\ . ♦���������.�������►����������� .\�� ���������.���� � �� � v •��1 ( � � ����..���♦ .♦ ♦♦ ♦.,.�����.���.���� \��O�OOOJ�.c�� ♦ �__ � 111.� /� 11 /11�\ �����,������, ,����.J.v�� �p.����� ���0����.� � \ • �j � � 1� ��Y . 1 � 111�\ ������������s:���♦ ��.����� �� �0���������♦ �. I � 1 � � �1 / �1 ` �����♦ ♦��♦ -r� ♦♦ �.. .�.w�� ♦ ♦v��������.�� �� � �_ • � � 11i♦ 1 1 1 �. ♦ ♦♦ ♦♦ ♦ � ♦ ����� ��� ��� ♦���♦ ♦��� ♦ 1� u•.. � . � -� E♦�♦ .11d.► 1.1. ♦ ♦♦ ♦ ♦ �. �.. ....�..��.�♦ �� ♦ ♦���♦ � . .�� � � 1 �.1� 1 � 1 . 1\ ♦♦ ♦���♦ ♦.♦ .��� .. ...,.. �♦ ♦� ��. ����♦ 1� � � `7 : �� ' � _ � � ♦ ♦ ♦♦ ��. .��. . � ♦ ....♦ . . ♦ 1� 1-� . r11. ,1.1��.. 1 .�.1 ♦��♦ ♦ ♦��♦ .�..�..,.�.��.�.�O�O������.�.0♦ � � ,�, i� . . � . � 1 ♦ ♦ ♦ ♦� . . ♦ ♦. ♦ ♦� 1 . �t 0�,� .�1 � 1�\ �����������.��..�.�. ..��..�.�0�.��..�.���.��0����� . � 1�..�/��1��,� ��� 11r.�i► .���p����O��....�...�..p,..�...���.pp�.0����00♦ � �p��♦ . � � t \ 1 . , � � / ��� ♦ ����, ♦�.�.�....�. .�.�.�.����� ��.������ ♦p��� ♦��o\ _.�� I � � � � .� � \ l �. �\ ���♦ ♦.?���♦ �.�..��.��...� ♦�♦ ♦�������♦ ♦ ��. ♦��\� . � �..�..� �1� ♦ ♦� ♦ � � .� 1 ,. \ ♦ ♦�♦ ♦�. ..� .�...... .� ♦�♦ ♦������.♦ ♦ ♦�.. ♦��� �\ �.� ♦ � 1♦ ♦�� � � � �� 11 � �� \ ♦����♦ .♦ ���..�..�.��..��O��O������ ♦ ♦� ���. ♦��♦ �0♦ � � � �� � � ♦ ♦ \ \ \ 1 1 1 � _ ♦ ♦ ♦t'. ♦�����. ��..�. ♦ ♦�♦ ♦��p♦ ♦� �� . \�♦ ���0� . � - �I �\ � ♦ ♦♦ � \ � ♦ ��� � . �. W�����n��.����.0.��...p������00p� ���� � � ♦�♦ ��� ���v �--7�� � . �. / I ♦ ♦� � � � � . � . . .� ♦ ♦ ♦ .��.��.. ..�.. ♦♦ ♦♦ ♦��� 1 ♦1 �� ♦♦ ♦♦ �� ��� � .., � � �� 1 ♦♦ � 1 � � � 1. � \ . ♦ ♦ . .�� � ..♦ ♦♦ ♦�����♦ 1 � � ♦♦ ♦�� ♦�. _ \ . ♦ • � � � � � , \ `-_ ♦ ♦ ♦��������♦ ♦���.�♦ � ♦����\ ♦� � � ♦♦ ♦�� ♦��� . _�- - �� ♦ � •. ♦ � ♦ ♦ ♦ ♦♦ ♦ � � �♦ ♦� � �� ♦ ♦ ♦♦ ♦ � � �: ♦ .� � 1 � \ �c, . ♦ _ ♦ ♦ .������. . �. ♦ � ♦����♦ ♦ 1 ♦♦ ♦�� ��� , t� • � , ♦♦ 1 ♦ � ♦ . .♦ . \ ♦ ♦ �♦ 1 ♦ ♦ ♦♦ � \ . \ .� �� . � � , ♦ �. ♦ ♦ . . �� . . . ♦ ♦ �� ���� 1 � ♦♦ ♦ ♦ �� � � , � � � 1 � �. � . ♦ ♦ ♦��� .�� � � ♦ � � ♦ � .♦ ♦ ♦�� ♦ �\ . \ . .� • ♦ 1 � ♦ ♦ � ♦�����♦ ♦ � � ♦ � � ► - � ♦ . • ♦ . �.. . . ♦ ♦ ♦ ♦ ♦�♦ � �� 1 � � � \ ♦���♦ ♦ � \ \ � �� ♦ ♦ ♦ \ \ \ '� � � • � \ ♦ ♦ . ♦ �♦ ♦����A � ♦ ♦ � � � . / ♦ • ♦�•` � �♦ ♦ . . � ♦ , � 1 1 . ♦♦ ♦ ♦ ♦ � �� � _�� � � 1 � � �\ • � \ � ♦��������♦ � ♦1 � ♦ ♦��♦ �♦ � ♦♦ ♦ ♦ ♦\ \ � � /�� � � Y ♦ 1 1 � . �` . ♦♦ . . � ♦♦ ♦ ♦ � 11 � ♦ ♦����� �� �, � � ♦♦ 11► �. � �����.��.� � 1 � ♦����� �♦ ♦ � /. ♦♦ ♦� � �� � �� ♦11� o ♦ • ` �� .��� . ��. ..�♦ A1 ♦�♦ � � 1 1 ♦�♦ ♦ ♦���� � ��0� ` �� � �� �♦ � 1� � � � . .� �����. �.��� � � ♦������ ♦♦ � 1 1 1 �� �♦ ♦♦ ��♦ � ��� �� L= i ♦♦ \ ` � �. � � ,♦ ♦..��.�.�. �♦ ♦��♦ � �♦ � 1111 � ♦♦ ♦��� ♦� ♦���� �� L_-�� \ � a , � 1 ��. . ♦ �C: � ��.�.. ♦ � �1♦ ♦����� � � f ♦♦ � ♦♦ .� �� ��, t.� - _� ♦�♦ J. �� �� .�` � ♦ � . ♦ 4.• .� .�...� � (}♦ ♦ ♦��o ♦10 �111 ♦� ��♦ ♦���� � � �� ,�-: � � ♦� 1 � Q �- �� .t ��.��.���.��� t ♦�����♦ � �� 1 ���1 ��� ♦ ♦��� O�p� t_,�-� . � ►. ♦ �,. � . � ♦ �..� .�♦ 11���♦ ♦��� ♦ 1�1 11�� ♦ ♦♦ � �� � �� `., - . � / ♦�♦ �11,� �� � .. � .. ��. 1 1 � ♦♦ � ♦ \ � 1 � 1 /��♦ ♦ �� �� ��, � --i� � . � � � -� `. \ ,�► �..����., � 1 � ��♦ ♦��� � � 1 �b.�1 1 ♦ ♦ ♦�♦ �� �� ���-�._ �/ • . .� ,� � J ` ,V ���� � ` ♦ .. ♦ ♦ �� � ,� ,, ��� . �� � � ,� ,. �, / , ��� �� ������1 �'__..; — - ♦ � + �. c�. . ♦ � . ♦ ♦ • � ..�.� 1 1 ♦ ♦ .11e 0� .�.1��♦ ♦♦ ♦ � � � ��._. . • 1 ' 1 1 � ♦♦ � �� �� �"� �.,�����������1Q1 �� 1��������,��Q�11 � ��1 .A,�. I.�A.�♦ ♦�Q�O���OQ\\ - .:r �_ � � , �rt1 ,`1��' �,., ' �1� ���' %►�����p��•� ♦111�1��� .����� ��1 �q11Q,� ♦ .�� •► .�����������p������.�_-- _ ,�_ � � 3� „��``1�♦ �1 's. �♦ ��������\�11� 111�♦ .��♦ ♦Q1 � ..�11 �q�00�1�1�� .�•����0\��O���O,�L.,_��� • � � r� •� ����<<.����• �` �" '1� .ii�������.1�1�11��1 1 ���A��� ♦�1,A1 Q I.A �.����1 /�A��`�������Q�..o� .�_✓. � 1� � � ` o t���<<�, \ �� ��������0��,���1�1 Q��1������ �.�������.;I.A��.�1��������Q��1♦ � � ♦ ♦ ♦ �\.�-_� _ = f 1 / l•\�.,�\ "�l� / � �i.�����������d�1 Q�1 Q 1��������.����1,A►.A!i1������1������\\a ��� � � � �' �f i�`�` `� �� '�i�i.►�0�������:�1��111�11��1,�,��'��,��'��,��,r���'►•��•�,.``A`������Q_ ����� ' � `� =.. � ` �JI �` •` �`�,���� . �.e�.��.�.�•���1 1���01�I I���Q������♦ 1�1�1 Q��OO��r'-- � � • �• � � ' � � � �`�. � ►s `..::J �� `�_•=�.����11 .,1 /11�00� 1���� 11p..t � , \ � �� '�� .. J,� -:! i � ���iLTO��`�������:�►1�I�1�/��/�������������������� /1���1. \ / • / ' � /�� � �;�; ��� '��������!�!��S11�II�II�I����►�►P�����i����QD�������i���� ` , • , • � , � � 1 ` �!��l�� •.� ` \�`�`'_:-'--'::•::�:�?���,d,�i,l�,ll!/l / ,` ♦ � . . . � � � .���� � � � / / �/�� II `-\,\`�I�I�Ih�������,��,�,,�1:1�11:� ��.. � i ` `` ` ,1 • . , ' / . . � � Q�.'��//������� � I� � �(i�� ♦�.l�, ���������. � ��� i 1 � � 1 � � ��� . �I.. rt ♦ ♦9♦ • � � 1 � , . �a i.��illl,�. ` !I�' �i� Q�/� i I'� . , fl��� .���.. ��\\. � / �; a... ..' �Y���::l�V�G�� ��i��� //�I� ��,��1 i `��%��il �` �"� , �� � . .�. :..,. �� .,.�,, % J �,...��, � � :_ , i ►, :;_,,� '�,,..�.:,-,�,;,,�r� � ,►�;,.--^.,��o�_ , : .... , , , - . , , � ..�� ..... � � � .�,,�� �� � f�;��.,-�� o � _ �;•``s:�•�� �'i � � � � � . - � ����-� I�. , � . , �%.���.• � .���, � �� � � � �,. � 3 .. �r��� ���.r � •• ►� � � i�'���i.��������� " � � � � :3 , , .. .ii � , � � � � � � i���� �� ��� �, ���I� '.�:� ��' � ����� �_ �1��r������������ � . � i �� . . � .. �. � � .��,nl:\I�l� I � e y� _ i'�z•, ���,,+/ � � � r � , �'.'' , . .� � .u., .� �,�`�,��i .. ; •,�Ir'1�._ � • , . . • � • • • � • � � � � . �n`'�_���J������/,!���� .� ����� .. �� � � . . . � �` � ��� . _ � . �'�::�'��::t''� -� �� ���� �� � � .. � � ,������F�� ����•.�-�-��������������'� � � �I ;+�� ,�;i�,� � ���'$�'����,� �' : � � •- ., � �.�` .' � �c� -.l.l , , , � . �`�_����,, � 1�.�� � � , ,. ,--t � y►•�" � --�.�.t��.��6�-E'_ � � � , �@ ,r3 ��=.�.�,�!s-. ,; , �, : : � _.. `+ � �+ � .11.��� � . - � � ti�I • „ � � �• �� � �.��� � � J� � . �JI► _! � � . .. � �� � � ' 'r�fi'�! � � . �► . ��Ir 1 � ,. '� ; �� . . . I 1 � i ,� �,-- ��.��,� ` !� ° , � , , � ,, -- � � � — — -- � �4r.�_� — --- ;— � , .- . _- ;�` -�i .,. , �--� �►. a �:���_ ,;•� � ,� � �� ' , ' :: ,� , . „ ► � \, ,�� . �- • � . � / _ � ► � � � � ` � - � r _ f- , � -_L _ �` .. ,, . ., • � .' ;�� ,� � '— ,� : ,� - , ; � �' , � , , .. ,, •• ` �� .i��-- /- � °�I�,��r ��� �r._. � � i ♦ � ' . . . �. � .� ,. i \ � � \ ` ' � -�_ ' / � • �- ♦ • � ` ' :, : s��=-- ' _-_ � - � � � _� :.�,�, � ` . � � •.��� -- ' !.����.i: � _� ; �\ '' � � � ,�� . , �' a'�' i, � .'" ��'1..\ ,��K -��`` '�1`.� '� fl � '� � + � :�� ' f �.-r �-- � ��Ti - �;t:: . I� � � ,. �' � �i;, , •, - " ,_. =�.; ,• '`�►`-- �< -�u. � � .. � 4 -==1 % � ,_ ' � ---,,,,� ,,�(�1 - f:.. � .. � M � � '_�.,',,, ��\ ,� �� ` ` � •�� � _ :� � � .���`�,�?,_ ' _ . a � "• • •.• • � - `/{�`� �,d��,:_ � -�� \���� �� � � -'•�� � ` �� _ � ��.., ° � - . � .�i , -- —�::;•� � ��\.�� , G � � ` �� � ' - � .,.� � - --`��111►; ,,�••�' �.•�� ,� � •+ , � i=;�Ji�\ \ r \`�-` � .}\ � 3 ////� • m �• •� 1' � ��n � � v ! 4 :�� = �.;1'/ '' ' -_ ♦ , �:� l�--: � —� � „ • „ � • � � ,��� �_-- `_:��"'� _� -�;� � , ; � �, . � �� _ JI � � ` /" -"►� =� ? � °• d. • • ,, �� ,•=^ i � � � -- ,��i _ -� � � ,A-� - ., � --�—" � , : , w -_ � � �- _ _ � � '�.--- i , � , »�- i.- - + 1, , � �',. � a �'' �' � �f �� '..i,� �� � `'� �� .'• O -_ *- � I � '1, ._i Ir- =.y�=� �\\� � +� • -J�■� I.- __,.� ��` __ ___9 � �\` \ ` - ' � -_ .} � ♦ .1 � ��� ����''." •� 1 � ;' �q .� � i! �� n�=l=s:;��= g� ,�� . �-, � �._� -- \� . -,.` � a` � r� — . � . � �� � ���r =�, ^ -- -+���., �,� �.;f �, _ \ - 1�� .�! -- - --_ -'�+�' . \. � v� � � � I l� -_ . _ _-__ __��_— ?'�,- A.. � � � I �r� � n � ?;�y� 7 �\ �• �' � � � �% v�+ � �, ' . 7 � . i ._� -'- ��-- -j'.� '. �r,,._. � • �� • � � ' � --- — ���_: -- I� �a'..tSi,; ,. • . ^ �. . 1�� � f�j:,.,-.l�, ,. \ ♦ � .. a�� • .`E;. „2 � � � -_ �' • � -- '�' } ����' � ' 1�1 r \ • � ,_I _ '� .. � *� " � .` . ` -_ i ,� r , � • -_ � �� -_ -= _ ' ' : � �- � -_� •- ���� � �� .� , � . ��t � .: . �� , �.F� _ � � � ;,. � _ •��`� � � . i;� r ,, I � i, u ' �.' /����`�''�'�� .�� :-I :f �.F:,� , . // ; �����.;d� , �,�. �� � ��1 '.,il� � � � . � �. `� ( \ . \ `•. � � :�.p� fi. `.� •: � � / II �� . . `,,: � �.>� .,.I� � , ; I /� / � � . -_ z;v��� � � .j , � . . �, ' � , � , � i��;��� `�.\►\���1 � ` � C� .�; j.�.J, � ~ , � a � ��� � � / / .� . , I � ` `� . , \ � 1 -_ .� \ . .. �.`.S�r .� ',���- � _ )))� :- �. � � �• �1� � � �, / r- . _ , ' �.�` . if�,�� � ��. `i � . �� � �:: � .S �� � . j a\�.___ - ,�;�_ . �� � � � �,� �� � �� — , � � ---- ,;� , �►��{:.�1t ������ �I�� �� � - r�. ._Y. � , , ,� I I I � � � '� �t:� -- ';,,� �. , �, � �"� ., �. ��h � � � � , . ��� � , � � j ` �� � � , � 1 � ��-- ,`.% , �I ,\n , � � I� l�) �// � , ��� ��� ��� . � � 1 , ' '� �\ �,� D r % � ' � �����/A � ` � • ` � • � ' ' � `� � '� . . I .�� A - � ! I e � I • D , w � .- / � , . , "�' , , � � ,� _ , � � , � I , � I • � � .; � � •• ' �' % = � ` � .o �:�'� � ���'` �'! 7 �� " � � \� `� '�.� � Y � . ` I � �• r M � � � _ � � � • �� , � . � � „�_ -' .• .• ♦ � � _ «e _ , _ ,� i' � �ir � ' ' � �. . •. : .•. � . - . �r �� � � � � � � � � � � � � � � � � � � � � � • i i Iii i • ' �' i i ' i ll i l lll i I ' ,� . , . � � . . ' r :i i �i i . . i � . . ' -, r r , r , i � , , . . . . . � � • � • � • � � � • + � • � � � � • ' � � �� Ii � if I/J i l) ll/ i ll� i� i ll i � I i I' � 1 � i a � � � � � � � f � • � � � � � � � ' � � � � � � ' i � � � � �ii i � i lll � If /il i ll .i i � i i i- ,i i i • '-i / I I i I' � 1. . � .- • � . . ll � : 1 I . . . 1 llt . l ll/ '. . . • l. � � � � � � � ' � � - . JI f , l f .� , , , f Il • I ll . l � i ii � i � Ifl � Ifl i _ llr , � . ,• I I � I fl i I l� ����� ��� � , . . � . • � � -. � •. . . . • � I . •. �.. . . � -, f f .!� � � 'O'� �i. : �7: . . . . • � � • � • ' � , , , , � � � � „ ,.. . - . . . . •,,. � � ���y\ �\�� - - � � . � . . . • � � . . . • " • , , r►, , : ,, , , , �i , - r �r • � • • • • � • � ' � ' � � � ' • � � , . . .,, , -, , : . . . . , - .- .• ,-, , , � .--, , ,- . - . -. , , . -, , ,. ,, . • � • ' • ' • ' ' � : • ' � � � , • • � � I � I ! I l I � � ' � J ' / / ! � r / r � I / ! II � '`•"\\ \ .�, `'`�1 j` � � •� � ��,. ' �/ � . � ') / j � - / l� � �1. .'�I� r '�t'�; � 1 I ����� ' - �„ � f`'�`�..��—� � � � i � � PEAK LAND CONSULTANTS, NC. PEAK GVIL ENGNEERIN�,WC 9�o-86a�a Fau�o,a�o-ea�e �000 uorrs wooE�ooP vn�co s� � I GENERAL NOTES -- � 1 ON CURUES 3 DEGREES OR SHARPER, CURBS AND/OR GUTfERS � ARE TO BE PLACED ON iHE ARC OF THE CURVE UNLE55 OTHERWISE NOTEU ON THE PLANS A MAXIMUM CHORD LENGTH aF 1� FEEf IuWY BE USED WHEN THE DEGREE OF CURVE IS LESS THEN 3 DEGREES 2 CONCRETE SHALL BE CLASS 8 - 3 PROFlLE GRADE OF CURBS AND GUTTERS SHALL BE LOCATED Ai THE FLOW LINE - 5" HBP ♦ IXPANSION JOINTS SHALL BE INSTAU_ED WHEN ABUTfING EXISTING CONCRETE OR FlXEO STRUCTURE EXPANSION JOINT MATERIAI SHALL BE IN THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE. o 0 0 0 0 0 o v o 0 0 0 0 o v o 0 0 0 oi GUTTER CROSS SLOPES SHALL BE��y IN/Ff WHEN DRAINING AWAY FRON CURB AND � � 4000 PSI / 28 DAY CONCRETE iIN�Ff WHEN ORAINING TOWARa CURB 8" CLASS 6 GRAVEL SUBBASE � W/ FIBER MESH REINFORCEMENT � WHEN TIE BARS ARE REQUIRED, 1HE GUTTER THICKNESS SHALL BE INCREASED TO � � � SCORE LINE 3/8' PRE-MOLDED FIBER EXPANSION iHE PAVEMENT THICKNESS T BARS SHALL BE EPDXY—COATED �4 CONFORMING TO � / � � � � � � � � � � � � � � � � � � JOINT MIN 30' SEPARAIION (CUT TOP LENGTH N 0 THE G�UTTER CED 2 FT—6 IN THEY SHALL BE INSERTED T/2 AND 1/2 ��\/\/�\�\�\/��\��\��\/��%��\��\���\//�\�\��\��\\����� COMPACTED SUBGRADE MIN. 15' SEPARATION 3/8° AND FASTEN WITH FlNISH NAILS t/ ��" � � FLEXIBLE FOR EASY REMOVAL AFTER POURING) * CONCREfE SHALL CONTAIN 1 5 POUNfIS PER CUBIC YARD APPROVED POLYPROPYLENE FlBERS � SEALANT AND HAVE A NOMINAL AGGREGAlE SIZE OF 3/g IN 6x6 Wt 4 x W1.4 WWF s ASPHALT PAVEMENT ON GRADE � �' STIFF BROOM '' FINISH A C102 NTS ����°''� o�j 24 LONG #4 GALVANIZED DOWEL - ` ry� �'Y/ �"o�>` .�:.;'`;<::�:::< '. ,.::.C'''J � „ � 3�8a WRAP ONE END WITH FELT >, � :.:::..;;. , r., 3�8 �, .:::: : ' <:',:� <;� d . , f,. •W � Y G >>'i`.s.': :i`� s • , Q . , . LEGEND :y- t•y'��. S : "', , ' � a FOR RADII >.;`.`"�, = 2 BEDDING SAND/SNOWMELT SYSTEM n = � ' ro �/ ' N o 0 0 /s a �:':<`<'�<::.>;:,. :�C� RE MECHANICAL ;;;..;;;,: �r p � O �OoOO�� oo p 8 = 1� . .. ,.' .• � 0 0 0 0 � o o� o CLASS 6 GRAVEL SUBBASE c = � /2 ►-� 0 0 0 _ � �°�j���'`>� COMPACTED SUBGRADE o - � /z'ro 2' <:;;;; 'W"—VARIABLE (SEE PLANS) � [--1 W/2 w/2 SAWCUT EXISTING ASPHALT �� � i s' TACK COAT AT CONNECTION � {.... A SLOPE 1°/FT MAX _ SLaPE 1'/�r �+nx INSTALL CONCREE BAND FLUSH � 3�as � I 3�$ � �_ }_ - - - � t'/ �LEv19LE o n 4 ��" 2w � WITI-I CXI�'TINC CR.ADE TOOL ; � SEALANT � • •• � �. 6. ;. MARK , - — — -T A � �, '' TC EX STING CROS SLOPE � � s' cu�ss s � I I—� I I—I��—�•� I—)�1=I �, 6�� MA H I S � � 'r. S�1FF BASE CaURSE _ � . .:� D � �O _ � ,` BROOM ; COMPACTED SUBGRADE� i� . , �� 6" DEPTH 4000 PSI/28 DAY CONCRETE � , FINISH , . ° ' •• , ' A ' . � � • ,r� ., WITH FIBER MESH REINFORCEMENT � SCORE 3' CONCRETE PAN ' ' : • � 6' � � � �. 4 +" �::: .. . "X6" 10 GUAGE WELDED WIRE FABRIC . .. PLAN LINE PLAN "='•"• ••�' •"��"" " '•'• ••• • • ::. PLACED 2" FROM BOTTOM OF BAND � ' ... ..... .... 6� � ... . ..... ..... � s' cv+ss s � easE couRSE�I I i i�I I I—I I I i I I I;i I I I—I I TACK COAT AT CONNECTION COMPACTED 5U6GRADE I I— � I I—I � � —I I I— CURB AND GUTTER TYPE 2 • 5" HBP ' 1' + . (SECTION IIB) 'o '• ,' '. (6„ BARRIER — 2' GUTTER) , �._,._.,.._.._.o,..._,.__.____,-_ 1 HEATED CONCRETE PAVEMENT ON GRADE LOCATED AT THE CHUTE} � °�����N� '°'����'�-� • ` •''. � a . 8�� c�ass 6 BASE COURSE OTIPNER/DEVELOPER C102 NTS CURB & GUTTER RQAD�P�tI��IN� VAIL RESORTS � CONTINUE CLASS 6 BASE COURSE DEV LOPMENT �sF�qa� FACE OF CURB �J5 S ' FROM ASPHALT ROAD SECTION UNDER E �A�9G� PER AVEMIE T �E51GN �Q�� �z 7 S �` � ,�j4 _ ° ° ° _ ° 1' CONCRETE BAND. (4" MIN. DEPTH yJ W cn E�>' �� 6 F� � — — — COMPANY curr� r� W/2 ;A c" 6. RanoWaY = UNDER CONC. BAND) cu�, s.,� / II=I II—I I I—I — AVON, COL0�0 I �—PAN LINE GRAOE I : °'• PAVENENT I I I-1 I 1=1 I I-1 I 1=I I COMPACTED SUBGRADE h— TO BE BUILT WHEN � TO BE BUILT WHEN --I ' • � SUNOT REOUERm GUIS REQUR D2, �'-6" 7 1' CONCRETE BAND ARCH1TBCt OF RSCORD � THIS AREA SHALL BE POURED MONOLITHICALLY WITH CURB AND ' j �� GUTTER AND PAID FOR AS "CONCREfE PAVEMENT" �` , �* C1OZ NTS 42�40 —FLOW LINE LOCATION WILL BE ESTABUSHED 9Y W/2 SHOWN ON PLANS � , � * : � ARCH ITECTU R E - CONSTRUCTION OF CONCRETE -II I= � � GUTTERS AT INTERSECTION � oen�er, Cobrado COMPACTm SUBGRADE' '—I I � SfRIICTURAL BNGINEER - lION60B 8 NS1fEIL BNGINESRS, INC AVON. COLORADO ( CURB IYPE 2 � (6" BARRIER) n�vsx. coLOxsno , ABS CONSULTANTS. INC SNOWMELT TUBING TYP �SECTION B) � LANDSCAPE AKCHTfECT � RE: MECHANICAL n���o � CONCRETE UNIT PAVERS ssE�nr nox�►een RE- LANDSCAPE �� 4��2, ��/Z• V�II, 2 B E D D I N G SAN D �' PEAR LAND CONSIILTANTS, n�c. CIVIL BNGINBER dc INSULATION ` c � �� ���� RE: MECHANICAL s� � " ° � 1� •� � O__� 'C t ,�. •.r o '� . �. �� . •� 4• .• :.L . A �• � �� ,_ • PROJECT N0: 20693.03 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,� ' ISSUE ISSUE ISSUE 2 HBP N0. DATE DESCRIPTION e' c�nss s 01 1_06.04 ISSUE FOR CONSTR. �n 0 0 0 0 0 .................i...... 6" CLASS 6 BASE COURSE BASE CdURSE —� . , � � � � � � . COMPACTED SUBGRADE i 'I I I—I I I�I I I� COMPACTED SUBGRADE CURB AND GUTTER TYPE 2 (SECTION IB) �� CONCRETE UNIT PAVERS ON GRADE �6" BARRIER — 1' GUTfER) i � NTS cio2 a CURBS GUTTERS CONC. PANS ` C1 p2 NTS 6" DEPTH - 4000 PSI/28 DAY CONCRETE --- �_-- - 12" DEPTH - 4000 PSI/28 DAY CONCRETE WITH FIBER MESH REINFORCEMENT WITH FIBER MESH REINFORCEMENT AT RATE 6"X6" #10 GUAGE WELDED WIRE FABRIC OF 1.5 LB./CY PLACED 2" FROM BOTTOM OF BAND CONCRETE UNIT CONCRETE UNIT PAVERS SECTION ADJACENT SECTION VARIES PAVERS SECTION ADJACENT PAVEMENT PAVEMENT/PAVERS/LANDSCAPE SECTION VARIES CONTINUE CLASS 6 BASE COURSE F�U� FLUSH FLUSH FLUSH FROM ADJACENT SECTIONS UNDER v /�\ �� . ? , r ,, ' 6"� • a i 2, ,� . 1' CONCRETE BAND. (4" MIN. DEPTH •Q ti e�.a • d• �Q, }• � �. 'r r � a . � . � , , a� UNDER CONC. BAND) , __a ,;__4,_�_______ _ ___ __ _•., ap4s c� ET ns�rs� � , :. . � _ .� , ____ � �b e :' COMPACTED SUBGRADE n 4� � � 0 0 0 o p , • COMPACTED SUBGRADE . , o 0 0 0 0 0 0 0 0 0 0 0 0 �j � ; "1 � Q� ° � C? •, • ,¢. ° Q �? �__=__ : ,. . _=-_ - - - - - - - - - � � a I�I I I-I ( I-I I I�I I I�I I I-I I � e d • v I I-I ( I-I I I-I I I-I - � _ � - �_ _ _ _ _ _ � _ - � �Q ��—� � �—� � �—� � �—� � �—� � �___ � — � �_� � �_� � �__� � � �111���=���_� � �_� � �_���_� � �_���_� � �_� � �_� � �_� � �_� � �_� � d� =1 I I=I I 1=I I I;I I I-I I I=I I I=1 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 1-1 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 -1 I I;I i ' ' '-1 I 1=1 I I-1 I I-1 I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1= ' '-� I 1=1 I I-1 I I-1 I 1=�'- ' ' �=1 I I-1 I 1=1 Vail Park & Garage I I �—� I �—I I �—� � I I -I I I—I � at Lots P-3 & J ��—���=� 1 �- — s 6" CONCRETE BAND 5 2' CONCRETE BAND r C102 NTS Ci p2 NTS � LOTS P-3 & J �p REG/sj CC�NSTRUCTION � o�Q,���T'�RyF9 DETAILS �F� C�;� �r° . . , � �? 7� o � C108 . � __ _ ..o.. o� �, _ - SIO N A�-�'� _ I � ���D`'` NTS r'� �r, �' � / � , _ � - PEAK LAND CONSULTANTS, NC. PEAK qNL ENGNEERWQ MC. 970-470-864A FAX 970�47d-8616 1000 LION'8 RIDC3E LOOP V/UL.CO 81657 alley Frame W�th &L I-3525 Type 13 Grate Frame and Grate (Inlet 2 only) (Inlets 1, 3, 4, and 5) �'' � 2-0' - A. Steps ��2" o C A. Steps ��2" o.C. 24' DIA STANDARD CAST IRON FR{WE FINISHED o c x � 2 Ton P-52 Number Req'd Var�es Number Req'd Var�es AND GRATE, LOCATION SHOWN ON PUW VIEW GRADE � � �� � SL Anchors X � X � - - ��o 0 0 �� � �� � c ADJUST TO REQUIRED GRADE WITH A � -� � _� o 0 0 0 <W A�AXII�UN OF SIX-2' 1HICK REINFORCED �° "' �M 30" x 30° x 3' � � � � � C O N C. G R A D E R I N G S S E T M N O N-S H R I N K G R O U T � \�� � Y P fO"� 4' X 2 4' X 3' `D"� 4' X 2 4° X 3• � ` ' � T R E N C H B A C K F I L L ---� _ Knockout T ical � ' io Oppos�te S�de) = Knockout (Typicai - Knockout (Typ�cal '� e `� � PRECAST CONCRETE TOP SECTION �j � � � N �i Opposite Side) °Oppos�te Sde) � � _ ��� 2�-3' DIAM. / � •���1,/� � N N N 1'-9" �' �\%� q :`�: ,� Q %�/� BOULDERS "�-t�`�.�, � � /\/ �� � � ' ' � C \'//\f r�, � 1 �i � � � . � ' � �� PRECAST REINFORCED CONCRETE �/j�/ `� • • � , � �//\ � � ,v 4' MAX 5' 2'-6" 5" � � i � � � t" i" � ' NANHOLE BARRQ PER AST61-C478 CLASS 6 � , t � � � 6" 3'-a' 6' z�-�w Z;-Ow � � d � 6 y�TM S�pS ROADBASE �/��j ���,t, . � ��; 3/4° WASHED ROCK � � �_4- s° 2•-2 s- s- z-2 s' W � � �6' O.C. �\�� � � Q , �� � � Front View 3'-z' s'-z' a > � TYP TONq1E d� qt00VE BUM RUBBER '\� �r/, -=�"� � � GASKET T4 BE USEQ ON ALL JOINTS � ,� � � \ BEDDING � '� � Side View Side View � �l, U �, � �fj zoNE �� � � c�. ��` , �\ MIRAFI 140N OR � � � \/ " �\� EQUIV. GEOFABRIC - 1' MIN. o ALL I�ANHOI.E STEP$ � 4�-O' �t 6.0 I.D. PRECAST CONCRETE BASE SECTION \`� ��j� K¢ K FINISHED � UNDISTURBED N N o `' PIPE OPENING TO BE CAST AS REQ'D SOIL /�/ �� GRADE ,. � � /, (� CJ O t� / �''t'':}:.;: .M .N o PLASTiC COATED NPVERTS EtVSiZE�V RY SEE PLAN �\j ��`�' �� � � 4�, ���/ 4° PERFORATED PVC ,��� � ' ���i\��\� �` �� �• �` �` \�'\��\��. , . v� 2�t /��/ff/f /'/��/�j�f//,//��/j�,/f /��// DRAIN TO DAYUGHT `,>, � � \/\/ f�/ �F ;::� � m t/4 O.D., ���::;>.�4,<�<.ry';: C'� � �. �"`�%: 6 MIN '::�.� "�;:, �`:::><'.� 6' 3;-4" 6"�--� f; -4--I PIPE SUBGRADE ` 1.5' SUI�IP ":: ;:,::: � ;�V ,,;;">; `�>. Plan View . <, , <� <, �,;>;;; <::::;:.<:: .< : � 00 �� < .•:>.°:;:<> (F&G Not Shown For Clarity) ��< ;>� N ab •b •b •bee5 •b �S •gd°• 0 0 0 0 0 0•0 0 0 o.e o.o 0 0 0 0 0•0 0.0 0 0 o a S.:8.. o . �.:S.• 8.• o.• 8.• 8.. �.. �. S . . . . . . . . . '!������:i:::: . •6�. COIrIPACTED SUBGRADE 6'� 3 4' OIA. CRUSHEO STONE �'�''''`��, E"' NOTES. �--� �--� � 10 CULVERT BEDDING DETAIL 11 BOULDER SLOPE DETAIL � , 1 . FINISH GRADE AND STATION/OFFSET CALLED OUT ON PLANS REFER C 3 NTS C103 NTS � °. ��� � � iQ TO MIDPOINT OF GRATE AT THE EDGE OF ASPHALT/EDGE OF PAN. 9 STORM MANHOLE "' � � 2. ALL STORM INLETS SHALL BE BUILT WITH 18" SUMP BELOW OUTLET PIPES. � � r�n� NTS �, 8 ' � � 2X3 CATCH BASIN DETAIL - VALLEY GRATE AND D&L 13525 � � C103 � � � SITE WALL RE: LANDSCAPE �,w�.;���,� 4" D�a R�ng & Cover :�. a°;r o'>��;i n,�=s3;+;�;� ;:, d�ust To Grade WATER DEPTH OWNER/DEVELOPER ALLON CAPACITY MODEL No. DIM "A" DIM °B" DIM °C" DIM "D" DIM �E'� DIM "F" WEIGHT Inle utlet 320 463-SO 4'-0' 6'-0" 2'-0" 2'-2" 3'-0" 2'-10' 7,535 -III—II ' VAIL RESORTS 4' D�a. R�ng & Cover — 500 4„3—SO 4�-0° „�—o° 2�-0° 2•-2� 3�-0° 2�—,0° ,,,63, ������;:�� - - FINISHED GRADE DEVELOPMENT >:Y{:iC�.�.f"'4'(Y"•'�' — I I—I I I—I I i<; � 754 4114-SO 4'-0" 11'-4° 2'-6" 2'-8" 4'-0" 3'-10" 14,031 � �' � COMPANY 1000 41145-SO 4'-0° 11'-0° 3'-3" 3'-5° 4'-6' 4'-4" 16,231 =' , � _ = I I I—I I I ` `, E ° � � " � -I I I=I ( I= , �" AVUN, COLORADO 1250 4115-SO 4'-0° 11'-0" 4'-0" 4'-2" 5'-0" 4'-10" 16,431 - � � _ rade Rings As Req'd � o � � � " , ` 1500 4116-SO 4'-0" 11'-0" 5'-0" 5'-2" 6'-0" 5'-10' 18,831 - 3 0 - I—I I I— `� � ; � r�]t- _ ' _ ' r � — _ _ —I » �, �soo a»�-so 4•-0° >>'-o' s'-s° s'-s° s'-e' s'-4' 2o.o3i N o -� � (—I � �-< . �� � I I I �I I I_ 6 SOLID HDPE DRAIN PIPE eacxirecr oF Rscoxn 4" D�a. Access Holes —I I I— 2000 4117-SO 4'-0' 11'-0' 6'-�" 6'-2" 7'-0' 6�-10° 21,231 ^<` � ' 42�40 , � `` � 2soo s�2ss-so s'-o" �2'-s" 4'-s" 4'-s" s'-o" 5'-�0' 24,52s 2/3 �engt 1/3 Lengt I I (— I I- °' ' —I I _ CONNECT SITE WALL FND. DRAIN 3000 61267-SO 6'-0" 12'-6" 5'-6° 5'-8" 7'-0° 6'-10° 27,454 Inlet Pip Grout All Aroun � 1.Oq MIN. USING �Z��X6�� PVC WYE FITTING A R C H I T E C T U R E ' 3500 11125-SO 11'-0" 12'-0" 3'-8" 3"-10" 5'-0" 4'-10" 29,521 Slot For Baffl � a • Denv�er. Cobrodo 5000 11175-SO 11'-0" 17'-0° 3'-8" 3'-10" 5'-0" 4'-10' 37,702 � `'` � < . ` ' , � Elevation View , �, - �<. S1'RIICTIJRAL SNGINEER - 5500 11176-SO 11'-0' 17'-0" 4'-0" 4'-2° 5'-9" 5'-7" 40,964 routing Around All Pipes & ' 1tONROB 8 NSREIL ENGIIdEBRS, WC � Biockouts By Contractor AVON. COLORADO . 6000 11195-S4 11'-0" 19'-0" 4'-0� 4'-2" 5'-9" 5�-7" 44,462 SECTION NBP SNGINBERS � �000 >>zzs-so ii'-o' z2'-o° 4'-0° a'-2' s'-o' 4'-io' 4s.ss3 + � 12" STORM SEWER MAINLINE "D Cer,°v�c i.o�x,sno� . s000 ��226-50 �7'-0' 22'-0" 4'-6" 4'-8" 5'-9" 5'-7" 49.70$ Q �ot For Baffle 6" DIA. PERFORATED DRAIN PIPE �x�scsps s�tcerrEC'c 9000 11276-SO 11'-0" 27'-0" 4'-0° 4'-2" 5'-9" 5'-7" 58,451 utlet Pipe ' D�a Vent Hole (Opt�onal) CONNECT TO 6�� SOLID HDPE D�1VSR,�RADO i0000 i�2s6-so i�•-o- 2s'-o° 4'-s' a�-a- 5'-s° 5'-�° si,s4s recast Baffle RE: LANDSCAPE sse�mr noxwexn 11000 11348-SO 11'-0" 34'-0" 4'-0" 4'-2" 5'-9" 5'-7" 7�.692 v�II„ COIARADO PEA GRAVEL lear Access Openings RE: LANDSCAPE C7oIL SNGiNBER dc SURVS7fOR PEAK LAND CONSIILTANTS. INC. . . Q FILTER FABRIC van, coi.oxano � RE: LANDSCAPE � Retain�ng Baffl 13 SITE RETAINING WALL FOUNDATION DRAIN CONNECTION PROJECT N0: 20693.03 ISSUE ISSUE ISSUE 12 SAND-OIL INTERCEPT�R ;m �Bp C103 NTS NO_ DATE DESCRIPTION C103 NTS Iso View Plan View 01 1.06.04 ISSUE FOR CONSTR. For Reference Oniy ='I�� - f PLAN VIEW DISPERSE LARCE ROqCS IN THIS ZONE PRONDm ROCKS DO NOT INTERFERE NATH pISPERSE LARCE ROCKS IN iH15 ZONE BAqC FILL COMPACTION REOUIREAIENTS PROVIDED ROqCS DO NOT MTERFERE MATH BOULDERS GREATER 7HAN 18 INCHES TO BE REMOVED BACK FILL COMPACTION REOIIIREAlENTS FROM BACK FlLL AND DISPOSED OF OFF SITE BOULDERS GREATER THAN 78" TO BE REMOVED � FROM BApC FILL AND DISPOSED OF OFF SITE SEWER LJNE NO ROCK ALLOWED CREATER THAN 6 INCHES �� , NO ROCK ALLOWED GREAiER THAN 6� �2° �� � � � , ��W —" � SEE SPEC�FICAT10N5 FOR �� —�, COMPACTION REW�REMENTS � 12 '�y SFF SPFl7FlCAT1[INS F(1R \ _ _ VARIES dt , �'i� 7REPIGH BAGK FlLL COMPACTION RE�UIREMENTS � ���BACK FILL — SPRING LINE � aP+� v,qPo� / 22-1/2'LONC FACTORY WYE RADiUS BEND (SEE PAGE 29 FOR OESCRIPTION) �2� �' OR 45'BEND � � � � 12' .\� . n. NO R�IC AIIOWED ;'``i' . � , r�,� � GREATER THAN 6 INCHES �, BEDDINC ZONE NO ROCK ALLOWED "' ' STUB OUT APPLICATIONS(NO CLEAN OUT) � • .� `�—INSTALLED AT iliE END OF STUBOUL / �e r r SEE BELOW GREATER TFi.4N 6� \'G.} M BSEEIN E ZOOYNE PIPE SUB GRADE. STABIIJZATION � ' w���i IAATERIAL IF REQUIRED J'� � PIPE SUB GRADE,STABIUZATION '' ' CENTER OF WYE BRANCH MATERIAL IF REQUIRED �� a,`� TO BE PLACED IN UPPER THIRD OF SEwFR MAiN � LOCATION iAPE TO BE PIACED 24' ABOVE THE i0P OF PIPE OR PROPERiY LINE LOCATION TAPE TO BE TRENCH ZONES HIGHEST PROTRUSION �� �� �� �� �� �� � auceo z+" neove LOCATION TAPE TO BE TRENCH ZONES 3'-0' PIPE OR ANY NIN PROTRUSION PI E�OR 2ANYABOVE \�\ 6'STEEL FENCE POST- PAINT TOP 1' OF POST GREEN PROTRUSION \'PERMA-JOINT' STOP OR EQUAL- �y ET D=IYB� 6 f00T STEEL FENCE POST AT END Of 60�t � �'{� L1NE TO 4 FEET ABOVE GROUND- � � �(_ \ � PAINTED GREEN 4� ` ` �t�'�+, '"✓ � `TRENCH BACK FILL !� `TRENCH BACK FlLL-� '� �—J ��3 SECTIONAL VIEW /,�i R � y�, ^ ./� '/``y�"/!T� �� \ 2. J A�ffi.ri.�li�a., •ik~i��r ' Z Q �0•r.r1�if�M +.rt,.. ��� Z O � ~ r � � U' ;5 � ',� •�..d°'4^�•��:•1 r N— `�SS,t����T. a���'„''.;��'1 N � LOCATION 7APE TO BE PLACE 3M LOCA7ING DISK —�' COMPACTED BEDDING �''-;•` +i.� �• =• ' �'; � �� COMPACTED '`�,��' 'r'.t '•�'"' 'ry';,'r � ^ � ' � Q PLACE� 24' ABOVE SERVICE LINE-SEE SPEqFICAilONS APPROX 1 F00T ABOVE SERVICE � IAATERIAL � :°," 'iJ,�,� BmDING � "r'` � ,� � PIPE OR ANY � / END BUT DO NOT BURY AT 4• ,'+.�•� O,,z'• GRADE 1 4 INCH PER F00T MIN 3 4 't� ' 'S ��'� ` Jwp,S� ;. . IAATERIAL „'Q.t� �. . (�, PROTRUSION A DEPTH OF MORE THAN 4' .,Q �.,,'„"' BEDDING . .q" �.',.� BEDDING � hj� 120' 3' MIN / �w+p„�. .,:.,'r\ ZONE \ ;4l�' ,,•••^' zONE �� ��y-` �•( �i:v � �-'��{' `.�},`;,:;' •°v':� \ +, , 9 }, � f—FLOw UNDISTURBED � ;:+,,' • •'y {a•, \ UNDISiURBED ����,•,t „�r+,'�� � � P��,� ��� ���,�,�.; •��_�, �, �� ��r�,r,�;��oti.�: .�,"�.�„ Vail Park & Garage OR PLUG '�t '� •'+ `% �h� •4S�� t���r �,� ^`.�`,,,;.�S9 pt7', 30• . �. { � y,� ����� � `" y �'� ` �,✓.�r `��% at Lots P-3 & J - -— SPRING LINE // PIPE SUB GRADE 1/4 O.D., / 16±MIN• MIN. MIN. F'� MIN. PIPE SUB GRADE PIPE BEDDING ZONE PIPE BEDDING ZONE ��EAGLE R�TAiIOM Aq57RICT ���Po SANITATION�DISTPoCT ��� SANTAlION D SiPoCT _ SE�n� LOTS P-3 & d GENERAL NOTE SEWER SERVICE 1 MMIMUM SEPARA710N BETWEEN CONNECTION SEWER PIPE BEDDING WAIER PIPE BEDDING TAPS SHALL BE 18 MCHES. NONE o��3-1-00 � NONE ���.3—�-00 S� NONE o��3-1-00 Wsia+s 12-31-02 �r+soNS 12/31/Ol a�nsioNS 12-31-01 s—,o S—» .���: CONST-REV 2002 '"—" NSTR CTION ` APPRO�ED CONST. REV-2002 r�oveo-CONST.-REV 20�2 Sewer Specifications 58 Sewer Speci�cations 59 c�en9\rdaepeca\watx3 Water Specifications 77 DETAILS __ o�QOO.........<o C 109 i- � � TpR/,�,q��� � „ •�- � ,�� o�Q �� s � - U �� �f� , w _ : _ z �-.�� , ��? J' a� ��, ' N�� , , 'SS�O���` � � � _ ��� � `� � , ,�� a ,- ,_ , , , ,� - - �, �'. � � ��� e � _ ��o � � - - =.��ll ENGINEERING .1= �, ��;�'" ��`�� �--� C�:' � � �:a , � 5855 WADSWORTH BYPASS,SU(TE 100 � .� ARVADA,COLORADO 80003 .y W ;p UNDERDRAIN NOTES PH.(303)423-6036 fAX(30�46T-9438 .�� ,�y� �o.o � oF 4' csoo, c�►ss �so �- •- EXTENDm THROUGH FOOTING •,s+�r •.. � ��. (nr�. FOR ALL TEES THROUGH FOOIINGS) 1. THIS DESIGN IS IN ACCORDANCE WITH THE PERMANENT DEWATERING ANALYSIS PERFORMED 0�'� Q4� _ BY JEHN WATER CONSULTANTS, INC. THE DEWATERING SYSTEM IS DESIGNED UNDER THE =°---- -= WATER MODELING PARAMETERS AND FLOW RATES PROVIDED BY JEHN WATER CONSULTANTS. - "_-��-- _- =-=__ ING (REFERENCE JWC, INC. MEMO DATED NOVEMBER 21� 2003 AND JANUARY 6, 2004) , _ _ -- _--________ �,�Nv �'�� 2. ALL UNDERDRAIN ELEVATIONS SHOWN ON THIS PLAN USE THE SAME BENCHMARK AS THE � _ , � o�_=-____ STRUCTURAL PLANS. _- r 1 � s _ , _ - �..� LEG EN D ��__RE��Et�e�--�iv��_ ____`"� _ �.-, NORTH WALL 3 i � FOR LAYOUT THESE �� --w-�� SECTION C L104 - �-, �_ , �� �� � CONCRETE UNIT PAVERS - AREAS � `��'��,�---- __ _ i " �� � PATfERN A 3/L103 ALIGN STONE WALL �� � - _ i ..� ,; __ S TO BACK OF CURB �.� - � _ _ PLANTING BED WIDTH 2' MIN. ;� �-, (TYP.) ; / .. f ,� CONCRETE UNIT PAVERS - � �- . . ; , �/� PAITERN B 4/L103 6 `" � 2 - _ _ _ � � 1 L103 WALL �- SECTION B L104 A �-� " • ` ' - � � fr f�.l.. ....s,\ ��y +`"8"`� �����w``\, � e CONCRETE CURB AND � EXISTING TR���._TO REMAIN GO Q CON�f�.E STEPS 3 I - - ;t � _•� �-� ��-- GUTTER, RE: CIVIL � � E C �ND HANDI�AIL„ L105 � ;' �� `°�� ! T,}. `r + � EEK �-� ... _ A'���` � GUARDRAIL, RE: ARCH DRI V � _ I � W . -�_ � E , ,�____ � S ECTI O N LI N E �"��"���-... `�� �`� %'f�'� �� ���.� , N 0 RTH WALL 1 � {f � � __ _ ��';.� ��' ��%� � `-, SECTION A L104 :s' w ��}� }f c �� � ._. ��; ��; {�f �f �"� �,� ; .� `_.� -�- O � �.,. �' :r'�� � ��'' j'`� ' f, f` . `'�`�` �_ __ �,---�_"'.... -- � � w -�-__._�..� �� 'F i+�.}/ , .;f''. "'" _" '^ ... _:....�-° `����~ � � �.�.._"_�.�._--�____ _ � '� �"� �/� .i '� /,��j� G UAR D RAI L '- - - _ � -� ----... �, .PT'� /, - _ _ T � � � - �, �� '' �� ' �` {` --_ RE: ARCH - - _ _ _ _ � V f %; ,...._:��.. � � � r�'� .P7•'t �� - - - - - j "' :�._::uM,i�c>;::'U��3p:'o"+�;cr�BiTc:�.::� /� /' �J', o�eah:� ♦ f � ~ - �aY:;ie ��.gs'�j"2: ��` - 4 - ,�;<.;.�<... .��N;:�::rH �- TE TA S H EET L 1 � 1 CONCREf STEPS ,� ���-�� ��-����� �' '` DINA BLE ' '�� 0 0 R � /';:� �'� a�.:..,. a..0.::�k,s,:r . ... , C ,._� °„ �,,,t�, .� ";:. ,,': ,:: L105 AT WEST ENTRANCE ; ��� �n��F' >�c.n:.:.�,..,:c,�.��o� , . : - ���.. Q� f �'" `/ \';'o ` x �..`.r;�,�,� ./ . � i �/ �G . ^'�-v �� �� `9�V +J /� � ,L�l{h �µ�"qs POINT NORTHING EASTING DESCRIPTION ' `f, -�- y����" , :;�T � ` � `�/ ��� ,:�;, �" i�."'. k°!`'3� �� v y'i:a. �i.'�L / `J3'�� y���<';�`��. � /� � .\�� .a..,y� '..�i.. �\i�f , j�K' ::.�:..`�.. �.,` a.. f :,• �� •���•,�'�' �,`,. ''` `TV 1 Y :'G�� ;,,<'`'@;. `'•�r'�!�',�'�� ;��; ���` ��:� .;�� ��%."��"..,. ,Y;., a3.:�N_ /.' ,u',.' %'�.¢ j '�n . :.'���'e\` .V;'"L�a... .:c`"� F /f «�.:�:::,.�,::'�•:��`:i %Y`.': .�.' V<���" �S.� .�.. •�. '�: ��:: �,.:i<.:.,:::�j �'{Y'Y/�. 6 t ;��`' � `\,' �:�., / ...�•::;-y�,: F� STONE T112 'L� ,... �;. :�:�f4::;�`.:�, 101 NOT USED ` t .' .o ..;� '.,` :�.;j�. ;.;., ..�>�. x.�..i., .:r.,.,. _r,... •�'a:/,. ,,:3� ,,a,a �w.. a 3? f:,:".:: '';�� �.%,�. ``; ..,�`.�A,_ j' /�,�'` f..:,..i. . �� ^` .\':�' � f��F.,:1...: ' `�:/ �.�.r F ,7 `;C.:.. %� /`� 'jf.';�,�': .^7'%,6:r 'C, ?'.ut::>. r ��.��,"'�'.'.'.,'.'-'_�...zi.'k:s;j. L103 WALL ,� �.��.��� ��: , n:=.- ���.�.; �:� 78.52 5.12 EDGE OF PAVERS � `� "� �-, ��' � �'� 102 16600 275567 <.���' ', : "/ �;;�<��;f ,,::� ,f_-,;^>s,�,,.t �.•..: 'r:v.s:t, ;/: ,x:iw:G>:�<.;:..' e \; 4>�__�:.tii ` . I � .f `f,: ��-< ';' �� PT114� ��� f' %' v�::�z, ��°9w:=::.�._� 103 1660094.56 2755668.78 EDGE OF PAVERS �--� �- � � / ,�"''�. �.� .�' `;�> .L ,Q f� �;„wy '",: ��;r .>,:�� .�t CONCRETE UNIT ��: : �,.4�fr:..r;;;�n:..:�'. �,• � �.., f,, f PT115 ; , � " oa3./,.ss.«;;3„� l` 104 1660103.03 2755680.16 EDGE OF PAVERS C� CORNER ' ` � ° ' °�`` �� 2 CONCRETE UNIT F � �� � L103 ``" i•�� � ? �. �:s PAVERS ON GRADE ` '�y`�v'f�"' - � OF COLUMN F q � _ ' �` `� "��`��f�� h=s',�.,F .::«7 ..��. 3 :� ���' � C-1006 �- ��`��,� L103 PAVERS ON GRADE ; �3 •` '� � �������, �c �o_o>s ���. ' � ���� � - _ ���` ��� ': �n ; - _ r ��: , �� '� ��,.q �� , l �y>„_f'l�� 105 1660120.15 2755684.52 EDGE OF PAVERS � CORNER . ���.;��; t � �: Yh OF COLUMN f �x �r{ � � �� c�� '_. PT109- ' COLORED C�i��€-P-�uE.�EIy.T�. _ _ _ _ _ - - - - T110 �'`'� CONCRETE CURB AND �,-�,•� � ��'�:;�,:z:; o RE: ;�, �. a a� �� 106 1660150.71 2755688.50 EDGE OF PAVERS GUTTER, RE: CIVIL '�� ""' ��� � � �� �° � c-�oo5 � ' . �/'� , �� � 1 (17 1 66(1159 d1 77��i�i4� (14 Ff�(�F (7F PAVFRS Ca� C:nRNFR Q ��•--',�.;__�� Z �;f� . , a'" �Q� -'" �' ��. � � .- °.�.,.PTI08 GU�.RDR�.IL (TYr'.� V 1 OF NORTH WALL �; ; �- `,,, ~;,y }/'� � ;3� , ,.� PT116 �� � � �� - 6 BEGIN OF STONE WALL % c-�oo4 RE: ARCH " 108 1660156.51 2755712. 6 MILL CREEK COURT BLDG ' ��•�> `T �, � �` , ` � ,,�' �''' PT�'06 __ - F...� o� CENTERLINE '`` `�' ` � �� " �' - - " -� ` -_ � .. � :�¢ f c-�o�o y�., �: M--� `:� i r 109 1660158.48 2755720.03 STONE WALL CENTERLINE �,., �;,�-,�` -� _ � - � '�:r' % _ �. - �--- - -.. _.. __._._ _ � ,_ ._._ _ _ _----- "� 1 10 1660151 .73 2755731 .53 END OF STONE WALL F�� '`'�^�'"`'r�� � , ' ' GUARDRAIL _ } � � � f,,'" V �Y , �, 5 FLAGSTONE , % RE: ARCH , ' ' , � , CENTERLINE � z� L103 PATH = 1 ' � ,,�� W :� . � - - t � �„ C=1003 --' s 111 1660165.00 2755718.60 BEGIN OF STONE WALL L105 TYP. ` \ ' / _ ;� � %� ' ' �� _--- - " �� " _ -- } � i � CENTERLINE \ ''J �'`- �° , � - _ - 'y� � � PT12 4 WEST WALL �� - - ` `, � 112 1660163.31 2755707.30 STONE WALL CENTERLINE TRANSITION TO CONCRETE _ °� • � ' ' L104 SECTION PARA�ET/SCREEN { �� 113 1660166.85 2755693.31 STONE WALL CENTERLINE CURB, RE: CIVIL j /. �f ,° � � f ;�.:.��'�`�,; �'T105 111�ALL, RE: ARCH j � 1 14 1660163.38 2755685.55 END OF STONE WALL � ,,. , , �. .�� _ --� - � i f \� ?. i t CENTERLINE AT GRADE TRANSITION, f � ,.:��;;;-i�" �` ,` - ; 0 2 BENCH PT118 �-` '* " � __ .� - - � � �� ALIGN WALK TO BLDG 1 15 1660161 .38 2755685.30 EDGE OF PAVERS C�? CORNER RE: CIVIL F� /;-'"�` ��, :�`��` �� ,' L105 TYP OF 2 r�f�+� � �-.,, ,, ; � COLUMN FACE �� �� � ! OF NORTH WALL ` / ' � , �' � f�" ''` ` { c � , , , OWNER/DEVELOPER 2 , �__�. .. y° � a *�'l ....-,F-" '- � v 1 16 1660150.48 2755682.51 EDGE OF PAVERS , � y �'' � . _ q c-�o� � , : � ,. .�� °�;;��,$ __ ... .�--- , � , ; VAIL RESORTS 117 NOTE USED L103 PAVERS ON GRADE t � _ , � , ,t��� O � °�:� �� '����� - - � ,._ .M. -- _ ; ,� �� ._ ��=��, \F �' ., � � � �}� , � PT121 ,� � ' "�� � i PARKING AREA -- -- � ;; � DEVELOPMENT 1 18 1660120.75 2755678.28 EDGE OF PAVERS / �.__ ; j � " ` f ' ; , , - 119 1660103.83 2755665.83 EDGE OF PAVERS ` � ; *� �. .. �,• �;?,'� � RE: CIVIL t= i, _.� -�` _{ COMPANY - S � � = ����, ;� �� �, � � i �_� �- VI LLA 120 1660101 .61 2755643.40 EDGE OF PAVERS --�-- -y � �, �- - � � .- � - - . AVON, COLORADO �`=�.. I`'..1%"',.• T': -%-�i� � � r i.�--�� � ��..._ •./• � i `( j f ��Qf .�, _,,.f�. - 1 ��. 121 1660109.09 2755636.47 END OF PATH CENTERLINE , � ;�� � ` %" �� c � PT11 �'� �� �� ' _ _ - �~ " =;..� T VALHALL� , � ��`� ,�..` � ; ;: : 122 16601 11 .68 2755631 .90 CENTER OF BOULDER � ` � � ` � � � - � ^ �� �'' *�• f �( ♦ '� !� ' T120 Ci�1 0�2 � � f , � --4,�� 5 1 � � li rs` '' �,.%`-( �� /� w� ARCHITECT OF RECORD ,,,�. '`� � �� , i `_�� ` �`' ' � 123 1660130.04 2755646.77 MID PT OF PATH CENTERLINE �'"�� � '� � � �; ' `` r a ' i ° � . � • , . ,� ....�fF �. �. ,k , �',,�,; � : ; , 42 40 t":� . :�� . :�� f... . �'. `� �� � _a : I w,. � . { ,` x' , � C-1OOZ '�#-� {'' r S� _ � ' ���" �� �f ;�� �'�- ` i , ?�� �• .�' ��' � .�' �, r;�i; .r ' :�; ..�' f` *_.,;,'� j.. jA, ...,. i,, ., ! ! '! `""��� I ..,.� -° "" , \ /�r`� e � ,k�: .' , ,��� ,; ��:� , r� ,�` �1 �, f , M- } ; ;��= ._� � ARCHITECTURE !� ., , t f *� �`: � f .', •.` .. f F `', � / �� i j � ^ � . t i" �� `�`.°': y j � ��'y` % �/ ♦/'. .� `� '>;: � .. / 9 , ,,.,r^, � ` r,�'�r'� ��/�j} / �,,�` � �F '7��'�/ `� f �� '�~`�� BUILDING �� � -� ' O i� .-�'f Denver, Colorado .i ,i::, f' . �,f.n, � :.::;�1 a::�, ��•.. /°`� y` �• f "`�- � 1 �t� � � '� ' '` � `�r `�' '�^�.� RE• ARCH � "� i � � "'�� STRUCTURAL ENGINEER ; � ,.i'+ k` � �``��-J ��� ?,�A • � �' � ; MONROE & NEWELL ENGINEERS, INC ;� f y f. '�, ,,. `�.. � l< .•.. '��. ,,,, ...- -" ` i �J I~ `� ,, i AVON. COLORADO •,� •`� i`� �i } _ _ ._ ; °•� } ; ,1 ; - � i'� ':"r.` .,` �• ..il,J t A�' C��OO 1 !' �' � � � ...- ... `" t t i � i } ° ,�.___...� MEP ENGINEERS - CO ETE BAN D '� �'�" � 'r �� F �- '`_ ' s^, } ./; , t'� ABS CONSULTANTS, INC CURVE DATA SHEET L101 , �� � , � �� � � _ i _�. r- ��-=��� � TRA I O N TO C U R B `'� '' ' '�f - 1 . ���.�r- �� DENVER, coLORnno `, �` ,/ / / �k "1�_'"Y "T LANDSCAPE ARCHITECT l °\Z YPENK ASSOCIATES * ARC LENGTH A GUTTER, RE: CIVIL !�" � �t' F =����f� � � �� � �-°' PVMT. RE: ARCH � ; � �, DENVER �oLa�o N0. BEGIN END DELTA RADIUS ' ' �� .' , , ` � THIS AREA E _ _ -- - � � � ,- � ',�;� l';'� `.°'. � � .', , , _ Y � - C1001 102 103 68d49 15 18'-4" "�5' '` � ' �f � � ` F�� E ; CONCREfE CURB AND . '� t CIVIL ENGINEER �:'` � ` {! � ` }� ' ,; ,�. '�� /" ALPINE ENGINEERING, INC. C1002 103 104 85d36' 10 15'-7" GUTfER, RE: CIVIL ` , �°' �' , ' Y�� �t �`��� ;���� � CONCRETE UNIT PAVERS� _ _ -� � X-. ���� �;� ;�,. ':. b�,. ,� ;`,` ` .., , ' �,;, L103 ON STRUCTURE - 2�^�_..�, � �ti�..�t�.. V� SUR�R > > �� `f� ` STR U CTU R E WALL, i r '-��' ` ��`` :.�E �' �-- PEAK LAND CONSULTANT, INC , •, • \ { i 3.,C�} ,•s \ VAIL, COLORADO C 1 0 0 3 1 0 5 1 0 6 2 2 d 1 8 8 1 3 1 -7 S T O R M S E W E R I N L E T, ',:;,; ;`_ � , , , �, .f ; r��'� C1004 106 107 60d54' 10 10'-4" TYP, RE: CIVIL ` �`{ '�� ����, } _ _ __ - RE: STRUCTURAL ` `� ±Y '',;``, ,, f �%F! ' ; i \` ,. t>. C1005 108 109 19d17' 23 7'_8» � � � �`° M1 �' . •�� - - � � � \ ' ; �F, .. �,`- ��' fY � � `.,; -;�,:z �� ; -�`,' f �` O �.. �i i --; i e � re � '.. i•. ',_.. ' ,A , _� � , `"_ �` ` { C1006 109 110 108d36 8 15 -6 „_-. ���. ' � ,. 'Q//A',/� ,�% �� +, ° ' _ "; �"•\{ ri`" PROJECT NO 20693.03 � • I/_• O i , b_�� i_•-•.�,ri., ��M "`��� � � , ,�-�- `�=;,;- � --., ISSUE ISSUE ISSUE C 1007 111 112 54d48' 12 12' ..--�'" `°� �*` � � , . � � �� �� �' ` � � l `�'"'"� NO DATE DESCRIPTION 56d40' 9 8'-10" ��E9 �� ``� � � C 1008 113 114 '�� ; � �. , � �y�'f ' �' _ ; �` ; '; _ „i,9io3 ISSUE FOR DRB C1009 115 116 30d33' 21 11 '-5" --� � �' , F ' -_ �� Y ` ' ' .�� .` � �� ; M � � �� ,% � � • C,� ',.., ' ; } 1 ; t C1010 116 118 23d49' 73 30'-3" ` � /�% , /� i , `�, ; � J/,r` �, ,', � \ i �/ t\� /� jr C1011 115 116 27d42' 44 21 '-3" -' I � `` _ _ - - , ` `� PARKING GATE, �. ��;.- �_.-, j C 1012 119 120 72d36' 19 24' � • - �" � � _ _ - • ' '�� ., � �;1. � � RE: ARCH. �' �' `"_' > > » � . O �� . .�' �� �� t : �� �, C 1013 120 124 22d49 39 15 -5 �..� �/��`. . " ���...�_,r•.... � - - , ;K� ._.��_;�f ;,. �. f �%I , Y. :`,,�i ,1 .� ;i �,{\ (*) RADII SHOWN ARE THE CLOSEST EVEN NUMBER IN FEEf. � ' v �, � 1. � � �� �r �`� \ � 2 t <a,` j..� E \` / ,` k �C 1.....� G .,...� `.Y ,, � ; � �r-.�� j .._...\....♦ , i �;� , � � � .� �:., ; r`�` . � / •, ` \ � `� , , ; �• `. ,� � .\ � ` � ` �� �\ � + i �-f Z : t 2 _% '';�--�v'��f � .x/� � �\ � � � .�' '} ; ' ` REFERENCE CIVIL FOR '�. � �� ;' '.! ' t .� `; , LAYOUT THESE AREAS �'�, � � . ' � _. - -� _ �-_".�'- ; '� r;�-�✓'�`� ;�� GENERAL LANDSCAPE NOTES � � � �� � --� ��� � � �-� � i . TRANSITION TO CONCRETE \� . • �.� "f � [� ,�- � ' `` " �`.r `" ` �\ i '..l' - t � � CURB. RE: CIVIL �. � �`,,�, \��._. � , � . ,`_..%:__ ., ; f,,,�.. ; ,.. 1 . CONTR�CTOR SHALL INSURE THAT lAYOUT f�ND STAKING OF ALL IMPROVEMENT� � '�.,-, � \ ,:'�' � �.�,r�-- - �,� �;- � '-�\ BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. �� '� �' " y' `•�'��" " � CONCRETE BAND, RE: CIVIL �`� '� �- �'�� .�-�."------����"-� ' �`` ' ` � % ` CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE BASE INFORMATION TO ' ��� � - ~ } ` �` J�� `� � �? } � � , � , , ,\ , , _, ~���J'; , �: t f THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION PRIOR TO �. ��., � . ' ,', '' i ::3 �,. ��-. ., _-�� COMMENCING WITH THE WORK. NOTIFICATION OF REQUEST FOR FIELD REVIEW �';� SUBGRADE LIMIT OF '�, ,� . � ,. , �`� ,. ', w .y Y SHALL BE MADE A MINIMUM OF 72 HOURS IN ADVANCE. t ��`� '�� '� ���''���...�- - �.� ` `�� ` �--�--��' % � PARKING STRUCTURE • �� , V_ _ - _ _ . i, .� =, t '�� � ` , ___--- � , -� ; ; � . ��. ,. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS `.� CONCRETE DRAIN ��. J , •�' . - � . � � ° " � �' ��" . ;`-�-� `.�-�; , _ ,---�; �`��--f DESIGNED WHEN IT IS OBVIOUS THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS � PAN, RE: CIVIL �" ' :', `} >� ' , . � AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN 2 �=` ��- - __ _ �_ '� �____ - " ; .� o �"" t �'� LL DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE L103 PAVERS ON GRADE � �� � _ '_� ^ � ��","``�.�, \� '� i G�RE �gFE% DftIVE --�nJ ATTENTION OF THE OWNER'S REPRESENTATIVE FOR DECISION. THE CONTRACTOR � '�,. i` ,_..� '�., � ����;� SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS AND ' ���. �'�, `�-- ,''� g° REPAIRS DUE TO FAILURE TO GIVE SUCH NOTIFICATION AT NO ADDITIONAL ; \'� ` ' ��`L� Q� � ; COST TO OWNER. `z �� F�...� �,-=`. ��� � Q p p 3. CONTRACTOR SHALL OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO �1 � �~� ,� ^ f� � � a ❑ REMOVAL OF ANY OBSTRUCTION INTERFERING WITH PROPOSED IMPROVEMENTS. �, CHRISTIANIA �� � ` , � `�o , 1� AT VAI L �' ~ � �- �� ,_ .�� � �� 4. CONTRACTOR SHALL PRESENT FOR AUTHORIZATION TO THE OWNER S s� �� REPRESENTATIVE ANY PRUNING, PLANT REMOVAL, OR OTHER IANDSCAPE ��� �' ,� �� MAINTENANCE DEEMED NECESSARY FOR THE CONSTRUCTION OF PROPOSED � , .� ''���.�,,� P-3 & d Park & Garage IMPROVEMENTS PRIOR TO COMMENCING WITH WORK. � ;' �°`� 1 5, CONTRACTOR TO INSURE THAT TOPSOIL SHALL BE SALVAGED AND NOT `; � � REMOVED FROM THE SITE. TOPSOIL AND OVERBURDEN SHALL BE SEGREGATED � � ��� � AND STOCKPILED SEPARATELY IN A LOCATION TO BE DETERMINED BY OWNER'S � , ' � 1'"` - REPRESENTATIVE. SUITABLE OVERBURDEN AND THEN TOPSOIL SHALL BE � (� � � � � � �� ,� � �� LOTS P-3 & J - REDISTRIBUTED WITHIN THE GRADED AREA AFT'ER ROUGH GRADING TO PROVIDE 1 � ' ' - -__ ,__ � .. . - A SUITABLE BASE FOR AREAS WHICH WILL BE VEGETATED. CONTRACTOR SHALL ` �' � PROTECT STOCKPILE AREAS WITH PROPER SEDIMENTATION AND EROSION � � " ; SITE LAYOUT CONTROL PRACTICES. ` � � `{ 6. CONTRACTOR SHALL INSURE THAT ANY AREAS NOT REQUIRING GRADING BE 't � � �T' P�N �EFT UNDISTURBED. CONTRACTOR SHALL AVOID THESE AREAS AND PRESERVE l� � THE EXISTING VEGETATION. = L101 SCALE 1" - 10'-0" / � {--��� — ���. t _ ` � `� `� �'��-- -� � .�... �- ' - _� � `-, � f __ _�-- _.,_.._..,�_ __ �- ............__ �.-, � ' �'�" ^ "", ..,...'""`^...-..... ,,,... .,.�'1 � .. I if ..'��,�........ ..... ..... .. ' {f �^1 ... {f L E G E N D `�� � �~� � _ � � ` -- ; �.-� ��-� , ____ � #; � !� *'` �� � CONCRETE UNIT PAVERS - �� _ � - - � ` ` '�--,- �_- _ -/_ - �l. � '�. `� '_�� ` _ � � � ` PATfERN A 3/L103 . �, '-- `-� `� ' � s .,� �-,� �J � � .�.. --... � - ' �'` ����`�����..CONCRETE UNIT PAVERS - �j ~ �`�M.` I � ORE `� � ft _ / PATT��N B 4/L103 CRE �� ��"~`~�--- . � ` _ , � EK � w _,,, D��� E � 1R ���~� ' � _, , � ,...�� .� . `��t .., f <, �l ��~� ��� 1 V O�o o �� „+�y�,l..� �� K I ff � ...r �� ��� .� EXISTING TREES TO REN��1N ' <� ; �- � �,o' ��. TW=8189.00 '`~������ ` µ �_ ..�.. --- O ., �� � � f1 ..,.�-.......-..�"' N _~���-�°� - - __ _ � �,...�° � TW=8186.00 � � -,�,' �__ ___ .�.� ---- --� F-�-� � - ---_ .� �,, / ... `�_;_ _ _ � ------y- __.� �.______ � ,, r TW=8186.00 - - _ _ _ � 1 W' ' , �''>' -. — � ^�-- -____... ___ �'" / TW=8180.00 _ r',= `- _ v ; � f' // TW-8180.00 ;�v,� � - - - - - - - - - - t ~� ' ' - . > �ai�r�o3;�:`�+x.��c�.v :?;;h;,i��,�., � / �-.- / ,.;i,.•`��'„���. .::>'��.'�'�\ � � ^ y ��ni<�^`�'r' '�1r:<,� ��. ��.:�� f , ,�;� :�:::::::..� TW=8180.00 t s:. �._ ,,�.,.:� `�ST�� : � �-�, ..���<;i�:z�::� . � ` ... ..�. ��;";, .::�?.;�<. f �.�,,; f �� 'xx��,�.n„`\\`\" / z ��.':�<?g ,�� �`> ,. F a ���, 1 • ,�3<�F�:,, Y``2�:'�t<< { '`,��, '�'e..iti\�u\.a��:�°.`�"� `� sl !,t ::z>y::.';.., `^.�:`:>:; TW=8184.00 �� � �"� �, .f .,�:<:.;�,G,`, �<:�. :.> _... ':a. ��•.� . ,:;�.,•, r :.:'' �:.::: '��. . � �,.,., ``�•�' '.�. ";:.>„>.. ,�. °�>•... �"`;��.�.� -;�:.k:,. � .. - _� �.>� �`:v::.. .� s:�:.. ��" �;..: { nG�y'. N i"i.:`. h� N�� f'.'2�.��;.: \��.. ,>.' '``?';.:v.�{��r�r �Yt' � C� '�'G'i"� l.t l,j." f ��b �\'�\�y ^Ji° � �1(/'��" .V 1 Y'l�`J���'.�,�;; � \ v ,f..Vf� �....' � '�::r. r�µ'�.'� `'S."%'.p �`�,r J�' ,,:�� ✓ /,'.v�.�.,!' N"N,.' �.:._"�i�..6.,�.v�^� -� �ya,i•�: I'�;��YV�" f <:-:•::, >y�?«v{.,���;>.' $'i � .��,.�"�... �;:�.�v..,. .,,�,� i �,_� c., .� : `i" ;.:£."A.:,3 � TW=8183.00 , �'?�� �*;�° <,:>;<:;>� ;�..�,�:e `^' R k. :,�;s�^'o. �yF:..��,...;s;:i' � '? �� � ; � R".;� �. '4c`,'i,'>y:j>i;» ;.;%�5 uf::r/v�� � } y,.Fl:i fsr_.� �.�, •,. p:f., �.�„��v � , `,' ` ,�<�"..� a. � ��� ..� '�? f�` ♦ �� r:�"<.. -..�1,.` .�. �'f ;,.:'� :. . �,,�:<.:;..;�� 1 .. • �^'� �� ,�E%.,> � <{;., ..:.i;,.;�. � \ 1 f l. .,.:�a ';, :%'',"l�;�).'�i.... > '��'x '/""r�'�' I t ` ., �....^.. �'� 'ti'.�`�^9�/�� .:i"'.,, y i � Y` � ./ �` ��i. � 3/�.:.ss � `�` �ty* `.. � � . ,� � h��....�s;.:,:: � TW=8183.00 � ;,.,., � , �..: .; ,\ .u�. ��.��.. . �, 4 �..z:� TW=8183.00 ', vu __ _ �71�� ���-���,; 1 .:� a „�;��:.� �:` �z, '*r..cf�:'m}��.., '`?i�fi.. / � • .� :i; �;"::'�:�:�.� .t� ). � �..:��. f/ � -� � : L j . � .,.�.��c.�.. , � � _ _ _ „_ ,_,_ � `"� ' f y rv'_ � ^`� � `" N; . .�tC.\. �Q :: f� ,�`, . —�� � � �� TW=8185.00 ��- �� ..::,..:. ao a>_ � . . , - - � � � W � ' "� _ _ � `� '�, -rw-R� R� nn � � _ ,l, ��, r^ F"'� '; ;' r��� , � � �, ��� v ;T.. , ._ V 1 1 � n 'y f V Y` � f V � / �: � ` MILL CREEK COURT BLDG c` 3'��. ' �' �" �� � ' �'��� -' � _ — � � � � � � > , �� f f �� .:: , ,<< �, � �, ;� ; .::-. . . �� � e '°=, " = �'- _' � . �� :. .- _ ` . -� .� ; �` >,��r ,� ' `_f T '�° r W ,_._....-__ ° __.._ ._.---- ----� ._._....� ._._.._. ...... .._....._....._...._..._.._....._ 71 `Y y � `�+w � } � � i �� ' C� ��° � ` �` ;�' r,,,..., � { t; `� �% `� `f, i � I i � T� � � r � �a . `✓ _ ` � � ...--.---'� i � ' ` `►` � / � (' � T rr' � _.- 1 � t Z t `� � �7� � , /�7'v � Er, �,� F "' -- ~ ~ � l � .� t \� st � �,/ �, ' %` � t � �, , ,. � , _ STR U CTU R E WALLS ; ; t ; � • _ - - " �. , � ?3 �� SITE GRADING x'�,` n� ,/`� RE: STRUCTURAL ' i `�i ; / �' � � j RE: CIVIL � ��'� ��``� w -- -- � � � , yTW=S� S7.00 � � f O f� ` � �'"'i"~�...__ �f� t i OWNER/DEVELOPER , � /i, ° � � � , O i ,`, � ,:'' �'~~ _ � 3 ,`., �•x J � t ; Ir �.,� ,� � ; � , ,��� � ! , �� � � _ _�;_ - t= } VAIL RESORTS �� F` r � � �e � , ff � 'jf a . .- - � � _ � DEVELOPMENT � � f �. # '`,f � � � _ $ 1 f , ` .... �s \ � �.R:��,' � � � �f{� •/'\ ..+�J ; f f , O r;;� , ;i � ;� , COMPANY � _��. � ,. �, ��.,. .fr,� �, - � r } ;w� —= VI LLA � _-- �� '� ° x'` °� vr' ft� I J�" j .�,.., .., � t..--� �, � � `*' � j. , r �� , AVON COLORADO �� � ; ��,��1 , t � � � f j � � ��-f'f ��� � � VALHALLA ;� -- :_�� � , f` � u�- �� d�� � __-- " � � `' .� - r� ` ;:` .! J n �� f w r .��a :i .� . .--^" ��� �+ c 1 . � �. `� ' , Jf�/ .''' � ,�-+� ri � �l f � 'v r /, > ,\, `, r. f �I / �+ f f, � t , ARCHITECT OF RECORD .--°' , •,{ t �,,� �� �.� ,r- �����f a l 1�f � _�.. �� �..� ` 42�40 `� '� r� f� �`' � F` . .,,,_. ' �\ �"�y, ,,� �' :', ;�.�� � ,� `' . �'�+ r� / i+ r F J ..- ... ^ ' T 4 �^^.. �""�� "�/ .'�e . ` '� � ' ��'�� '�' �� '� ARCHITECTURE ,,, � . ''J.` , ! ; L-,-�. m.�, • `" _ ,�.., ;r`' `�'�,�. i r• `r '' ���" � i i ! r, !'�If� i t w ��.-'' r .+ r' .��. %*`:•� y; % �� � f � _ — ° ! i � ��.-- �,, ,,;-'� {` • , Denver, Colorado ° ��..�/ ,;`�.... ,, :''..,, �y i'---�.� _... t/ . - `, `r' ✓ /`. �'' i. .,^,i"; ' �.:`.�° � s �� �/";! c;`� `x � � ; O �ti STRUCTURAL ENGINEER + ; � �.. �, .� , 'J - � �J''�.--- , _ .,�` �'' '� b i \ � �� � � � MONROE & NEVYELL ENGINEERS, INC ---� ;�--,-� B U I LD I N G r`'�r `� A, �.�. /`'J �' � i� - ���'C. 'r� { } i / � a � AVON. COLORADO _ ; f� � . ,, � j', r°� ^"' '.* �"d S � � .�. '" R E: ARC H f �3 'i � f � ; > ; r' y �j MEP ENGINEERS f � ,` y. .* �f . [ _� 't ` � `1 , \ �.. �' %� ��f' ` { '--� ' ,t^;° ABS CONSULTANTS, INC i r^ � '', { `/ .,`,� '`:�� � Y j �y�''`�` °t � ,�� � �,. _, ,�� _. DENVER, COLORADO � � LANDSCAPE ARCHI'TECT f'�� f•`� ,` � r, " � , Rf `� � # ` iY'� \Rr D�ENVER,SCOLORADO `` �.1:^'� �` � �' ,� i��i' f,.f � ... r. ^_ '� .. � � � CIVIL ENGINEER �t" �, ��°+� f ,`'�"`-•. ,.`�' i' i '" � � T � � _ " ' `�'. ,=°, ALPINE ENGINEERING, INC \ ' � p , � .��44 ', ,' � r � l 1..-.` ,ft� a VAIL, COLORADO } }��'� �� i; � � "; � -� , � i ,, � - �V .-` LAND SURVEYOR y'* � � i �� j �� �� PEAK LAND CONSULTANT, INC !" r ! { ' \� /� • { , .. j"'C� t "F . s� y�, ; � M ' ; �, `' ` r - VAIL, COLORADO �. �, ;' ��!} � `! � � f � t.. C �� �'�.� � Y � .,, ..... ' � \ .� ^ ° i.L',\ �' 4 %• t `�` � ~��.; �'QQ� ' �� �� - `i 2 '`f,, '_ "°'� PROJECT NO 20693 03 f,�`' f�,�,,..,...--,�. -'�.-.,�,.» _ ` \�" .,.� /�G� ..- •>; , E � - `_-�.- ;� .'' �;"a 3 I S S U E I S S U E I S S U E _ ;.r .�"" -....',�`, `",�. ,q� ,,, _ � ,, . .�� -- ,�� '�� ` � � �� � ��. _.r� ,�' �, -� -� " � � } �t t� Y;, N0. 1DAs/os ISD UE FORP RIB N r•''F •'' � �,.+.• � ♦.a/ ^""' 2 � 1 .•i , / � � �� �� �, � Y T ...-. ^' E � { `.^. � t � �f. �� � _ ..,�, .ti l.�/. %��.` �� _� '� � I' r f � ;'� � ���C �� � i � 3 ; � f .,,,• �, �r � i i � \ f �„�" � �� ' N �` '�\ \ �;,/'� r�r. Y.4. ` . " , Y � .� ,,,, ,_.. � � }` _�'� __ '\V ../ \\ � t = � /A`` *';, l � � ~. � ~ � l ` ` � \ E ' �\ *'`{ �` tK\ ;,, �S _,n l, ';11\ \ � / f`��l"�... , �' •` A i 1.f �' ` E 1. �,' / � v �`o ° � r,5/� i` ` � : ��' � � : € `�°, /� j .% � ^ � �` /� ' � i �' ; � r� > "\'/ ^\ '/ �^• �, ti '\,� , -�.., i i !� ,� �f ` , ��` � 3 `, �_�` ;�.:V �.� o� : � � ; } r ;; � � � � i � � �a. ;� � �.`-, ,..t , �2 �' \� .., ` , \ 4 ',,: � � ' i • _ � \ � /� 1 ./" \ � t = �//`]... .,..,� ♦` i'{ � ; � s� �� `�. � ~�. +V x`~� '�'' �!' 7 ; 'C� .�, � � -� /`f �1 .` € \, , �� � � � r i � � r.. .,t , ,f' � ~� � � ` _ „ �,.i , �``,� � -��. °_ , ` . °:� �_ ' ~-�.. � ❑ j � �;� �' `�` ', r '� � � , r : ��"�•� 1``�{ ' �� ,�, - , �` � %` .� . � , ' �� t , r � `�., ''�.. ,j ; �,� w- `� - r r� . ' — t . \ �` � ; � ~�\1 x� � �, `� i.�� ' ^� ....� ( , r `\} ,/ � t ` � �\'�"'`, � .... ^^ ".. / �'f ; , \f ~•/ '\ /. , � �\�. �` � 3 1 ; d_ „ . -. � i „� , ` / 1 `� ,n � Y � � ,,� � j, j <�t +0.�t `i � (� � � �`!, ^�.,4�`. " i l .^� t�.., ..� � . f� � � .. , ... � . >`'--' � ; `' *' ..� . - ' . .. - `~,°'�•.. ...--•---•-1 2 , s- . � S �. \ � � .� -- � �� r��_�._�-�--�-'�,"� t � � � _ /��_. � � ,,,� ' Y + '_ i '' -� � -� ..�� ��^' ti..,, � �.3, .-% ��^� �r ` ! � ` ' � �� 1 `"'' r 4{ �; �r +� r i ' � �'�'.�"' .., �T� � ,� ;y �����,�,,,.... _ `� _ ---...-_.. _ _ „_, ; t �� '� �� GORE CREEH DRIVg� �~ E ' i 1 � � � ` � � 1 �� � ����� 1 � �} R ~ `� ` �`\,t j y �' iL� �.� � St ; V� �`� ' ; � � � � t I � � �..� a� ° 4Q � �`� ; i ; _ __ � f � s� a � CH RISTIAN IA � ' ` _ �---r r � _ � `�� � � f � � � AT VAIL rr � � = i ,' . � �� � ,� ' �, .� -- �. �� o. , � ' �r \i i r . � t t �! �'`�.. � t � ♦ � �` < < ' � � �� �.,,� E � F P-3 & J Park & Garage ,• �, ° ; � .r ``'�y ' I , � ' _ °•--.. , � � � � �.... , , ; , ; � � � J � < < � " � `"�-„� ` , : � � , � J� ���� ` � � � r }-----••-___ _._.�.�., .� ._._.._._ ._...�...✓� � " � ` ; � ° LOTS P-3 & J j� ... _ -. _� _.. __ - � � F � � 1 � � SITE WALL , � '; ELEVATION PLAN � . � _ - ' ? N � L102 NOTES: 1 . WHERE TOPS OF WALLS SLOPE ALONG STEPS, MATCH LINE AND GRADE OF STEPS. „ , „ M A I N T A I N A C O N S I S T E N T S L O P E B E T W E E N G R A D E BREAKS AT ALL WALLS. CONTRACTOR SCALE i - 10 -0 SHALL FIELD VERIFY TOPS OF WALLS WITH OWNER'S REPRESENTATIVE. PAVER EDGE RESTRAINT RE: SPECS CONCRETE UNIT PAVER SOLDIER COURSE AT ALL EDGES CONCRErE UNIT PAVER 45' PATTERN SAWCUT . EDGES TO FIT TIGHT " - CONCRETE � �2 f'`� U N IT PAVERS 103 � � � � � � 0 , ,, � t ° � � � � � �# t � i � f( ;1 � � ;ti LAWN AREA _ = BETWEEN FLAGSTONE {t � t '� �... '``<';,.. `, i ( i, FLAGSTONE � �� LANDSCAPE AREA ��;�,;; .�F.:f; i t � � ; 12" M I N. TO 3 —6 MAX. WI DTH i I ' � PARKING STRUCTURE WALL � � RE: STRUCTURAL �T� ' j= ' Mii - `� � �' LANDSCAPE AREA w �' F � � : ' ` ` -'� ' t�• RE: PLANTING PLAN t. ,i ,s�g3 e % • � •.t , S� 4 j 4`t � � !� / � � � � . a,• : 6 STON E O •'' WALL 103 � � ., j+Y r 4 � � t- CONCRETE CURB AND GUTTER ' �: RE: CIVIL F- � �'Z� CONCRETE 2 4l� ��`r' � , ,�� ��� U N IT PAVERS 103 E"�,,�A" ` � � E '�E ON GRADE :��;�:3 '�`;;,,,{5�,�. �e �: .s�?;;. j �� � } 1 �'�':>��l:i'•.` �'f,�J�. �+� ( 1 � � + '^,R }. T•"ry. .—}�(—I i—f�I��I ��.�;>�<...,. ;-; . � � E � ,.;r,.6'.s �:'Ya::� e::°�.s:: i n^, t { ` E _� a�'4��::�v i?i ?�`;���`..S 4'°"'? .iR -�-i E�) 1—!f..�e ���-3 ��� � ./,..fi:�� "�������q�� �E;;�:�'�';.>� i ,.;� '„��i,;" 3 � � � t �� � f/ ��:���..��� :..��� m ��i�.. 4 "�.:ya �C.l{id) l.Un!� ,r.�:� S f, '_� # €`( f i " j ' ;i:<rr:�y:s=;, ct>; �;':�s'';;:,,�:.,;<'?, ��� ----�!.=��1�E €� M ��, _ . %"r>.,:::».:.r�%;,. `>`'e �; � 's• � � i - ''�` ;• iy�,,,. �: .m,. °i?><>.�..'J "'i'cc•L�E; %:k4'<< { � � � 4,.�.,ia" �+.0' ^%�, ^� �<i��� /���a"r� o:?f.r'':V" 5;'`a' � r , ; 'f.,Y.'vx�:..�..,<v��i'�a,. ,k. . f..�<Y%'s..��,>-0 "�>: DAMPROOFING, RE: ARCH. `��""''�� �:. ``�,;, �S��l}'�2..,, - •E� �.b�.tr '£.�.r•�..�::�'�.^r f,t� ,� '� � . a st�2 ./� ' �,`��,�4`` '"'� .r'' LANDSCAPE � ��t ��; DRAINAGE 103 N OTES: V1 � = 1 . ALI C PJ �TO N E VI�J�LL TO FJ�C E O F CO(�1 C R ETE � CURB AND GUTTER, REFERENCE L101 . � o� 3 NORTH WALL SECTION C ~ ' SECTION 1/4" = 1'-0" � � L104 � I � � GUARDRAIL/HANDRAIL, RE: ARCH DAMPROOFING: HORIZONTAL WATER OWNER/DEVELOPER PROOFING MEMBRANE, RE: ARCH. DAMPROOFING, RE: ARCH. VAIL RESORTS DAMPROOFING: VERTICAL WATER DEVELOPMENT PROOFING MEMBRANE, RE: ARCH. COMPANY �` LANDSCAPE AREA AVON, COLORADO ``i����W���} ���� � RE: PLANTING PLAN � � � �_ � � � _ `� .:;r R�`}� � ( ' ( �� # � �' �,` <s ` f f.,�,�',, ? a • i '4 f ARCHITECT OF RECORD 4 '� �� � �°������_��� ' �� � -1 C�-i ��� �����`°��1 I�= F W DAM P R 00 FI N G, R E: AR C H. 42�40 - . . '; � ._._ � _ �..._ i _.._ � �' f "" � . `� � ;��' =3 ��''�!��� � ;. ARCHITECTURE - ' — � � 3 . STONE 6 _,— � � ' ��E -' '� "� WALL 103 Denver, Cotorado . ' � ° � a �� STRUCTURAL ENGINEER � ��~ C 0 N C R ETE C U R B AN D G UTTE R MONROE & NE�PELL ENGINEERS, INC AVON, COLORADO i � • RE. CIVIL MEP ENGINEERS � �f ,q'�;' ��F 2 �DENVERUCO ORADO C 'r� } �� � , � CONCRETE �� � ' " ���� U N IT PAVERS 103 LANDSCAPE ARCHITECT , , : : , fi I ; a.c.��' � ' � ON GRADE DENVER,SCOLORADO r ,. a,. ,>r y, . �4 i ( � ! s^..w •�" i;€ � CIVII. ENGINEER ALPINE ENGINEERING, INC. � • f a � VAII., COLORADO .� < _ M � ; i """'''C° .f"'''—""'i"7��';"i f� LAND SURVEYOR --- � , r E:�( _..._ � � . � � � — � ,_.,. —: PEAK LAND CONSULTANT, INC , E�I ��3 ��f VAII., COLORADO .° - „ ^� . �, LANDSCAPE 7 PROJECT NO 20693 03 ISSUE ISSUE ISSUE DRAINAGE � O3 NO DATE DESCRIPTION 11/19/03 ISSUE FOR DRB NOTES: 1 . ALIGN STONE WALL TO FACE OF PARKING STRUCTURE WALL CONCRETE CURB AND GUTfER, RE: STRUCTURAL REFERENCE L101 . ! 2 NORTH WALL SECTION B � L104 SECTION/E�EVATION 1/4" = 1'-0" 1 GUARDRAIL, RE: ARCH � CONCRETE UNIT 1 DAMPROOFING: HORIZONTAL WATER PAVERS orv STRUCTURE � o PRO�FING MEMBRANE. RE: ARCH. DAMPROOFING: VERTICAL WATER BENCH 2 PROOFING MEMBRANE, RE: ARCH. 105 LANDSCAPE AREA RE: PLANTING 1�4N LANDSCAPE AREA STONE 6 RE: PLANTING PLAN WALL 103 , , � F k e �� � i ��` _ .. ��� STONE 6 �I ��I �{�► ��I ^ '.�: DAMPROOFING, RE: ARCH. , E_: �.�.. �_ � . WALL TYP. 103 ��I! _�I � �F�� � `'�.r, < 3 �pRE �gES% DRIVE� CONCRETE CURB AND GUTTER F�•�``�t`; `t °` `� ''4•`p`�- � '— =�� CONCRETE CURB AND GUTTER � ����� < - : =_. ' RE: CIVIL ` `'• ` !��' °� ,''�`�. RE: CIVIL �A1L� [�� 'j� " � " E� �` �.! `{I #i I�1 I `�i� ��I ' 2 �z3 0�3 4 C� , ,` `,. °, , ,� ��j�— I!- , = i `—�--�_�- `—�<' _ CONCRETE ; 4� � . . ..n ^� ��—�j_j—� —(.—j�_ : ; ......ti I: ,�j ,,� E���i�� ,�`�� ��,_ U N IT PAVERS 103 � �p ❑ �, � �: :�.��3''����=:���,i I(; (IE� i{�a. f ; ,, I_ I� •:„ ` : �`��''I�;f1�Ei�I!�"il�,13 . ON GRADE � �a �4 i�� �-� --= 'A� ` 5 � ' �l���ii -11 �,I�..`�I �� � c� • " ct ` '� % E E �� � �til �_ °+',=f 't: � `� � `'' �'I I ��!I �I I 4;I ~ w j , � . ,. '2 `< �n .� {i�:_il� ��� ��� EI`.�" �,r `s 1 "" j��i'i j „i•- a4' ,��__`� S w �� �l � 4 4 t � _ � �..�' . f t ��f' f �. I -� � �� �•�' : ��j=,�=�;i '�� ` P-3 & J Park & Garage � . , " � € ;. `� ° .,, r s'- ,...._ "E �IK4 .{t �, �� . � � * � LANDSCAPE � `' ~, � t+ ' DRAINAGE 103 LANDSCAPE � - DRAINAGE 103 , PARKING STRUCTURE WALL NOTES: LOTS P-3 & J - NOTES. RE: STRUCTURAL 1 . ALIGN STONE WALL TO FACE OF CONCRETE PARKING STRUCTURE WALL 1 . ALIGN STONE WALL TO FACE OF CONCRETE CURB AND GUTTER, REFERENCE L101 . CURB AND GUTT'ER, REFERENCE L1 �1 . RE: STRUCTURAL SITE DETAILS � 4 WEST WALL SECTION 1 NORTH WALL SECTION A �� L104 PLAN 1/4"=1'-0" L104 1/4"=1'-0" � � ��, � L104 ,, S�� � SHO� _ � , ; PARKING STRUCTURE WALL, RE: STRUCTURAL 4'—0" PARKING STRUCTURE FIELD WALL, RE: PROVIDE CLEAN AND SMOOTH TRANSITION TO STRUCTURAL VERIFY STONE WALL 6 PARKING STRUCTURE WALL, EPDXY JOINT SIM. TYP. 103 � PROVIDE CLEAN AND � o � SMOOTH TRANSITION t ---- ===�� � � TO PARKING � 1 STRUCTURE WALL, ---�-- �� _..._,,,�.,�.....� �_-. � ��..._.�." �,— �� ��O�C�O��00��00��-�� EPDXY JOINT =_=���---�'�� ' i .—b _ `, ; Y t - � —; --- �`=--..,.�".' ��Q 6" COLORED ` r --.-.�^._ (_`^-• , 1 �--:i 4--- ---j 1 11 I] 1I II E��r� \..-' � 1�_._ -._,��.._�- � �_' �t-.�. � `- G.._.� �) E~� � 1— i'� � � _,F . ��~ � �1 t i— f��f i f- � � '�'�.�.� J1 ,.�.,,1�.,1 I ; ...__� �, ' ��..._ .,__.-.� ' E t Y i : � ... - �� __ � {_ _ =�_.._ � �Y� � f � , ��� CONCRETE SLAB i' `-�� - r-�-��- -,;--__ _ _ ��a..�.. �-��r �� � � -, � l � � � � � � E ,� � I� t , ____� , � ON GRADE RE: � -, - . _ � - , �.<<__-,;�.___....�..._. �.._.,. ...._ '—��`� ��- ,- �L f =< i= , �� ; E- _.�--. ? �-_-�- STRUCTURAL , =�� �_—:�_� . � ..�-._____ � h _ € � �_,..__., _~ ,r�-�:_ '—' : � ' ,r. � r--� �`�` Y._\ �..._�i{—� -���-� .'��.� '�'_'—t —i � �� ; .a `� . �`°_ ��� ' _ ..._._.L �it=.�..`t�� , r_-�°'°'--�_._: `� 1� .c. ,� � _._. , r=_—��---- - —,� "" t - - 1' F , � —'° ^ ` \, - - `, � ti . E ; � � : , �o --�-•._._ __ 1 '-0" , , �_W_ `_ -�`�-i�_� ��_�',� HANDRAIL, ' � < � � - E � � t__m._..�---� o ,.P. � � , : T � �' � I..�.-- } _� �—`"„�c, e � j��....._._ � I—� • � : i , _.�...�.�.�=�`�._.._.._ �=..---� R E: AR C H � ° HAN D RAI L, �' J-----.,.-,- . , t , ' G--� V � -- � - I ' ,___ � ► , _I � <, o IYP. ,.� ¢ � _� - �'f f ~„�...� � h„�+ . 1 . , < t � � , ' '�i �� ( I�� - � t • � ;.-� � �~+- �� � -� RE: ARCH ., � � � . � ', � I _ �� E {_____..� 3 . ... '4 O __.�_._.__ ..... ---�-� ��-� � .� F ,c c �_"` _....---._ t •\\ � /f` , :� ;!........_tk c ' ^- ������ � r--�' L.�—-......� R "t. F �.r I � :.c .. ' � O t ` & 1 . 1 y � ` t 4 ~ � � � l �.' �' ; I i-,- ,_ i < ° , ��. -�°-=--� _J , � /� �� ' i� '� , . , 4 " , T ti # � > -,� 3- � , _ ,_ _ t, � . --- �._._,_. t__�-�r----=- - - l '.% . % % '� __ • � � , , , ,4 � ______ � � __ =-=-�.� . ;. / �; .;. , � CONCRETE . ` � ` �( `_ ' � _ ° ` . � ` .. �a: `-�--- {- - ___ ,. r � �:�'�/''��,����' ` � , �� STEPS 105 - � , ' �' ' _ � � ._._;, j ,�--=- --- � <. � Q �I � � _I I � . o - � a _ � , , . _ — . ,_.... ,_ _, � �� , �,, � . _ �.3 - --E � E , `��_ r" ��...; ,---=-�, � __��f t STEP LIGHT, IYP., < � . °` ' f f CONCRETE CURB �__._..�� � E � ' v 4 � '� � i ! �� 9 —_ — . ` � r O � ..._,..,_ E ' n-^ �� ' `�'t � Ev � "�� ^ , � ' �,^ Q' L�..,.��_=, ---; �� 5 � RE: ELECTRICAL �� '� DAMPROOFING, RE: � ` { ; � ,,a ' ��' ; �� E � ' AND GUTfER 6 COLORED CONCRETE � � � � �' � � MIN. ,� , ���� , � , � - � ,: --�=--;�..�_. ; ARCH. � � � , �._._._ -Y = t J ,o , , � � RE: CIVIL SLAB ON GRADE, 3�� � - ,, � - .�:;�., ''�~., �:� - �� � � � 1 = � € I ` � �� � o• 6" COLORED A - CONCREfE WALL _ E { ; ,,,, RE: CIVIL = � . . . # ��;�4�� , , :::.H ...,.__._� �Y._._._� t � , r y y :>r<s�,. .�p;'�.., �, ��_ _ , _ , � ' RE. STRUCTURAL ,�� t"�''�`�~`�. `"H��`�: I ; �- � � � CONCRETE SLAB ON . , � � � f� � , r � ,� � � :s�.�: ,, i -. f.,•.�. .F, �,.,,. .,,N.; ';:-.� �>'�; CURB O » , l < .r ,< � ,� '+i 3 � ' � �..: ',:::�y'i.w;�`'f�"f�,'o� ��<ii � � 1 � < < �: 0 a �:;:`i;:�;',`�1z'�`.F�Y'`. ^'3 CONCRETE -i _ �--�- , � , ,_ _ , , , � � � < GRADE RE: CIVIL A < �< < ' < f �- ` f ' ° � � `�';`'':; ..,�; ,:.<,,;,.. , �.> -.;.,..� �� i ` :�;-''::'>; H;r � '_:��•. - � ��� �- ' � � , c 7 � i>z.:.;;.�i>,V 4<>y��� .�%`cs:.',.;�`�a�?'yn� AND GUTfER -�..-� , -� �.� - � o; ,:.:;;...:."• :ti:,...:,>:,,<:<k":'.. i >.�f <..:F'"z,;:: _`...."E , a;.,:;..:_• E � �_ _ � �� � _ - 1 1 "'7><.:, /.',:" RE: CIVIL I � ' f ._ . .. . _ �,:.;,..,,.. ,�. -� � i € �; ,� 3 > ,� �"; .r.�.•• . E t � � E a � a � � ��il.�j<'y .�:., `1: ':'u <r/j's'Fr i�_._._i1 � �i`""'_' jj i E t r,.i`i F` I�.,�!;:.�:�..,�.:. t I .. � 1 — t X:.c R: `9.Y..%'.i � �� �� i� ` ��„ �,.a<<,;_ ::;z>:i.. ^ "`_! � /•-�, �` ��;. �;���, - � i- -- � , � .��� I I- � � HANDRAIL ��:�'-�;,";R �' iT^ ������... �`F:1:.�!•w�� � � '� COLORED CONCRETE STEPS 1YP. RE: NOTES: , ; ��i , �"� � � __ . r� ' i � � r , -, , .. RE: ARCH `u �'" � 1� � STRUCTURAL FOR FOOTINGS AND 1 . REFERENCE SPECIFICATIONS FOR STONE TYPE AND STYLE. STONE VENEER TO [�,�� `' - - . � >. COLORED CONCRETE STEPS TYP. �"'��-s�F��'� �� ��, � _ � l . ; ; i _ _, � � � ! REINFORCEMENT MATCH BUILDING, RE. ARCH. , � �:,� ° � ! ' i i � f � 2. REFERENCE STRUCTURAL FOR WALL AND FOOTING REINFORCEMENT RE: STRUCTURAL FOR FOOTINGS AND I ��� ' � � ��` E� S N O W M E L T S Y S T E M, R E: M E C H A N I C A L 3. R E F E R E N C E P L A N F O R W A L L E L E V A T I O N S. � R E I N F O R C E M E N T l^ � 6" COLORED CONCRETE SLAB O N SNOWMELT SYSTEM RE: MECHANICAL V 1 � CRlIDE P.E: STRUCTURAL ' � NORTH ELEVATION . SECTION SOUTH ELEVATION 4 CONCRETE STEPS AT WEST ENTRANCE ~ 1/2"=1'-0" L105 SECTION/ELEVATION =��_ ' `��" � _ �a-- -��.���.��,�„����� , � � _ � ;-��,�.�"� �x - �`X � � �� ��w � � � �� � `,,�� �. " � �,�_'' GUARDRAIL/HANDRAIL, �� �'� RE: ARCH ��'�.� ., �� ��-,;�."��-�" _ ��.� - '-�'��,�s__'.'"'".-.�,.�.. � , .u�=% CONCRETE STEPS TYP. � RE: STRUCTURAL FOR FOOTINGS AND OWNER/DEVELOPER � REINFORCEMENT VAIL RESORTS r-^ t- -�-�-�.!,..,r--=._.; ;=...-�-__-� ; �J ._ �� �� '� ����r�'� � � ���;���; � SNOWM ELT SYSTEM �� „_.�, ���_ ; DEVELOPMENT r,�_ . _ .,Q , � i_ -; � RE: MECHANICAL COMPANY j � ' i I I � I j ! � ' I ; ,� �' � �f f ______ i � � � � � � � � Q BENCH _ � R < # � � � .# ',� RE: SPECIFICATIONS AVON, COLORADO 0 ��f ' -#` f � • s . ,�{ � --�� MULCH UNDER BENCH _ ,t � < � � ` � ARCHITECT OF RECORD � � � �� � ����=, O� 42�40 , � � �o ; c� .�:-� ¢� - � ' � , < � < � < < ` � << � �� O ,,� �'�t�---�---- „�? - CONCRETE UNIT � , � �'-_�' ARC H ITECTU RE Denver, Colorodo � PAVERS ON STRUCTURE 103 F � ' � �° � ° ' ��� c ���(']E � _ ��� �P �- �..�__ ' ' - y .� 4 � �.. J�O r► r- 1 _— '[ _L `' � � � { O �4 � M 0 U NT I N LAN DSCAP E STRUCTURAI. ENGINEER ��-''1S � `�'"""""} } MONROE AVON�OLORADO ERS, INC - STEP LIGHT TYP. NORTH ELEVATION - ; ` ` ` � ` 4 �' i �.�,� _ AREA PER BENCH , �� �{� � "Q� ` � t '----'-- r__� ��'�� MANUFACTURER'S MEP ENGINEERS � RE. ELECTRICAL -� � �� i � T � � , � � � � � , � � ` , s Q ` 4 . > v ; f r� INSTRUCTIONS ABS CONSULTANTS, INC � � � � + ��._J � �.,� j % % DENVER, COLORADO "_._i 1 � < � ` � k f � `' �-E �� -_,-`" ` ^ �' i �! i yt �, , t r`'t+• ` , � � Q \�`;��` '{`�� � i\/ 'X\/�`:< /\/�;�L`�`C%\%L/�\/` /� Y h � ;;rj�� F i x4{ + Y ^v.3 fe..�x� ,t � - � '� <rt � � � j � �°-� t�_ \ s` ^ � ` � ` ' ` i ;1 �. � �.r�".,��,3�,,,,> ,�.:<,..:.>�;:F�i;�;"•pi`� :;:`,I�'rl�� t � —{— -----� —i �� _ —f �� LANDSCAPE ARCHITECT ` ' .� < ` A O ` 3� ._.._�-./_ -- ` � —____� � ______� ` j j`_..._.._j �� ' SYENK ASSOCIATES F � p �, ➢ENVER, COLORADO � � , X� � � { L—''t�y� ��'' '�• � . �� _ i� , , �� " �, ` • !J' CIVII. ENGINEER � �'� ;k` _ ^ , 4 0 1 ��''"_'—'� � 0 � � _� �} �,� �.,� �.,,� .�.,� � ( ._...__ �� � F � �L , k! ` ^_._._� � — l _ � _� � ��VAIL,GCOLORADO' INC f � � � < < � O _„er� }�J Y � ' - � ' , f , -I —I �� —� --,-� CONCRETE FOOTING (TYP.) PER LAND SURVEYOR 3 � 4, R ` � e , ,_�_J� s f � �� � _ _ B E N C H MAN U FACTU R ER S PEAK LAND CONSULTANT, INC � {� � `` ` ° W..�. ��' ' vnu., coLOxnno ' STONE � � —� --�_� d - �, �{ o, Y 4 i ��",� ` '-' INSTRUCTIONS � � , �, WALL 103 —� 4� — .�R , ,`* , ,. +��i ; '� ' i;` PROJECT NO 20693 03 � �� � _... � �._ _..�..�.. CONCRETE UNIT � ' � � ,.< < �' `�����1�W'�_� � issuE issuE issuE i , NO DATE DESCRIPTION PAVERS ON STRUCTURE 103 � NOTES: ' ' 1 . REFERENCE SPECIFICATIONS FOR MODEL, STYLE, AND COLOR. 11/19/03 ISSUE FOR DRB �. < � �� 2. FIELD VERIFY PIJ�CEMENT WITH OWNER'S REPRESENTATIVE PRIOR TO , PARKING STRUCTURE WALL PROVIDE CLEAN AND SMOOTH ff R �{ � RE: STRUCTURAL TRANSITION TO PARKING CONSTRUCTION. i , STRUCTURE WALL, ON JOINT COLORED CONC. 2 BENCH �•, PAVEMENT, RE: L105 P�►N / ELEVATION 1/2"=1'-0" � �. CIVIL. . . . . ; 7 STONE FLUSI�TYP. `; WALL � L103 . . ' ° 3' '� ,> >' ? '�� -� 'r� =� � (� _* , 3, ..�,��t:��w�_�:�. �='��.,.._ � } =� SLOPE � ` . ' , • ° y � ' { ` o� � ~�� L r _E � €__ � HANDRAIL, ... ` , �o. a , '� � , - � .. � �µ 3�, _I= � RE: ARCH , , � .. � s � _, `,t, , , � o� `;, �—; �---_ _ �} STEP LIGF IT TY('. � � ' - � , ' ; ' � � ` ' a �` cy . - � LANDSGP�PE BOULDER � RE: ELECTRICAL �� ' , , � , � ; RE: SPECIFICATIONS � � � s 't �o� .,��:_:� ,�� a� o �r•` ' ;, � FINISHED GRADE �- --� �--� T ��, � ,. � � � �� ° y ; � AMENDED SOIL �...._ y � , , ;'�� � � ,. � o � , f - _ " °Y � j�! 1 '-3" RE: SPECIFICATIONS .� , , , �,�, r � �.__...-- _ ;� ? � � � � � � ° (----E �-`�'�-�,`-��_--` — 'Q, } . , 3 ,__.......� ._..,.�_ __.J_.�.....�_ .�_�_.._.�____. r • � 1....—F ( _ � , ° ' ' ` ` SEE �P• PAVER�N 0 STRUCTURE 103 �...�c , , � �� -,___..� J ' � _ _ ' ��_ - . v s_ � �' � ` �°1 ENLARGEMENT SLOPE � - ; °° , � �-�-, �ji� � O� & ., �� �_ � ; > , .r_ � �/� � �� //�, ; i p I a r._=.ti^ ci� �. �; � � !! -� e � � iy > �' , / , J � / / ,/ % I � ORE CRES% DRIVE� f— / � _ �� 9 r ' O� ' ' , 3 �� ' � (� � / . � // r �G � � ^_ _.�L�--��° � ^�--�-�-- o ; a '' ' � ; --, ; � o Z SLOPE � }� /f � p R� �� � �C� - -_��- , , . . � - _-•___,__ , � t-- SLO E L �i ; r__ k�;� o � � ; �. � ` CONCRETE UNIT � - � �`` � , --� ;,� VAI ��'' C�� > � / , ` �� Q Q p ���^� � ^f -� - '� o r ,� � ' PAVERS ON STRUCTURE 103 � ,g' � _ , � � :, '______._..._..�...���� �, � � 3 1 � -,--- � -- , . o ;' t . , f� , � E � ; � ' `t0• ` s ' � » f ' E I - - i � / - � �- � " ,� - � d a , � -nrP. � __ _. , // -� .A -� .� .A , � � RAD. NOSE TYP. _ _ _ _ � � r_,��_ �. � < � � � COLORED CONCRETE STEPS TYP. � � � �'� �� � / � � � �`°�� y'1 Rt��y'���� � y'�� � � 9 � , fi� - ;,� �� -, I l � �;;:... . �.,�.,� . '�? ,�,;� �,y f / \,' � /' f / J;�.c:��, J�.:`_-`� �1�,,_�- ��.:'_�! � `+�C� � � � ! } � RE: STRUCTURAL FOR FOOTINGS AND ENLARGEMENT �" RAD. TYP. � � � - �_ -�-? = � � _ �- � "- � � � � - � - .�=--- � / � � r \ � � __/,4:• � �`;t� .,... �`�` .�.. ��°�`�_r'/��`�.,'�J��` I'<.:` �`.,l���` V !q�` � 1v�. �_i�G`�. ` _�•< �! ~.�`{`��' � 3- REINFORCEMENT �� � _ __ ,�. �;=, --����. - p�'� - '� � - � .��- �- �,: �, .�.::" �� .�-;,;�' �;, -� .�.�;,,-�� � �`�' \� � � � �_ ` � a �� ' ..,.��, , .�r. ��� �� � - �� � � ' , .`-� , y y. � ; y� � � y, .� . Y � y�_ 4r: r ,��, y �.p� ?t �. ' r-�,j. r t 'r,y`-�"• '=..y�==�• `,.�; �y � 1 i �.i� ; ,�'�_ �,I, ._� 1. -"_:g_L`f. ..�� �.�� J -�_..� ''J. ,-"' {f. 'si`. a}, j` ' f` - `tf`(. '. SNOWMELT SYSTEM ; ; � � -j=� .f :}; :�; ;J:�� :�`; :J; :�`; r , � ' 'r r ` ;: � , , ,,. > � RE: MECHANICAL � j`� ;' P-3 & J Park & Garage � � I Z O % � ~ U .' ; 0 0 � NOTES: AGGREGATE BASE S OURSE COLORED CONC. PAVEMENT, RE: CIVIL � � 1 . REFERENCE SPECIFICATIONS FOR RE: SPECIFICATION � SOUTH ELEVATION � p � STONE TYPE, SIZE, AND SUPPLIER. TOP DECK OF PARKING STRUCTURE 0 2. FIELD VERIFY PLACEMENT OF BOULDER RE: STRUCTURAL LOTS P-3 & J � WITH OWNER'S REPRESENTATIVE PRIOR WATERPROOFING TO CONSTRUCTION. RE: ARCH - 3 CONCRETE STEPS AND HANDRAIL 1 I_.ANDSCAPE BOULDER r SITE DETAILS � L105 SECTION/ELEVATION 1/2"=1'-0" L105 SECTION 1"=1'-0" - L105 � _ SCALE AS SHO1fN � - ,� � `^•........., f ....y.0` ���� ��"'�•."_ � jf� � . � �f f �� f F `��. `� �t `.. ���"� � i ., � F f t } ..""'^-.,, ti..ry` ` � f �e r 17� �~ �-"'^ ° ..' ���c.'""'., iF r i ._.... , " ..` 1 "` ..�Fj i � -°.^•...� �` ~ .,,,,,. i i " Y �., h �f �;f � �¢a� j � �3s r � f _ "`�'M-- -_ ° � ! .�; f pF 1 ' f f� 1� i __�.._�.�__... ..� �,Al�y % g ` r t t J ! »....__._ ._.....__,......... ." .....�' � .i 1 `Z t i � r j ' a � �_.._,_..._ .,, ..,..._ .`t "'-�`$ j 7 y�'-�-..j { j+ -....,_...'tc;._.....,....... � y � 3 �� J j tI` ..,,,,,.�,ti...,,,,�� F j ...., b� t i f ! , � ��. F { LEGEND ° � - _ � A�, ~ � --- �` ��� �7f r'``�a,�„�,� �R�� ��� f i ��...'�,,E � '"° ...._ �,_ �.,._ �'�a°``�„�`^�w�:..,-c';� i� F i '� � ` �/ \� �.. .. �.. �� � � °�� 3 � ��: c... �F ki i � ` ; 4 `�- EXISTING TREES TO � �- _ - _ �. � ` � _ _ ~ � ` . _ ` .��... � REMAIN ' F_ ^ Y � _ f � r, i-•�.�� - � _= � _. `�'` __ `- _ i` __ _ ` .�- � ' - � �:' � � _... - .. _ �f .. _� f - �w�� DECIDUOUS ` ` � `_' �_ _ `�`~,--,_ r t' _ ,.�""-� " + � TREES � ` �� - _ _ � �M~�`y � �. ' f _ .- ;;" _ - � � _ k _.�� f =�f ff 44 POT _ _.�� F ';� �.T� � `'°• --_. ,,j ... 4-ASP(2") � �� � � .��°°--; ' ,£` �.,�'" T � � , �-•�.� ;'; 23-ANE 13-AQU� � � -- � � '� -�� t; i'j .� � V EVERGREEN =� � __.�_. + TREES � ��``����`° f� � _ _ 1-ASP(3" 1 -ASP(2.5„) �� :1.�1DSCAPE DRAINAGE NP. _ ; � ___�.�. �' �1 ••.,..,,ti .\.� t..l�M �>M.""'�^.... `, 5 1 � o �4 ��• ' �,. ;� , ` � _ � 1 —ASP(2"� 125—ARC `"�-��___ �~�-.-.�.. �, f _ .� ` - - "�`'° ~___-_�..__ ;` '' rt���7-� � � � - - _ - _ 1 —ASP(2") 12—ANE'._ ... � ��;� � _ �""_. -' Mii �~ � � ___--�___ _...____— -`-~ -�.__ ° �x �',`� ;� ; ~ - _ --� _ 6—COR—C ` � - w _ .�'� O � ___�. _._ _ r - ,� �, , � - _ 9—COR—C �==�� -:� ' � -. .� /r � �.,..``"""^.....�� --""}...-,..,.... ....� �``��' � jr'r � Y» ~ .. �., ,,si,...... .. F� "�°.^ . ...j� ^ ...... � ^ f � � • SH RU BS w..���,��:�,��.���.�� ; f -'�;-�_ ��.�p�SP(2.5 ) ;F== -�� �� a�' ° _ _ 79-ARC '�=;: �; w - __ ..� ...._.... _ _.. _ __..� O O __..."b��C",:.��4��..I �`�`�`.,�r i+i f i [� >-�' •��\��������.� ��" � » .� z f� `r Q � � � ,�; ;i F 18—GER`� ~� _ ;- ;f,�-- �;"::.: :�.�,`_.�,,_ _� ____ 4 3—ASP(2 ) '�=-� � r � . _ ' :.;<.� Ay �M1 _ =-� ,' � �. � l ..._ __ ' y �� r ! � +� '' f f �a'; �e 'a.:.:i\4. �i � { t �;e y`�..:.,.��. Y _ j ... LANDSCAPE DRAINAGE � Af� �'`� '_ ;t f 14—POT � �-���� �'�' y"' `� �, - _ _ ';i s � -2: Y'�.�:�.c� A F f �.\� / � R �D b� .,.�a,�~ ., l, 1 ff `f +� j �'➢"�� +f�J�.'.:o � d pD DDD D J.., �..�'��.:°.;;" `,. 1 1 P. L103 � I . � �t S� — � D DDD�D�Dp D D p D ��:r~ ~ ~ y `k t� _ Y {.... G�] /-�., , �� j F j J/ BER / � -�> o > u � � > D D F.::S:.�`�:�; "' ~ \ i, /:::<�, f¢ # i��j �f f � ,\r�,a\Y D ` \ J �y��R�D � bG�G�D D � ��bD � `� .. .��:..~ "-"� h. .fA� f � ;::� a d 4 f r( F D D �i• T-�. > D b D � � D G a �;:b N.• i��`�h":�v'.� cy ��'`kF..r..., A 6 f ! � /`�" b b >\J`F ,G D G � � Y G D. 'S\� • .���'L���v• Y, ! Yh`. �a d �6 • I 7 j j � !2``.\� D D �S D D D D D \�����a�Jr� � �`��' f .C`�'w N 3.iE�ii� 4 6 ! D D p D ` D � b � D ��. ?`� 3;'„ \C. � } ':?¢% `L>:' a A Qa f� �, } D p ��j� �` "•y... ..P D D � b D �.t.��.. \� Q\\��-� ��3v'• '` x�a e aa a GROUNDCOVER ,,= 10 COT , ,.�,v, , , D -.D D D � r �-,�"':::.,• '=' �...�_ $ `3 �.:i /� e,.. �k� �'�' a a a y / �-.. E i �.' p / /'I y� ,D `,4� S f 'i-�����Y�a.:.c.���.;��� •• \�o�:,'` `f`.� ,,.��F�:u R:'.'�: a Q a d 1�`. �.....,. � '/ � , S:i`j' D.`.��/�� f ��i.,,�.`1p` ."V�. Z , �r�......,3'.� "� 4 p Q •'f �3 1 » V'r / , i � \�W:'�,�'_� ��"i ~..r q/"::k a a a $ .�i ; i r ;! .�� i :�.� '�.,.... •'m...,-;�.,�,:. '� ;s3`;«:r:?;� '��,.z. a a a �Z i -e ��� i;a�:..�,s�a�a<�,��.. y r F-'<s�r�,� ,r. a;'k. a 4 � r, � . •� �J � ' `:=,Y• o �..• vw � Nyt �.< ...5:� s �:�- a 4a a PERENNIAL � r �1 ASP 3 ( `�o` ,� �. �° .r•.�. _ ,. e d ;_ r �. �:t. r',� ,f , � ) � 1�� .J�.l�ff � �,� ,�.,,��..� � ,, �� �: 4a o, a RESTORE LANDSCAPE AS � lt, ,s. � �„-` �., j � 0 , �:..���a�, � ''�"::: .�, �-�.:a < a /�p�/� r . ; , �.::<;; <:,, , a }. �� t , �:;.�;�°> ..,,>. aaa a a J r ! r r,l.t .�___f�_� 1 t i� _ j �,.`.; f::... >•'�. <:r.. ac c �xl i r ! ��'� i r; O � =;c.-::�:c � .i `> >.;�<£���z�o a a r l ..a_ i �" F.:i:.,.;. ;;i 3<"'•�:z:e. a o .F ��^a.. t t� t ./'�f <ii ,s,. e /'1RCr\S � r�, r � % O e i�=-.•--•• � t 1 f � �`�, 1 if f. �. i.i�;s:r.;y: @ y � O I 1 t } l. �',�;�` ��. � � d° � WITH SOD + � s .���-,.,� E _ ....:.. ,.�:.. .<, REQUIRED ' � y�� �� t f i � i: ;,,+.:.,.Y; f 4 t ej ,�:`�`- �f � +'Y�r ::cikr�, .a,;r ` i+ .+a,, t .:��,.: 3 � i i• 4.w, r ,a.,r.,:� i t .��:,.�. �'�`•s'��'`: s ✓;»«>z t J. �, O s i i. ,�. '�.\.rh..' j :/-:::';;';2 ,�:;z�.;:�:;>at. � i °� .. j, j ^:.a:;.. � i� i �N i„.:.z<;r:: ',':.s:�i,`�' /.,;..,,., . � j j ! � O' � O ��'�. l K:r�, ,��.v. °`1�\ !� .J��J �„rk,... n:?>¢<� ^"''>"i t �' / ft' O M1J Ly.!r.. •N^ \ t i �%%?':>i:,S:: J ;A, �':.`';�'''e:?�;,.�. ;.�..v.:s �\ 1 �t\ f ✓r':�wi�s;�:i._. :r O O '-=� :�:;��....'r.,. .� .. e f � %�,:o;:,. . . �.' ,_ �� �..,..; , .... r �� ,' f��, w� .��.�. _ ; , ,::�` ��:,n: � �g�,�� f .�� �,. ..--�- ;��-�-- t. � . �:?y.�., �.. .,F:.t:.;;�.�-_':., � "t tr e ; , "'J"" .._.. � �:>� :r: 'i:'z ! �� �, '°Ax.'.�''.'�,�,� `� -, 'Y��.. t',..:.:C':. t ai.<1e.. ..--^ /r�.v. ..,r<,>f�` . . �� { i�Wi.« -. .. 4,.. u::a`:� ,3 . /Z-._. t r1�•` ",:i."..,.. ` s>,3 Gs;x;:xz.,.:<>,,z,•, . 1 r # .. �:.<,: z><�:s?�g> r�J �+t O _ `\ � w, \ i� :.`i✓, ^;4...�,,. . /"t 3 +�t>�'� a t.`r� .. " i"a:.i".3,>. >;-i.;. i ' � c s n ' j ( � ''�.k �*• i� a ° �;:ti� l.� / ,.,,, '�%s>::; ..i -� i : \..�� 1 a a '==:.:,;^z^ ..., .., ';�`�:�'.�:.;,,✓"` r y ' • e,�I � � ^• } r f r F j .'��\`,\ . O 1=% aa°a aa a� `tY:7 i pr~ �>� .,,, _ .. ..r"� '?; ..�z�:�:::�.<�: ..�`` ` . - � . ' A C t r s f f � ��;� j,j a a a a * a 4 ��£.Ti'�f,,�-,. ��Y. � ��l '^ .... - ^' .-„' ;:frH., l � L.�1I I 1\ V O D 7 I�.. j}f }`+ j e -E��'���a�' 4 6 4 ae:,. yy�� \i ... ,,,_ ._.._ i f f 7 F t � p G G a d a a a � .ii`i�"'f�� '�� R. �...., J._ ..+' .r.e:.., vr:,:�.<,.. j �����.u..�.,,.:<;.,:..,. " . / i-. ..4 ff �F f' ��.��':'0:°fa'.r• ! d �Q d*+ d a 4 L:.�'f p'T�1 ~*~ ~ �.'�;P• "" ..... ._,._ __ _ ...., ..._ M_ ....- ,, iz';. .,.:�.„i,,. 1 f r } 3 ' ' fr 1 1 , ��,,�r, o ay ea a �<Ci tr`�'^�~ .. �����'���.. � ,Y ( tr, `�,aw i i .s ' a a Q S "" -.:.:�� , � .s %A;; �;.::.�..y. ' • �" �--�r +i i ° �::�,� 3`.�'.`°;,*t;i+ # f J r r lir� .-, �� Q°a aa =! ["`,°.Ii.i;;}'j`rn,... �a`Tf�. Mi � „r �,�. ��,zv�:fE„>.?::. '* « . t,<„ • , . 1 ?� `( ,r rf r ..�.�vh,,`��a,ma. j3 t i f' ;�t.� a a aa' !L`' a aQa ,� ct.S„CiJFf�:rr�� �i- � rF. _.r ,.-'"� ���n� �� a a a 3 ( . � - • " ' ' � Q t �f r i i( t f ; -�,��.`�,,,.�.c?�;_..��„(aau�� j�i' J, a aa QQ a _� .,�' ���� �.f >.. aa a <-.ct��'� ,.,c.,,,,� r • - _..� i.., t _. - � '�;;��. �.. � '� �.. � " ' .� 3�' �' " Y _._.__�._.. ..._.. .,� ����-.--°"' a., 'Y`4� y a � a ci ` f _ �:%":;.. 1 f `f r' r i s '`' :�"�'�^�,,,;-...y'„ , n �<��\ jt"""..` i M ' sr,,•.,,,` ° a ' .5:,,:r T'^��t -.. �i.:'-'.,.,.,,�� fr ,�t:.ve„ ..--.`'"��, �,.� ' 3 'Y i� ~`~ � i;'�E i ./''r S R>`\ ...�=C:.^�l:`,,,.. ). • 4 y 1 � r�^)•a.�, • f , � r ! . *; j ad �''�'g�6�i�1�`� '' � ,..y,...-' ...�,.,, i .G('(t+`y`-�~.` '.i.,,,��,.,,� c� t,..��.�.Y`. J� i 7 e F ` f 7. i f� `., :..��i�i M'n @Z.�.� �.„�. , . 1 7. ' O +.i,J':f`S S s,,,, • �..,,�� � ':h � �� � ` ,f f � G W Z`���. �•"j`. ��f F'i` +;f JtfwF �+ `.^..,,� ` ` .,., .t t 3� "I `' i r s ! .. . +� a a a a �� z ,�s` r,.�,.✓ • � . �: ? O fi.....-- �*t.,�•.Yr Y�•.`.,�,` .. � �1' �i ..j � ` �� `it• ii{ ` ����` t aaa aa¢ o a a Qa '�a�� i`..�\. �+.��^T,'.� s� '�3 po�+'a i .t""3�?st���y.,T�;�-...,..,~ ir! ' \ f: � , vy� y'-�L �: '.�� i.,.J :' ... �r tr 7 j '`•%! r °pa aa ` ���'' .'4 ' VO � � � ° i ^ �i:1,{,�s��')"�`'""".,~��1'^-..._,F f l r^ � �, ��.-� ' ��, ��,F;�, MULCH ,;f� ;<-� „ ' �;. ��:�j` r; ; ' ;�� a4;°ad � � L �R'.. -CER � d � ; _ _ 14-RIB ELC�ClJ.j�lji�7r..F#,;��;��'°�"`M:,-�,�-�._� ;' ' .�`�fi�:�, �.� �, �:f� f ,� � -;f OTBER `� aa a , . :-��. . ;�4�=1�1A. . .;•• . ,aa O , _ �..�f�$�;:;;�:;;=��•l�:� _�_ � - V 1 ;i `Y :.� 'X�- ?' �r,. �� � {.�� �. I�;'fr ;� j•' 1, ��a°a_ . '.•. i {• _ _ ��t�� . 1�2 [110 ���_ 4-� 5—PRII � � __�..<���.::� '_: _ . % __ __ ` " .., � �r���� , ; , �_��P�3��J r a r- = l�' . -; �_ .� _ =d&;�r� �_'' -� —. i � 'i`,� �'��,,, , �� r`�'f f� i ' °Qaaa aa � ',� '�' . �ul,tJ.LCH•. �.11'�kDER. '9 EC ' 0 4—PIC - _ � ;;----'� ;;��-. _ ..._ ._._,..�...., ._.._. � £� ` °`'!� 1;�A�P 2" j� `,¢a ' ° �/�' � .� • •, t AST o: : a ` _ - ; _}' .i, { , � ;'� � � ri, #j f � ) � j ��da6 � ; Q ,: ,�,;• , ., E��IV��H. .3:Y�.• i • ._ �� � • oo a _ 4 VIB r.. �} , ,.� � � � i� `, �. ;� 1�=q��P(3") F a ,' ; ,;a 4 •��,.� s•��• �• • ',�`''-'• ••, � .$. LE . 4 � - - " � '„ ;` } � ,.;�,� { , \ � � f � r""'`r ff f r � ae4� r • • �T��"'�V�`� � � .. . a ... ^- ...�;�i.`�^ 1 { w.�__ � t � � ;; i `�' �� ' % � � . :,�: RAT ' � ° _ t�t� O '� ` s '� t`-•' � �` t �t; f{ �4—POT � �`�S d �`�� �•�Y . , • • • . • . . ry . . , , ..:.� aa a { � µ ,_ ..- ° {aiti O -.�} .--"'-� � � �-�,. �� !, 1) » { �Ya ,t a %.�.'��`u`�` i�� � 'k '1''Zr�pT •'s •.• + �.• i Y %y t1121 ;t ._-.-^""'. �1 '; z,, , a , �,. . . . ~1� SAL -' {� . ��� . �._ 1 —A�P 2.5 ,a r :y.� •�,: • • • • , . ° , � 91 —AJ ;�t;; ,�, � ��--~`"" ��, �I � i� s �t %' +i � � ��.4 4 .�� . • : . . •��.-�'�R •.. • r .• . � � � ; , t� � ` ; F�J '� �0-BER ' ;�;� �.�,.. � � . . . , . : .•. - . -EC . ' .. . o , }� ,' �� '� ° f r= � 3 � aa �:� '' '�,' �� . •'�6;:�A�. ` . . . � , ..; �5_pE � ...• '�� °o ,; � _ ,'` 3—COR—S ;_�,• .;''��a� -;�;r��� �; �. .�`,-�`.�-- '� �� � � T�" ° '�...,.i � 1 i � A Q �+ � •�. �:�. • . • . • O O e i _,,,, .... f 1{ tiC •:�.>�?, 1� �,,,.,�... ?°���,...,,,,•� ,, I f� f�` f� ;j: � }7—ROS , � � ° .t `� . '�4=��,4 - ,. ��, . : . ._15:' qS '��.: . .. ...� . o � � 1 —SPR(8 ) .� _._ ,�`- �.-, ���;.���� !l ,---� �'� �`��' f F t < "� %fj ���J� L„ � {�`\� i �4- . �. . . • � � ,r-.:�,M •M1 • ti.� l f � �_ � ""'"l=}�`�.i ,sl� `t �.Q` `l �,,,.,,,• '; � � � , _ f4 �;• � �'����' �•% %`.• . . 5-SPl • • .w . '; .� , . " . � RAl' 'f'�f�• -.;.°�-- �,. '�, 4 � 1-SPR-(10 � _._ _ _ ���;-.y. - '���r-:.�+ � i ; �`����:��,�,�-'"'-•" ,i � , t i,. ,j } ,. . ., ; � ; {� . , �- • • a 5, ,y�. , � , _.�--•�• . � t � f '� y` 1 �� �( A /'� � E ��%�^ +(� Rw� . • . • . .�• •L ' ' �•� s. • • i .'��i�j'� �'� � + ��•,r/ ' 4 0 �1 i { '�,�a" � y'�fk � 4 "g��'..�..-." �� j� J�.� e � � „ Y,�.' 't��I�.I ` "V•�.,e ,✓/.�1: 4 L . _. . . ; i � `..��w' �� ��""\., aua, r : / } l�� F � � t •- � ��....,�...•• � ! t I t. ` � _..,..�.�. �r `el:% • Ml•JLCk# I��1QER�� • . . ;jri � ;$_ ��c.:=•.-.\ ° `';��-. �� �� � i . 1 �t ��_ 1 � ea_z., / . ` ���'�, ;� 7 i �,• ---y -.,.it..._..�.�».. ,„ �. { � \' �-�( • pCA,(�u (� .1 • . � �� :�:�'"•4`•'c;.�,��\ � �t l $ r,.�'�`+S � < «....�_.,,, �` f� � � - - .... ....... .....i� ,� _"` �'�; ,�..� };% ),;. • G lV CI ��f,: �. � �. �{p-w... ,M.�3 r,".:a"'",� �:� � ���'� .,..�,..,.:. � �3 r `� :/� ._,_, _� t e � ,�' rf . . �F� . .l!• . . 's , r}' ^.,..,c s->-_ ��?.� ���c�`S'�,3' � �l ._ � ~ �,�'� � _i { `' 1 's. � a t .� � • . j,'r,- 1 •,,.. ��••m,\��,.;.� / - i i `�l t`yfrl� 1 e t ;� ?%, � `'^- ..."'_' `���i�S�� .�i'�:;�,�'1j7� .ti '. . �. . . .1 . ♦� r �., j ��'�t�,y.�4 �`+wr:.,���"�'-�'..�F 3 �y'�^,<���'�' ,'• �-,..,,, M � i{�. M� :? t ,` ` S'' � ^ � �:. M /� � ,�..� ' x� 1 . l s � � � � �, � ;� �;;r i.f s, ;f i •. .. � �'p � . . • ;� !��y`�s�f"� +:�'�„y�".'7 x�`w°'i'� '�:a�vt. ':} a}� / ZZ�/1VU � �, -- y Fe 1�K � i ��, } .t •j � �� : � f ° � ��� F} y)�i "�'t� f; `j ` •�� :�'2—.�1J�-r-� •• . j r F�������'�°i Z �- ,����wt� :6�J i J i _ ... iEa h� � � ''�i� ' � � � � � 1`� ; ,! ._ . r` ; t,� �i �,�X,r,�..V. .. . . �: f'µt � �. �.���_ 6 PER {i;,. � -¢� � ; E � , -� ,, f � ;z. ., . � • ,�.• � A �' �Q� � � , � .� ', �,: -:3�;, `�} �: ..,,,,, � ;, � ��;i t •, r'�.; ; ,l_ � _' �.4}�EN' .. , . L~ -i ,t��°�� "`� "�,�a`��P` �, �n t` ,1 r _ �'j�` ±��4 '���` � t ' � ,,� O�PIVER/DEVELOPER ti , :'-`: ��: �,r`�� f :�...... ,,� „ �, , . . •• CA1�UN�� � r�-":.��r� f �:��..�.�.� 5 RHU };} ,.c� , , �� ,'� � '.C� _ - .,'"_"`f•' �� -^�-^ "....... � ': �;•• . .• . , 4. ;�.` 4�; � �, � i .:����;, a Z `��� � �€� v.c- .t ' t t t !;' r�_w`x�w-S V +. ��.' '� � "'f °..x....' b � f1 ` � � i _ __ -�XX _ '�,Y,i � > >l �-, ` rR�A C .! �.,'S t '= f � /Y;.j€"°` . • • . � if i �5: �'�',:� ��,;�s ` � $` �� i ��PER q}t� ,� .r_��. ��.� ` // � i� ,r ;� �.,� � .� t ;�:= �� ,.-��� ���. ,�-, ., �� ��<, �; . . , . . f.; .,, �� ���..�i.����,��, ���_� ��� o ;�__ �..�`,,'�_ �'� (� ,�� VAIL RESORTS ��, V � r,' / ... Y� \�.'�� 12i '�e i � �t• , • �' • . .if.�.i „x �*..�,F t �� �a�:3�,�, ' �` _ .... t{t�.�� f � E ,� �3,� ,-�.�,;; �� � i'J�' �.�'°� � t '^-.,.,,�,`t r, ` r"fi � � . , P r',�, . ,� �c�ai'�. �r..:c, �c'�� O � � w ..- !t 1 ..+ j � ������ , i' �'�'�%' �`", 'v ,� -�.�:��°'� , ;•. • . . ati"�.�' lu.., «r„ �o .�```� �' �..,e � _ �t'�` �r � � , ! / ', t �� i �' � �i �` �i :j r � • '�.• �+,�'�<'� �� �`��:�eu. �� s� �'�!�r�s������,� i �!'� � �i Y` Jr-S'.1 i i�\ . �,,,_ ��� � � � � � DEVELOPMENT � .r t? 1„`. •r�. • �t 1 ��':�.n�Y" ��n.u'��r li;.��;1 f �a�':' tl �� `r i �� � � i \ \ '..-'' I �„'`� T, `�i f ' „'�. ' ��..,,�, ���,�` +�`�a�•-��p• b"����� j� f ii � ;�� t� �1 � i' r F, , ` rt �'. �` t '� YA„_.--� � � � � � �, �� '�`'j� �` r•^ry.7 y'.D•� �`. +�° e _ ' �.,.. < ,: _ `` �� > �,���, �:.�.� � , �� ���-�� ��� ° f� �� � COMPANY \ ��� '�� �, . �. . r 6 , Ju.. � .v�$ �`�\ �``q,`� t ' E l.� .,`.. �\ `: . �� f` f'�i�r — �'i a a fr�r ,� �,�;�`�� `��s ,� ��'�. � _ �f y � f"' � ;' ^� Q .'*'Q a "�*�;,��`- � < #"'%#� '��: .i d ¢� i ��"' ; �� ��- �1i,, 4 .� ...A�� //'� ��� ``� `l .,� � G7 6 D IA ;a e a4 n % ';1�`�'`'°�,r�'-'�"�'-�w",�rt��c�„ .,�.��£ `� € ����J � ����. : � �; ;e- y ` ✓' �„ `� vf f t , ,� ' � � �,�,,,�.,�� ���� � r £ � �- r �• �°.,_:,}_ � AVON COLORADO ; ` a �° J-��r: ; �-.�,., ���� ... _—. _ ...�.� ' , , � .�'' r'�! + , ��.:� :h.'^�> ±�.�C'�a ! r ..- � ! L 'f- �l� - a`a �,L i ""C�>�.. w �{ , �- . � ��`.*3; �v�-h,oK;>, q i �. 1 i �~ i �i .r -' � \\ 4�� a ��'c°'-" .,,. ° ^� i s . �,./"`�, �,%r � ' r`` � �: ti. ,{�r a�����t' n ;i j -, "' �' � }i� � " " ; z� `: �.,,� 45—STA a�aa �e, .�..,,2 f°�`Y� F �,=��:;� � ,.����,� ��;. ° ` � � , _- �, i �� � t , �- �>- :,� �,�t..� ..' /r''' �`t �, ' t \ \ •` t ��S�` rs'�'''�'�"°'�:%f�t ` ✓ ��'CS`�'r �+ k l .Ll � fi. �'.9" i o � i /'� ',,- !` � ; �' ��—�►C ,/� ..:f,~- R°����':� _�-�- � ..r': ``:Y• Jr.' ti •� � f , `\� \�� _ aa r FV ��;_7��;v-;.��;����i�l .. ��F �i O ,�� MULCH, SEE {i�li°��i1 �•irr� � � �r� �� �� � i'� ARCHITECT OF RECORD PLANT SCHEDULE , ; �.r : ,� �_ . 4. _ . . , s`R�_� a a ,�:z:.,�__-- �,� � ��-� � - �. ��j , '" s i .� �,,r' � � . `� r t �� '\ aa O �Y j�. ",`,i��:�:q�-�a....,, `Y ' '�� O �� � .. ^" SPECS Eiik��. `� ;'-. � ,i ` ' ,r ,�i 24-PE rt ^ ,� t � , � I . fA,` t . : r r \ \ Qa v ' �,''w`.'„�ca'"u`",;:r�,�',�*'°�,;,, ., ,qtt t}i , a . � i r� �, �\ a O � '�^-���_ ��3.�ti�y."'�^*�\. �; ~ . ,.. Ei{,;t r �! e`y;t X�r t ..i.s ix �� :`t � �' `�t� i 42 40 ,�- ; ;,.-.. ., ��,,.�.�,.�,r._. ?� • a°a` ,°' � "\.`• \ \` �—JUN a O . ��aeo'��s'��t, .l � , ... t}�rt �.,c{.y� �.�1 n.. ��• � /� a � QTY, SYM B�TANTICAL NAME C�MM�N NAME SIZE.- N�TES 0 '% '�a~ °°°° '� ' z� `�` �. �� °° ' �� •t' 8-RHU -� " � " AR RE r ,,- ,, 4 aa a' ;,� ;�, `�,, , a4 .� t i;;. � ��.,����� -�� ��,, �� �,� '; �� C H ITECTU - � ��. �'�:� ,"`.. — __ =�'�. a ' • � { 7—PER �.k;�Y.�. �;�-��� � >( �\ �! r Denver, Colorado �� �� � .. . i � , » �.. - .. • a , , � � t �.. �` ' _- � _ EVERGREEN TREES � � �; 1 —ASP(3"��� ;�'� ' � �`. `\�`�:;,, '+; . . • 't _- ~- � " }r.'�>,' }��,�'� _ ^�� � .., ,�\ f STRUCTURAL ENGINEER � `� / �` �''�.\ � \ \ j}���"� .- } _��:.'�`` ` i "✓ t { MONROE & NE�PELL ENGINEERS, INC . \ �� 4—JUN \�� � ; '`�, .\ �\ .`` � ��:.` ~'. .' � ' t; � - " - - { {�" ,�P'->' :,.-� ..._ ` ':.•.. �� � �,,....-�° ij � ! AVON, COLORADO 3 SPRC 6' ) P i cea un ens l auca Co l orado B t ue Spruce B&B, 6f t, ; � 5—PER �� :` ,�'� ��� ����, ��`�, 120-LAV ~��� ;, °° aa<Q a � � • ;; _ `- � -�: . � :- l � �� , n � i 1�' � ' `} � �� a�f.-Y f+{1 ��"'C�t�� \ t � F' 9 9 Z \\ "�.\ � � �. aaQ aaa • � i �+ \ �t t• t 1 SPR(8' ) P i cea un ens g lauca Co lorado B lue Spruce B&B, 8ft �; � ( ) ;`� �. � �,, �. 8-RIB �:,, °°aa a _ _ t, � �:�� F r �� ' � �`'� �` `;l � ABSM ONSUGINEERSI P 9 Z�ASP 2H \ \�� ° ; irr .�� � ��� � ,r' �.r� � S ,� � LTANTS. NC \ �\ � Q a • j i '` ' �� � DENVE , COLORADO � 2 SPRC 10' ) P i cen un ens lauca Co lorado B lue Spruce B&B, lOft _ _ _ --- - — --���'��;'� � 4-PIC ,�` ;'�':��, ��'e � ��., '� 6-PIC\ '��; a O ' • ` ,F _ � � _ ' '`� � ` � r �i .� l .�.r 4 �"`� E E` `� i '� `;,�Z �t,:j e�'l ,�� f R �1 ' % �;. , � � ; LANDSCAPE ARCHITECT P 9 9 _ :, . , ,, .,, ; O • � 1 -SPR 6 _ -�;,�; � , �;, . , � t , - _ ._._ -�: �"�.,,b �.'� `�. ;� O • t1 C / � _ � ' .,�-"" � 1 ��4 �PENK ASSOCIATES .--� " " --._--- � � ` _�. ;'` ,` .,�., �,�. �., 70-DIA �;, • ;� 1 -SPR(10') �"" - ''} �. ��'`:� w� �� �'`"�` i �`' �,�i .�--. � DENVER, �oLO�o „�,,,,.,,,,Y.s ��..,'"°,^.. i �� ` � w.�` .� �" a l itt y� r t � ("r'�..: .--`` i `t<m\''�,��. �., i �`� � �. �� a a i }i,,, � � .,,,�•"' �'�„�w` _���l { DEC I DU�US TREES ;:'"�� _,.. , ; ,,:.,� ,. 11 -PR �.� a 4 . . t q » St�-y r�� � �- �:.� , , .���_�.--- ; .�-' r% `',-.r �` �" �` ��,� �\`� °an • 'i I —ASP(3 ) C�� r.r �� Y� ���� t� ���.. '1 f CIVILENGINEER !' •\:. \�` �`. \ � a a a t ?:. �� �y`• ` � ; ..•� i ALPINE ENGINEERING, ING •�""�f /'/ ` � � � '�„�, \� ��� ;33—SAL �:� a a°°a a° 1 ... - " '" t,��, ,�-y` % -•� •✓ ; VAIL� COLORADO --' ;' ��~;� �'�,::. �.� .� �.� .,\ a;a o,;a ad ' .� i . . _ 2—ASP(2.5") .°'_ _ , ; '; ; = J,,.,...,...-. Quak i ng Aspen „-��&B;�� ca t, nursery-gro �.�� �, � ., �„ °°4 aa°a '�� ,,,, , y- , �,, ; a '.i",��• a� i 't�7 . �f� i � ti i 14 ASPC 2') Popu lus treMU lo i des : :�,,, ,, ,, �;. °,a;Qa . ,; . - - - { ����. �f, r ; , i i P� , �� � � \ � � LAND SURVEYOR 5 ASP(2, 5') Po u lus trer�u lo i des Quak i n As en .-�-'�&B, 2, 5'ca t, nurser - r.��wn , '� � `` � � � �'� °° �� " � � . `�,,t ' � � � LAND CONSULTANT . Y 9 ��.\ `'�� ` �� •� ° � ;�ry� i _S �\ t 2 R` t t� VAIL COLORADO P 9 P `� �, � `�. ,.� ; 78-A,lU ; � >� ; ,, + , ; _ � 6 ASP(3') Popu lus trer�u lo i des Quak�ng Aspen � B&B, 3'ca l, nursery-g�p� n�,�., `�'� ~: , ° ;� '� � ���,, 24-RAT �� , 'y,; : { � ` ' �;, `'� �'�;, ` � ' ., , `�� , _ _ 16—SPI ,. �� '��;. _ w��;6_"%� `� J�=;' `t i �� RESTORE i ,� � �� , �. 24—RIB � �� _ - - �. �:� ' , �-' .,� t f ��� , �r� �'�� `y A�,,���, ���„ �� �,, �., �����• _ \`�,, �K�- -- 21 —JUN ��;}�:u� �- �� ,. � ...,, � -{ ��, �; ���� LANDSCAPE AS � `'� DECIDU�US SHRUBS `'� '� , �� � , .� .- ~ � � � ; PROJECT NO 20693 03 � .� ... . �� � y ; � , �� �4 �, �:�. ;``� , ,.. '�.� '�. � f `�,, i;1\ _ �t„� ,fi, � �, �� ` ,,, � t, , REQUIRED WITH , r . .=`. r �� � �' ` ��� �� ��� \ \.. �� ! q,) ` ^� ,'i � ���,�f� �`�.�, ��. ., ��.;,, `�.,� � �,, �.� 85-CER '�.,. ,; E��,;�, �.�;� `� �, .��� i � .>� SOD ; issuE 15SUE issuE ' ' o l i a Saskatoon Serv i ceberr�/ Container �j �°` `� � �'�� ��'� �'���� `` � �� �� `� � w .�_ °'�_� � � y; �� i �y 5 AME Ar�e lanch�er a ln�f � � ' ` ` `'Y � �� � ��Y } : � `� No DATE DESCRIPTION F ! � 9 ` �\ •�\ �`,� '�'t� `'� � �♦ \\. \�\�t ;1 °~ ......-w^_^"«�...--�-'i��� �i it ��f��a � y..i�, i ,� �t�. 15 C�R-C Cornus canadens i s Bunchberry Dogwood #5 Container ���'� � '�.,'� ``�;,, `��;�., `�,, �., F; ;�~=== �; ;: - -�L _ _;,}�_ ..�.�}�{{"-'y.,� � �y �~°-- ,, ;,,°i } � � t,- >� � .� `✓,�� 11/19/03 ISSUE FOR DRB '` \ ��,� �� '\ �.�� \�� �� �� }i i t �-;,-,'._,„:...--•.^.,..'�F�""......... i�}Ei v � �-_ :�, s �. i ' �i o�i` `"' `��e.3. 3 C�R-S Cornus sto lon i fera ' Isant�' Isant i Dogwood �5 Conta��� � � �, �. `�. ��;. �.�� -�. �. �_ �� d, p -�-t�_ � - t{�, � �, , t�� : � � �3 3 � �� `�\ \� \���-� ^�^�`� �� �'� '; t O ; �i t ;ei�� ' P �i�� xT.l �"`�! �' � e 7 tt ..°i k: . ( ,,� �,,,,,,._,..-�""', e..�� � 22 COT Cotoneaster luc�dus Pek�n Cotoneaster Cor�ait�er�; .: ; ��� ` �, �, ��,, �;, �� �., � }• ;° O � O � { ,�,1 =���.� , _ � ` �_ ...----� � � ��. ` ' 9 � ., .�. � �'`� x , . , , �. . { = O � , � � , ;- t ; � _r.--- ������ , �,�l `,. �• C. � ..� � :��. � � � i, t• '} 31 PER Perovsk i a atr i p l i c i f o l i a Russ i an Sage �5 C��%�ainer �,�' �� �� �� � � � �.� � � ° � � O � '" '� .�`'�� T'� �� 7 `; t i ` � �' � � � \ �� '� � \ i t, O ! ...-...�- '� 'li� t ..F? e � ��,,• �f � � �:fr.� . ' �• ��., �. . ,�` � O � , M U LC H _ _ ; =; ,� , �`' ",, ' •i..� ; ; `j ^_.�..--,''�`'� , �.. <;� � � ` 16 PRU Prunus v i rg i n i ana r�e lanocarpa Nat i ve Chokecherry #5��ontainer �s �-�f '� '�. ��`� "�'� '�. � �' b °daa° t � - -- � � r �-��` �''' _�"� ';'� . , { t 1 � ���G� . �� � \'. �\ \�� �,, �-���� ,��� '.4 \. t 6Qa Qaa4 t��t }t ��SPR(6 ) � t �' "� � " �' ��.,. �i } ,� .°"`•��o.�"s��" � � s� �"�. \ �\ `�'� � � �i °a a a a f i t t � F t � ..w^"" t Three-Leaf Sur�ac Container � `�� � a . 8 RHU Rhus trilobata , x �t �� ` ��\ \ \\t. °a °a a" 3 i i { .'� ��C. �' ! %' f f f'� �� ..--""„ r `� � ���. '� �, �` ., `�'� \ , , ,� 5—AME—� , _ } � ..,� �, %`. .J, �,� f i } � .__..---- t A C I'f T fl D�L...� 1 � A �r�:v�n r��v.v.n v�-I- �� I�nn�ninnr �' �� ���. �°`` ""� � �e �n� ♦r�� ��/ ; �ti �,r t' .i f ! �' ,�``t` �.r^.�,�, ..-"". 'tU R1D RIIJCS t�l�JlfllAl'I n���ri� �.u� � u��� �,r�.� vviiw���v� �-�� �. � '�„'' . L� - � � ���. � � �� � `� � ,;%��� U HRIi .� � r� � s 7 R�S Rosa x ' John Frank l i n' Red Fragrant Shrub Ros��.�� #5 Container �� � �� ��, � " 1 ; � y� � t ✓ � � Y .�� � ,..^'ir`� • y, '� �. ._`�` 1 f � •l+C� ,l'_a�� j� � ��� ��\ �\, �� � 7—S P � t t ��� v ,� �r � �� r ;~t�.7,i t� � :�y�`�""r�;�-�-"'.. "'-��,.- r �\ �\ "\„� � � � � �% � � S�_ 1 i Fi f �4� ."^��• 28 SPI Sp i raea n i ppon i ca ' Snowr�ound' Snowr�ound Sp i rea #5 Container �.'' �, �, `�, �.� � ` _ r � }�-��--.� �- ^ , ; ; F _i _ � ,,� —=�,........_..- ,, , � . .;:,.• , E '�_ ...- 10 SYR Syr i nga patu l a ' M i ss K i M' M i ss K i r� Dwarf L i l ac #5 Container `� \�, �`, ,' ` � , �` `� � -'�. ''•'�'; ` %'�� `' �'- �` , �� � . `. � 27—SAL '� ;.�. � ; r - �,... 4 VIB V i burnuM lentago Nannyberry V�burnur� �5 Container ��., ��, �`�, �`�;�,, �, ���,., 115-DIA�. ; -Y�':�� " =-` _ �' _} �� '���. - -� �� �`��'� ,'� � ` ,'-- �-'"� �--'�� �„' � � �'\ � � �� A A �' ^••y` ".i'v� ~ � f i •«i'.'�� �- \,`" ^'� ' ���`y/ „• .��i,:`��1 \ � �.\ 1,. �\ � ��� ��a,,� _ ., l�Q'����"1J !�_ �� � �r� f�. F \i~� �` J .J"'��,. �^','Y ,.-,'�. ,.. � �\ \ �. �_ ���. '� !} t rO� �O Y ';' .., �) � .�����e �%°' f t `.ie.•' ,i�,,.,,"",.�,.--' ,�.-' EVERGREEN SHRUBS ; �', ��..���.,. ��� �._ -" - �;;, °-. ',' rp y � . ''''•` �� j r� ; _ ._ . _ . �,,�,r�,;;,�. i \ �..`\ �! �\ `,� �; , i_ -� '{� , , .;,i;a �'`*Fi � { t �� �� . �.,- - i � � "� \�\ ;; ; � �' ' + *{�•�'�++;i'^;__... i ; { . Y� "w '"r� � .. 58 JUN Jun�perus sab�na ' BroadMOOr' Broadtnoor Jun i per ��5 Container �` � �` ,``�'' 'i ' ; - �W'��� � ' `�' � '�' '���� . � �:� �'�-.� t� � �` � ; ! e,'�'!�...=--�::=-" J�y ..-" cea un ens ' Mesa Verde' Mesa Verde S ruce � 6 Container �'` '�' \``� �`�\~� ����'. �`' � �`'`�� `�« '-:� -a:'�� , . } '} '`� ~�k=-��'°���, --��" 18 PIC P I p g p � � , • � ,�, .� ���.._. , P� � � { ,��.,..---��=�.=..- �� .\ \.� \`� `L;� z ; � t : .----.. � � � \�\ ,..,,� „�:,\ . . , .'.+{',`.`,�� t ..ti. � �` \� '�\ .`.� „� i ��,�`' ,e• . +' i � ; ���,.��.. PERENN I ALS AND GR�UND C�VERS s` �,���� . �~�--...�z ' -��' ;�'." " ;� �'�'�'�'�'i'i'����. { � _---�:- - � ` �''-:.:-- ','.-;.`r'�';'�•;'.'.'.'.'.', . t t s �� \ i•...,,�, -..,�;,.., , ..1'.`,'.`.*.'.'.'.'.'.',`, . _ � /-t�".c3,.c', -" ;` � \ �\ ' ••,..,,,. -•��,.. ., . . t r - 14 ACH Ach i l t ea M i l l ef o l i ur� ' Papr i ka' Papr i ka Yarrow #1 Corltainer 15' o, c, � �`� � ` _ . ��� ��3�.'`�` __ _} ` ` �\ \\ :.;``� , =�,.,,_ r ,;,-� �� ���w� 191 AJU A juga reptans ' Atropurpurea' Bronze Carpet Bug le 4' pot� 8' o, c, � ` �' �--w___ �. ____.=T- � � fi . ., �� :�:::�.�, ��_ _ % 35 ANE AneMOne sy lvestr�s Snow Drop W i ndf lower #1 Contait��r 12' o, c, �� ``�, ,�'�� `~:�``�:-�..��� `� ~� � �� -' � ^ � � `:. `Zf Y' 13 AQU Aqu i l eg i a caeru l ea Rocky Mounta i n Co l ur�b i ne #1 Containe�z 15' o, c, > fi � �� ^`����� "`��~��� - , �`�.,� f '/ �` `�: _-�`°.,",,,„�wwoe ..-- ..-- 494 ARC Arctostaphy los uva-urs i K i nn 1 k i nn i ck #1 Container : 12' o, c, � � ��.�-�.. „ _ �`�...� \ �°``-... ;--`..;• '"�'' � 60Rg CREEK DRIVE �J 30 AST Aster nov i-be l g i i ' A l ert' Dwarf Red Fa l l Aster 4' pots : 12' o, c, '������,�� �~�`���� p , � �'°^��.,�Y- ..,�~ '•`�,==_,,, �� -�"'"'"�'t i ``�~� � � � �� � ! � / � ,',`�>, ` "^--...... . ....__...._^_. �t . - ,`"'�"�� � R �� 117 BER Bergen i a cord�f o l i n W�nterg l ut Red t eaf Bergen i a #1 Container 12 0, c, / ..�;;:'~��,..... -��.,. tY--�� " , � 215 CER Cerast i ur� tor�entosur� Snow-i n-Sur�r�er 4` pots \8' o, c, �` �` �-_~�°"~�����.N� '�`i, �,..�--� _ ----`�""���� ', Q�tL`� �� �""e°�.... 5 DEL De l h i n i ur� x Pac i f i c G i ant Roya t B tue Larkspur #1 Container 18' o, c, _ _.. � �` � ��' �' �` �i _ _�� -- ' P ,� ��-� ~��s =� -�-�� � o� � A p � �,� � ��-.... i; ..,---"" i 490 DI A D 1 anthus ' F i rst Love' F i rst Love P i nks 4' pots 8'�;o, c, � ' _ �,.�_ ' -� � �.,"""�"„��,.�„�_.�- ;i � a 9 p o � `-=---�_._ _:..,,.<-^•..'""`.,.-- �J t � 16 ECH Ech i nacea purpurea ' Ruby Star' Ruby Star Conef lower #1 Container 18' o, c, ,/� �"`� - - --- --- � t �` —���_ �-�'�~ ' � �� 18 GER Geran i uM sangu i neur� B loody Cranesb i l l #1 Container 18' o,c� "� � � �d ; , V Lavandu l a an ust i f o t i a ' H i dcote' Dee B l ue Lavender 1 Container 8' o, c. �, ' {' j 120 LA g P # ----_. .�� __ , � �{__ � �� � 23 LEU Leucanther�ur� x superbur� ' A laska' Shasta Da i sy #1 Container 18' o, c, � � .; "'�--- -----����� _ ;, ;, 14 LUP-B Lup i nus ' The Governor' B lue Lup i ne #1 Container 18' o, c, i � E t � ������ - - ' ` ' 1 � � � � i P-3 & J Park & Garage 1� LUP-R Lup i nus ' Rar Conef lued F lar�e' Red Lup i ne #1 Container 18 0, c, , Russe l l hybr�ds ; � '{ ; 73 PEN Penster�on d i g i ta l i s ' Husker Red' Red l eaf ed Wh i te Penster�on #1 Container 12' o, c. � � �` '----�_ ; 142 P�T Potent i l la nepa lens i s M�ss W i lr�ott C i nquefo i l #1 Container 12' o, c, � ,i ' � ` 38 RAT Rat i b i da co t uMn i f era pu l cherr i r�a Red Pra i r i e Conef t ower #1 Container 18' o, c, �; � � ; i 101 SAL Sa l v i a ner�orosa ' B l ue Queen' B l ue Sa l v i a 4' pots 1 Z' o, c, � ` i I,�TS P-3 & J � 189 STA Stachys byzant i na ' S i l ver Carpet' F l ower l ess Lar�b' s Ears 4' pots 8' o, c, '� � ' � j i l ? e N OTE: i; � • �' } LAND S CAPE _ 1 . REFER TO SHEEf L107 PLANTING DETAILS, , � ` ,}s;;�Y��� PLAN NOTES AND SCHEDULE. �F.. ..,�yg ♦ ��\�� �� .\"i, _ ����Y.,;p�_i�FOa. . �(�� ������_�'+YC������ ;���h��� �.� N ������������� ° � ���X�� L 10 � ������xf�hr���f��de��1 = ���I��tsl�t�c��s�a 81�� - �x�,�������r��a� SCALE i� _ i�,_0„ ������������ �i�rr�r�,��r�.c� � � � � � � i I � I PULL MULCH MIN. 3" BACK FROM SHRUB BASE FINISH GRADE SEf TOP OF ROOTBALL 1 " GRASS OR TURF ABOVE ADJACENT GRADE. IN BERMED AREAS SET ROOTBALL SPADED EDGE: 6" MAX 1 " ABOVE LOWER ADJACENT — GRADE. CONSTRUCT EDGE AT CONSTANT 60' ANGLE MULCH IN PLANTING BED � / SPECIFIED MULCH AT 3" SHRUB - I I I . I I , � .�, -'�� ''.', 1 DEPTH -- ' ' ` � ���;���� , _� � �- � SCORE ROOT BALL & TEASE wT � ___ _ __ _ "` ..�`'; � �`\ � r . \ \ ' � �'� � - ROOTS OUTWARD TO � v � �� � � f � � `�� � � � ��,� � ENCOURAGE PENETRATION � -� � � I I �-----� 1 � �� '''�, .,.:� � ``�.,����. ' � � � � � � C I LL. _ � � , � , __ _ I NTO BA KF O \� f� �/ � � ` � � o _� � � � , � _ i , � � � , _ —, f � � i� I � � I � � ��� � �_ � �� BACKFILL PLANTING PIT WITH � � , � } � � I � � , � � � 3 � l . � I � ; �--�----, , _ _ ___ _ _ _ ____ ___ __ __ _ _ _ Q � _ , _ , _ __ ___ ___ _ __ 1 /3 COMPOST 2/3 EXCAVATED =� � I � 11 fl ! li �3� i � i- � SOIL. COMPACT OVER- F".2. � [ � \ ". 4���V.'n•. F ' �, '4"µf EXCAVATION TO DENSITY OF ��:�:: i � E� i �;>��;: � �.___ ��... � ��� � � €, ! E � z�� E ' 2 X ROOTBALL v�.: E i<'�,,•,.> '��V�z � i � � �--- , ADJACENT SOIL. �� ��'"` � � �-- - �;::;.:�°.. �-_ � i-____ ; �- �- i �- j- �<;�,�-:.:>:•>. Y'`���v �:���<$:;•:;...�, ,�. �<�' �<:� ��:<, E_� � _ - r``��� �;�<,i/ s�•s�; j_.�..' ` 4_ �""""... € ` $ .,,. � €� i` ( �— .�'c✓•.>,r.:<: ::�,,:. i ,. � i---�--- E--- i E ��i:,<'?;,:::sa.,�,. � ` t— i— ��.£.,.F' : ,:�✓ ;�«: E ri<k�. ,f`::.,..���' z:...<:;�,::, -'-- '—�—( °� SHRUB IN CEDAR MULCH BED �:,:.::�j.. �.:.u.;y� ��j�' _ _ _ t� �� ( __ _ ' E� ( .,: �>::�s'!; �� E 4'=� zY:;. �— �------ 2–�---� � �----- I-- �-- �-- �-- �— i— �' h ( �.�.._.._ s:�:: �` `��,, ;�� ,� ,� _ UNDISTURBED SUBGRADE �y4,;., "" �`�.� "'A" �', �� €� 4........�._ ! s E 1_�._�.., �_� E �_,........_ I E. _... .v',%"..."z'�sl:s" :�`; �.c��'A''`'i:�' i_ _ � ' _ $ _ __... `_ " �— f t - f� ��'flF.i:J' i.S.t'>;";.1 i—'--' � `' [�'— �`.""'--" F� ("____._ t i'"—"`"' (..'"^_'_ i� 's�" �"�i.�;``fi�?"%�i?�� - �—�— — ,— �--- _- NOTES: �� ;�:�;��- �� �-� �� ,.� — ;:;:::. . :ri',-�x`'r=�:��:<� '?::✓`i> �—!— �--- � �— �-- �-- �— �—?--� 1 . SEE SPECS FOR ADDITIONAL PLANTING REQUIREMENTS. �`�"- ,;:� �,� ��. f.,� �� � E_._. � � S �`;„,-.�,.� t _ _ __ � � _ i� i E� � E -_ - ( 4f`�:��. .-�--. _---..-- �— €_--- � E— `— F — - I--- E--'-- f—�—� �. PLUMB AND ORIENT PI.ANTS FOR BEST APPEARANCE. s: ! — f— _ —— ,___._ I----- �y�y, „� � } -- I-- I—,� , �-- �;�= I---- I� I— I-=-, I=��---�, 3. REMOVE ALL TWINE FROM ROOT BALL, AND FOLD BURLAP BACK 2/3. �"" � �� ° `� _- `� — E ' k �� �� � ` ` � € 4. REMOVE PLASTIC BURLAP ENTIRELY. FOR CONTAINER SHRUBS CAREFULLY ��' €�� ��€� �� ��� �� €� ������ t �T i� REMO�E CONTJ�IPJER J4ND SCORE ROOT B�LL. � � _ I..� , �; 1= I;_�� l= I;_I- ` U� . 5. REFERENCE SEE PLANTING PLAN FOR MORE INFORMATION. „ 0" MIN. � � � s SPADED EDGE 3 SHRUB PLANTING � L107 SECTI O N NTS L107 S ECTI O N NTS � � � � _.�----SET TREE TRUNK PLUMB CUT GRADE AT UPHILL SIDE OF ROOTBALL, 2:1 MAX S LO PE OWNER/DEVELOPER P R AREA PER PLANT, LINE OF SLOPE VAIL RESORTS TRIANGULAR ROW SQ. FT. DEVELOPMENT 6" 5 1/4" 0.22 STAKES MUST PENETRATE BELOW LINE OF SLOPE COMPANY 8" 7" 0.385 MIN. 1 '-6" AVON, COLORADO 10" 8 3/4" 0.60 SET ROOTBALL 2"-4" ABOVE LINE OF SLOPE I � ^�� � O �/�f i O.p� " ' " ARCHITECT OF RECORD I L C7 1 _ 18" 1 '-3 5/8" 1 .95 , 3 MULCH � 4 DIAMErER. PULL MULCH 3 BACK 42�40 FROM TREE TRUNK. ARCHITECTURE ' 24" 1 '-8 3/4" 3.46 MAX 1 �P p P 3� 2�_�•� �.8� ; � - BACKFILL 1/3 COMPOST 8c 2/3 Denver, Colorado Q ` f EXCAVATED SOIL 1 4� 3,—6�� 13.U� _€ E � `� STRUCTURAL ENGINEER � -o - , ., FILL DOWNHILL SIDE OF ROOTBALL, 2:1 MAX. MONROE & NEIPELL ENGINEERS, INC AVON, COLORADO � � � � z � "�,. MEP ENGINEERS � � � , � E SLOPE, COVER EXPOSED ROOTBALL MINIMUM 6" ABS CONSULTANTS, INC - � r,� � � � E < �% DENVER, COLORADO I _ E € �\\ � \ !.� � � / L 1PENK ASSOCIATESCT MAX I DENVER, COLORADO —� ; � � ; � { i � ! � � i ; � � E , FI N ISH ED GRADE _ ��. ENG�EER �� t � I � � � � E � � � I � F � � �'—( ` , � ALPINE ENGINEERING, INC. < i � � E � , � F VAII., COLORADO LAND SURVEYOR FOR TRIANGULAR SPACING OF SHRUBS, ORNAMENTAL GRASSES, ANNUALS, - � PE� v�nII.D,coio�oT, INC PERENNIALS AND GROUNDCOVERS, SEE PLANT LIST FOR SPACING � � � ; � � ! E } , ' ` � ' � NOTES DISTANCE. 1 . REFER TO VARIOUS SPECIFIC TREE INSTALLATION DETAILS FOR ' STAKING, GUYtNG MULCHING, ETC. PROJECT NO 20693 03 EDGE OF PAVING, WALL, PLANTER BED, OR METAL LANDSCAPE BORDER issuE issuE issuE -SEE PLAN. 2. THIS INSTALLATION SHALL APPLY TO ALL TREE TYPES AND SIZES No DATE DESCRIPTION PLANTED ON SLOPES TO A MAXIMUM OF 3:1 . 11/19/03 ISSUE FOR DRB � � 5 PLANTING SPACING 2 EVERGREEN TREE ON SLOPE L107 IV I.7 L� J�lniTl V V VTJ PLANTING NOTES 1 . THE CONTRACTOR SHALL SUPPLY ALL PLANTS IN QUANTITIES 7. CONTRACTOR SHALL SOD AND MULCH AREAS NOTED WITHIN THE � SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE PLAN. CONSTRUCTION LIMITS. ANY AREAS BEYOND THESE LIMITS SHOULD ANY DISCREPANCIES EXIST BETWEEN QUANTITIES SHOWN DISTURBED BY CONSTRUCTION OPERATIONS, NOT DIRECTED BY IN THE PLANT LIST AND THOSE SHOWN IN THE DRAWINGS, THE OWNER'S REPRESENTATIVE, SHALL BE SODDED AND MULCHED AT � � / DRAWINGS SHALL TAKE PRECEDENCE. THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL CONFINE � Z• ALL PLAN 1 MAI tKIAL SHALL BE APPROYED BY THE OWNER'S /\LL OPERI�TIONS TO THE CONSTRUCTION LIAAITS SHOWN THF SET TREE TRUNK PLUMB TO RE PRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL CONTRACTOR WILL STAKE THE SODDING LIMITS AND OBTA{N � LCVCL INSURE PLANT MATERIAL MEET THE SPECIFICATIONS OF THE ACCEPTANCE FROM THE OWNER'S REPRESENTATIVE PRIOR TO DARDS FOR NURSERY STOCK LATEST EDITION AS SODDING. CUT GRADE AT UPHILL SIDE OF ROOTBALL, AMERICAN STAN ( ) SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN. � 2:1 MAX SLOPE ALL TREES TO HAVE A FULL, DENSE CROWN WITH MATCHING 8• CONTAMINATION OF PLANTING MIX/TOPSOIL TO REMAIN DURING LINE OF SLOPE FORM WHERE INDICATED. CONSTRUCTION WILL REQUIRE COMPLETE REPLACEMENT AT �— CONTRACTOR'S EXPENSE. FOR SINGLE TRUNK TREES ONLY: STAKES I 3. CONTRACTOR SHALL FURNISH PLANT MATERIALS FREE OF PESTS MUST PENETRATE BELOW LINE OF SLOPE MIN. OR PLANT DISEASES. PRESELECTED OR "TAGGED" MATERIAL MUST 9. CONTRACTOR SHALL INSURE THAT ALL GRADED AND DISTURBED 1 '-6" 1 BE INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND AREAS NOT OTHERWISE DEVELOPED BE SODDED WITH TURF GRASS FINISHED _ DISEASE FREE. IT IS THE CONTRACTOR'S OBLIGATION TO UNLESS OTHERWISE NOTED. GRADE SET ROOTBALL 2" 4" ABOVE LINE WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. ' NTATIVE APPROVAL 2 OF SLOPE 10. CONTRACTOR SHALL OBTAIN OWNER S REPRESE _ _ BACKFILL 1/3 COMPOST & 2/3 D�ORE �R�g DRIp� TA YOUT RELATIONSHIP TO BUILDING '- MAX 1 �� � 4. TREES HAVE HORIZON L LA PRIOR TO REMOVAL OF ANY OBSTRUCTION INTERFERING WITH - � FEATURES SUCH AS DOORS AND WINDOWS. CONTRACTOR SHALL S. PERENNIAL/ ORNAMENTAL GRASS EXCAVATED SOIL vA1LR� Q�, � PROPOSED IMPROVEMENT REFER TO PLAN FOR SPACING ; � FILL DOWNHILL SIDE OF ROOTBALL, 2:1 MAX. REVIEW LAYOUT WITH OWNER'S REP. TO DETERMINE CONFLICTS � „ �� E _ � _ � ; � SLOPE, COVER EXPOSED ROOTBALL MINIMUM 6" a�4 °� � 4 Q �' OR INTERFERENCE PRIOR TO STAKING. CONTRACTOR SHALL STAKE � � , CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY MULCH, 2 DEPTH - - �/ � q D ❑ PLANT LOCATIONS FOR THE APPROVAL BY THE OWNER'S EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION - � �Q REPRESENTATIVE, PRIOR TO DIGGING PLANTING PITS. THE WITHfN LIMITS OF CONSTRUCTION, AT NO ADDITIONAL COST TO 6" _AMENDED SOIL- � � .,'4 ���� - 2 � �� CONTRACTOR SHALL RELOCATE ANY Pl�4NT AS DIRECTED BY THE THE OWNER. RE. SPECIFICATIONS __ � � � � � ; , � .�... � � � I _ � � OWNER'S REPRESENTATIVE PRIOR TO PLANTING AT NO ADDITIONAL ' � �� � - - - - �� _ _ MAX 1 , � 2. CONTRACTOR SHALL PRESENT FOR AUTHORIZATION TO THE ` � f , � E , E t � � � f ' COST TO THE OWNER. O W N E R S R E P R E S E N T A T IVE ANY PRUNING, PLANT REMOVAL, OR _� � -- _ � � � T E � � - ' y � � ` ��. YWY- � � W � v -- � E�-� P-3 & J Park & Garage 5. LL DECIDUOUS TREES SHALL BE WRAPPED. REFERENCE OTHER LANDSCAPE MAINTENANCE DEEMED NECESSARY FOR H , _ - ,-. - , -_ X �� TBA�L� ;D] ; � � � � ; � � � � , ; - , � A ' SPECIFICATIONS. CONSTRUCTION OF PROPOSED IMPROVEMENTS PRIOR TO �� � } ' � � _I � I ; ; i � ' E � � 6. ALL LANDSCAPE AREAS SHALL BE COVERED WITH A MINIMUM OF COMMENCING WITH WORK. NOTES 1 . REFER TO VARIOUS SPECIFIC TREE INST�LLATION DETAILS FOR 3 INCH DEPTH MULCH. SUBMIT SAMPLE TO OWNER'S STAKING, GUYING MULCHING, . REPRESENTATIVE PRIOR TO INSTALLATION. 2. THIS INSTALLATION SHALL APPLY TO ALL TREE TYPES AND SIZES ' PLANTED ON SLOPES TO A MAXIMUM OF 3:1 . LOTS P-3 & J .�lt � - LANDSCAPE f 4 PERENNIAL AND GROUNDCOVER PLANTING 1 DECIDUOUS TREE ON SLOPE PLANTING DETAILS � L107 SECTION NTS L107 SECTION NTS . L 10 '� � SCALE AS SHO1fN 1 s _ , . , • . t ,,..�, r , 3 - . { I rrigation Schedule ` " �`����� � � _, J f �� "�- -__ , �'^- �'"_- _______+_ �__ `; SYMBOL MANUFACTURER MODEL NO. �� '��DESCRIPTION JDETAIL NQ� . rJ � t� � � l�f�� F/�� � Vr� � � ��/ {Wi�/� I��/I��MI' �I�MY T7�i/ � � - .. � J �J � �� o• R4M 31RD 18�G 8,4M PRb 1!�?RIP NOXZ PiOf'-t� 81'RdY I�AD �__ � _ _ ' __w _.�_ 1 , ` y T � /�- ` _ � i � � / c o ■ R4M F31RD 181Z SAM PR8 ItIMOZZ HI-P�OI''' BPR�Y HEAD Z � � ~ -_ � ' --�-______ / J �J_ __ � . HWTER MMI-CLIdG R4M BETIbOR 1ri - �� __ __ __� _ _- ___ . ��-'----__ i i � f O � �n7Yw"�F F/�r����� � `J ... .,.. .. ... .. "��,� _ i � J ' � ��8�� �1.�. QV���.�.��/�.� � �� � ` _ . -� ��- _ __ � 1 ` "�--• / RAM BIRD PEB SERIES ELECTRIG CONt1�i0L vALVE 3 �� � � . 4- ' -''--- _-_� '�� ' rT� ',c__ -�_ _ _ _ I ^ " RAM SIRD EBP-hIG SERIEB �GtRIC CONTfa�OL.LER 6 �� � ,' ,` -''�-- _ �=_� _ - _, , '' - r � (, ~ ~ I � ��__�_____ ' __ __ r. ►t Llt� 81XE GAtE vALVE 4 � -'� � -B�RIEB l61XE �16 pRIP V,4�.NE �48�MBLY 9 (✓ � . i �I � i �! � ��� ,���� � � - _ _ ; , ,, ; � . ��� �� $�� �P �� �.�_� a� » o R E �, , , ; ; � 1j o � _ CRE �, � - _ �-__ � ; � __________ -_. ., t� �_8�,� �,. �,P,�,� � EK �RIV - . , -J ; � o �-� i E °—.. + _ . - � �t�nyt_ m-�-r� r�taFn� t�c�it� �r��n� �;:� ��; � u� s�m eE r�nc rr,an�tr� s � .��'f / r� ��� � -�.�.. ; ,` ������������� f J ' f �� !F . . r � '� � {f � /� � / �. -. �J f � 101d P8( NSF- .�'MM.1�IA P�OI. L�4tERAL 8 {', f'` . �"/ �f� �// ; � �� � p _ __ _____ � � ,�`"� . ��/ '� ��' �� ;f _�_ - CL�Sb 160 - !'1/C' BKrEE1/MG 8 :'' f.� � ''`,.` ,, � � �___ _ EE �, �; ,��/` - - ._ _ � ``` __- - _-�____ _ _- __ h`"�. / !� �/ 7 i��_ � ':� f !,,• ,�' t I yai.y r� ` ""' o`�`'%�:::� I ..... •.......... ... ..� _����� � � /'� � ' , � f�`f j`F 't� ,....- y �___________- �x�.� ;��h,�`�F` T �j '� �•l.•. .t.. r;:/.9. >:o.F � J ", " .._. f i `�- ''��'":�:,'�:"` f {�c"=�a,.+� ^ / � ��;,>:N� �`,:>"�. �'� ''� ./ "� �::':'<:;.:5.✓�,eii� '�'`�X, 1 \. ' / ::..... ��:X�':}q:>'.� ,o�r,;.z,. . J�. �� 4"�'�• _ / �'. !`� 4. :.'G.'.' '�``,j. %-'' / f ,:''�f`.� `; �' �,,,�;,;;t�F;� ; �<y �:3a..•-;:'� �� � :HY` f t / S>:�::.,.:.>:x;;::ri,:Si'<��� „�,:�, t j�` I - __' �• �`f yi:�,�:�'_� :<✓ y.,...��f;:�, t StAT10N NO •, __ . ;: �`��`�;,.:;:. .. ..:, , s:. f 1 ��, - ', h,;i;r: ,: �f Y Y ' f� 'f. ��,;;,w,.�.._a✓ .,�,;;.�,' ��,:x,��:;s�,o-, / .... r ♦ � / . ., '>. i..;.�� ,i2�` �x.�•�::.,- f / _ °:s::f,fz's�y ...f-.;»,;>;::�a;,, � � � ,'► .... + ♦ r�`f l ! G��..:���y��.,. H/'. CON7�OL V,4LVE 81ZE . ,::;:: . I /, i ♦ 4 �� %- •:C.f �'." t�y� ..y�,•.�.:��• F `�.� ' i � r a ��� •�'�`� ��"~� � C. �f,i�,��;,:,�i�, Q ♦ • • ♦ /i i' � "yy:;�n��� t ' i.�.�r- r ♦ r • ♦ • :,:a. , ...'.Y.��4E;:;r:�,£ �� �r� f � � / � � %f v... �f l�^':nF'..�1..,~:���. � ,f"' ,i ��� ,,���r'�. � . . . ,.�' � `��:. x,� �,;•..z�,. , � • • • G 4 {'r j u�'1,�a p .S / i + � de nbo np / / �. �"�j,'i, '� E � n n u e a o i �":;;;'-�"'�';`,',;;`^;<,.�� � o e o e e u �/ � �;-. <iof>:.»;;::::<�.. �, � '�/ f / :<s , � , � tr p�DP D pP� b�pb .\r :! r ! ;a.:�``'r:?`;7.'.< S A 6 D �App�> > >�> p�O�D ° ♦ ♦ t / �� �� ��j'�� f sii£,. � � � b P p � � 4 R b P P P p e D p p > 4 > > A b G > G ♦ ♦ + ♦ / / �:?^ p�>p4 ' P�>p> pSA s r ♦*♦ * e � / �,••`f�, ��, `f/ ? �� f 4 b p A b > > > / / f•' i 6 ^ e o- g > s �' �"�'`", ,V', RESTORE ��..�; O , �o ' '�'' �i ' s ` � �. / �"k.i LANSCAPE AS ` ( ` �y`� � � .., !. . , O � �o . �� ,. { / i' .,. t « . } ti � ...�. ��� ,.�'� ,.. . . . � REQUIRED WITH ' -�.�'°,- • � `' W •'•'.•-•. O � 'ri " ; '�� y '��� ��`�� � �```"� . �'� � r f.% a ♦ ♦ ♦ ♦ � � / �/ff y\ �,� I� r /'�. �f T( r ` ` � !��� .����� � 4��i ;i;��4 / /, ...�_� ���„ \ • `, '+.. f � ' l� ' � ♦ ♦ ♦ i T � c n❑ , �� , � . . .�._, n d b � r�• "�. . •.• �. �:� %;� �;. .; , _-_ + "�r � ♦ �'� ♦ + + E ' f ♦ i i♦' • ♦ ♦ ♦ ` . . 1' ♦/�. �: .`. � .� • ♦ + ♦ ♦ • • + t • • ♦ • : ` �: � ___� �� ^ � � ^r �K � "� �"" . + . ` ,>''� I. « .�. . . . . , f� . ...�r. '��. ___ � �` p 1 U \•,a --� _ .__' _..t � '� O �� / ♦ ♦ r a ♦ ♦ • \ a �i ♦ ♦ ♦ ♦ ♦ ♦ \ I f'•.f \ \ / tf __ . j.!'�-� t + Q '., � ♦ • ♦ + ♦ ♦ ♦ � �' I '�� * ' _ �_� � . _ _ t '�� �� � � ♦ �+ +♦ ♦ Q Q a ♦ a ♦ + '�.. . �� t� ♦ +�+ � `••, �\. \t'. *�`� �..i __"-- ,.� _'.._ �� � d ♦ s ♦ ♦ a d � ♦ ♦ ♦ ?'4 `'� '�, l !'.. `.,/ � b -� � � p ♦ 4t ♦; a p Q Q ♦ + �� �� \ / Jl,, / '''� `.. --� _ ' �_______________ _� __.��__� '� �� �+�� � �� �id1�y��i�T�L w��8 W�T�"� ^ ,� � r` ° ° . l ! �' � .� �� , f ___ __-______ ______________ _-__ ��' / � � ��^y' ��.......! , .* Qa d .� „�:, ...f+� { :�`' ,,` �...., . ,. �(, f '���. �/L/1 N 1v1� T"lilV/1 1 �iVl`11w�1� ��� T� � � � '/� ` . . . a 4 a � l' d a Q **i+i ..'. . r`, '- �• �' .. ' -''--------------- --__----`___------- M,4M. BTUB WtREB M Y.4LYE �OX CONTAMING ' � ; �-- . . . . � d, . �� .'.:: ` - � k;, ~,-- � �.�' ..x` --------------------- . ` ` � � � . . , *« + � /��� /�J/ /�/y�p� /�� `�. �~ . �.i �' • « ; � '. �, {iil«�I/1� W{d1-J�� V1�lI�� :_ ��.. _y ' ,/ � a ` QQ f y s ` • � J� r:^ O y M1�°� \ \ ,-- ' ; � ` �� �^, flr �, d Y d a �,'��' � O� d `�. \ I� ` � MILL CREEK COURT BLDG `� '�' ' ` � ` ° ` � � 4 _ �� � _ -- � I �T ,7 � t,• ♦ A � t a J � d �W'' s ' J ,41 '•• • � . a �� r, {': � ,> �,,.�, ,," 4 . . . O _ A'` .. __..- � � , �.�. �� � ♦� � r � Q a ♦;a ,...- �♦ , � �(..1 • • ♦` , ; _• , , f � ' a � �i+ � M1 . ' •4�♦ r � • _ • ��a�f"+� ♦'• � �, .... � (l � � •-�„ �, � ( 1 1 a d , ' • �� / � � -... ^� " -,,,. _' ♦ ♦ s 4 .._ ...._ .._. .._--.-.-----" � !� a�``a;. . , r^ � l��...f � a � �- _ ' ,� ' f ' p '+ -- .... � � � '^Y�- - 1 ( • t� ` Q . � . � ��'�y' _.. �� � r�i�� � I 1 + � (� �� a Q � }f , �� o a t i �/�`� � f � � 1`� A � � • 1 � i + 1 ' �..1 �\ �� E�,l +�j f�; � a4 � �� � `{ �� `� - `" ' �' ' ' rry i \� � f ; �r.. , .f```�/ � • � � . '� 4: •. ,, d _ --� , ...- � t �` � (1 �,`R �,� ' ` l �� < <a ,� i �� .�• , d A'1� _ ',, < ; � J 4 ' .�` ' �►+�� � � ` ' , « 1' �'� � - `� P ,�r� , `� � �� r, 6 — EVERGREEN OWNER/DEVELOPER / ;-' � « ,r , - �11Aii •� , , . , . � �' �'' �?;, � � � TREES � � � i` �' . � � , �� '�'��•�.� } r � ,a,e �' b - ���f�� �.;�� � VAIL RESORTS �•,, ;r ; `�' � , d I {�'f+ .. . • � 1 z�...,�,� A ;', f , ,��, , . �� �, `° Y ,�' � �__ _ _ ,-, , r�� ����;�,., �` � DEVELOPMENT � ♦ i ^ '". _ \ � ' �--, �,` � a � / t �, �,, ' i ( r / ' •: ' i� - r ,, , ����a������ _ f� _��----�" ���_�����_r} 1, I { - -� �. ��-� ��• � , - � r�� � i-. . CON TRa�LER LOCATI 0-I��J i� ��� -�-,ET � ', COMPANY - i �. � o $'-�- �- t 1 - � %'/ �' �• ', • , ,`� �f- a �� � IUALL MOWT ONE RAM SIRD ESP-MG 16 STAtION CON't'f�OLLER ; `� `��.�;�. ,," ��� I AVON, COLORADO . � . :�� 'v , ���..,�' "� � -..; . ' � . . . � :� , � � , � .� aT MD IG..4TED�t:OCATION. 1�0 YOLT ELEGTRIGAL P+OtI�R IS = �,.�;T �; T� \ I _____- -- ' ; � �. t. ' °X ,, � • . • ` �!�;' ��°-.(t� �k� 1.�4B1.E 1..F CoNT}�oLl.ER L E1.EGTR 141. _ � � � •, ;; ; , r . ;�4�i�1 WITHM 10 OF OCat10N. IC ��:: ;,, ,�,;y,,, ;�*� , L-- ', '.� '. .x�' .'. - � � f� ., r� r P�R �lp CO�WEG710N t0 CONTFaOLLER 18 SY CC?i�t'CRACT�WttH� '� `'����Y, .�� �-' � ARCHITECT OF RECORD , , ` .,, x. .,�� � � . ' � '.� ` / � �M -=r�i ��� �� ' � �,y ; , ._ ; . , . ,," o o � t IIJORK C'�OR!'11NCs TO LOG�L COD�.FEEB AND t'ERMITS A�80C r� �., � � .'� �� ., 42�40 � � '� ` ' ��..��. � �' ' ' -�„ ;��-��, :-,��.��# , : � y,� -�.. � �, . , ; i ;, ° �, WITH WORK A}?E TO 8� OST,4ME0 �WD PAID FOR �Y CONTRACTOR �'- �- V I L LA f Ii�T,4L1. RAM BENBOR ON EAI/� OF S co�ct to ` -� �,�� � AR C H ITECTU R E _ - --- '� 'f- f ,.� .�p��..���� '�`, -=��,.���..�� '��: �, - �_ ' f ~`; ' f.' � ,'` �� �� , � ���''t `rl ' Q _GON�Lt�R f''ER M,4NLF,4GTUR�B �1�AV 1�VI� '=r 1°�' '--r 1`�Y I Denver, Colorado . .,. , ��:;,- ,� , . ,. ,� � ,���� � � VALHALLA ._ ..� ... .`,: , ` J !F �- i ' I . �"�� e : � '� ?... i... '�, � " . ' .. ' '°�� ,�•f`�'��,`��. M'�� � ` ' �� o �' � � BUILDING - - - " " ' '' � � i `'�� .♦ �`,�/'`•, `�/ `� � r �' ' � r� •t�� xy���� �-� .'��+�{ �� r' �` STRUCTURAL ENGINEER ,�', 6../*. �F � r��'�,� f %'` � *r •r �. i O ° . --r�� _r��'-', �" �� � MONROE & NEIPELL ENGINEERS, INC /���... f \ • �'*.. �\ ' " / • . . -f _ � - ' `", ,.. ,.,: ;�,� , ,� * , �-' ` .•. .• •. ,, ,+ RE. ARCH � E. � �. ,l . ; � , : . i�+ / i ''�� /'� . ,/ « . . r ,�. �" � AVON, COLORADO ♦ / ''t ',' / �f • • • t.� � � y) ;'��i�� ,��it,.��<.�• f� � , MEP ENGINEERS ,\: �;'�i'.., .,� � �. � ,� + + a � � t °� � � -�- � �r r Y��r f f � . '{� � ," ABS CONSULTANTS. INC J�.. .i`� ,/ '�: \<'� •,! � �' ��,�� •� . f 1! ,�""� ,/�� t'� ��f`�\ ti. ♦ �'� f='n '�, X k/, ° a° 1 !�t � , E �" _ --' i l�'"r�_r��� \t. , DENVER. COLORADO ���� i 4 S`� r.�.�:. 1` ,! r� j � i� i' f�'•... / d G !�. :� �j i '"�° J .. --" ' 'F 1� ��" �,.., _Y_ � 1 '� 1 � ` �• �! �: f, � i. � ��;� ° Q �` �.,,-,��. ' _... - " -' .�l .il � � t � . • f f ;\ '.?; � � LANDSCAPE ARCHITECT `�. .��� � � ' ti t� ,ti ��� � 1PENK ASSOCIATES '�� �. '"\ .i �r ��f� % � +,.' i� : i'� 'F� !f/ ��. /� � ^ � _ p ;,, � �, l� » t-��, +.�� ; � `� DENVER, COLORADO ;'" ."; ,! ��' %� f�` �J � �� �--7...,y'._ �/2 r�j+�•- .._-r��1.��'- • '� � � �'" �"' ,-,..Jf~�'1!'�,.� � ] ��`'� . , `'� 1 �'',''.�a , ,' . �� Y�' _ , a '..._ I���f�.- � �4 MAAIJ�41.GIQAM YAI.I/E Y� � 'F �`��" ,E, (�I i , ,� .'�. 4 , CIVIL ENGINEER f ,�` r� 4 �.:� l�; ��''�f f:.�� '*�� � a� a L,, y � _ _ _ ... z.� - �: � , f �`; ALPINVAIL COLORADO� INC ♦ ♦ a ♦ , > . i + ^� `' � ,i Q � o ,,,a _.-- ,.,_-. �-' �...,`�`-� •�`��� �`'� a t,.i + • i' �•.. _ _. •- a ♦ ♦ + sr /� / Q p Q a s;+ �..■ � i"��.'' E� �� i < �'O _ "_"'. ^^' "' '1' ��3- 1 �.F•� �ri v,` __ , i • + r ' '�' ���--x t /" � LAND SURVEYOR / a e a Q� .`' ` ``,,, 'i' `.�, ,>`` Q � � ��� �`+`��. � _� � � PEAK LAND CONSULTANT. INC / / �W • � •,` . �. ` . 4 ,�i i ,. f / � VAIL, COLORADO � :� d � i� � � .i� `�'^�' +* � � � ... �� � � ��'�,�J I // l� � • `� �� ♦ �+ ♦ + � .,.1, �---Y-� �Y- � � � 4 i + ♦ 4 ^ ,� � � \,: �/� : i ♦ ♦ f .� � .,j "..3..�� � .�'�/�f '� + � ♦ a • �� � ,,,. -' � •f'T �F? � � '�� ' ♦ ♦ ♦ ♦ �` t��� .t���� I i /�� �/ �F�: \ / � � ♦ *+ �++ . , ' � T ,,. �- , " � � �"' / i'yF ♦ ♦ ♦ r t 1 r f j *'�A ♦. ` i,�^. �`4'� ��� : �.�1 \ '` a ♦ ♦ ..- • t '���F !'' -.. . .'� " .,y } � � 1 ; '-�� !wa^ �,,��. ` PROJECT NO 20693 03 ♦ �` . : i.. � , �� � ',.;� .,; �� `�' � x \ ` � f,, a a � '` �' �" ��s �-� �..i�..:�''�"�1 ._. ISSUE ISSUE ISSUE a � 1 ' �?�,, �` *� '�' ` -* t NO DATE DESCRIPTION � \ f�.M�' t � � '� Q a � t . 1 `I YC'� 't � l �" .. � ;' • '; � •;� �" � a As �.� � � � , , , . �' •.\` /�.,r , j.i� � x, }{_�' ° � � �-- "" � �-=�1�-�A''���; ;�t � I �`Y • f 10/31/03 CD'S ,r� .,` ;�r�j '; , /� \ , 4a I � � � ° M3� � ,F v,_ �`,F �.�� ��`��� �r-1 \ � / , _ _�-�----------- --�-- ..� f A� \ i + � � ` o� �~~ ^ � � �� 1 `r 'y � � �� � �K. �� . �F � � � ', �. . o'' � � �P 0 I N T 0 F C 0 N N E C TI 01�- �� - � . � .�� -�_ �.,,{� , , `` r + n d Q ` r� �A'rr J� ,!'_'��4i .s, 1 - . ��,,,,_ " \ \ i .4 , � � ' .. , � ,�._-.--��= '�;...�� �� ' f` ,.,"� '., `;«. �d,< � �° �t CONTfitA►GTOR 8H�4LL t1E CNTO 1' COPPER BTI� f'�OI/IDED 8Y �" �t _ � ��.;�� °° ,� , ��! ��,'�- � a • , 1°LIaMBINCx _ OR �►T ,d►Pfs�OXIMAl'E LOG,4TION SNOtt�i. EXTEND �.��,,� �`;�. � " �� ' ��; ' ° �`� ' � ` � �`� � ° °a aa ° 1l�I�'tIC7�tt.�'`I' ,d►8 REG�.IIRED +41�p F�et�E1'R�d►'T'E 801,IT1-E tU,4�.L 18� SELOW �-;-;'f� 'f ,�� S. i / \\' '• � r a ° < _ ' , , � ,, ,r- ;,-- �,�� ��,,\\, \\ . °ea a° � �INISHED CxR�4DE IN 1.�4ND8G,4PE �4t�A. INBTi4Ll.. O�NE 1' Cs�4TE-.a/��IE;T ``�- `` .� '�� _!" /�/ \\ �� � .c ':�; , ° a. �' ' ONE sGt' Mi41�b4L ORAM, 4PlE QUIC�C COUPLIhIC�t V,4L-17��ND EXT�ND `��i'', '.� �''� � • ; �' �, ` ' i 1,� `�_ .= ,� '� ,�•- ����. /y' � ` ' f'YC M,41N �4S SHOIIJN. B,�►C�CFLOW PREVEi�TOR IS � RELPOf�Bi�i�.IT1r f'' , _ � '���+; ,' � , , r , � ���,.�\ , . '•, i OF OTHER TR�4DE8. TR�N81710N �t�01'1 C'.OI�'PER TO P1I+G PtPING 8H,4l..L � �y.,,'��rY `� '''�' - z � ' RESTORE '!/ , � _ -`;.--' � ��. :� " �.� . sta�r a�-��c�c�,a-r� va�v� �ocarroN. w,a , ��: , ,_ _r_.". f �. _ ,, /;,. �:,, , ..,�` y: .; ;��TR�►TION VIA LI�C - BE�I. A�ID NoN S�I�IG C�ouT ___ _ -.� �=i'�����,� �j� ` LANDSCAPE AS /�- ,.� i �',�, _ - _ Y�. ,� x} ,' � ?� REQUIRED WITH �' �\�`\ \ � � M � !lt"l �� ��'Z�<M�` r....��-:i �, \/. -- ..,, ,. \�� . �. �-�.,�� �-�_�'�.a 4 � � �� ;; S0D . ` � � ,=�' ��`.�� � �����r'� ' �`` � .� � 'Y� •� '' ` � � \ ♦ � ��;�,� ti, '��, '�, t�'•, -, ' � � ♦ ..:.t� , r � i ` � � � I � �� �� ; �-'_�S ' i` -�H �. `` I \` \\ � / /�'\ I ���t � ' � , `. � /�% �/ `` �� �' \\�� / 'r`� O ,Y����}�.���� ^```�.J _f . /,1i� �\ `t � � /r ` ' \ \`\ l O I � O � •;`� � �,r� . . ` ' . i ,• , -.... �, �, ,k. Q � � O .'��'.a�z���, ' - / ` � ��„\_ �\` , � � �// \\\�� � �\ f' O �O �S ,t�i . F "'C, ``t p : � ` ` . �� -f �.� I �: � ; / i '� �\ � � `/.. /_ l ` �i ,\� i� r.,'�f � �.`'�> i \ �� "" ��� .-L .-1 �` 3 f: / `` � �� \\ ••+ � aa aa _.�- " � � � ��`'� `� _� �, � ` %� � i � � �ti /� �� �� 3 : `�*♦ r*♦ aahaaQ / ��iF f � '_ f. ,� � / \`. � �\ � ♦� ���♦ ��*a 4adaA��4 � .f . ' (T � � � � \ i �i + r r a4a ll / � � hi � `� �� \ ♦�����♦ i a a a Q4�6 ,�� '�� 1�� i .. 1 ' �„ �..\ .f � \ , . ae �/� ; i� ��\ ! � A� * � "���; �'`�� ' x_. `' �._.qt� ,,.r ` f� `, i � �� �. � � .`\. /� � � ��.'���. �' �iF �`- $, �, .' ' i `. � � '1 1' �.,� , � , I � � � � _ ,�r��i�, ,,`l'';;. ,- �, ,� 'v . <, � / \ � �� �� � ^ ... ^ �� ;rii� ��. .Y,$ ° " ' . � / `\�:\ i \��. \\��\ ' I �� ,•��j. . / ��] M=f �+� i � \\ ' „ � - . / � I ` �\ � � �', . �` � , ' ��, �4+i*« �� ' �.r.,+ ,�;-. �' �' ; ., ,>,, I ; � '�•. „���., � _ '� ,':•:.• � "� EXTEND TWD 8P�4RE CONTi�OL I�JIRES WITH (�,�� � � \ � y�� ��^��\ \\\ �I�� I �I�� Ij�i�'. 1��•1 � �/ T� � �'•f � `� t�i�• ' C�IM� rl�/i � w���lw�-1.+�1�'��� �O �w � gORE CREES DRIYE �l `-�. , a�a�a�� 1-11r1� �� �I�� � T r ' � � � � \ � _ _ . . . «_. ;�.. �►�.�.�� �r1���." � � � I � `1' � I� � . « « • . : � � � �. , _�i _ — - i`.�,,`� �- -,�,a. .�., i ` QUIC�G COUPLIT� V,4LVE. � - , '° g° �� i � . { �; : _, . � � I 1 '. �� \ _- --- �. '�J #4�' �i'` � . .�. . . ,. _� �-� \.,.. '-�� f � �L� Q� // �t\ I � \, � � I I ��`�.E .F�, ♦ • a r ♦ + % -^ � 1 � � \ ^ s�r ♦ ♦ a ♦ ♦ I \ \ \ \��' •I. \ J "_".__-�' �" •.�4a�+r*+i*+�• ' , v � � ` � \ \ \.. \ �� � r��. `� +�♦�;�;ti♦ +{� � �� ,,,, " � �� � ' ,�E` \ \ \ \ � 1` � �� � �y ♦ ♦ ♦ ♦ + ♦ �� . I \� \� �\ \� '�� � l j�- �J� `� �+;i ..+«��* i�_._.._ � �___,,,,,,_� _ ._. __ --- �� � � ❑ i I �� �� �� �� �j t ��r _ . •- w . r + �•7- � Q Q ll" \ \ \ \ � f \ �y 4 ♦ ♦ + f � � � �� ; �. �, �, � �, Q � . . . .. . . . . � t �� . . . . � ? ♦ f f � �� � , . , . L_.._. ,:�. . .�. . m Q �� \ \ � � T �, i� + .+� �t� /�y `�•�, �i �`\ \ \ \ / \\ O ♦ � il,.' +r� �+� i � ' � ,,S� � \\ � \ � \` ^ '\/� �� + ♦ ♦ `''� �'t, • ♦ a r + ♦ � ��� '//' � \ �/ � s ■ •���+*♦ ♦ f � tiJ � � \\_.____i �' � • ♦ r ' a ♦ ♦ ♦ r ♦ + + ���� \ \ ♦ + • ♦ � ; + r r + ♦ ♦ r � �� � � \ � ♦ + ♦ r ♦ ♦ � + • ♦ ♦ r ♦ + a • ��. � � \.� �� t � ♦� + a+♦ ai s����♦ +*�f��� �•�•� i \ � � + t ♦ },�� a ♦ t ♦ + ♦ ♦ + ♦ s i'� � � i ♦ ♦ s 1� ♦ a ♦ ♦ + r + a ♦ a �\ ��\` � ' a �♦ t • a ♦ a r ♦ ♦ ♦ ♦ � \ �� t a ♦ ♦+�+ ��+f�*+�}i+� ,�. � CHRISTIANIA � � �. _ ` � ir * ' . •� , �• \ i _____ �, ' • • ••'• , \ \ /� \\\\ �^�____, P-3 & J Park & Garage • _..�-- � . � � . `� AT VAIL � � �� - , , . • \ �, � ' --------------\•;� �� ' yv . ,. . � , ; , . , . , , . , . � ,� , �� � � � � ` ,��---- � � � -------------. - � �� -� �,- � .. , �. '; , . � � � � �i �, . \ �\\\.\��`,/ ,� //� i �,,,,� , � �, _ ,,,,, , � . �_,, LOTS P—3 8c J ,, r �� � ��_,_ � .`\ I ��,O^, \ \` ' , .�\ ' I �`� ``\ //^\ f � � • ��� �� \ 'f' '. � �� ``` �� \� � -�'" -�� IRRIGATION ��`�� _ . , , , , _, -,,, , . P A ` LN � N - �� � � H droS stems—KDI �nC • Irngation Consulting ���������,�T ���TT 300 Union Blvd Suite 405 � 1�1 l�l Lakewood, Colorado 80228 � 1'� = 10'-0" SCALE 1�� - l��-��� 303-980-5327 (fax) 303-980-5384 _ ' I ;-� � � � � - `� - �i J e�r earra•t oR c,�w at c,�eaoE 1 I t�a,.Y�►t� -au�to a�o� � � � 6TAW.ESb 67gEL CI.AM�°• N6TA�.L'IUlO CLAt"Pb GN � I 11�l�' t�'064 FI1TprG6 10'I�OIND VALYE TlO�C ` 3. 8ET OOTTOM OF GAP At CsRADL 1lEGT,qNGWAR Y/ILYL 00'K�RM�D i ORM� '�Gll'ON LID OF4 si 1� I � j LID WTH C�ONTROI.t.ER t bTAT10N! , � �,. �l�1-f t�G�NIC�AI.BPEC�ICATIAd6�. Y DOrX. O I ..._ ClM!!i t Csl11'f'Sli,bIDL�11�4LK � � 9 I�iQD 81�iF�IIA�Ef�E,4PPl.i�LE � , , C�R DO'X O�'11C-R A�LY t�� �(I` �f�( �, �t��(�� �INIdH C,�RADE -'.�."1 3 ----� �LKii�.g ! � �"'� ,� �` ```� �139�'�-=��— _�!I i��i! — i��-_�_ I � '--1. � — I l _�,1(==- �� � oR wuQC eu�ac�w� � _� _ I � _, l,� — l -�� � �IIdH GRADE —i� , � � i --- ���I-�—�— 1��1—, ,,� i �=- �l�=� 4. ��I==r��l=��� —,III �' �-� �1 I(— r�+or-uP a�A►Y�c __ , � — � � � , � � _ , � �f' _ �, '�� —� ���_ � � f f-� � �o�nc�r��coNrwaae cotl.e o�au. �r�tawt�wwcE• =i � 'i ' `— 1'' — !I 1f= BPARE Wl�s WITWN vALvE �I�t� �fl �= <<fl�' lJOX Z' �'� 1'VG Dr41.L Y�41.YE -�il°I�d°tPf h'MIP�iP BCH.�lo t"1�C ELL �E� — tZ�HI•�6PRAY 1�EAD o o� oo p ' � � : �8yo1�.��o�� _ O . o E L�G T R I G C A�C r R O L Y N.1 1 Q �'� �( ki'Mt}°�il•hfAl�.laX�l.t. � � �o •" � . . • • • � x�r 8CE1.t0 r'VC WPPLB a A 'Q o � � 3�/4rt'C R I J 6 F E D G i I�A Y E L 81�"R°-PILL 00'X TO � �� �' 3 F I LL D�OX�TOD W T N N�O R� t • • �� �� � • �f �v,T���/la.���Y � � �. T� ��1������� � � �� �b ��o p dCEL a0 PVC�NIPPi.E -L�NCss�l�l Ab r�� ��'�,�` � +� } i�G.Abb 1i�!'�C'dL�YP � 0 0 -- �'ll�p � ��. �`: �� • � l� OOTTCM TO OE NOTG�ED � �,�� ao��.00w � �� ���e� ���a��� a�ca�rr,acr ToP o� �,�r�troam�t��c�o� �,'�c t�ti�-a•�.�wtw e�v�� -ed.ve�t u� m� ..s� ;"f 9`. � 1'i01.1'ETHYLEI�[?LA1'�RAL PtPNG 11�/NdERik �lr�h�LE�I�14V/1PTER 10 dP�G4T1Ad6 _� � � ��1"L41t�NE , �j'IqPT P�ITTMCs AND 6tA�d6 OTESL G.AI"P8 1°IOLY LAT�RAL}°I!"NCs IW NbER1k�' COMROL WRE DWDI.E �1 O !hP'r RIITNG j � � NOT� 01,4hETEl�+6 OF O�ALL YAI.II�.PVC PI1TNCib AT�NIPPi.Eb Q � NO�fft.� SET I�EAD PER!°ENDIQlAR NOI'L=e 8LT 4EAD PERI'�ICLLAR 70 — = f.� TO HdIdH GiRADE ���qp� �41.L EC�ull.ELEGTRIG CONTI�OL Y.4LYE OIAhETfR = �( --- E, PVG PRE8d1�MAIt�.� � AI°I'LY TffI.GN tA}°E TD M4LE P1/G MPLY T�9.ON TA}°B TO ALL MAt.E Y�41.1/L��8 dF1�4LL OE N6T,4LLED PARALLEL OR!'Et�!°�IDICLp.AR =I��� dCF!d0 P11C M4LE,4DAPt�R!��-61XE � TI�N�EADLD iqTTNCtib P11IC TEM�E4D�D i�ITi'Nrab t0,4DJAC�NT bID�ALKb AND�LAIlD d1�ACE6 W�EIlE�lml'LIG4OI.E t0 EQJN.GA7E VALYE OL4hETER ����� . . D01�LE CI.AMI'1�lr' t�'�IAI�ETER NTTMrG6 �P!'LY T�1.ON TW°E TO AU.MALE 7i�EAD�D NTTO�Ysb AND .� OOI�LE G.NhP iti! !� DtA1`ETEI��ITTMJGib �t � b�I,D6Ey�t�t.gT I6/�N/�OT t/0��0/�8�UTII.IZ�D fOR THIQEADLD WPl�l.Eb I�Ib?LN�i?D d011. �`_': �:C::C:y W�Ri�W�V�M{ ��F x�:'", ,. y;;°,s>?�`>i i t. y��sz''s,'�. /' ,�'��i3i�f.r:s^:':H yi�`ti.�:. — — E E C T R I C C 0 N T R 0 � U A �U E G A T E V A �V E �� .��� h������ ���'���<q��F �'��� POP UP SPRAY HEAD HI POP SPRAY HEAD ^ � t �� .y;:[>v,. u::; . iS�� ��;�'Si:�� �:. �l;�%Q�;:%;o/ti'^.:��:_i�%i! ?3'.��`r:h.. 3 /I i� "%-' ^rs"' :)%l. � 2 �-r �<,�;s$},%�`t����y� ✓ff��4r�y�n ti� ��r�: �r�� �.� . �::Y,yF � �' . ''�i��'� „� �%;.' ,�.f� y.. ;;^'��:��i;�n� au:.�,::, laG�� � .�:;�Y�::::y� �f,%,` �`s..: w;��`' `'�'`F�,�'-/J ','`/� ��_ `:;i:`;/:;f.:,. �;�. �>;��<�Y�Y� '��::x, ''k3::l:f;:; I.. £��1:�>:: �'� �' C`f� ��''�'` 4{� V ` � 10'to0lt�1D YAI..1l�OOX-ORAJJD I1 �'D'���1 LID-��TO , � � � Z YI11.1/8 MAiilG�R �� i/�4'1 .��'I�FED C�1�4vlL 8l1"N° � �DOLT�t0 UW.L � iD'RAW�Y,4LVE OOX �' ✓ � �t ��_ �� � 01�4ND 'OC' INfO YIILYE 00'X yr�,�'� _� —. � � �UdH GRADE � it�1 11� '� 1.�. �TD��. �� f�w9"' 1/� `'�5�f S s'SC%.�vY'� ��/��'�'��' ' --" ��{�{�g , •: _.+..�._-._.,�.._. {• M'a��t � ..• ��� •��♦ • I � i'' i/�' �� W�4���= l l ,,�"� .� e��. ^,,��� �A.� I i� I=_ �':,. ;:.: ���:.-;: -I I ��—_ � ; .. .�; `•:,:'` :�.::::�I i`'I '.: i:•� �� I I I ,E i I-- / .t 1f� _��=���,� � �wteN c�ao� �._ �� _.__��-;l—=�- L , _ ,,� .v. � .. � , �.. . _.:' � .. fI3 :• u.� • .. � , ' � � � '" ��t�l-- f !--__ � f __ �� t� :=�:.�:�;. i �. . �f € � � :.� i I f I � —f�l, i�� � — — f � +-- � 1 '�� J _ (I� ' ..4srs iI ( s: ::r. `s,.�;�.;•� I I3I I ��f �:RC. '.. � � �r�!—Ir tr;-�� � ���—� ��( -° E � f�l ! � ft� � / �� '� � �—�i I°� _ l ..��'s •� ..= • , � •• t. , �.Y. — � r _ ` '1�i' �'• � ��• � � � � -- � � �I =�� � f �, �- ,— I(-- 'I _ .�'• :� ;�.: . ---- . :� -:.. �.' = — :�• • I 1 I` —�E;1–� ' �� �� 'I� ��� _ �v—f tt/ '—�_� �� � i 'x� `�� » t�,. .t .:� ;t, �i•ai.••i:• : • }�,.: `�ti� ( +���;; � ,� ;,�,;I i l�- ��� e�rr rat.E,a�,a�ra�wv wae�e•,.ocK -- -'t �� �'�;_-��, ` I((I I t�• ::��`t:�•:.; !I I `::'• �:: :- :� �.':=��.t: I I I1 I I I( i��:•,: ;.•: j I��'r c:�'. ��� �i— ! �Q f � � fi .. a .;r:• :..,. ___ '•::: ' • � — ... :"':. •, � !i tl~If �--� ��� �1 �W�� ��l�E-F1 .>rTy�'�{y.» t �III ' � � L�t1' t�~w • .•_� + ' �� � 't�• 'W � '�ti "ro` �°Yn�( I— ,t vy.. ��' • .._- j ���'t W � 3���YRI�'���a�l. - r } � �(�f'l' O ��~! I � •yi., �i.T'? i1l � • _._._. ?�� .� �.� N�. �{� •.�S'• — «. 5��+�..• ��1: � i;j� __ , _—,.� s'cut�c P+nc,4cc.�ee e�ve - �•r"�'r,a�c, � — � �' '� �"����`�� �I t • �� :�::�:; I(�_� '..• .,:.• •�»: ��'.'.: I�1 I I (I 1 �•.. �•,����:. I I I I �� � (�� _�— L�STM ae ilE�aun�c euNa� �lu.eo�c To u�TN� � � o l�' � � n �t ".,:t,� �• s._: ___ • • �' ,`•`., • ..t: .' ��. ��.. `.�; � �{� � � Ols OOTtOM OP OGY LID ^! s�.� � , N _ . • y„ 9/4'P�dCN�00 Pv�C�O EI.L Cl) EMT COI�tJIT -NZE TD�IiCCJOhI"tODA?E !9` �``' N s��' '� t: � i:�j: . j • � �;• ,�, =I • � .�c.� • CON1't�01.,WRE C.�JANTITY G�JICK COIN°l.NC#VA�.1rE � � � �e3�`�i; t:: t - . :; ;.. ,ti•� ;�.- �. : .: � ••�•; OWNER/DEVELOPER 3/4'xC�.t'vlCNit°Pi.gdcH.eDC1) �f��'�E�� ���c�..��,�'1 ��i`) , '�: .•.t�. ..:,;�.:• �I�'� .:`'• ,••�~ • '.. / . 8ECl�COI�ItIT t0 W4LL 16'O� -'� � ��� ;' ' ��:'�����• • ' • �= VAIL RE S 0 RT S � 9/4'xb 8CFl.aD�aAl.Y,4NIX$D 87PEL NIPF'l.E �� �� � < <J ,;R=;,; . • •�c: _ �,:s. �-,• �;H � �4•aQaeec�t.oe�v,awg �,�� � � � ��� — •,:�::`., �`-� .:•;,�.. I I1 I - ' DEVELOPMENT �� �4�re�ecN.ro Pv�c ao gu. �•rr rr�e��a�e��,nc�ra.���aPr� a�►Y�ae u►� .., ' • • : _— ., hb u�wTM'°`°'a�°'n�° � i ' �`:.,. COMPANY , t ~; ��— �hcl�'1�EDr4R 6tAdILiZMCs btIIKE ��� I�OTOR LAT�R�4L PIPRdCs �"�I ��= �� = AVON, COLORADO a���r �;� —_ �:• • ,�:s.-. . .� �� �,,.��.,�� ,, _(�-���� - FI�116H CsRME � C.OI�°I.NG YM.NE�b�OGATION �� ��-'�� ��°�`� -� � ��� � sou.e�ar�t c.ov�eir� �� il=il)f=11 I � �"; �>�C,. .����� � ` � i.�►eco��azo wmz�ewn�rowr Pv�c ru�a.� � �•� �'1������-��'�°• � W/OR�4d6 Nd�T 6TMILIZfR ELlSOIU. �l'�'����'� ARCHTfECT OF RECORD - 3/4'x4 P1IG Nlf°Pl.!BCFL a0 ��.:r� W�ECwl�OIWD LOCATtONb) PI�O'VIDE UJITH 1 Mlf't�.ET . 42�40 - . �e��°�t'°"° `�`,,``;' v , NO�'*+a�T+°-�+w��n�a.�'r°"° A R C H I T E CT U R E rv�c�eei�hca�t.r� r�eeu�na�.� rv+c e�,nc�� - rc �rD�T�� Denver, Colorado a�.Y te�ort ta�ro At.�.rw.�t�aogc • �+nc pr»�e�we Au.r+t��e �t�ro,at.i.n��neee STRUCTURAL NGINEER MONROE & NEWELL ENGINEERS, INC _ AVON, COLORADO . MA �IUA � DRAI �I UA �UE E �ECTRIC CONTRO � �ER QU CI� COUP �If� G UA �VE TRENCH MEPENGINEER5 AH5 CONSULTANTS, INC 5 6 � � DENVER, COLORADO LANDSCAPE ARCHTTECT WENK ASSOCIATES DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO 20693 03 ISSUE ISSUE ISSUE E MIT��I-�'. ENII T �E1� i� I�(. E���ll l �1�;R C� ('"` NO DATE DESCRIPTION e�tua�t�-�e To ecF+�eu.e , P LA�'4 T '�I Z E F l_�a"� �1-1 �r1,�( C H�C� ��T `k,<�.=i'v'�-� �F Ei� 10/31/03 �o•S t'1.At�t'TII�1G �►OiCfiLL MA'i'�RIAL I��i�C f��C� L_t�{;�l-I:1(�d S ` L�`C�Yi�N� btA��.Ebb 6T�EL U�OIQM C#AR OR f'MCH _� .,.-,..,`� �,aqp � �~ POLY GRiP 7UBMG --.. I C�4t.LON M,4TERIAL m$Cs!°H ONE E�4R:H ONE EACH . ( �r;; �� � (; ''�' ---- ;����.� l) �.�wr t�oota�a� �. �, �1 1 s c,�a�.�.oH�ra�teia� m$ c,� nuo e►a� ---tu�o �ac�+ Mitpnca�Rr t�v�c,ae�r�e � M � t ��;> > , �1) � w-�.�n�eeu��x.atoR . .,, �y � ���_ � , __ ________�________M__________ ___.._______ _________ ___ ---�-- _______..___�..__ __ ___ RA�I etRD Pbi-Laox , �� �I� TO EDCsE �._.._- , __ 1ui' CALIPER TREE 1�Cs}'H tHREE EACH FOUR E�4CH -- te4�1 at�Dvx c.or�n't�oi.v.4t.vE Z' CALIPER'I'REE tm C�f°N FOUR Er4�CH 81X Er4CH wLt�E W1��ILT� � �1�. �w� rer� t�x� ..,. ��� n�.. �w�u ~ tvr�r t�ti+u _�.._�_.�..r.r._ .,...r- ___..._..—_ _____�.._._.._..__--t RAM d1�vD RD1'�b-zoA•DC � � MAXII"I!�'1 L�1GTH 6�• p�� ___��___ .__ � ~'� .___________ __________...___. .._......____.._.___.__...__--...----____ ____ 3 C�ILIPER TREP 11D CsPH EICaHT EACH TEN E�►CN r o�. _ _._�__.. ___DcJen ��_..__� �� Pv�c a4u.v�41.ve�r) pL,e,N 4�K+�-6LOPE 3�' G4LIPER'1'1QEE 11a GPN Nlt� EAG�1 �vEN EACH �n� ' z1 � r< 1°LANT Mi4TERIAL �F' Gi41..IPER TREE 1�GPH 7EN E�� � Ttl�L1/P ��CH 10'l�Ot�ND Y.4LYE OO'X - !lRr4A1D ,J ��� ` �� `*,��e.... 'O;, k _ _ � ., � :' EMITTER - t�1�TO BC�EDW.E FOR �d' Mto vAI.vE Dox LID. t�R '� ,'' � EMi1'7ER G�L4NTI7Y. 1�FER 70 6 F1'.CONIFEi�O�tB tREE itd GPH F�OtJR E�ACH SIX EAG�1 ` _ ~-- .����i,i'"`° � BPEGIFIC,4TIONb FOR MAN,F�4G11�RER ;' ", -- . >__ �.. 1 ��. _. �,a�ecN.�o Pv�c so�a�u.wv 1 �= to tea�ic,.a�.�ro� _ _ -- �_` i BGH.ao v�TICAI.NIPPLL - LEN�sTH,46 7 �' „-�' AND MODEL 1�R B Ft CONtF�I?�OtJ6 TREE 11a C�f°H 81X E��►CH NIT� E�4CH ,���,�{� <,,�, .�►,��,} t�ItRED �. .�., __ -:� „ . �-�-r;--�--- o �eeu�eu�Y�.� �-� �� ;,��►►.�,�_ .-'��;E�=�I I 1='f I j_.._..._._ �w��o� l � MuLCH LAY�R �FT.CONII�1�olJ8 T1QEE ild G1°H EtGH1' E�4C1� 111�L1IF E�t:N �i I ' "_�f °°'�,a,.� an � � .`s=—� - (E—I(t 1�/ l ° ~c � --�1 K- T � . o, �;, Q ' :. � 3/4 C10JdEE'D GRAVEL.�"IP -PILL OoDC 1 �— Eh'IM't�R MIG1�0-TLIdMG f ��, l ( t�� (�CC. �.._ _ __ �..�y� 1- �� � \ � �M T�OGTfIDI'1 G�YALYC OG'p'�. JAI.L l/AL1/L� — -._.. - ` � ^' ..- �1 � C'L��1.� T�E ��'i�la '�'1►1 E'.d+CJ.� i � E'.e+C�.J.� ����:�+�j ,� i� W1'f�*4� T1'�O R'J6�d'111�'1'.�C.4rf'LR � r^ � �4 l�il°T BC��.�0}°1IC'C�P t _ __----____�__.._....�..___�-? ,4d�1"eLY C�OI"N°CI�M�6 d1�4LL OE CLEARLY �f�1— r� � r �f� 11 `� �i N�D bb CL/li'IP �_._._�...______.__ ___.._..._.._ .._._._..�.._.._.% '^6�wrHN wu.v�ea�c =�'ll�,i I�� i `�_ - " — 'I� �� t,�o�� r; � ', ��e�nea�w -cou.eu�c�t - - �er�wr�ut.aR v�u.v�eax- e�eare eox�.re ��i I�' ����� - '` ���� ��`" �"'�j ��e�i�i�o��v�e�ax wv c�a�etA�noN r,u�e�-�e _'`��1�� � r =� I n�tsta.� �itte�s oN o�o8n�eie�s o� �o�ar�u.�.. t�n� or�r� ,I�� � � �; � ! - to�ucrat.�ca�rior�: �, � `, i �p�OLY DRIP TtJatNCs - RE: 'I�c.1�NrC,�4l. EMITtE1eb BHAL.L 8E EG7UAt.LY 8t�,4�D ,4t�owD t�o�o'T BAI.L. ff ..; ° � : .. . � i �a'aa�EC c�eavF.L eu�tt cu Fr� - �' =� �' �' �r- =- Y i 81°EGIFIG,4TtON8 EMITTEt� ARE TO H� M6TALLED TO CLEA►R BtJI�ZFACE �Y A MMIPILM ��°� �{' �`-� �ta.�.,�ee�e�.Y To�aT oN c.�►v�t.eu�! = 1I,��i 1� � I, oF t' AND A MAxIh1�N oF s'. c.oN'rAM�NTtRE�4ee�Ct.Y WT�IM eox 6' 1m C�4WE Ju'I'E Bt,NGE �LUBH aLL �It�B ?HOR0IJGHLY, MGLUDMG EMItTEI�MICt�O-'tLIBINC� PRlOR � No v,a.vE Oax�Xr�eloNb WIU.Oe AccEPT�e OR,4QPFaOVEp EC�tL41_ TO EMtI'fT�R MBTAU.ATION. PI�ovIDE 3•-4'd.EA1e�rlc�eElu�rl To1�01�eoN'I'ROL BEGTION IF PLAtdTMG ON �4 �1 8L01°E OR BTEEPEfg, M6t�4l.l. HOT1�1 EMITtERb ON YAL.YE dOI.�NOID�00?TOM OF YAI..YE OO'X LID TOP OF YALYE 00'X TD O�P1.tJ6H WTH RrldN GiRr4D8 UP��IILL 81DE OF I�OOT aALL. vALv�eooc eK4t.L NoT Ie�BT eN�Tualr�r EMIttEI�B 8N�►�L 8E B�LP�LIJfiHMG.PRESSURE C,oMPEN6AtMG-tYPE WLE88 �ta�TEl�b oF vALv�B�11TM�6 PREee1J�t�sau�.ATOR NOTED OTI�RWISE W1'HM TEG-NIGAL 81�GIFtCATIONb �I�D PIi.'RR BFWLL OE EG�J�Al..1�ER TO PLAN fOR 6IZE �ORE CREB% DRIVE� o ����� DRIP UALVE ASSEMB �Y DRIP EMITTER DRIP �If� E B �OW— OUT STUB �plL� Q�, � 9 10 � � ��� � 4 � a � q�po 0 � ° � ti� P-3 & J Park & Garage - LOTS P-3 & J H droS stems—KDI Inc • Irngation Consuiting IRRIGATION - 300 Union Blvd Suite 405 � Lakewood, Colorado 80228 DETAILS 303-980-5327 (fax) 303-980-5384 �� � r ' , . a � , / r GENERAL NOTES 1 . LIVE LOADS USE� IN DESIGN: 6. MASONRY a9 FOOTINC� C D E gp69B�'�iC:9z;4,, o�� ph�lLDpr ��_ A. PARK 100 PSF A_ CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL M.4RK SIZE (WXLXt) REINFORGING REMfaRKS ���.«•�,,;'`i'�•°=f m0 � .°��� �Eq�p�.,;�i�; - FULF I LL ASTM C62, C216 OR C652_ MORTAR SHALL BE ASTM C270 TYPE S OR M_ #9 AT I'-O" E.4GH WP.Y TOP ' --�+� f'� ' � GONTINUOUS PERIMETER `-�-; � �� B. ABOVE GROUND PARK ING 150 PSF FI 7'-O" X GONTINUOUS X 3'-O" o� t .�: WALL FOOTING � �, - �,o B_ MASONRY SHALL CONS IST OF CONCRETE BLOCK WITH A M IN IMUM COMPRESS IVE #q AT I'-O" EAGH WAY BOTTOM a ; d ' � C. INTERIOR PARKING 50 PSF STRENGTH OF F'M OF 1500 PSI BASED ON GROSS AREA. � � # �� ^c`,,L�,�<°' J (6)- 8 X GONTINUOUS Gp1•1TINU0U5 RETAINING � � �` : D BUS ST(3P 250 PSF (AASHTO HS-20) C. WALLS SHALL BE RE INFORCEO HOR IZONTALLY AT 16° ON CENTER WITH 9 GAGE _ F2 6'-6" X GONTINUOUS X I'-4" WALL FOOTINC� e'aa + `; M IN IMUM LADDER-TYPE RE INFORCEMENT MEET ING ASTM A82 MASONRY WALL � #6 AT I'-O" TOP AND BOTTOM �� F C �Q`���' E_ WIN� RE INFORCEMENT_ HOR IZONTAL RE INFORC ING SHALL BE CONT INUOUS AROUND 4�-6" � °d0o9�eeam;4�d��� 1 _ BAS IC WIND SPEED 80 MPH CORNERS. '�t (�6)-�Q E�'.GHW?.Y BOTTOM 2. EXPOSURE B F3 13'-6" X 13'-6" X 3'-O" d � -�(p �6� D_ UNLESS OTHERWISE NOTED, MASONRY WALLS SHALL ALSO BE REINFORCEO WITH F. EARTHQUAKE ZONE 1 ONE �/5 vERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPEN INGS AND AT NOT OVER 4 FEET ON CENTER TYP ICALLY_ RE INFORCEMENT (14)-�q EA�GHWAY BOTTOM SHALL BE FULLY GROUTED IN PLACE_ GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND F4 12'-O" X 12'-O" X 2'-8" 2. TESTING, INSPECTIONS ANQ OBSERVATIONS: MEET ASTM C476_ A. CONTRACTOR SHALL PROV IDE COORD INAT ION FOR SPEC IAL INSPECT IONS OF THE E. ALL CMU WALLS REQU IRE A MIN IMUM OF 2-#5 IN BOND BEAM ABOVE ALL DOORS AND O �9 AT I'-O" E.4GH WP.Y TOP CONSTRUCTION PAID FOR BY OWNER AS OUTLINED IN THE PROJECT WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE F5 25'-6" X 13'-O" X 3'-O" � SPEC IF ICAT IONS AND L ISTED BE�OW) IN CONFORMANCE WITH THE PROV IS IONS OF NOTED_ #5 X G'-O" #G AT I'-O" EAGH WP.Y BOTTOM CHAPTER 17 OF THE UN I FQRM BU ILD ING CODE. SPEC IAL INSPECT ION SHALL BE F_ REFER TO ARCH ITECTURAL ORAW INGS FOR CONSTRUCT ION JO INT LOCAT IONS_ (�)-#5 X 8'-O" #G AT I'-O" EAGH WP�Y TOP PROVIDED BY A (xJALIFIED SPECIAL INSPECTING AGENCY AS APPROVED BY THE LOCAL - BU I LD I NG OFF IC IAL. P.T I'-6", TOP Fb 24'-O" X 13'-O" X 3'-O" G. CMU SHALL 8E FULLY GROUTED BELOW GRADE_ P.ND BOTTOM #q AT I'-O" EAGH WAY BOTTOM � B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR H. VN-IERE MASONRY LINTELS CRQSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL (II)-#5 EAGH WAY TOP r � 7 _ SO IL PREPARAT ION L INTE�S SO THAT THE L INTEL MAY SL IDE ON ONE END. SLAB EDGE F7 10'-O" X 10'-O" X 3'-O" 'T r (II)-�q EAGH WAY BOTTOM � o- EARTH W�RK E X C A V A T I O N, FI L LIN G AN D C OM PA CTI ON B E L OW F O OTIN G S 1 _ PROVIDE MASONRY TIES VN-IERE MASONRY ABUTS CONCRETE. � AND SLAB ON GRADE 7. STRUCTURAL S T E EL T•lOTES= � 2. C O N C R E T E I RE: PLaN FOR ELEVATIOH OF TOP OF FOOTINGS. POOTING ELEVP.TiONS p.5 SHOI�IN ARE � A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS M a X I M U M S A N D M.4 Y N E E D T O B E L O Y�I�R E D D U E T O S O I L G O N D I T I O N S. V E R I F Y G H A H G E S � � a. THE TAK ING OF TEST SPEC IMENS TO DETERM INE COMPRESS IVE VbH ICH SHALL CONFORM TO ASTM 992, (50 KS I) AND EXCEPT P IPE COLUMNS WH ICH Y�11TH STRUGTURAL ENGINEER STRENGTH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST 2 GENTER FOOTIi•l65 UNDER GOLUMNS P.ND WP.LLS UNLESS 1�lOTED OTFf�RI^tISE. b. PLACEMENT OF RE INFORCEMENT: SPEC IAL INSPECT ION NEED NOT BE ED IT IONS_ STEEL SUPPL IER MAY PROVIDE ASTM A572, GRADE 50 AT H IS OPT ION_ 3. p. REPRESENTATIVE OF THE SOILS EN6INEER SHALL OBSER�/E ALL FOOTItV6 EXGAVP.TIONS � CONTINUOUS, BUT MUST BE DONE ONCE PLACEMENT IS COMPLETED AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL_ CRE -ENTR,4NT CORNER B�RS� PRIOR TO GONGRETE PLP.GEMENT PRIOR TO CLOSING THE FORMS. ITEMS TO BE CHECKED INCLUDE BAR g, ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT 4 GONTRAGTOR SHALL FOLLOY�I ALL REQUIREMENTS LISTED IN SOIL REPORT � SIZE, GRADE, QUANTITIES, SPACING, LAP SPLICE LOCATIONS, EXCESSIVE CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED � � �� � � 1 RUST, AND PROPER CONCRETE COVERAGE OTHERWISE. - °� c_ EMBEDDED ANCHOR BOLTS ANO STUDS: SPECIAL INSPECTION SHALL BE 3/4" = I'-O" - DONE ON A CONT INUOUS BASIS_ ITEMS TO BE CHECKED ARE PROPER C_ STRUCTURAL STEEL SHALL BE DETAILED AND FABR ICATED IN ACCORDANCE WITH THE CONGRETE M,4SONR�' L INTEL SC�-4EDULE _ . ANCHOR DIAMETERS, EMBEDMENT LENGTHS, SPACING BETwEEN _ - � ANCHORS, EDGE D ISTANCES AND CONCRETE CONSOL IDAT ION AROUND LATEST PROV IS IONS OF A ISC 'MANUAL OF STEEL CONSTRUCT ION_" SPAN SHEP.R GAPAGITY MOMENT G.°•PP�GITY Ld,4LL THIGKNE55 BOND BEP.M HEIGHT REIN�ORGIT�IG _ _ ANCHORS_ - D. AL� WELDERS SHALL HAVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC I ETY 3'-4" 2.bOk 2 q2 FT k 8" I'-4" (2)-#5 3 STRUCTURAL WELD ING STANDARD QUAL IF ICAT IONS TESTS AS OUTL INED IN Aw5-D1 _1 . 4'-O" 2bOk 2.q2 FT.k 8" I'-4" (2)-#5 � a. ALL WELD ING SHALL RECE IVE CONT INUOUS SPEC IAL INSPECT ION E. MIN IMUM WELDS TO BE PER AISC TABLE J2_4 BUT NOT LESS THAN 3/16" CONT INUOUS FIRST POUR SUBSEQUENT 5'-O" 475k 4 28 FT.k 8" 2'-O" C2)-#5 [� EXCEPT THE FOLLOWING FILLET UNLESS OTHERWISE NOTED_ POUR - _ 1 .) WELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN b'-O" 4.50k 5.00 PT,k 8" 2�-O" �2)-#b � ACCORDANCE WITH SECTION 1701 _ F. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER II/2" X II/2" GONT. KEY � LOOSE LINTEL SCHEDULE OR AS SH01M� OTHERWISE ON STRUCTURAL DRAWINGS. ONE NOTES: b. THE SPEC IAL INSPECTOR NEED NOT BE CONT INUOUSLY PRESENT 3/4" X �'-O" SMOOTH BAR DUR ING WELD ING OF THE FOLLOWING ITEMS, PROV IDED THE MATER IALS, END OF THE L INTEL SHALL BE FREE TO MOVE HOR IZONTALLY TO ALLOW FOR I. LP.P ALL �/ERTIGAL �.ND HORIZONTAL REINFORGING 40 BAR DIAMETERS. � QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE ELONGATION AND SHORTENING. � VER IF IED PR IOR TO THE START OF WORK• PER 100 IC INSPECT IONS ARE G. UNLESS OTHERWISE NOTED, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH ' ° 2. .1P.MB AND SILL REINFORGING SHALL BE TFIE S�.ME SIZE AS THE TYPIGAL WALL REINFORGING P.ND �/� A..O MADE OF WI�RK IN PROGRESS- AND A VISUAL INSPECTION OF AL� WELDS -x-� , -x-x PLAGED Ihl ADDITION TO TFiE TYPIGAL Y�IALL REIh1FORGING. �,j� 1 ic unnF aRinR rn rrn„wiFT'inN nR PRina Tn SHIPAAFNT nF SHnP FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1 /4' THICK � a _ ° _ WELD ING_ �vn� �IYUWJ �'LHfC TV OCNM FLNIVVC- rYlUTfI Vr I'Lf1TC TV DC 1 /2� IVARRV�tCR TflA1V " . � UIVLC55 V I tiCKWISC IVV 1 CV VIV 1 T'IG VKfiY`IIIVC77� 1 r7GKG 7R�"�LL �G VIVG /`tVVI 1 IV1`1/"�L �/�R /�VVGV /�1 � MASONRY THICKNESS. �Oo°v0O' o�aQO0o9,0�O o°.00 ALL END WALLS, GORNERS AND INTERSEGTIONS. � 1 _) S INGLE PASS F ILLET WELDS NOT EXCEED ING 5/16' IN S IZE. �III-I� 111-III`�II-TIFIII-11 IIL-I� � 2.) FLOOR AND ROOF DECK wELD ING. -111=111 II-I�-11=1�=1=1=I1 III- � 3_) WELDED STUDS VN-IEN USED FOR STRUCTURAL D I APHRAGM OR 8• ��� �I11= I=1II=11I-I II-II I-I II-III-I -II COIvPOS I TE SYSTEMS_ A_ ALL FRAM ING LUMBER SHALL BE DRY DOUGLAS F IR, LARCH, GRADED BY GOVER ONE END I�IITH � � 4.) WELDED SHEET STEEL FOR COLD FORMED STEEL FRAM ING WESTERN WOOD PRODUCTS ASSOC IAT ION AND CONFORM ING TO UN I FORM BU ILD ING BOND BREaKER W W F. (FLaT SHEETS ONLY) � MEtuBERS SUCH AS STUDS AND JOISTS_ CODE AS FOLLOWS: � 5_) WELDING OF STAIRS AND RAILING SYSTEMS. � c. THE WELD ING OF RE INFORC ING STEEL LARGER THAN �5 BAR I I/2" X 3/16" 5.°.W GUT LINTEL BLOGK d. THE WELDING OF SPECIAL MOMENT RESISTING STEEL FRAMES. 2" TO 4° THICK - 6° AND WIDER N0. 2 Fb = 900 PSI d e. ITEMS TO BE CHECKED ARE THE CERTIFICATION OF THE WELDERS, 5" THICK - 5' AND WIDER NO_ 2 Fb = 1250 PSI � �- CSOLID BOTTOM z W W.F (FLP.T SHEETS ONLY) m � BOHD BEP.M) WELDING PROCEDURES, MATERIALS, VISUAL INSPECTION OF WELD SIZE, g_ FASTEN ALL VIK)OD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC W (V Z � _ LENGTH, QUALITY, QUANTITY AND SPACING. � � � SCHEDULE TABLE 23- I I -B-1 UNLESS OTHERWISE NOTED. � a _ � - - ° x -x-�,-x=x x�-x-x p � �� ;�. 4_ H I GH-STRENGTH BOLT ING = C. Vu�OD DECK a a � ° a � o, wHILE THE wORK IS IN PROGRESS THE SPECIAL INSPECTOR SHALL '°O:oe.°°O:oo.°°O:oo.°°O;oa.� W DETERM INE REQU IREMENTS FOR BOLTS, NUTS, WASHERS AND PA INT; V�OOD DECK ING SHALL BE 2x T&G DOUGLAS-F IR LARCH (E=1 ,700,000 PS I , Fb=1450 PS I ). �Oo°.�QOo°.4.QOo°.��Oo°.O,C �- PLANKS SHALL BE SPL ICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT I-111-1�111=111-`�1�11�11�111=11�If RE INFORCINC� L,4P SGNEDULE C INCI-�IES) BOLTED PARTS, AND INSTALLAT ION AND T IGHTEN ING IN SUCH STANDARDS -IIL=111-111-1-11�111-11�1��1=1FI11= �=j��� p51 NORM,4L UJE IC�xNT CONGRETE) ARE MET SUCH INSPECT IONS MAY BE PERFORMED ON A PER IOD IC BAS IS PLANKS SPL ICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE 1=111-II�III-111=11�111-II iTi-111=11 IN ACCOROANCE WITH THE REQUIREMENTS OF SECTION 1701 .6. THE SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH Sd NAILS AT 24° ON OWNER/QEVELOPER SPECIAL INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES CENTER WITH ALTERNATE PLANK NAILING OFFSET 12" NAIL EACH PLANK TO EACH � � �� � � � V�HEN SUCH PROCEDURES ARE REQU IRED BY THE PLANS OR SUPPORT WITH (2)-16d NA I LS-1 STRA IGHT, 1 SLANTED. - TENSION DEVELOPMENT TENSION DEVELOPMENT SIZE LEh1GTH, Id LAP SPLIGE, I5 ��� LE GTHOhMENT VAIL RESORTS SPEC I F ICAT IONS AND SHALL MON ITOR THE INSTALLAT ION OF BOLTS TO g. NON-STRUCTURAL ELEMENTS 3/4" = I'-O" TOP HOR OTHER TOP HOR OTHER DEVELOPMENT DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN USED TOOTEGHTENAA�LLTBOLTgHE SELECTED PROCEDURE IS PROPERLY A. ELEMENTS SUCH AS NON-BEAR ING PART IT IONS, ETC. ATTACHED TO AND/OR #3 I'7 13 2� 17 6 COMPANY SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECT IONS AND NOTE= PROYIDE ONE Lp.YER OF REIT�I�ORGING a4 22 I� 2q 22 8 5. STRUCTURAL MASONRY OTHER STRUCTURAL MOVEMENTS- FOR P.LL YJALLS LESS TH�.T�t OR EQU1�L TO AVON, COLORADO 10" THIGK PROVIDE REINFORGING l�T EAGH #5 28 �I 36 �8 II v. PREPARAT ION AND TAK ING OF ANY REQU IRED PR ISMS OR TEST B_ F IRE PROTECT ION FOR ALL STRUCTURAL PARTS SHALL BE PROV IDED AND SHALL MEET �AGE FOR ALL WALLS GR�ATER THAN 10" SPEC IMENS, PLAC ING OF ALL MASONRY UN ITS, PLACEMENT OF ALL CODE REQU IREMENTS FOR THE TYPE OF CONSTRUCT ION SPEC I F I ED BY THE THIGK PROVIDE GORhIER BARS A�ND #6 33 �5 43 33 13 ARCH ITECTURAL DRAWINGS_ STRUCTURAL STEEL MEMBERS SHALL BE CONS IDERED INTERSEGTION BARS TO M.a.TGH HORIZONTAL RE INFORCEMENT, INSPECT ION OF GROUT SPACE PR IOR TO CLOS ING OF UNRESTRA INED UNLESS OTHERWISE NOTED. WALL REINFORGING #� 48 3� 63 48 �5 ARCHITECT CLEANOUTS AND DUR ING ALL GROUT ING OPERAT IONS �8 55 42 72 55 17 42�40 Y C. STRUCTURAL OBSERVATIONS 10_ GENERAL #5 VERTIGAL (TYP� �5 VERTIGAL (7YPJ #q 62 48 81 6� I�l A. ENG INEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBST ITUT IONS ARC H ITECTU RE 1 . STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE #10 "10 54 �il "10 22 CONSTRUCT ION, SUCH OBSERVAT IONS SHALL NOT REPLACE REQU IRED g. vER IFY ALL OPEN INGS THROUGH FLOORS, ROOF AND wALLS wITH MECHAN ICAL AND DEYELOPMENT DEV�LOPMENT Denver, Colorado INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS SPECIAL ELECTRICAL CONTRACTORS_ VERIFICATION OF LOCATIONS, SIZES, LINTELS AND NOTES INSPECT IONS" AS MAY BE REQU IRED BY CHAPTER 17 OF THE UN IFORM LP.P LENGTH LfaP LEIVGTH STRUCTURAL ENGINEER • BU ILD ING CODE. REQU IRED CONNECT IONS ARE CONTRACTOR'S COMPLETE RESPONS IB IL ITY I. Fy=60,000 psi MONROE & NEiPELL ENGINEERS, nvC AVON, COLORADO � 3- FOUNDATIONS C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER , ° ^ a ° < c , MEP ENGINEERS ITEMS TO BE ATTACHED TO THE STRUCTURE, ENG INEER'S APPROVAL OF CONNECT IONS ° �� �°� � ABS CONSULTANTS, �Nc A. MAXIh�1M SOIL DESIGN PRESSURE 7000 PSF AND SUPPORTS SHALL BE OBTAINED_ UNLESS SPECIFICALLY DETAILED ON a a °< aa <aa o o �° ° °� e DENVER, COLORADO ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO_ 00-106 SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC. . REQUIREO FOR INSTALLATION OF da a oa LANDSCAPE ARCHITECT H�s �rEMs_ P3 � J P.4 RK I NC� C�.4R.4C�E WENK ASSOCIATES BY KOECHLE IN CONSULT ING ENG INEERS, INC. DATED JULY 11 , 2000_ Z ° Z CONCRETE COLUMN SCNEDULE DENVER,&OLORADO D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, W � W $ SHERBY DORWARD C. ALL FOOT ING BEAR ING ELEVAT IONS SHOWN ARE ASSUMED. EXACT BEAR ING � F- � � VA1L, coLORnDo MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS_ MISCELLANEOUS EMBEDDED IV ° HORIZONTAL a iV GOLUMN MARK ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY Q a �- ITEMS AND ANCHOR BOLTS SHALL BE FURN ISHED 8Y STEEL SUPPL IER AND INSTALLED Z REINFORGEMENT z CIVIL ENGINEER & SURVEYOR CONTRACTOR WITH APPROVAL OF SO ILS ENG INEER AND ALL BOTTOMS OF FOOT INGS Q � O GI G� G3 G4 G5 G6 G"1 GS SHALL BE A MIN IMUM OF 48' BELOW EXTER IOR GRADE. BY CONCRETE CONTRACTOR_ STEEL SHALL FULF ILL ASTM A36. J J (T1'PJ o J W LEVEL �LUMN PEAK LAND CONSULTANTS, INC. W W I NFO. VAIL, COLORADO E_ PROV IDE A�HALT IC MAST IC-COAT ING ON ALL STEEL AND IMOOD EXPOSED TO EARTH_ ° D ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED. NATURAL SOIL OR Q J ° � Q � SIZE IS"m Ib"cD IS"�D IS"m 18"� I6"XI6" 16"XI6" PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE SHALL BE COMPACTED TO 959; (M IN IMUM) MOD I F I ED PROCTOR DENS I TY PER ASTM ,> a " ° ROOF RE�HF. (8)-#"1 (10)-#� (8)-�8 (8)-�6 (8)-�6 (10)-#6 (10)-#8 REINFORCING AND STRUCTURAL STEEL_ THE MANUFACTURING OR FABRICATION OF ANY D1557 UNLESS OTHERWISE RECOMMENDED iN THE SOiLS REPORT. iF SOFT SPOTS ARE iTEMS PRIOR TO wRiTTEN REVIEw OF SHOP DRawiNGS wiLL BE ENTiRELY AT THE LEV�L TiES tt3 AT I�-2�� �3 .�•T i�-2�� �3 aT i�-4�� �3 AT I�-O�� #3 ar i�-O" #3 AT I�-O�� #3 P.T i�-O�� ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL RISK OF THE CONTRACTOR_ PRO�ECT NO- 20830_O1 REPORT FOR DESCR IPT ION OF BEAR ING SO IL)_ #5 VERTIGAL (TYP.) tt5 �/ERTIGAL (TYPJ OR GONFIG ISSUE ISSUE ISSUE MATGH VERTIGAL WALL E. CONTRACTOR SHALL BACKF ILL EQUALLY ON EACH S IDE OF FOUNDAT ION WALLS IN 12 G. WATERPROOF ING, VAPOR BARR IERS. WATERSTOP, ETC. , SHALL BE AS SHOVNV ON THE REINFORGING SIZE 18"� 18"� IS"m 18"� 18"� IS"m 16"XI6" I6"XI6" NO_ DATE DESCRIPTION I NCH MAX I MUM VERT I CAL L I FTS OR AS RECOMMENDED IN THE SO I LS REPORT_ RE FER ARCH I TECTURAL DRAW I NGS AND AS 1 ND I CATED IN THE SPEC I F I CAT I ONS_ DEVELOPMET�IT DE�LOPMENT # # # - TO 501 LS REPORT FOR BACKF I LL MATER IAL. GARAGE R�INF. (8)- Q CIO)-#8 (8)-#10 (8)- 8 CS)- 8 �8)-�� (10)-#"7 (10)-#8 OS.2`J.03 DD PRICING H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTER IOR AND EXTER IOR L�.P LE1�IGTH LP.P LET�IGTH LEVEL I WALLS AS SPEC I F IED IN SECT IONS 1403_6_4.2 AND 1403.6_4.3 OF THE UN I FORM TIES �3 AT I'-2" #3 AT I'-2" �3 AT I'-4" #3 AT I'-O" #3 .4T I'-O" #3 AT I'-2" #3 AT I'-O" #3 AT i'-O" - 09 15.03 FINAL OD F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER BUILDING CODE_ - - LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED_ ° ° ` GONFIG - IO.lO.03 PROGRESS SET CONCRETE SLABS SHALL BE PROPERLY CURED. I _ ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND a � , a a° ° a ` � a � SIZE Ib"cD Ib"� 18"� IS"� 16"XI6" 16"X16" 10.31.03 ISSUE FOR GMP G. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED ARCHITECTURAL DRAWINGS_ - < REINF. (8)-#10 (10)-ttl0 CS)-�G (8)-�G (ID)-�8 (10)-#8 F I LL UNDER MAT FOUNDAT ION_ A M IN IMUM OF 2 REPRESENTAT I VE TESTS SHA�L BE GP.RAGE - 11.14.03 ALT FOUND. PLAN TAKEN FOR EACH FOOT ING AND SLAB ON GRADE. J_ CONTRACTOR SHALL VER I FY ALL ASSUMED EX IST ING COND IT IONS. I F COND IT IONS z � Z LEVEL 2 TIES #3 ftT I'-2" #3 P.T I'-2" #3 AT I'-O" �3 P.T I'-�" #3 P.T I'-O" #3 aT I'-O" ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. ° W = TYPIGAL W H FDN GONFIG H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CdNDIT10NS MAY � � GO HOOK � �t IIVS�'tL I tU F�FL IU1't I U �'LA[,tMtN I Vh filV T r I LL UhC I,ViVI.hCt'I t O Z o 0 � O� �.OG.O4 ISSUE FOR CONSTR_ W J � W � GLA55 A LAP 4_ CONCRETE w d a �i d A. ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/I I PORTLAND CEMENT, p J p J STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: a < a CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO � AIR REQ. d �° g •a FOOT INGS 4000 ps i sro - - - - - - CORNE R INTE�'SECT f ON ° RE.GOLUMN SGHEDULE , o q � � � FOR REITIFORGING PLAZA SLABS 5000 ps i STD - - - - - - ° � ° � ° Q INTER IOR PARK ING SLAB 5000 ps i STD - - - - - - �O �� � � � � �� r � e < WALLS 5000 ps i STD 0.50 - - - ST.4GGER LAPS o EXTER IOR CQNCRETE (x■) 4500 psi STD 0.45 6�-8� I a 180° OPPOSITE a ° a GOLUwm15 3000 N�► 3TD - - - - - - ALTERNATING �a a d � ° a d a a e a o d � a ■ FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD � � � � r � � a < SALTS W/C RATIO SHALL NOT EXCEED 0.4 I e� °, n , � < , a .« MAXIMUM SLUMP SHALL NOT EXCEED 4" 3/4" = I'-O" � a v B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE 01M�ER WITH � a LETTER INDICATING COST REDUCTION AT TIME OF BID THE MODULUS OF ELASTICITY a a OF ALL CONCRETE SHALL EXCEED YuCt _5 33 ,/ (F'C (OR 57,000 �/ (F'C NORMAL wE IGHT �4 X 2'-O" 2'-O" .4T I'-O" ��_b�� CONCRETE). C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JO INTS IN SLABS ON GRADE- JO INTS HANDRP.IL, (I)-#4 ?�T SHALL BE SPACED 12 FEET ANO SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" RE ARGH EAGH N05E T1'PIC,4L COLUMN DET�IL WIDE WITHIN 12 HOURS AFTER POURING CARRY ALL SLAB REINFORCEMENT THROUGH JO I NT. I I/�"=I'-O" I I • o " i CRE6K DR1Vg� D SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A (2)-#4 X 2'-O" GORE HOR IZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT TH IRD PO INT OF � � < ONE EAGH FAGE � - ,_ � ����' SPAN WITH VERT ICAL BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS OTHERWISE ^ � �' �II 111=1=111- ' < " ° ,o < Ro SH01MV_ ALl CONSTRUCT ION JO I NTS SHALL BE AS DETA I LED OR AS REV I EWED BY THE ° e 4"� STD. PIPE X 6" � a� S 1=11I-III-II I-I I o e � ° ° a V A�1 ��f � ENG INEER_ 0 o a �ea • • � � �< < ° < a � � °� � QQ E. ALL CONCRETE w+ORK AND RE INFORCEMENT DETAIL ING SHALL BE IN ACCORDANCE GONGRETE �.4LL � ° °° 5 RE•PLAN I/2" ISOLATION < < , � [3 WITH ACI BUILDING CODE 318 LATEST EQITION, UNLESS NOTED OTHERWISE. USE , - a ° , � � o STANDARD HOOKS FOR DOwELS UNLESS OTHERWISE NOTED ALL EXPOSED EDGES OF � JOI1�1T a � CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER_ tl � • ° a • RE GOLUMN SGHEDULE zy Q Q a a a a ° , m Q Q a FOR FZEINFORGING � a� 5 RE INFORCEMENT ° ° a d � � � ° < a 4"� STD. PIPE X 6" ss4 ?.T I'-O" ° a A. A�L RE INFORC ING SHALL BE H IGH-STRENGTH DEFORMED BARS CONFORM ING TO ASTM < _ - ° i EA�GH WP.Y a�<° � !a ° � • A615, GRADE 6� EXCEPT TIES. STIRRUPS AND PLATE ANCHORS WHICH SHALL BE ° � a� e � Vail Park & Gara e DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. ° ` a � ° ° ` g � ° ao a g ° a �4 x ��-o�� z�-o�� at Lots P-3 & J B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE ' LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. '�` a ° '�` �•i � � a � � ' ?.T I'-O" C RE INFORCEMENT PROTECT ION: <° �2�-#4 x 2�-�" I'-4" 1 . CONCRETE POUREO AGA INST EARTH 3" o ONE EAGH FAGE (BOTTOM (TYP) ` 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" , GOIVGRETE iNALL 3_ COLUMNS AND BEAMS (T I E BARS) 1 -1 /2" a RE=PLAN I/2" ISOL.4TION 6" T1'P f C.4L COL UMN D E T.41 L 4_ SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4° JOINT LOTS P-3 & J 0. RE INFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH T1'PIG�L H,4NDR�41L �4TT,4GHMENT I I/2"=1'-O" SECTIONS 7_5. 7.6 AND 7.7 OF ACI 318. LATEST EDITION. E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR � � �� f � � r AUTHOR IZED BY THE STRUCTURAL ENG INEER_ LAP SPL ICES, VN-IERE PERM ITTED, SHALL � � � I �� � � �� � � � � � � � � � GENERAL NOTES BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A 3/4" = I'-O" MIN IMUM OF 80 BAR D IAMETERS FOR �7 AND #8 RE INFORCEMENT UNLESS OTHERWISE 3/4" = I'-O AND SECTIONS _ NOTED MAKE ALL BARS CONTINUOUS AROUND CORNERS � F. PLACE TWt� #5 (PER 8" TH ICKNESS) WITH 2'-0" PROJECT ION AROUND ALL OPEN INGS IN _ ° CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROV IDE TWO #5 X 4'-0" D IAGONALLY AT - $ ' EACH CORNER_ N 1 �n G CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS ; � FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. m � AS SHOWN 0 a�� V O %�Z 2�0 9 g 1 3 9a06z93�01�9d8e: a°_�a��op���D�"'��`�er ,�.,,_ c,,., � IS•-O" �'��,•°��,�' ���c��,���i�. II 4��' \ 'a � 1 �° `� �� � �� � - � � d �� , 5 d � t :. , , �u �'�6-�J ., ��'�.;. � L� �,�e.. I � �/��� �/4,I �BfB�g r������9� � � P � � � ' �� � — I ST ' �o � � , 7 � �p E E oF I i ' T�p �LL � l - � � , �F T � ��-1 _ , ,q � ; �/9 E41vqTn��T E E o�e SLA � 9 i��,. 9 \ \ �l'�1V � '� l �Q I 28'_ ,. ` � ' � � ` � 8/� EC��GRETF � / 6 .� /� j _ `C.� ' 91t�o„ 'qT/pN � � � � � N 0 , / Ol� - / M�A��F c pN �L E�Ev,�GRETE �T� �+9 0 DR�v�ES Ev'�TioNAB i �� � ` 8�88�6 v'`\ -� GON� _'.__ -9___ � � � � 8 %=� ( �) WER'`�GS���,�l�iS ' 4'_�„ /84•�4� _ �( Tpp �� ���: %'������- , �'ET� W'��� � ?a 4�•�O ��4�� �s � �7'T�j� '��L o S�C//�G � � WA�� E Cp ���` ��� � �_ , �� � � � � " � Milp TA�R ' BIg�.�EV Q ETE r, � � ',. I � �LE �-�p p,. pN \ � � . �4 C E�FVqF 5� ��J� � F' _ 3•� � � � T lpN , \ ��y�j` o � 8 �q � \ � �'�p OF �84��7., T� ' � �( LL �4'� � , � 20 8 �R 8 g7� �l FTF �� � ' 3{ ��4 �, � sT �� � l N . � T G El� �.�p � ` ` _ � � NG J ��/ .� E�8 6 T o�A / �NGRETE �"�AL 8 I - � L � _, � I T � T�A S�• , � TOp p - - � � , �o ;�'� WAl �F Gp h► -,� -_ _ 52oi 2o WAC� cONc _ - _- C''� S - / � ' ��E NGRET , A�� EL ,--,''.. Top ' 8/qa. Ev,qT�'ET� - ry � p �� � ' � �i �\ � .��/� _ 8� 3"�4„vAT�aN E � 8�9p•_ � qr� 4'�`� GON�F UP7- `�'TEI� O„ lpN - - �'�/ � NCRFTE ��_ �� `\� � ` �- . ,. �`��� ',6,� � EO/� �F �� �N �N%-�'� _ . E�EVAr�'ETE B�M CpNCR p �F - � _ _ / TOp ��� _ � �� l � � _ .������ EvAT�pN E►� -"`�-.. �IV , 8/q3,` n 1'pp T� WALL _ � --- �'qL OF CO Ap OF C �/��/ �� u�� �``� � / 8�q0,_�a � 5g B E� _,�°`4 4 W'qL� CO�y E'� `� � 8�� ��E ^�cRE�. ; �� E� oN�R �� '�� � ' � / �ea;o�1'qT� N aiy F ev,q�RETE - p�- 87_p,vATlp � �` 8�90�_4 VAT�p TL° ��.."` ,�/�� ` T � � T��' OR � �. N ' �,� �C� � � � , �p p � RE qNGH D CpNCR T ��� 6, T/pN � �"� � �L� CoN op X, / / � / r / RCH /N E _ � � ry T p,9�4�A E E`EvAT NA 8 \' � p b L /� � ` ` ' 8�8�2 A� N A� S�p A - �P�ELEyP`TIONE P"�"9 � /� �EV �85��0"' � '4T 5�'�g J \ � ' � F�Ev L r � : e�G3'-8" � � , ATI�N � i�,\�� l oN 8�87•_.,.. \ � \ _ , A � , SL4g -- _ ' _ ' ` 8/g�, ° � � S`A �r ST �Q / l ' B18a�..,TOP �� � � P E , \ v � ' �� p�ppE � B EL�AT NRAL GpNGRETE V�`LL _ � � _ _ D ;�; , l �wN 8,8 , � � a—o � � � / `�-��, 1J ,��- _ `� � ��I E Fv�Tl s�'qB � � 6` � � TE - � �,�/ --------_ NGR� � _ i -� �N ' 81 g5�-6•. �,�� '�� F � � � = II TOP�ELE�A7►OH �J� � 7 TOP I ` ` � � S�l �'' �; , i AO m� / � i ,_6�• WIDE x ►'-O" DEEP 8 qp-O � � PROVIDE �� X 5'-O" DOWELS AT �o E��'�`'�T�p►V�L8�8`F"-6° i �I ` � � , \ --� � \jC LFvaT gL,qB ��OZA l ' G��RET�pP � STR�TIJRALSIbQ''�� _ — _ B � J ' �.i �N A -�t-1 � � vpT ION __� _ I'-6" BETWEEN GONGRETE SLABS � �' �'�` � � � 8/ �„ r ��� � r I EL� - 10 RE GNIL DR?.WING G102 d. �/� � �� � y� S ` � � �86,` D A 3 O _ � - o GRET p N C,' � i0 GJ` SLO ( � � �_\` _ \ � � � r��"�0 / I � � - � _ ' J �NGRE E y�ALL 920 TOP�ELE�p�T101� � /�✓ �o �E �,�` ,� � ; � �� - ��„ � �t rn�z � � - � - �- - - p.a �0 , w . �-; ,� _� � - _ , � � � s� S1cj4-r, ' I �'O!� �F ��'�- \ �)� 1 l ���, ` � � � ELEVO`TION TONE UENEER E�EV S� �/rX , � ;, 0� i 1� '3,. �' RGH. � AB � , � �- _ l -��. I R A T/ � L = S RE= � ,� � �� , G ' �N � 8�86, �,� � ��r�l ' � o ; /` I S AB EL yAT�N _-� OWNER/DEVELOPER a ,, _5 „2� �� , �x, I , '.���� � �';� - '' �� p Op SL� �= e'eq� � VAIL RESORTS ` ' i . ��`� � 1� %` , _ �EV,�T i �VA�TION , � . - � y\ Xx,�,��,�:� �� � ° �l : S►aS.-5 ►�2" � � pF GONGRETE Q � DEVELOPMENT �� � � � � � 1�Op � �� .� � TOP /��, /,�, �` ' ��� I ELEVaTlpS j�lBB , /�x��.\ i x >�i�t� -1,� � � �� l ` � I �q0 5VP.'TION 520� COMPANY � r/ � � � ��S�aB � �84`� �, `�� �`,� L��`,; � ` �. ,( / 52oi ` ' AVON, COLORADO ` - _ �_ , ,.' �/'�N - 81g3._ �,��<�x� f� .��, � ,� / � I � ` ' ��� � � � X �'�� ,� `� � � -; � � _� -- p � n ,� � . � � � '� �;�'` ' r i i 1 ` > ,����<J'� � ` / � � �- � �•� _ ��¢p.�. �� i p �� G�NGFzEN� _ � > ,���-��� � �� 1 .��';�` /`�`;� �� = / �p G� l o� TO LL E�EYP.T10 ARCHITECT . `<�. } I \ �,x�; �, ,1 \� ,,v I � _ � v ` TOP �"�` _ /�� / \ �0 �,/ �� � �\�k�T � \ � r� � � ;c ,�'�` �� / / �'�.` � � � �'2 �C�' � I gTE�GRETE y.�p.LL : 81�14� 6 4 2 4 0 //� � � �/'. ��, f� '� �C� �j� f�i�,�'�»�?'Y ' . � �1 � � �r __.___.----- G I , O _ / � �`�',,; � ' �; , ;� ��� ,��:��,���`�`� I � v �� �-� '-- - l � �s�-4„ �L � _ _ D ARCHITECTURE // �. \� ��� °>i i ',y��,\ ��� , � , �0,��7��`� ✓ � �� ,��. �\ '_,_, TR 7URp`U- � TOF' �F gTRUT,ON r � _ -�- Denver, Colorado / '� - �/ � � Y�r�;����� x '���\�� y~� I � �� TOP �P S N � ELE�(A - _---- '� �'`, f� , i z+��l � � ; � ELE�P`T SLAB - � ` ✓ � i , � '� �(�l ,, '� ,C X % �, � ��� � -tl - ` \ � '� � , k,�/ � ��`��,�4��Y�` �`k�X�\, J� � � / ����8'-8" I = 81�Q,_�" _ ! MONROE & NEIVELL ENGINEERS, INC / STRUCTURAL ENGINEER �\ � EO OF SZ� ��`u\���\/��,/��\,� '�' ' � '� �\ �\ � �/ ;� � �� I ' � - • 2 I � AVON. COLORADO \ �E�,qT� �"� ��� X� ✓'� � � t-_ _ �., � ' � , I- � � P �F AB / � / \\ \ � �►`��.i���`�I"\�`n,y�/ �,� % n ;X ��c��,, ry � � � ` _� � ` �� � / _ pl � TO TU S�" �� \� � �' � � �� � � 52 STRUG �`L MEP ENGINEERS * \ j �� � \��/� ��� \� i /'�����'�����'C\'`� n� �� 3 T�7' ` ` � � � - \~=__ � � - I I I ELE1��A7��N� ���\ �DENV RUCO ORADO C \ � � �, � �. ?�.�` ';c��`, � X / R" O� � - I �__-8 � , � \ ,� ,�� � f � � � �� A+, � _ � ) � j � �,i%� / /�Y/ �y�� ��, � C� � I I ---1— LANDSCAPE ARCHITECT \ � � �, ��'��I`��� � ��j� ��� \,� ..'�''v����/���� `S� �`-'���.�Lil� � � ` \'�� � � � �LpB EIE-.___ N WENK ASSOCIATES C � � \ 1'_�.� � / � �ip ,i�/ , � �;�� �'� \ `�j��;�`�; .j��� �� SC�G S SO � �\��` �� TOP �.(IDN � / � ELEVp`TION � � \ & � / �` O \\� ' /� �P O/\'T � �� � i EL��/ I _ �„�� , DENVER. COLORADO i IO� CQ SHERRY DORWARD '�� % � .� , �� F� �C` -9 ��\ .� _ S., ►q0- ,�� �� /8A• T�S \ �� \ � { �f��\`� ���O•S�@Op.�r � <.\ _ 818b'- �0 11P.R1E5 � = 8 , / / < � � O VAIL, COLORADO � 1 � \ i �`� �?�ti � �� �/ \� `�;���^ �C���e� \ ING � 1 6 STR G nJfZp,L S►-AB I TOP OF ' � CIVIL ENCINEER & SURVEYOR ��, �, \�� ���� �1 ��: G / Q �P gTEP � PEAK LAND CONSULTANTS. INC. / � / �` /� ��/' �`�`� � � � � � � NGRETE VAIL, COLORADO � � `4 �\\ '�� i / �p\��'�'\�,�%��; . ,// ��\\ � I T�P pF GO�T I ON PRpVIDE #� X 5'-O" DOWELS AT � \ ,//' �8�Lp� ��x /'�;\' 'x� ,\ ��� � � LL ��, � �LE \I'-6�, BETWEEN GONGRETE SLABS �\ � � /86�yTi �,��� y� �x� � � � RE �IVIL DRAI^IING G102. / � � � .8�<,4 \�\ �� - , , �` � \� � I --' � � S►q4'- � i /� � i PROJECT N0: 20830.01 \ \ I � \:\ � \�� \ , � e \\ � / �\ / TOP b� �L� \\. 1 \ ISSUE ISSUE ISSUE / ��, .�3, �\ i �/ \ T � / \ � ;��� � ELEVA'�`ON / � �- - - �� ��i � o,o �� ; �� - � � � � = S�Sb'�� �/2" � ' - � i N0. DATE DESCRIPTION � / ��� �'i .. � / �i � � ?�,` i �\ ' RpL 51-AB �� _ F \ / � �� a,, � � e�,��.o / � S< \°��f�` �.� /��\ '� ,/ _'- - � `�T�pTT10N=8ieQ'-ii � \\ - 08.25.03 DD PRICING / � / \� \ S, T�S � � d � �. r� - - RE.GNIL DR�.Y�IING G102 FOR / \ / � �i�0 ���'T � ��,'� �� • ��;���'`,��� , �// '�� � , EL � TE LP.YOUT OF 8' THIGK GOT�1GRETE � �� �� c 'S� '�' �� . � x,,r� X��.� � , / I 5�_6 X5'-6�X� �� r ' _� - -� TOp pF GO►�GRE F+ RT P�V ��� � � / �'� S��T� '�/ � � yy'�%` �/ Q��" / / G p,P, TYPIG�-• I � -._-- W RLL ELE`�P`TION � - 09.15.03 FINAL OD / SLP.B BELOW � e� �25. `� �O,P 9��,•�r � :��.i� ��, s �c�,S�, r _---+ ► = bia►'-3" 10.10.03 PROGRESS SET � / S �{ / \ . � - PIGAL \ `�'�F��`'1i / �`�C l�\'��� <�e����ti ' TOP OFI S T R U G��'�' N L �i J p q E T p L G RE:D R G H• - 10.31.03 ISSUE FOR GMP - �\ � / �'.�•S,oc /� ��,�C/�:;�;i����w � To � / S�p�g ELEVp`TION O r TY � �2i� / � T 1/2.� �� � O /�x�`? ,�� �d,p�j�� �� / _ S�Sq +10 �'0 ��� � c�.y / y. _ - 1 1.1 4.0 3 A L T F O U N D P L A N �y i��/i � '� ��<.��:r'. � �, � Z NGRETE �� � � � � � �e L ,o ;���. ��`�;,� rn p O C.� � � �\ �\ � '� � �`�� �;4�.�� �-. >�\'\�,. .E3��'�S���/� � � /� ,�Q I I GpNGRE-�E WALL �L�ELE`�P`TIOK � ��\ l �\ �� � �� ��. �����9.� \�c��. ����a;�� � Y n� � I _ _ S�a5'-4., , n� 1 (�Fi (]4 i��i iF CnR ('CENSTp \'�\ � �\ � i�// \�� \ 4/%�, � �`\\��;� /�.^ /.��. \ �/ r _..____ ----- -�--- _ � ` _ .__._ ...._ S.. .r_ � [�_ �\ � . ii �<, , __--_- , i � -� . ;� � �,/%� �T . \�,i� � � % �;* ��y�` �� / TppP►►`�6 � �\ 6 \� '�?�.�'�; F O'�'� %% �� �'�` `�'`� `��`� / - G4N�rRETE INSU►-P`T101� I SZ `' \\\ \\ , \.���o�\ / '\ �\\\\\ \. `��} ',�\Z� � i 6„ ON q.t RIG��G�NGRETE - � �8 :4 �� `� � �` � �� • ;`� t 5�-AB �.qlt�lil`'1�1M� p$ ��� / � ri�� ��� �� . .; ;�/�/,y�,>�� I i phl ��,., q�-NRAL c�L \ \`\ � ��O /1' @ � . � , ' �, x; , �/�.' i� ____ SI- � �NGRETE � \� \\ \\����,�/ '�� S�P,�� \�'� \'���`� ;�`\ ��,~ � �� �� � TOP�ELE�lpT10N � /`�� � �`� �`��� /�j �\�� ' �;: I W gl�il'-8" \\� � �.\ � ? `�, � � j i� � ` i � i� � S'20� ���` � �/ �'�� �\ \ �� , \ �;' � �� / , ��A `� � \� �, �� \/��� �` �� \\�,x����� ��d���` � � � �� �� Tc+o OF � �� %����.. _ - N �� ��� � �� �i� � � �� � � � �.� � ' - N \ GTUF�` 8� 3' - '� �,6 ��� •� ; ,��, � � °�:'� '� , � ��( `� � —,— �EVA"f10N= a�'- TE � ��� "/ � i /� � _o�- pN�RE � I � I `.�\ �� �8� �� I %' �. �' / r �x• / ' � � I - —��P �TE WALI- TOp OF ��/ATION � ��� � I �� �� �I �t �\ �� g,, �� � � T� � y S� � �� / � _ �- - GO,�� ii8° = r-o° � .;� ��<��o � ��,�8 , ��' �\ � — � _ � - — I �� J i,�����., ►�8�5 q„ \.,\ �� �� 3 / ��� 'a9;4�.� s�� ���gz'� / � �- --- - __�___----� �- -' '�� ` � - ►�,_o„ I. REFER TO SHEET SIOIA FOR .4LL SLAB REINFORGING. \ � � � � � �6 O��-y�\ t��� � I- �- i �'� � �, �t � '�L,P ; � f � N �� 2. ALL ELE�(ATIONS REFERENGE TOP OF GONGRETE STRUGTURAL SLAB. \\� \`� `�� �� STp�, /�`� �< � � I p F c�-� UGTU�`�"j ___ __� � �p O � � � ��. � a � p ��C � / 44� � T y� "f I ON �_-- - f � � , � � 8�� A /� . i 5 S ELE., xe'1X6'-O" T ���8 / 1 �/��-4" O 3. (14" (MINJ THIGK GONGRETE STRUGTURAL SLAB NON-UNIFORM THIGKNESS �,\ �\ ��� 89,�.` � \\ ,\� � I _ �qp'-3 �N TppP�N �� i ` � I Y�IITH Wi+.RPED TOP OF SL.4B AND UT�IIFORMLY SLOPED BOTTOM OF SLi�B. �� \\ �� ��,7`�`L�C �, �\� / � \` � I ��_O�� GONGRETE �\ �\� �r ,�Ti �i '� %�`�C I � i � ��_�„ T�P �ELE`/P`T101`i \ � \� `�. O�� � \�� �\ , I I �� r SIG2�-1.. GOBE CRBEK DRIVE� � � \� � j i � � � �\ ' . .� � G.N L c�Lp`B � � 1 � o \ �. ?8,\� , � %�/� f� \ \ i �p STRU �q _6�� / ` K a �� , '� �6,, �\ j �'�� �� � � VA"�ION ❑ B � - I 1 _ -�— V AlL �� � •`\ \�`�� i ,� \ I � - �"- � � � � o � � \ ,;� \ \� � \ i _. - � - q Q CJ , � � � � -�_'-- G�NGRETE � {� D ` • ` '� � � , ((- _ _ - - - �-' - I 6�� N G�zP`�E � �� ` '� 4 I I �" – SIM i SL� � � �, �Q � � �A �I � .o„ 2o I / = ad � �P �TION� �B�A(O:C�.. 2� �,` � ___18'_ , , '� � �� � ��-E�lA � � �� .� i �,\ � � \ 26._�,� �� 3 ,, .� , ��,,� i \ -,�_8 5iS" 6�_,► ►i4" Vail Park & Garage ��, ,'��.� �\ � � �� 18 at Lots P-3 & J '�� � �� \�` \� . . . �� ` , �\, , � , :; 14 �` �-������ ��,_ I . 1 � -�_ �-��� � ` _, __,,, i � � �'� � LOTS P-3 & J . , �;�\\ �___ ,, , � � �Lp.YO�T ��� � ��\ --�----�� �p,1�11NG GIOE2 pRR E c�LAB � �\ ��� GARAGE PARK RE.GI`!IL � GONGRE gTRUG�RE �� �� �F �" T TOP O� GP`�`GE , - \ p,�.ONG ��, � �� LEVEL ,� �`� ����� - `�� \���� ��_,�_, FRAMING PLAN 3 \\� o _ �� �``��� o" N ��� � 101 N �_ <O � / N m �`'�.,`\ �----- -' � \\` _�- � aa� �� 1 8 1 -0 ��Z �� ', � �_ , � , , ; _�o �``` �_�_ ' `'�,� _ {� , � 9 1 � �ae99�or�as.^acea , ►8'_p„ ���\��-"�I���DFtj.��0 m�� 3 0 �Q. ,,,,.�„�,, ,q/a� _ � �� � '� I � ,�^� � 6 1 `�,� _J+ ��� . ' �N�� � � � +�.•4� � 5 � ^ � ��� � ` �o��,�I @�C���9�� � � ���_, ,�4 p (7 ( - 0� -�� � 1 � �l-- � I 6',��. � I � ---' � cO�UM 6'`�" l i STR�p � � ' � / - 1��,�� I/�,. . � I 6._0„ 9 --�-� � ' �� \ _ � � / �L� 6'_O.. �g�_6„ ,� �� ` ' � STRII� � � i � r / � � P"�9 0 � , ' � , , i , � � _ _ � � ��/ � � I � �� ` � � � � , � /��� � 4�,�� l/4„ ' /�� � � � / � / I � ► � _ /� �•,/'�/� �� :� � � � I � I I � � / T '�. l � �� / ""�-•_�� ?'� ��'�� � � ' , � , , ` \ F � , '� . C � � j� ' l / i ��/'. _ � � � I �1 � �� � � � � I 0 Q �. / � \ I � �I 0� ���/ � ` � � � I II N /�F / 1 � # � � � � � � � � j� Q� �� � �'� t' / - � I �I t� J�� / .° s,� / i � �� �' � � � � � � �' �� � Q �JL--� ''1�C� l 0 �, F' � ° ,� 3r'`8 ' : ,� , � � �� t° ;` ��- � � � ;o ��:,; - =_ - rn � � � ;�% J �0 �i� �<���/ ' ry ���l�NG��� �' �` �' � ---�.'` ,�-�-.�,.. - -- ry � � � I �� /^ � � , �''�sf� �. � F�E-��TE ✓,� S p�RE,� �x � �" t �f � "�-- _ - ��� i I i \\ \ �� � /�C l INF. Ih1 TFI� ,� �' _ - .N' - " �-,.,,,_ / �� , �✓� . /`� Q tQ ✓ e � ,6�• #r� _ .,� f� f _ �„ ,��.. � _ - - ��� -�l i L / \/ . l\\ l a' �. F d' � Q ,,' �, �" ,r ��,a t' , - ' �__J � _ ` � \ ` �(OQ S`' � { fA'' � ,% 1 f �6 � giR„ r,=/y�°'� �e '.".�w .,` _ �_ - - E-1 `� � , /���� �' ; 1 • r � �' a�''�� ¢�� -� ,��`c cv. t�'`' � . � �� � - - � \ ` \\ l \\ ' ` I �� � � � � �f ��p�'�'r F� '� � � ' � � / � l rr s � � � � �f J �+'r ... � '� ,� �� {�3 : 3 / �__ _ � � a r 8,�3�_0., � / � � \ a' r� �`�� �f���,.�`'� �'���°'��'` �°'���`£ ' - � [--� N � , L � �� :• � �, �, �,f f� ,. _ �� � # X 16 -�" � � P I p � / � J �" ,� ,`` � ``� ,� � �. ��" � � pT 8., �_ � � A 0 2 -' • ,� � r �`f �' ,� ; �" �' �` \ _ ,� ,�Y 1 ry � ' , ��/� l .. ,�'" �'° �� �'� �t.f ,� r � .r''� �"� � s c� , N ►- ` , —srg X � � . q X �3� � � � �� g ��, f. � x ,,✓` �a#s8���� � !e � � � 2 �\ Q� �/ '�T g„��"-p„ �'��� T g., -p.. � � �^ � ,�` ,;" �,e� � p,�`T C� � / � � � � �' � E • £ � . �, , ,,� _ .'� �°► r r'' �" N p�--4 � � � ` ♦ � i �'' �. .� ■ . \ �� �J ' � � �` ✓' �+` � r �' .�'' � �p"f ,e' � �' - _ � /\ U � - �� � i \,� � � � ,,t{ f"� d �' ,d"I � � �� `'f °'� ,r�`'i O � 1 �` _ � ��� ��-y� l # � �'`£ °f� ,�� �p',�d��,tp' � f1� f�I �� �� .�" ,,d`� ,�+� m /� � � � l �!'t / 8 ..r� f r s't a" I y ' p° '� ,.�" � �- V_ ' ' � \ _ \ ` CO , � O q7-g,�2/�_�„ �.p° � A/ ,��,. �,' �- �� i,, ;�I ,� �; � �,, � X� � � �� L _ $ -� • � ,`� � � ,,, �� `, , `� �` � .� '{ �i �� � � � /1 — J � - - � � , ;� r'y . �' r� ,/� ,� ' � �° r �"' .�`� �° ' �'� � . I �c d - _ B 1 �� \ , / -�' S� ,,e` ,. � ' " �`fi� ^� tw' 0 � � � � �8 'q�- 23' �► � � � Q Ql v ��d� �f`4' �'i � �°°' ° � r , �— - � � i Ar g,. -o'• � 1 , �� / ��, ,a� �Q ,� � '�` �,`'� �� � �° r >,� ,.`'` .0 � r' �� � ,� ,4 � cv. � � . 0 � � �s , .�" J �r� ��o,�� ��` /� -'"p '' �� '' ,'+ .�� �''' .� � � � � ,z s Y���` q, X� ► 3 � �` ;/ �` . C ;� _ � ,r � '��� =- �- _ - � � _ :� ,�' . ,,;�"o,' �, ��`' ,�''��°� ,=i � - :�� F -� _ _ J z I (���' ' ry_ , •�>. � '- � '0 ;�2�,�'X � ,,� � y� _�_ � � �" � d �- � x 23'-O" � 4 �'� g S � �/ � �C� �%'��� y���l// � �� `\'_=, � �r ��,�� �� r �°'` A rl �. `�,� d�o' ,r��.s{� ► �' AT 8�� A '� D A'r AT 26'-O" �� ! \� /`/ �� - �� .� '� t''� °�� k�N.P� ��d�" �`� ' � ' g„ ,� . _ _ °��,�r�'� w ��' �r �,, �,�> � ��, �� � �� � � O1�lrNER/DEVELOPER / `�� o. � � .l� %� ,� � � � o � � �v ✓' 0'� �`� � � �'� ,�� ��'��r� ,�`r �'� ' �� , \�Y� • � �`��X�, � o � _ ' l � � o�` , .� ;� �� ' -� a�.-�.� '�x .�����,.° o N VAIL RE S ORTS - ° ° y��`��'� . ��� �'� � ���' � � �� ��� ,,� p `ir . � EVE z , J �' � � #� ,� � . 6,_0�. D LOPMENT � /� ; � m ' � `•� ��� � � �,/ � fP � �, �,� � � �� ' �. #a x 2 - ' ' � � . � � #8 A ry , , .�4 , , � r �° � A¢� j ; ������ � AT 8" C 0 M PANY � � f$ ��'�// � 0 � � ► A)- g r 23�—o�- x� �i��� ;��� �. a r ,� s� �o ; ��, 'P` � F y� { � :�``' 3r." � n� � �� � � v � � '� x °�< �r� , , u� � ,� ,� � ,��'' ,� �° — �° �` ` �' ' , � � � �� � � ,\ � r I � f � , � F� T �° ��'��. �, � AVON COLORADO � \ - / #- �•J`'`�� � � -�__ .� p� .� �-� �� sr ;�' � � .�� .�''��r���� r� '-- " � _ � ��` 1 �� \ � � � ,� �" +" � °' ,GQn �� r'� 1 r" � ,l p � '— . . ,� __ �S� �� xr"�3� .� � �� �,.w � �}. o � � � / / \,� � � `�, X 7��1,. /� � , _ ♦�� � � '�e' #� ,�r °�F �r °� ,� - 1 � ' , � " ,� �' � r - ' �'` a�' T.�="e�,,>'� �' �' 0 I c� ARCHITECT � �t � �. . , � ' � 1 � u � / / �� _� � ,r�"�A° �, _ �' '�3 � cV_ � �\� / � � �� �\j��/� ' \� x�,l `C�%� /` � � �\ - / � I �"� I ,•'' ' � Q � , � / \ � � ., ,�,� ,��.,� , ,— '� � ,.Y, �i ; , � � , �_ . x� o 0 42�40 , � � ,� 'X � ' ; / C � ►� a� � - - � / � �� �x;, - � � '� � � _ ; _ � �,: X I # � � - - � ARCHITECTURE - �r � ���, , �,� � ,� �`�� �� ��� , � - (� '- _ _ l � � d�� � _ 3 - - , / � / '__ "_ �� '� '?� �'�' n ��;� �/ � ' � ` `• x # b Denver Colorado d' � �.;'��`�C °>' / �, � �,�.�`k� ` � ' '�,���y�� � �� � `. �- � �r- r - � � ' \ , / , ��,���� ��� �?" '�r�� S; %%�. ,�-1;x. ;� f ,. p o ..� ' # 4 _ . � � 1 � � - / � \ \ I \ �,J` - �i`�'` ,� � � �j�� f � ,� � � � � ' � � � . ' � 1 ' � O MONROE & NE ELL NGINEERS, INC \ \ ' ��� r J�� ,c `� :� � � � '✓\% � , � .g8� �� � � — � J � .��� �� � x 'V�. � ` ♦ T � �[ � � , L � X 23�,�" \ AVON. COLaRADa / \ � � ✓ � � l �� D Q%, . ���f � 8„ 6� �_ �,- � �♦ � r � ' #S � MEP ENGINEERS � � � � � � , � ' '�� .x nY��:�; . �� ;�` x - • T \ \\ ` \\/ � / �i � ` � y,� ��� O•. ``= ```__ ^ ' — � ' A ��� \ �\\ ABS CONSULTANTS� INC � � \\ I � ,� '` �� ��., �, ; ''�,� � , _ I — DENVER. COLORADO � � LANDSCAPE ARCHITECT / / � � � ��..�\,�.i� . i .x n� �\� , �� L � � � �., � N \ WENK ASSOCIATES \ ��� �<��;���, . � ���� �� �, #S x Zo�- � � �� �,��, � �\ � DENVER, COLORADO \\ `� � � \ \\�� �\�� ,�O / /` �.� �.. / ' � 1 � \� SVA RRY DORBARD �� / /� \\ ��v\ � /� �Y� � 4 � � � � � \ L. COLORADO , � \��� \ / � � ` +� � ��� v ,,� �' ,� , #a X 26���" � � CIVIL ENGINEER & SURVEYOR � �` �� �� ,�j�JC,1�����A'�'� O 8.,��; �, / ° a� Q�` � i� p,T ��� O � PEAK LAND CONSULTANTS, INC_ / / � \ � �� `��� � �� ��� � � �e' *�` ��'�i0�� `pr �� ��4 ! �r - � . VAIL� COLORADO � / ♦ � �r���` � �� � '�`8 �; .� ¢' r ,� < �' � �_ `�� � . c � " �`t � } � � � ' _ � `� g,O \\�� � � +� / T e e� � � � '� '`�� °� ,� .�� � ,��� '� ��� a� � �9 � � � �� \\ # \ ?��' �`' 6� f �+'` ,�' ,,,�`��" ,� .% 6 �a� 1�"Q f � N_ � r � �� ,'�r 8 � � � ,'" �,/' ,�` -'� ' Fr � o, \ �� �` �� �-• � �� �`f "M�``. - �' � N, � PROJECT N0: 20830_01 � � -�r { :y., j� ,� � �`� �' il= , -► �° .� �` x� m % � ♦ S 8-,?�, �.. � �� � ` '� ° r' ;°'� � p� ►- � � ���\ �3, �� i �s�i,p �o,, ��� , � � ;•� �' ,'� �''� .r'� `f{ '��/�''''� �,�xj �' `' ��r * �'' a'' �d � X� � ISSUE ISSUE ISSUE / .�, ,,� �o., \ \ � � ;� � ,��° ,�� ,_ , �r< �; �,♦ .� 1 � 4f a ,�„ I,�� � s��' ►- -+ N0. DATE DESCRIPTION � � � \��?�a,. � �� \ � ��I`�� � .�. �o�� ,��� f� �'° �' �.�� ;��� �� '�1,._�`�-- '-,•=���`{ ��'' ,��` � . ' �� '� � , # v_ �- - F - 08.25.03 DO PRICING / � �� � ��,� , , �, � �' � f �' . ,� ,.. -� � _ - / � \� / � \\ \� ���` \���,���; +� 0 �°°� r'� � �¢�"�J �'a"/ rF�// ,ar' �° gsr �,� �'` �� ��. P� .�"o I 0` - 09.15.03 FINAL DD / / \� � `� \� � �"'���7��� �, 4 � f"`� ,.+r`� ��.'��.r `,,` �✓ r° r� � ii"1 ��� bi' �t` ' ' ► i '�� / \ � �. , �; , ,,� � �� s r �,� ,r'` � s, > ,�p,T,�6"f� �,h ' � 0 = 10.10 03 PROGRESS SET / \ `�♦ � `v "�` ,'� \� ��`� -I-� `� .�� `�'' `� �_'' °° ��¢ ��° .``' �' {' `' •�-" �'' ��.� ��' � L — " J,�e x ?3�-��� 10.31.03 ISSUE FOR GMP \ ` \ �� �� � ��� d� f o � �. j � , y X 3 S, � ,,� . � p^ p.T � � � . � �, , !°� F- ,:' F' 3 # � �, �.fl� ,• � f� t� ,�' �^'` �" ,�' �S � - 11.14.03 ALT FOUND. PLAN \ �� �����y� �� /", �' � �� P d, . �.� �, �, �. �� ��; p� a�� �\� � \ �t. ,'�,� �. �,, � *�J r'��"-�-F' �'� � `A�` ,� 1° '" -" � � �\� � � � s� �` �'�s'` �,(�ti .,:�� `/ " e%`� - f' rn��� P` {'° _ .�� � � `\ ♦ � �� �8 J � ' . `.! � l F � €�'; ' e rn Z''�' .' ,„�'f ' �,r � � � � �°'�'' �\ '�r �- Ov ` �. '�X.'`���`, � " �,r"` ' '� �,�' �; �a''',.�` ,��-?y0 n,.°�t,,�� ,r° � r° ,r,.✓ �t�°` �°` �' � ' 01 1_06A4 ISSUE FOR CONSTR. \ �.\\ = v� v..'Cj. v � \.\ � �i j'` /�%� �, ✓` t' 1' }✓` ad2 3'' �,� �'"�,� ° �'� •,i'� _ ' � � \ � `�g� � �� 6•'�/,p, �0.. �D `v �"� {�\"y � e;= a^£ - o �_,fi Z�-� � #�� 26-O'' �-�? � � �1��i�� � \s�\ \Q,� \ \� \. � ���C �/>' ��/ �'' � f - ,r t r'� °� ���� t'tl p 1Vn` °e� -�� � , � �\\ \ '•\ � ��` �\` ��/`� � '` � .�' .✓ f� �' °�` °'" �'`�_"�rn +°r' � �� _ s` �1 . \� \\ / \` \ \ � `��`�\ �\� � $ �s � �f � ^t d' J^ •�,'r(*� � #f '' \ \ \� / `� � \ \\ �\� ,`�` ��:�;� '�.r' � �� �� '{�,i ��.�47I�N� , �'� ��`����ff �,,`�,� �, _ } - - _— �S X 30'-O�� � \� \ \\ � �..,�,� � r 7p�'r ,°`` �, ,� �°_ ---� � �T 8„ � � � \` �'�l � f :� �v 'r r�' S d �,f .r'Yy rP � � � � ��. � \ 1 �/€'� `' *"' f� �� '` 111�,�}r'' �i d� ��' ��� '� �,r � `\�\ ` �\ jP \ ` ��� ��`� f { � X � � ��� � � �; �2� � 1 \ \ i� � '� a�� yf ;� f ✓° /' � � n � / �� .� � +t ;l' � Q�r � ��� � �� �,,� ',� °, � m ,� \ ♦ \\ I r �e •'� v� � 1 r�'� r'V ;�r` ' � , N- � � \ ' 'j � � � �� \\�, `� \\ � f`� ���F ,�� ti���, d✓� ���p'` '! p"� �e%�'.✓tf ,f #�" �'� �9"�e „'° � N. � �/� Q O � � �/� \�� � 6. � \� ,t� � ��';�� � d' _�s�' ? ,p�' 9`�P;'�� �'� '' %'' i - `�}� r " � C ' _ H ����� � �� �� � � �� � '� ` ` o-, �� � � ,� � �° �' �' � �; , � a� �' � _ - N � ��,\ 6._ �\� �� �.�� �� �''8 �° �,�� f` ��` }`.,���,� �.� �� �tr ,� _ ,�, � t��� � � # Q r — — 'I _ � _ f l�l�O C I 1�l� �� �1�1 � , �� ��• ���, � 6. � �, �,��" � ��,�°`, y{���f � �'� � � 4 �{ � � � � �� � � �g,� �;\ � ��•- \ �\ . ��/� $ . . � °g ,��,�� �, d '� ,,•``�.�,� r r��,'` ,r"�Y «�" � ' � � � - A � I/8" _ �'-O" \ `�� � \ `� r yn�� f,�''��,, � �,�\ r � �,,d'�'I�' , �r'' ,,;� • _ J "0 � ♦ � � � � ,� �"�4r �, � , '� ..p � — �; L _ — \'\ �� \ �,�� ��� �'' ,°'� r° � �I ` ,' r' �� _ ___-----,i / / \ \� / � � �.,�."/`���/ " ;� '" `'' p r` f r- \ \ / � .��� '� ,a r� �� \ ,�a� °�� r *' F`y I � � � � \\ � � s �x .� r' f ✓`` a'� ,�� � f� �e f �r ,t ¢ I X 23._Q'I N I TYPIGAL TOP REIN�ORGING SHALL BE #8 i+.T 8" GONTINUOUS EAGH DIREGTION. � \� � � �' '�\��u y�'' �� �,�` ;>'' , ,•° �'�%` � •`� ,��' ,,�`� .✓"� i #8 � / / O \ �. t` % •° .f' � � e .� r � �' r „�� � AT S"--'- � � - � TYPIGAL BOTTOM REINFORGING SHALL B� #8 AT b" GONTINUDUS Ei4GH DIREGTION. �� \�'� \��� � �F �� �r'' 0 1' !` t i i � �,�' �r ' � ,, ,"� 4, � a'° ;i ✓ r` ;r �--- � RUN BARS PERPENDIGULAR AND PARALLEL TO GRID LINES. EXTEND BP.RS AT � \ `� � °'`�,� �`� �f �� �;`� `" �` �� ,° /� �;* �` � � ' DIAGONALS A MINIMUM OF b0 DIAM�TERS PAST L.45T SUPPORT GOLUMN. �\\ .� \ \�\ � ��,e� ����' � = �°'�i�.'� �,t`� � '�� pr T� � �°; ,' �' °'� / / ♦ � �,,f. �; �,.�''�, a' ,, _ �-j F,'� �,t ,�'� ,�3 <�� / / �.� �� � s. �` ,r �� �,.� ,.� � r ,�'� - � ,`q \ \ ,e°� P"S f'��f;`'' �� .�3' e'!`�' - � A''• '��3 �� �` z _ � REINFORGIHG SHOV�w Oi�l PLAN IS .�.DDITIONAL TO REIH�ORGI1�lC GALLED OUT IN � �\� ♦ �{ �- �,,, �,.�; {, � y. � ,,r p �3 fi �^ „r �,, � �oxE cxeex neiv��,� NOTE I � �� ,�'"tf a ( � .` , �`� �� � �► Y , - � � ���>,/ � �_� f - � 1 � / I! � � � P.T PEGIRL SLi4B REINFORGING PROVIDE #�l AT 6" GONTINUOUS � \ � \�� ` - }'r�\� � '�; '' ,'� € " A�y ° � � �\ � �� � 3 i INDIG ES S �� � ?8, � �� ''' ,,.a, ,{{� .,� F , � x .` I ,�`� �r' � I / � � E/�GH DIREGTION AT TOP AND #8 AT 8" GONTINUOUS EAGH DIREGTION AT BOTTOM. � �,�� - ,�` .�i - �f a Y / / V A LR �� � _� = RUtV B.°•RS PERPENDIGUL.°.R P.ND PARP.LLEL TO GRID LINES. EXTEND BARS AT � � \6"' \�� ' '� `� \' � � � "�s °� ` Y � � � - ` � � . � .� �``\a' _� a.=� ,r"'� F ,� r� ,�. .�`� , / __ y-= ,� _ � - DIAGONALS A MINIMUM OF 60 DIAM�TERS PAST LAST SUPPORT GOLUMN. � � ���� , .�'�a.'` ¢,,✓ �,.�"�\ " �,,� �,.K,\�,�"' �,.�{ �,,•� ,�e'� 'm �' ;e''# � � �- � �_ - o Q � ��� �\ .� t ��+ � P � � Q . � ,+ �� d' f` fr` ` s �' , � � \ \� � / �'`r .�'� i rt� y s� '�'`._� ,''� ,a"u _ �:!` �' .�.--'-"""'""`.-�--" I / S 4 � INDIGATES ADDITIONAL STEEL REINFORGING IN TOP OF SLAB ' '-, � ��' ..'_ �� r`�,' e..: � � / -�--- � Q D '� ' ���� , ��' � ��`�► — �, � �� ���p,� gTR�,� �/ � �Q 5. � � � � INDIGATES ADDITIONAL ST�EL REINFORGING IN BOTTOM OF S L A B � � , �� 6 I . 6�- � - ad 6 (14" (MINa THIGK GONGRETE STRUGTURAL SL?.B NON-UNIFORM THIGKt�lE55 ' \ I � � --- �a O' � iNITH WP.RPED TOP OF SLP.B P.ND UT�LIFORMLY SLOPED BOTTOM OF SLAB. ��\\ �����,\� \\ I G�RIp� � h'-��r �� �„ � � . ��. 3 \ 0„ i 26�" '7 REFER TO SHEET SIOI FOR P.DDITIONAL INFORMATION. �� \ � � \\ 6' �,_� r��8" 4.. ' Vail Park & Garage � •;\ '-11 1/ l� '�, \ � � � 8 at Lots P-3 & J .� �\ � � � � �\� � � � \��� \ ��` I �� � . � � 4 ���,� ���� 1 . ��_ -,_ �-, I � . \ ,,_, i ' I LOTS P-3 & J ., ` �\ �_ -�_` �_\ , . � , --__,__ � � -.� \ —__ � ---- `��,,;�� ., ���,� ---___ ___-- GARAGE PARK � � �� ��_ LEVEL � ��'� \� ��-- REINFORCING PLAN �, , _ �, ,_ � �\ �\ � ��� � = �� �� , � � 01 A � � \ _____---t _� � m \�� — ,—�" 1�$„ _ i,_0» � �� a°a� \\ ' %\z_�o / ��,_ �---__ �� /� u�t _. �...,_ �. � � _ � � _ 1 ` , �8•_p,. 3 �1a0peaoa��caara,�� e°°\������t�"�����'o`s_ � ��@�ap� � ���U�.� ' / � �Ya F �w°:,3_: ' .�"f I �sr�_ �j < 5 � � `�� W: , �e 'Y°� ••.�. ,� ' �°L. I � �/'�� ��4'� ����gAO�i��C���A�'+�t ' I ' P1 c� � � o�-n�f I , � , � � �8-_9., ' / i � / 9��9^ � / � ����/ . q ` / ��� 9 _ � _ ' , � ' �� , / �8'-6„ i� � \ I / / �N WA,pE � I �� ' � , , , 8',5� `L 8�o I � � � �6 � ,o,. �� q r�, HoR' / P"'r9 � ST�R�p FA -#g�FVAT�NTA� i TOp i 5 / i�,,i Np 3T 4"oN / E`EI�A�/�e,�'—� 4�.,0 � ��" ` / � `/ � �, _ � , � 8/74,` _�`` �� / //4„ / � � ,. / � �OP �F / � C I EvAT��N � � �° � � i � \ i � , � �74•_�.� � ,� � L _ �� RaYC�V�L � - E�p oF / -- S',g„ � I SCqB A O�H'`�WlnrG G � � � _ �� EV'�T�pN � ' � T G+qI�qGEp o� �aR � - � � ' ' ` ` � / /?4_5. / l Tpp 4 T� E ENT�A CE� - � nj = `' ` _ r / ��VqT, �qB , _ ELEv'4T�oN'��'7 , �o E�EvAT�Ag _ C'� ry - � \ � � N = g�74,_ / Tpp � ��-���� E'-8•• 8��5t8,. _ - _ i � O � � ` � J` ` \ _ 6• E8/ ATONAB / ��_�'`- _ _ -_ ' / �'�" / � ����� � `-�� - � �EVAT/p�'�B � l ` \ ` , l �1 ' - - � � 8j74''�" I \ � �- � 7 ?p � I � N � r , r ?p 7�Op '� � - � OF \ TOF' �F SL�B ['� , P/� , I E`EV 77pN'A8 \ �T � ELEVp`T10►� Q' O" � n - � 8i�s._ , EIF�� � , ° e►-t�'F O � p--� ` \ � - ' � '/ ` 8��6'g N�� �I E EVp�T�ON ° y� � ` E - _ __ \ E��' OF SL � r SL� �\� �R G - = 81"T"1'-2" \ � � / p ���� N _ - _ _"A�81�\ I E EVqTIp jAB I / TN /pry ��W1v � i �A�NH iJ ,��- �'d - � _ _ _ � ` \ 8174._�,. / � S�C B 55/NO� E��'�F A � Cq C / I Ev S� � J ` \ � \ ''4,• / S�'y'FOR L,qB. �qErE i � 8j76.r� N e TOP OF 5�-p`B � s si � 9,_ REI ELEVP`TION � � NF - O \ � , ` / / TOp ?',�„ I 3 / 6 = SI-11'-2" _ 8 � ' � � , F�EvqT oN 8 �E o� 5 '-8•, � s � + � - � _ - _- 8 � _ � - c � ;� -- ' w z 8 ' � , � � � _ 8j75�8 , �,1= 8��6Tp�2 � � _ _ _ _ � � _ � � �p 1 � Q � / \ i T L - ry � � 0 �� i ; 8 ELFV'�T S� 8 - TOp p� SLp6 N � r � � � �_'--- , � �o /` 8j7�''-ip� -J � ELEVP`TIDN I m I 6 / _ ` � � I I = 81„'-4„ � � T oF \ � � ` I � OWNER/DEVELOPER �qj,o \ - E Evq r�N B i E�p �F ` � \ 0 � =- � - � VAIL RESORTS \ 8173�_�0 ��� ; / ,8��5 p A� �Ev,�T (l l � r , ' � N ' °� r°� ' DEVELOPMENT� I � � ��°pF �F � I 520� 4` EL°ev F S�aB ' 3 E8 Ar�o�AS � COMPANY �EV SL'�B / A TIpN ''`��./pN - ` J } � _ 8j73 � � 5? � AVON, COLORADO �OF 4., �\� �. O/ LOAD i . (TYP� �� N- p SL - -� _ E� AT►pN'4g � �� � � SLo E�R�NG GMl1 i T P � A8 � — = 8173'-8" / �� E�E�p`TION - � � _� _ � �� �+ «` ��' pp OP SL�I : gl'IT-1„ . . \ -� / - LEYp`T I ON I � � � ' � �� . _ Si��'��� � 5'-�'� I ARCHITECT � � . - � - � �L —� ; �� \�� ;a ' TO��.TIONP`B 42 40 � a�' ,,� - � �,/ � ,'� �Y� �0 15'-4„ ELEB�-i8,_4," � I `� , ' ° �/ �. ;' � _ ' -rO°TON e - ARCHITECTURE T�� ;� � ,'� � / i TOP OF SLAB I EL�1�8'-4' � � � _ � _ � � � Denver, Colorado , � �LE�/ S�d// � / / Qp L�IAT��N � - � J STRUCTURAL ENGINEER - O� \ AT/�N' `8 � �i �O' � EN/ E ��-�-���q r .1.. - �_ _ - L MONftOE & NEWELL ENGINEERS. INC �� 8j�3,'6�� �' ��� �93 -� _ _-_ _ --� �— - 2 TOP/�.f ON B AVON, CoLOanno // / \\ � �,"' // s` f/ _ L J Z� ELE , ��� MEP ENGINEERS �- I - QJ�1S - ABS CONSULTANTS, INC � �� // \\ � Q �q,� 1- J (TYP.) , DENVER. COLOftADO � �� � ^/ O T // I - LANDSCAPE ARCHITECT DENVER, COLDRADO - 1'_��, / , ��Q� �/�r \F,��A � �p 1 � WENK ASSUCIATES / � \ \\g���T S �i� -T� s� �� � � � p SHERRY DORWARD � 9; � � �� \ \ e�\5���� �S�iV'4e f `` �� Lp� I O� � � � VA1L� COLORADO St,, / � �` >'4T S � _ � / / / \ , / �'- Rf- ` � 8. � � O I - � CIVIL ENGINEER & SURVEYOR / � T / ♦ � e �O � PEAK LAND CONSULTANTS, INC � j � ��0,� ;� � ����- I LpB rn VAIL, COLORADO �� ! \� �8�1��� / 1-` �`� \�, s\ � T�EV�T ON � I /� / \ )O T/O�� � �. � T �`` �.\ �\ \�, I �L81'i8�-���� I � \� F�� � �� � � � / � � e,,1� @ / � �� �Y _ � � �,. <� o � ?3, �� � � �' \�� �T S ��• ' - r � _ � - � - I PROJECT N0: 20830.01 T � / ��, � � � i SLaB � ��� �� � ` c�`�°�o '� � / f�F�� s "•3:�'�e �` � ; L � � � ELE ATION ISSUE ISSUE ISSUE 8,, , eF�o,� � / � , s,� _ e��q�-o" F N0. DATE DESCRIPTION / , '4 � , \ / ` O/ \ \ I - - �- 08.25.03 DD PRICING 7?,T� <� / � � \\ � 09.15 03 FINAL DD `s� '� @ /� \ �\ '\ � I r 'r — _- � ����,, j /��(/ \ r,f' � � ` I �- - �— - - - /.. / / // ` �'� T \� ►- � = - 10.10.03 PROGRESS SET p i pp SL�B / �/ f�r l f''� \`� ' ��F o �, E�vpTioN _ - 10.31.03 ISSUE FOR GMP / / ,�_ �\ 8 L .o � 1'iq'-6., � T � �' \\��., � / �oA �>q'9r,S� �\ I = S - 11.14 03 ALT FOUND. PLAN � _�'r. .�<�,�c�il� F�,( � �\ �� ����I�,�'�`_\3��.�e I � i \ " / °�� A ���'"�h�s �{! \ � � � ��9 S oti�4e � � - N 01 1_06.04 ISSUE FOR CONSTR_ '�' �g�°� or.,� < ;, �\ `� �`6„ �?o r,oS� ' '`6�'y�e f� ` ,., %� I � _ c� '',ti-�e , _ �. k'� \\� �/ � I 9 _ f��F � \� /�' / - 1, �, . �A„ L�pp BEARINC� � ' � NON- RTIGAL � ;� l� \ ���'� �j`-�-3, ' i �' WITN #`� �� I C�fZ�PO� _ : To �- '4 �6 �c0 GMU �„ �N �ULL'� ND E Y < • 8. .�< Ao��. . � � rT}'' b I AT �S. pRILL IN P`pOWELS � .Q,, 8�,9 .o '� � � \ 'o+�, �1' �ROUT '�� X 3 STRUGT��'�' 8 Ti S �'� \ / 'J �0,, I p�T 2 '��� ��TO � �� o�J--��e ° �-�/ T ,� SL�B• T�P►Gp�- i l.� �� ��� � � � �� � � g vi,, "� i \c�`���o �/ . I -roP OF 5 o,, / B�L�'�` % � i pP SL�B ELEvp��a�+ � �-�� N � = a�,a� �° o.. _ _ H i' />q�T� �< � ELE�p`TION � � ��� I I �� �� �I �l 6 e�6� �� �>/�'�'�@ � TOp �� 5L� _ gl'1q'-4�� � - -- _ — _ � - T I ON —' I/8" = I'-O" �6�� - `�<� Q / j/ ` \ ELS,�I'-4„ _ -- - -- - — _ L — j - 1 / 8 � ,� / � � � - - - ' I I. RE•SIO�A FOR ALL SLAB REINFORGING. � /�O.T�¢�,9� / � - -�" � I i ��_p" / �� / ; � I i �r�` � 2. GOIVGRETE STRUGTURAL SLaB NON-UNIFORM (10" MINIMUM) TFiIGKNESS WITH / j , � Y�11�RPED TOP OF SLAB. � - F pA � 44� i �•� i O �` �6` io '�i = g/�Q,9 T�S� // � _ i - `8�.y'4e j/ I I �.. NpN-LOp` i i BEARING G� p, I �ORE CREEK DRIVg� � ? � / ���p� I TOF' F 5►-� � �' TION ry i ����� B �. _ K ��6,, i Q i T�p pT ON ELS� q._8�� I _ � `Lg� � I _ --1-'" V A � � ?O EL�� q,_8„ __ _ __ _ _� I � / � � - - - , o Q � a � I 5 � - � � 6 / � rj 1/2° � o i I 1 z� �Q � I i IS'-O�� � � ad �O, ` , \,�3�� \ , ' 26'-O„ 6,, -��_8 5/S" 11 1/8" ' �O � 56�- 1 8 Vail Park & Garage ' � at Lots P-3 & J �` 16 � 12 14 LOTS P-3 & J -�' � ;�� GARAGE LEVEL 1 _� ,� FRAMING PLAN _ � / 0 � � " 5 � 02 . � � _ ; N m � � a��' , 1/8» _ 1�_O» � /�W =�O /. � � 1 �d�a�c��ar:am,, a�°o�jP�!�,LD�p0�°,�'a � Ig•_�,. �n .� �`°,�Y��F y$�tk�� a�. � ! o I m�' � ��'G � a1 @ � � � � C. I �B��°y«,:. �"w�'Q�y'`"`�`�� � ��,�� �� � '`R��, �;�'io�'�4�6t`- � aaacma��Fa.,tia 4 � � � I p � bl - bfo -C� � � 6',0,. � �8,_ 7 i I 6,,�,� 9" / I �LU�.q I STRII� 9'_ „ � q � � 9 r����/ _ ' � ��� 9 \ / 6'-p�, � \ _ ' � �` \ _ ' � / �L� 6'-p�, 2g�_6� � � � ` STRip � % � ' � / �-.�- .� /� J � � / � P�'�4 �0 / � - i -i �` _ � i / ' �l � _ !� �- 4�'�p � � i / � ,` � � � 4•• � / i � / , , � , � � , � C I - � , , � --o , \ \ � ,o Q _ ``� � � _ \ / � � - � � -_//� �� 0 \ � � � � � Q_► � � _ �j , �� ry / / - � p � � ,� ,� Q Q� O - _ _ CJ ry - _ � I ' ' - - _ � ,� �0� �: p ''�- - ` � � � � �` Q Q 0 N �`-���-.Q , _ � _� _ _ _ - � 1 � o � � ' -___,, -_- - - � �� � ,_ Ey � � � � Q � , � -,, - . Q � � � / r � X� � � - , = O �N =- �-� � • #8 X � � �Q � - N ' ~ i �T �'-p�.'o,. / � J � , � � � N �,$ ,� 0 i . � L �8 X IS'-4" Qr' PA Q � QZQ . � � / / ` ` \ ' ` ' 1,_O" � P�9 ` _ ,n 4' .�.0 Q �D� r � � / `��� � ` ' � '; � Q� `#g � � ��'g ' #8 X �v- ' 9 � ,2 � � Z '�T xo L�„ AT Xo�'-�,. �l p.T 8° __ : E ,F ` � ~ �0 Q � � - _ o � _ � • I � � �J - �o • , o I N � a—.� � � _� _ � _ , �� � � � , o � � . , . .- -� � � #8 I � I �o � � . � - � ` ` Q° Ar /''.c_°o_°„ ' ► � o � ' NO ' X- ' � � ' �► ` � , °�Q � #S X 22'-O„ x_ �� - g � . � i �Q AT S�� ►- - O - AT ���6'-0�� ' � � ��� / 4 � • � �� � � 0 � a � \ � —■ � � �� - C � ,� � - �- / � � _ . � � 3 � - � � , - ,� p � ' , � z ry � � - _ _ � 2 Q,' _ � _ �� - - - #S X 16,_0„ � d' � � � � � `- _ `�0 ti� �Q � � I O� ' pT 1'-��� 7� I �i � �� iN � � �� Q , � I �'' ,�� ` � � X F � - � OWNER/DEVELOPER \qj � � � - _, ' � I�Q = i �, , , / � � � o � VAIL RESORTS � � ; , % � �' � #8 x 26�_0° - � DEVELOPMENT � o AT ���F'�-o�� � �� � �� ''-O" COMPANY `� •' � � ' AVON, COLORADO . � _ �, ./ � _ � � - �. �- --, � - \ O - - _ '-� . �-_ � x 16'-0., ' O - � �i �� T ','��. � � `\ � _ \ �.� ` /,� �� �`` � � �. � � ARCHITECT , � � L J o , �'� `,�+ o �o � x� � 42�40 � � �, �,a , ,, �: � , ' � o 0 - - � _ ;o , / � \Q, +�o ;�' ' X� �� � � � _ _ - � ARCHITECTURE - - ; � •� ,��p a��P � � / �4 � � - � _ � � Denver, Colorado \ / �'��, / // - J A O STRUCTURAL ENGINEER \� F�.N TOP AND BOT�Q'M J '�`e / �� � L -0 _ MONROE & NEIYELL ENGINEERS. INC ` \ GONTFNUOUS REINfj� (?GIN6 v.• � ♦ �T -{f r , AVON, COLORADO N'THIS AREA. �� (���� � �' �6, , . � �� X 16'-O'� n // � / , �0., .O� �'� �� L J ' AT ��.Q" MEP ENGINEERS ABS CONSULTANTS, 1NC � �- DENVER. COLORADO � � / � � ,� — J �g �C 16'-O„ , /� � ^ AT �`-O" � LANDSCAPE ARCHITECT / � N WENK ASSOCIATES , Q �P DENVER, COLORADO � N / � � , \ � O SHERRY DORNARD / i � ��� / �C/ �YO �• 'Y � , � � , ' VA1L, COLORADO 9` � � / ` Q)+� �� � #8 x 2�?���, � � CIVIL ENGINEER & SURVEYOR ��' / / � � �, � P / ♦ � P.T ��'� Q � PEAK LAND CONSULTANTS, INC � � � ` �'�� � � VAIL, COLORADO - C / � , `���� X� � � (� 6.0� �` � ,� / ` ` / � � \ F- (V - \�G � �g�;� ,. ,� �� �.� ���s �`ti ry0 �,� cv� p _ 0 � /i s,�i,p 'b9�o,. , \�� ```•.� ' � � , �� � X� � PROJECT N0: 20830.01 � 3:,� � o., / / ` / � �� J �� � ISSUE ISSUE ISSUE >� _ � , � ' ,� d A F N0. DATE DESCRIPTION �` \ $,, � � � � .` �� � � � � - ' �- ---- - 08 25 03 DD PRICING /� �> ��'8 � _ � - � � - _ % i� `x/ �\ ,,� �,� r±, �S 22'-0., r � - 09.15.03 FINAL DD / � /� / _ ��'�Q � � �os`o,, �T e" ' � � 0 - 10.10 03 PROGRESS SET � -I'.. x i�,'-O„ - / Q , � \ � � 10.31.03 ISSUE FOR GMP �/ � \ �C�,� ��Q' \ � � � � se8 X 30'-O�. AT ��_O" - � � �� �� � .y 8 � pT b" - 11.14.03 ALT FOUND. PLAN i - C � % ��� '�� / T -!' � � 6�O i..� / � ��`J'� `.. �� ���O� ' � � �'��� �� n n �� . � �•• � � 1 _._---�� v '�8: ` - ! //6T'eiib r, Q\O"' �/v \'� • � � X 34'-O" ' � U1 1_��_�4 I�SU� �OR CON�fiR. 6„ O,, � � � ' � A� S � 9 f� :�� �`� � /i , � \ .� � \\\ ` � I 1 #8 x 26'-�.. / ` \\/ / .� `,O � I � - - - � �� , �,r g„ . \?� ry`�� '� � ' - / ` ,�.,,0 ' � � � / � I Q ' 0 i� . � ,� �'�� � � � ' � � Q � � ° /� i `� ' . � N. � (V� � � �� �� , sC � ,Y, / �.\• Q I � � x d� ' X� � Q �� ��� � � � �� � 1 N "J%6,, - �o� / .�8+ / , � ; o � X� � �� �� - � _ _ _ H � I � I � I 6 / 'S '' � ` ' X�I �Q # � - - ` �� � I �l�� �� � I �l� �� �I �l �a; %' /6`,�i,p �°9'0., ��` � � � s, '� o,, \ �Q� _ _ � • • �' � A � I/8" = I'-O" / \ / - � �� � _ _ L J I -Q O I TYPIGAL TOP REINFORGING SHALL BE #8 AT I'-O" GONTINUOUS EAGH DIREGTION �/ �' i � TYPIGAL BOTTOM REINFORGING SHALL BE #8 AT I'-O" GONTINUOUS EAGH DIREGTION / RUN BARS PERPENDIGULAR AI�1D PARALLEL TO GRID LINES. EXTEND BARS AT / � � \ I # X 16���„ � I Q DIP.GONALS ?. MI1�lIMUM OF b0 DIP.METERS PP.ST L/�ST SUPPORT GOLUMN. �/ � �44o p� �''��� � / / # x 2�, Q., i 0 �. REINFORGIT�IG SHOV�W OI�I PLAN IS ADDITIOT�1f�L TO REI1�l�ORGIT�IC� GALLED OUT IN // / � A �" I NOTE I . i ; / i i 3. INDIGATES ADDITIONAL STEEL REINFORGING IN TOP OF SL/�B. i/ ' i �oRE �g6EK DRIVg�'``-� 4. — � � � INDIGATES ADDITIONAL STEEL REINFORGING IN BOTTOM OP SLfaB. � �� � I � I � � � �a, i � , � K R° �� � �6� 1 I - _ �' V A�L � 5. 10" (MINJ GONGRETE STRUGTURAL SLAB NON-UNIFORM THIGKNESS WITH ' � _�— � �[� _ � - L�IARPED TOP OF SLAB P.ND UNIFORMLY SLOPED BOTTOM OF SLAB. � , I � _ ' ° Q Q a { 6 � IIVDIGATES SLOPING SLAB ON GRADE. RE:SHEET 5104 FOR /�DDITIONAL INFORMATION / � � _ i � � a � i GOLU�"t� �R�„ i �',z� �Q 1. REFER TO SHEET 5102 FOR ADDITIONAL IT�IFORMAT10T�1. / I 6'-O�� r I 'a,,0�� � �� ��� \\ I GOLUMN D" i 3 STR�p � 6'- 26,_�„ � �'' 6,_�„ i ,•-8 5�8�� „ �i4�� � Vail Park & Gara e J� � S�� , 18 at Lots P-3 & J 16 ` 12 14 � LOTS P-3 & J _ GARAGE LEVEL 1 � REINFORCING PLAN � o _ - a " o � � � 02A N n _ � N � 1 QV R' - � vo 1 � 1 -0 %rn�i 2�0 ... ,-..,._ y /% � f � - � — , � � �8•_p.� 3 �,,'09�9i�33tl�F��� ��i N6;LD r;�,�e,, / � � ��sTFR���'S'p�.� � � , < 'o ' � \ ` � � o � S ,��, � 1 �� �. � . .. ,, �Q I � ��•_� '��'>1, '�: `m..1l��S�����< '�4" p , `'r��oe`p�Co�-p c�� � � �oA8dG9!0 s:ee4��'6 ' —a� � � � pt - ob � ' , ia-_9„ -. ' � / � n i ' i 9•_y„ � / �'I ����/ ^ \ I i l i //�.. � , / , 9 � ' , I � \ / � / 28�_6„ � � i � i / � i � I � / / / � � r � i � � ,�� / � �T� � ��.v-"", �* _ - / / / `{2 �:�'�'`_ � Y�'� ' - I .��°'"� ��'"''µ c.'.. �"� - �O �� � � � ; .�•�' ��,,,,,,4`"`-�'���"`- �7° +,,.,,�°' � / � � 4„ ¢3'�f � -�""`� '° ,�"` �.'`""� "'' �" .'..�" � � C - � �J F� �,'°" ''� ,,�'' '�r �✓r j�� `� °""��F,,�°�`'� o l l l ��' � � , I \ � � � � S �� `''� �°� ...�``r �'� �� e �r^e'�„•�`'`� ,,,'°`�`' - l l �F' \ '�'a"'� �,.N'"� fi� :u+' �` a,r'° / '„��'tr �"°r°' .r"°` ''.+^ �g,�, Y�� � � � _ � �.+� ,ra ,�" f .+ �_'�'� � � \ ,r°"� M�wuO r .s° r^` .^ v"- ,r�f h.��°`y ,�•�'' �„«^ � �°'' O ��� �p� i:.. � �I \ \ \ ��� .�'f���,,�'��.� ""r�r �' ����p„d'�� ��r- '}���,"° ���,. � °� � / I �.. ` �,..+.�""`✓ � .""" r,.�" .P°''� °'� ��.'^"" F, "'��,.� /,�'�' � - °�r } � e� a� ,�'�/� 8�S'j �^� R ?,. • � *� �_,�' � ,,.�.�a Y .� ��""�,,,r �,.�-� ,,,,.•{n`" �,.> �,✓'' �,.�"� � � / ����° S� � � �1 �„�' xfyr"' �Rs„w'"� r' � ���� �,,.-° �, ��„d �,,x"` �,�.�'`" �:� ��,,,r°' �r✓� /,+ � - - � �-#.� � � � � � .`Py - �� � �'r�� � Y�d°" �y� '�� r"'° '���/''� ,,w'�? �y .sM J` O�F''°'� � __ � S � _ .t J ' v� °`��� y+`°� ,3",�"'°*"` ..f°+�� y^' '.�"� ./" +„°"� .f".� � t' �`.� � ,.S�' �Q� _ �y �„ �.w ' � � 3� .x" �,r++ -"`� ,,,r�f A`�� p,.-' � .'` / '_ � /�� ''' •�* �+•' � ` ,a"`� ' f''� �.�„' i'r'1 �,"" � ,/ .�,.�"'�"` ✓''a+"� � "f'" s� r�,+' � � '�:�� , _- _ V ✓ - ""'� r°" `� - a„`"�"` /" ,,.,� °`.� �� . '°: �,. ,,,-+''.- ,/'" r.s''" r"'°' �,.>a' I � �a:: - _ _ _✓°�,,.••��,..•• a,r '� '- '' „r� ° „�r ��,�,,,..�+��'� . ����r'•' ,,,, .�°�e.>� `t^"� � � T�p z!'��r- -' - ' - r" .r°� , ...- .. `� �,�,. y�� �,,°-^"��,. �._ p� ,-°.� �. "'"� ...,--'�* '"P�r ``' ,,,,,.- ° � y�'`P .+"r°"�6 .r' �� �� � E�E F S / .�g=,zs i - _ .- � ,+" ,..r'" �,'�' ,°.�' ✓'<" ,�`.r�`�.�'� ,,fr' v, °•�'��"'a. �, ,�•,r°` �,,• � - V T� L'qB �'op .�'" / - - p- � ' '` � ,, �„ .� ,� ,�-'`�' s`' -'" , -� .� .� i ,,,� i 8/6 �N � �5F - ° � `8�.�,`�.'w*�."''� .�,`'"`� ,..' `��,,,'''`'� ' .w'" „+�"° .,�''°; .r°''J f,,�s''" .,,.'' ,,.f'` �,,F°°' ;,,' " j\`� �° �'' ,.` I `�" �`E,�.� g�q - �,,� .. ✓' ✓' T� 8 � `,,.�°'��.,-"` ,.-*°�'° ,a°° ''�,�,✓"'� �.,�"` �„��,'"•°''� ��.�„,�'"� � ,./�,�� �r�.�' �` ,� / g'j66,,5, _ I = (-� ,��, ,�� �,,..�r ��"' .a^"`� '�,,r°"' � �.✓`°y�.�"' �'"°� - � ;�`'�' - � � ry ,�'� w � � � f,.-a°'" r''"� ,,r"'��, � �,, �M� ��r"°`� �.s'' �Ax„°'°���'� �,'°"^' � � � ` / ,�;�r� "`� '���,,,s `��„'r'�,� �'r �,s �" � �^ _,,s-.. �„�' \�^' �� � P� _ A�..+'"'`�.ow�' r> .d"��.� .�f r � o�.�` �� ✓� ..r`� '�� r""d .✓�✓ l � ,�° r"" .d / \ � � L I� l�a`` �--' \ ,�°� ,�`"' � �,+' .."'� ./'I .r''' �''� � � P,,•s'""� �^''�`'J,,,�^•^�l S R,�"Sf� �°' o✓``� ,,..:�'' � ` � � \ , �„_y- - � � \ � - �.,,�'" �`�,�"" ;�'" ,�'� "'�� �y.r'_ ' >;.. .f'"i�Aa�,o,�,.{��„�-'``� �''��`" ; � ��.� � (9Q// /, P�i E � ,�°` ,.•'�'"'� ,�""�° '°�� � '` •"� °��4 r'� o .,,�+'''''�� , \�� � �./ � `'"' � ,��,,,�"'� ..�°`��'.�� �°''` ,,f ,�-" � �� :�� F s�as _�, s� _ _ ""°` ''� � �°"'�'"�� ,2^.��'`� � �, ," r.�'°''' ..�°":'° "..�" .�,`'• �+^�+ � �s^,.,,� ''"� �,"'°�,.- '.�'' i �i ``� TOP AT101`� = S16h' - � t� �_ _ - ���„„•�- ��,,��-��` ,,, {,r �„✓° ...`�°' �,+^' �,.,••,,•- �,,..''.° J,.e� ,.r'°'" ���,"`° r.N°`'�� ,,�"� m°�"'' .�- �. - = �.-- � ;, .� ,.- .�f" �� ..� ..��' ,,�°' ,,�� � 4 ;��`' LE� ����- � � � � �.�-� ..�=M � ...� � � � � / I � �--� ` -�' t.,�° �° ..,, ,,,»� .� � ,,�'' ,...� ,.�° ,,� r � ,�A° , ,s�,�'� � ,.�'"' >�`._ "� �f,\.-',�" ,.��`°' ,r,,,..'' "�.,'",�� �,,..-r.� ,,.�' �^° p�,�'' ,,.s �,,s'� .»�^ ...�^ ,,,,,y*' �^' I 5�p �x 1 1J ,.", � r�'°`�'�`,.�,,.,, r� t'`° �• °,• �r'°' �'' ''=r°�` � I es��- � �� �� p..�� �' �� � ,,�''�k�,. � �d_ ^��"�,�s,�'"� ��,,•*°" ��K�"'�� ,,.�""����,s,r ✓'� � �.r"`'A���„+'-'"'"�� p"a'"���Fm..v.w"°�� py„s^` % 5�0/�E '�'-°�' rA I .,' _ ,„ ��,�°� ��y'"��,,�„'��,,,����,," �,,""��.'�� \'`��.,�a,.�''�,� ��..�''���,,t,•µ-� � ��,• � �,,��,.•• .�__•' � �_\ --`-' � TQPV4�T ON B � � .��''' ,�'"/` � � Yj° ,.�- a*�`" .�°"' a� ,fi° ✓'°"' ,,�'° ..N° �,� �'- -=� .A ,,,-°"� ,+�°`" ,r'` *''�� �° � ,r°"�°' � � ELE � � ,. a.� ¢ y�^ �� ` 6�_ � j� - �,u.,.r'�"�� ,''°''� ��'"°� .,*'' ,,,,"'''"`�'" �'`' ,s°^'" yf-"`"'� �,.w''`" �,.��` ,,,+/'° J�z,-,r'°°"� �,(y�= `,� r"'"�'`'�,,r"f`,�" }./'�✓� '�^` �°'���.� � I �.O . =�16 .1,• _ . / �,�»�` ,,,. �r°'` y,,. �' '� ,,,,� '``�.��•,,`''X ,,• � �.,° I p "` ;. - - � �, ''� �,,,r° ,/"A� �9 ,� �,,,a°' �✓,,,.�°' �,,r ��«'"" ,r''r >''°J d�°" .#. �„s�"'` �,,,.- � w°'''� /�.�'"" ,.r*' I �LE �F S r - _� � ,,,. � ,� 1,,,. �� �,,, ,,,_^"' r,,^'°' '`°� r+�� �.^''� ,o ,,, ,✓�f � � �' � � �/,cl�. L,t�e�t � � - � � ' �� •#`*Ar�1'yr�'' �~ J,�,",- _,,,^�`r' ,.� �r''�� .✓"`� `'� p+" ..�°'' �y,° �s� � ``��•� / � �"" �°° .���'g' � 8j6 ��N r � �y,�° � �.»° s,,�` °� �,l- �,,,,� #�,,.�` ,.��'"'" Y�,,,�`° �,p,,,." ,��,,�° i'� � ,''' ,,,�� �„�"` � 5'6•• �_ .�, t �,,�-�• ,�, '� ,r"` ,�tl.�°.�,�� ,�s�°' ,.'' ,�''' ,,."' �„�.' ,,`�`"� � � �� ,,:-''� ..�'` ��_ � ��° � - � ,f✓""" >°�^°" ,,.." r"'" .rA•r'° r.'' �� �r ��r��,,,» �� �N ���w..- .,K"'°"N",; !✓'°,�Y .+' ns`'"�� .y°.•°` �R�,'` �, 8 E�r T �� � ---�.- - � J N - �,t+^"�- p��,'" � ."'.�' ,,,,'; �..+" `���-"' ,�.. � �Y� �r , p' �, -�»w8.'"' � �,.� �„�' ,,��" y,F>F� � '�� .+' ,o� -''"" '',,"`` ,°'° r,,,�'� .-^'..•-°" °"��,`�`"' ''`'' '`��'`' �'°°'.�= �" '`� �,,,� / �r," '' ° G�, LP. � ,.�''�"` `�'"�y � '�'"'� ,� �°' `� � � °"""Y °''�,.�.�r "`� .* y {m�8.,�. ��..� .. i - � TO OF 5 _ a�` -°""� �� „�°°'�^' •,�'�'°.�,.� »_""-�° ,�'',�"' ,,�"' y�,'"' ,,,.�-'".�' ..�^°�' ,�ry�•� ��''� �..a^"" °"� j,,,."^� ,.�° �'" � ?� O y=„} �LEV p` N B � ,0 � �� �,,,.'`'°` �,,,...�`�. �,r"_.. .�-� ...,. �"° �,,,.�`` �,,,,��" ,,,r°` � ,,,�' A,.�� � �„ �- ��` i � � , _ Vq Lq6 �p � I =g166' . .- � q) .-,„'' ,,,�°" �s'°� �"'Y� ,.''� �*°' .�"� � ,,.�''°� .•- e ..�- � ,�-� ,�"'"� � , � 66. N � � \ \ r •`' ,,,,.� .�� .r.o""e ,.r' r ,r-''� ...�°' ,�` d �^"" ..� f,,.r°''� w. /' /J '�.�F �'"� .w°` � \\ �Fj,• ° � OHrNER DEV \ �,.,» �,, y�,..• ,r �,,,.' �,� A,,a � � ''� -��A- ''���A "� � s wc 0 I' �' - / ELOPER - r'"'Y ,,,�� .,,,,,."r' ..�°.;: �-`� �,.,,'� ''' ,'`' ' °„*°' �,,,�' f°,°,r° ' .,.�+ �5� ,�..'* - -7`/ �8 's� ... ,' I rg � �`��" ,,,.°""�` _,�""'�^ ./'.�� ,.�� '�� .-'''"�� .'`"�<�"'`°� ..."`"� ,�``� ,,.`"`� "�'�' �.''� �"'°��' �6S�'/ �� .r' � L �� � N °''°� °'• 'r",J" ,/ '°'' ',,,�`` '/'`� �• '.o'',' .+`' '' ,� � 6 ..*"'� �,a° E�,,q � , _ ," �. �T � y1 .,�-� � �-- �`'° .� � .� ; .�r� ,. -r��� ��~ �,A-� ��� , To �:�.�r ,-o � � � VAI L R E S 0 RT S � "'" �' ,.� ,,� y,,.� ,,.r° ,,- ,�°" ...,� - .� � A � i C J ,,..,.,:""" d�,,,,,�°° �,,,� �r,,.�' ..�� f ,.�`" ,.,.,• p�.�.°'�", ,��"'�p .,'- ^��°" .�''°+�.�� ,� ��-''"� ,,,-�°_ EL�Vq� S�q 5Zp1 � � sf � DEVELOPMENT ,.- �.� .� ° - ,,. �,: ,�- ,� �,,,- �d �, T� e , _ -� � �,.,s° ,,..°� ,,�'`� ��,.. � �,,.� �.��'' ��,• �,.�- �,„.` >� � , .,,�' �. � 8�6 O -�- � �'"� �'_ �,,,�'°'� �.-� �^' ..�- � ,.s � .,�' .,� ;�,.� ;,�° �'" y„'� '`E �'� .�' �`� , - � _ ,f�� �n; �,-.� r�-" ,�..�- �- ,��.�- ,�,��' �..-�� �,.�`rv .,�� „�-- ..,,..Y# w.�- � .��` � :�� � ,F. ���5 �T�rP� COMPANY °,,,���._ `� �"°� �,�-�° �� �a" �,.�`' .�'' �', ,�-�� ,�°° ,--'" ,�`'�" ��' ,� ���:�'' � _ L I I \ ,� d ,� � � � ` .�° op A - • ��°� ,��"���-��.� `'��'�'``� �'"�`� �,,.�"°"� ��'''� -�`"`� �.,�F`'�� ,�"''' ,,,,-`�� .�°°'"�,.,�=��'�° �,���`` ,�°.r, '" -� � ,3"' =, - ��Wn� o g�P.B' E V T101`1 B AVON, COLORADO r,,�° �,, �,, ,,,r �,r �,,�° c, �,�,,- ,.�°- p� ,.� ,�""° ,,.�°�.` .�� � -., � � TOp P LE -6° � �9 - .•�° ��, ,,r� �� ,� �,� � �.,• �,� ��„,.-�""" �,.,�''`��,,,a- r�,,.-°'�� �. ,, �,,. ,,� ��, � ' ELE�p`TION I I =8166' i -- ` r ,,-°`"�"� .�""�� r�''r ,.�`'� '• ,,� ,�.- ,,,,,y °'"`" ,,�'" ��° ..�'` ,-°"�J ��' .��"'p � ,,.�,5�� �, ��\ _S�hb�'6� � g AB �r �.�..�°''`'",,...,�"''" .�,,',� ���„''` �>`""°i'�'""� ..,.r"°� ,�-°° �� � ,,.��'�..-'``�,,<'�x � �� � "� ��h~ ,; � � _ `�-�- I E Ey�,TiON ARCHITECT ,,. L �, ,� �,,,��" ,,-°" �- .�,,,,: ,r�` s,:--'�,,.-''� �.��• ��,..M �,��,� �� '�� �`` ° �y� °°�� ,"� r" / \ 5' �, �F 5Lp8 i =blb�'-q° _ 42�40 ��`"" ,,� ✓ � .� � „� � ,,�' .>� i �,,r"� � °" �. .,-Po � ,.�' - p 8 T�p .� N .� �`' H ' ARCHIT - , _-� .�,.� �'��.�„'..����,�� ���#,,�`° �a M �,,.v"'�.•�m �_.° �fS��'���...� � ��,�'°'�,i .��''� ..�^'`��"'��,,'�'��°'. ,�,�;f N 5 ,Xj�ING. R.ARG E a���5 l _ __ _— - D E C T U R E .�~° �' -� ,�'`° -°' � .- -° ,�°'" �� S�"°"' �° ,,-° q,� ,,� .�' f' � ,�_ o E I r --- Denv � �I,; �,,,.,'"` ���" ,, �,r'"` ��,,✓'"''y,„,•�.C^`� 1.r'`'�/��,,,,,r° A� fQ.r����� ,,.,'''°'� ,.."``/ �,s''r� �,✓^`.��'' ,,..,� " �„r'"-' F? OF, pF c�.Lp.B _ � � - er, Colorado f�p ^�,. ���yt � �'�,,�'"• � �Pfr' rr„ ��,,.'" �,�, ���„ ;,,, �j�s /Q� n...�""�Jd�'"'� ,� ��'`"� .r''�^''`�,� ,�°�„� ��`� ��(P`TION �_ _ --- - --- - J �.f ,� MONROE & NEBELL ENGINEERS, INC " ,,�"' -'� �,�''`'� �/ �,r'� ,..r'"' .,,�°`�� Krs' /�� _r'y ` .r'" �,.�1`���..� .✓"'� ,.�^`"x �`'"" ✓"`°' ,,,,""`^� �e''° ��,"`� _ '� 8�67,�6� Pj1F71��2 r � _�- - L STRUCTURAL ENGINEER _ -`.�"�'`'�`� �'�+"�j �'°`' '� ,✓'`°�� .s''/ �!"7µ '''"�•.���{ ,✓`�`�x ,r°T .� �` ..�°" ,.»�'"� .p„"°"•r� f'`..�" '�,'. `,,,` �„°�" �r'° µ'`' , - � _ --�� 2 AB avo , ,. /�'° ��^ �,** r' � �.'' t �,., ..� .� ,.� �"" ,,,,�'` �' ---- p pp 5L N COLORAD �,,�°, � �"` �,�, �,�W,,,,••° ��,,• �pr,,.r/M .y,r �y�� ��„'. 4���'° f,t," �rF'r` ��"°°��,� f.,�„"°' ,��,d.'�' -'� a��,�"'.•��" �- �— L J 2 Q T��p�TION 0 � � I El- MEP ENGINEERS � =8 ��" ABS CONSULTANTS, 1NC _ °�' � °°` �,�'° ,r-'�� ' ,,.�''' ,�,,,,.a°' .'^ � o .r'" f`'" .',�` ;' ✓` �,,'�`�--a�e` ` DENVER. COLORADO ;"� �� `� �f� �J,,'•'�� '"✓"-�' r^" ` �'✓" „�`.w "'p„A� '^'p'°� .,/'''',r '.'� £^"'e r''" f`O� +�-� '`A^^' l" -�- J ( p.� 16,," ,.�°° .�°` .:° ,,�` � ,,.s. �•` ° �, .,� ,�° ��,.- .��..�`". �,�,' SL I TY �' ,/ ,r�`°" .t ,�,r ��''.� ,. t''� RR,� °� ,:r^'" �r�'•+''' r..�^'� ,,,�`" •r"" � ,�" .�•� _,s` ,,/ +< �^ AB I _� �.�J' „� ^' "` i = .�`"` ,� �~' �,n '� ' �''� �" ''" �-`� ' ^'`A �'' r �'° TOQ �� LANDSCAPE ARCHITECT �� r . - �.u°"' �sd'� ✓""r.. �,Y�'` �.r'`" '"`"n ''"�`� ��+'� "+'£ .m'° �+ "�+'` .+_'`d ✓"`� ..✓"' .fF �i"°n ,+''Y° ^"� ��'r ' T�O� � ��r,,,�- .-`" .r"' ,,,r"' ��,�.�''` ...�°�i�'" ,,r'" ,,.,,"" '" °'� �., `� �~"" �-'_� ,,�-,•��' � ELEVA � - I N / ,� ,�'`` .��' � n.,w�'° � � ,f ,.,,�°w � r°�- �..p-'�'� ' ���,r"� ,,�-" �s� -„�`" \ _�6-��_(� I/S�� I�---� � .A WENK ASSOCIATES DENVER, COLORADO Q' / � �� 'd,,.^����w+' ��.�"° �^�,„,:• ���,,.` ���..�,,,, J���„r""' �,,.+' � �„° �d�,,,r" � ��'�r �.r`.' �„� �s'�.e�`.x�} „�.°'��: .\ O �S��L4.. 9 j ; ry. ,,•` � y _,�- �" ,,• �\ - � � ♦ / ,,°" _,.�° �f,,�` ,o"r �,.o"' .J'` yF� ✓ .,s'"� ',s .�.'`" ,,,r' dJ y ''`�.. ��� .,,� �� 1. - & S�-. �,,,•�'" y �' � ��°' �""�` a"' ...y"� �°' °r s �°'` .✓"' �"r� .r�*. ` ,i ,,,."'' � � O SVERRY DORNARD � �,,,�Y �, ��-,�' � ,,,-'- ./`` �.1''`� �,�'"` ..�"°° �'" ..�°` P � ��" ,� ,r�°'�� �,•�:�i'° � \� � I d` J A1L� COLORADO .+°'/ �,''' ~"''�� f,d' �,r'' _.,''"�jr �.^'"F � .'D ,,,,,°'° O"� �"' ,r`"r'" �>�„` .�„"''' � °' �;N,� .,�'� � \ � � � �� ��� � �/ '"� � '��\ "'� � �� y �� � '� � �� r `� f� \ I � a` CIVIL ENGINEER & SURVEYOR -�'" '"` ,��' ,-^'" y'��/,/" �' t �,�' � r^, ,- ,.'' �,�'" ,,,� �s `` ,..• ,,.�'"w `',. �`'..r -+' ��'',�" '`� � .,°'' ^�'� �-.�� ♦ PEAK LAND CQNSULTANTS, INC - ," ,,.• �,, �� ,,, r"'" f.... ,,F"" i r \ �,, y, ,,,`''� .�.•* ,•�- ,,,��'s �,•r' t � � - �'''� .,.�'"� �✓"° .,.r' � ''"'X ..y'r F�� �'""��"��''�� r°°��� �'''° ..r`'"'� A'�"'�, �"'� �•� '`� .,�,V �"` �,,.-�`a ��♦ \ � VAIL, COLORADO "�.✓e` „�"' /�/�,,�(/r•'� r",xx "a'`£ ''�"'�°" .^"�°"��, �y/°�`��✓,'� r�/ '�s ',�°�,�,"""���� �"'��`�r� �.'N°�� "� \`� � I '�`"���///''/ r,,�,'``°f r„�.�' �^`'"�,,.,.`"°°""`� .,r'''" .s,a't�'°/ �,,�'' �'�,� ���`�,a.r� ��,,.' JXf,,,"•�' N� �. � �\`` �. \ �'y ry� I _�-- �`j; �� //�'"��.r''`y'� .M'-�f��,•�# ,r°"r`X ,r^"-���'�,>„r�°'� �,�r+�`"Yf� /'�`n.��,��p ✓^ ..-`''1�V .�� \\. r "r" _ F SLAB � �,. f" �„r � ;,-� ,� p- ,�, 5t^° ,•' �, ` _ p O // ?'8,, �'°"���-�'°'�X,�-``°��,���''�� �--��f,...�'"�/ a`� � { .-''`�� -°"`-° 'P,t�,,.G��-' �,.�--°`� �:'� `�\� , � _ -}--- � ' E E�lp,T�ON PROJECT N0: 20830.01 ISSUE ISSUE ISSUE � - �,,�"° � .�' "' - ;�°°f -�' � ,.f�"° ' .�r 'P'� � �' �• � L =8168'-5„ � /� �.•''"f ' �' a..°' _''"� �-•,~ .,'`�°'�f' �c]�p ,,' _=�,. , i „�°'' ,�"''"� .�.' ,°° � ,,^'' /-„." .'''� � �.' ':, .� ��� /�- �,� ,�° .�.,�' �' ,..�°' ,� �" �- '�' / _�� . � ' p 5 AB I - _ F NO_ DATE �/ - - �,� �, `�,,r °"�,.�- �,� �,,.,-,-�° m� ��.° � ..� �r�,.. �� } -°;�;-� � -raP oT►oN _ _ - __ _ DESCRIPTION ,� ,� �-� � ,,�°°° � _r' � � s �, � ELEVA � -r _ -- 08.25 03 DD PRICING �'"�' - �'�•'"x '' ° ,.� �'' '` � % < '�'= '� _S�6 4 1/2" �_ � - �- / e�, �''' �� .�j'" ./ �,,. K � ,�,�� �' /i O,�^��`�3 8�� - - _ _�'"' ,,,�° .�"� r,,�-°''� ,�°� ���''r �` �/�'` �-°� . -°' r �,o c�`-°� � � 09.15.03 FINAL DD <,,,� �`�' �� �„`"f° � ,,�,`.�'/��r` ..�`� /'��"°�� F�A �`<'' L J ,��`g ya`� �'' �.���""�`' .�,,.,.,�� /�,�;!��.-�` y`�,��' `�., --� ,g F�o,� �',��,/ F�o,o I � -roP o T,o B - - 10.10. ROGRESS SET i ''� �`" �" d'` /� � s � � c� o e���r� 03 P , �, _ .,R �m � y%�,'` `X° M��� � �� � �;''�o< �'�, 8,fi�'-y '°s , .8�68'-�' - 10.31.03 ISSUE FOR GMP _ / - - ,.�: ��i b-°"/ �` _ � '! �.,'�'�� ���• 'L��Q �4;� 8• �'i l I � - } ,� i /�,.�- f �,�.�-� ;�,, �� ,�� - � �e�'�►.�e I i - 11.14.03 ALT FOUND PLAN Q .�,°'°' Y .«�;�"//,y' .�� K r-°'� �" �,.,. i�, - ?8, �� ��"""� ,,#�'' �-'�� �°�`,�/ ��P \ ' / � � � e�'° � _ � '`� "` i i �C � i� �-_t 6" � `� i:-`T"~ ,,,,o.�-`t :�`j ,,�'�� p�v i' � � �:4�, i � 01 1_06_04 ISSUE FOR CONSTR. � � � ����..�~°��„�.�j/ 0�Pv / � \ / 3` �, i I s �/ -� `� / � � "�� - �,,`%� i �'c`� / . �-y 6•- r�� ,� Ty ' ,' _ \pryj� / �� �°�T+ �::� 4� I �� 'o., � <\ ��� / i�� �<3`s,, �=�� �1' ' o<'�.�'c� ^,, _ � �� vI / � • r� ,:s� R�e SS '�'i I - // �. � � � ��� / �� \\ � A� ��� `5��,m I 5�.9 C�S�iVc .r�p p� SLAB / _ � �i � E:�, �"F'o.��j, CLG`1�.T'ON �� ��� � � � �� � � a. / // � \ �- �: I ��ti-� � :8165' y � � � ��. ,o � ,� N 6 � ��� %/ �/ \ � � I �:o, H � ��� � �� �� �� ' ' � - - f �8, ; ��` "�� � _ � _ � - I/8" = I'-D,� 6 �6,, % ��� / j � ��;`� I r � _ ._— - —� � � �;., + ��8�`�q% \\ >�}A,� _ —_ _ �_ _ —� - L J 1 / 69r�Tj S� / �i�_ _� _ � - � � P pF SLAB , /'��po�y'4� - ,«;,�1�`�".o ELE�/ATION I �„ % � � \ A�8/6 L� � I =�1bq _� 1 � �:: S ►� / � � , i 0 � - i `'�=y�. 8` �o�'4 / / 44 0 � 4 ti @ I _ �� � � �`''s'�^ 1 0 / � I REFER TO SHEET SI03A FOR ALL SLAB REINFORGING / /� ��, I / I �;� /// I ' I i -;;�, y � � �: 2 � INDIGATES SLOPING SLAB ON GR�4DE. RE:SHEET 5104 �OR ADDITION.4L INFORMP.TION � i � "�'� �b� � I '�� � � g CREEK DRIVg� i p �AB I �' 3. 10" (MINJ GONGRETE STRUGTURAL SLAB NON-UNIPORM THIGKNE55 WITH ��, SIM. i / - � � T � � E�Ey�.T10N " � � �'� ��} R i^IARPED TOP OF SLAB AND UNIFORMLY SLOPED BOTTOM OF SLAB •6,, � \ �� i , _ �bq,_ I _ _ K z ����, ��y� ����L� I '� i - _ � - --- �i � �� �� � � � � � � �� rs ,9 1.� _ � --- � . / q Ti � �`_ _ ` �- 'x - ,o p .y � s ° Q Q (� . :,,� i I , �•- / -� �- - 5 � � � 1 ',_4,,. � � �Q i � � i � � �, I I µ� '8,_�,� � ��i3i � 1 i � -�.� � �� ���� -��_8 5/S" i " �, J J? _11 1/S" '��� � � � � � 8 � Vail Park & Garage `�=� at Lots P-3 & J 16 12 14 OTS P-3 J �� � GARA .s {EVEL 2 M � FRA :_� � �r PLAN � ���� �" m � � ° ' � � o � ��Z ,,� � �.. 1 g" = 1'_p� � _�° �b � �, , , , — , , � _ _ - , � � � 1 3 �$�aT:+3�S4qg ��ay - 4��,d��e:��8��.' Q s� ' � IV•��" � �\�T �j �{.�`'"`�w;;;����� I �. O \ b � _ ' b o � �A 11 � t4' 6 � � �� � �, �'°'b-'r�`�S"/��"�I A�.�C����"�° � •aem�9�a O������a�@ g�'CA999Q@�ldd� I , �,-,, ,�4 ��y � � , p � p � - olo ' � ' � 6'�p„ � �8�_9., � �LUM 6'`O�� i ' i STR�p q._ � i n ' ' 9 `��•_ �-� � i � ���" 9 . \ _ ' � / 6��p�� � \ / , �` \ ` � � �L� 6'-p.. 2g�_6,. � � � � � � / STR�p � � � i ` ' � � / .� I , / � � � � � / � � ' I / / � / 4��� � 0 //4., � Y � / � I _ / / / / ' ' / / � � � .a C �.� � � � � , �. I / ��, � , �� / - - � � � � � - , , � � � � sc� � � � - � � � , �,� I / ; - � � � , � � � � - �� _, \ � � � - - . ' ��� - _ �+'� m �� I � / � - �-�� -- - -- ry _ ���� ' ` 0 � �' 0 � ���`�'�` � _ = - � / � - ;� = Q / ; ►" ° / _ .��� � �� � _ N , , Q � `�� i ,�� O i � X `�'� _ • � I v.�- ,,.a �:� , � / �� � � ���°� o � � � ' _� �� r ' s -�� ! � E-� � N � `'F''� � � � _ � `'� � � '"�T.. � �p 0 � � . � � ���" P,q – —�_� �"��� �� � – � • , � ->� �e�–o" _ � �—q , �z� I , � � , , ���T ,,_o,. _ ` - �. - _ ..o ,. �h� �- � e, 1` Q'� - � 4�� ► 1�/ p�T 8" .�= - - - - � � E ~ � � Y�, l I � � � '" � � � _ cn � �?� � ��- � �Z \ � _ � �`� ' i � � ►, � �� � - \ �� � ~ �� ' � � � _ � � �;�.„� � �� �'�'- ' � � p � - � _ _ � � ���� / � � 0 ��" O `D� - r V ` � _ ;`�s,�� � i / � ..��` � _ � X- � � \ ` � ��� � � , °�� �� , �� 1 � � � � �' / i �g X 2�''�'� � _<� �(� X, ' O g � _��. i � AT S�� ,� �H �►- � �� - � - I \ ' �`��'` � � �� # d � ,� ��� � � (� � �� / � � � ' � � � 0 V' � �.-,�-�� T \ � � � �� � G C � �0 _ - \ ` ' � i 'D / � i �� ' _ � � Z �p O �'�'� i Q Q Q`�0 � � " _ - � #8 X �6�_p., = 11� ry i i -�'� � - � p`-r 1'-��� -1 �t r `��� � �4 � �0�- � - �''�" p_ 70 I / i:s� � _ (n Q ;� � �N OO _- 'U O Q ' ���� ; ,l� ' �� � I X� � , / � I `` £ � � ' . �� � � OWNER/DEVELOPER ,v � �y�. ? � � �� � I , o � VAIL RESORTS z \ _ -��— / �= �' � ; " � � � ; �_o�• � DEVELOPMENT � _ I ' "'� � �8 '` 26 - o � / ���,=, ��, � - � p,� �,_o., _ COMPANY � J _ � �\ ' ����\ � `,�T�--_ �:�f I � ' � AVON, COLORADO _ � , � .J_ , ;,X�` , ` Q _ __ �\�\�\ :-; �'' ,� S x 16�_p., i " - \ - - - _ - - __ / O � � _ �t 'F— __ � � \�`•\�� � --���� '� T � -� � �p ARCHITECT \ � �, , ����� � �� � o �o : x= - o � 42�40 � � � \� r � ' � ��- r 0 - �� N �, ' ��� ��` � ��� X� �� � � � � ° _ - � ARC H ITECTU RE , �t � / � � / ' �� -�� _ �i� �. # � , _ ---- �~ � Denver, Colorado � . � ' -�� - �4 � - -� d: \ � � � \ �� �� � � � � � = A � STRUCTURAL ENGINEER �� . J "_ O MONftOE & NEWELL ENGINEERS, INC , \� /� � / � �'':��,� r 1 � L � - AVON, COLORADO � \ � �� -� �� �`�� -1 �S x 16'-O" MEP ENGINEERS % \ � �:,��, r _ L J ' AT ����, ABS CONSULTANTS, 1NC I // / \ � \ rv�� L= J # X 16-O�� , DENVER, COLORADO „ /� /j \ / �- �� '���„� A.� �,,��� � - LANDSCAPE ARCHITECT / / \ � � �� N WENK ASSOCIATES / � ; ' � .Q DENVER,&OLORADO � \ �> CD 1 SHERRY DOR�fARD / /� � /� �� \�� °:����. 'Y� � � O VA1L, coLOxnno 9\ j /�/ \ �,;'' j \ '°,�, �R � ��� 6` � .� � � � "� � ---- 1 - #a X 26, � � CIVIL ENGINEER & SURVEYOR A,, / � /i \ �d,r� � -� O A'� I��O� Q � PEAK LAND CONSULTANI'S, INC / � °�� � I VAIL, COLORADO i / �/ � � / ���� s:.'� �- p - �/� � \ / �\��«� X� � � � � ` � � �'���"� � 1- N � � _ %/ / \ _�3 . � \�µ";` � \ \ry�Y� �d X� O c � / ` � ~' � F , �4 � PROJECT N0: 20830.01 •�3� � �j ,� � �`/ ��`.���� � r �d � X F - � ISSUE ISSUE ISSUE � ii �,� � � ��" \ � ���`� \ , L — ' �,� A _ F �� N0. DATE DESCRIPTION $,- � / , / ro=°y.}� .� � � � • " _ �_ -- ��` , . ° �� - 08.25.03 DD PRICING / � _ ,.� � - / °� � . %� � #'�r, \� o" � �' � � '� 09.15.03 FINAL DD � � / ,� 4°=z ssa 22�" i �h - :� /� �\ j ��o / �T;}� p,-r S° f � � 0 t - 10.10.03 PROGRESS SET � � �' , �' �� � ��}b,, � �8 x 16'-O,� - �� � _ � _p�� 10.31 03 ISSUE FQR GMP / /i � \� �Q ��C � � � � p,_p" AT �• '� � �' /, ` �'���� � P �`�_�'� . pT a3 �� - 11.14.03 ALT FOUND PLAN � , j • ,�, �0 �` ���� � _ � ,� �'�� '��� �� � � '9�e-y- �� � � � _„� /�� %�'�1'� ,�Q �� � ��o-.°;_ �=:;�� � ! � , � � '� 01 1_06.04 ISSUE FOR CONSTR � _ � � /�' / / V.� � Vy '�a � N ��� ; '% ;' Yl.�� �0 %' ♦♦ i �_,� #��34'-4„ � CP s„ /��` P / � � ���p,, � � s ; �-"� . % '/ � � '�� � � #S X 26'-�" � / � , , � �� � �,F // __ // / � .,O �y- � . . � � , �T g„ �` � �� .1'�� �� ' � � - `��, / / i v ` -�- � ' �°:i � - �_ ,y �'. ^�, i j / ♦ \ � � 6�,a:_� Q ' � �� � � 4F�� � � �- � � ' ► � O � _ .a. � =� " ^ / / ` Q- ':���� O � �_ x � � ;� ' ��8. C � � ' � I a"a� -'� � cv. � X� '�. p i � ^ _� � � `/.. 6'Ol�. i / .� '�j i// \\ � �j�,```� �� � X� � O . • `s �� ��� � �. � �� � � ' ' -� � � � �Q _ _ � ,� _ �" o„�, , .qT + , , � �-� x _ N _ � �S �, ;� ` ♦ cv_ `�.r�.��f- # Q _ �� 6 � � �i � �09; ` � x�I �;..-� d r � � . �� � i�l� O �C � 1�1� �� ,�1�1 �. 6 ,,� o., � ,� �t. �} _ � _ `g,, � / `p,, / \ dJ Q i "�� ��. • � � � 70 --�'"� � �,.� I/8" = I'-O" � � � L J - � O 4 � / � � � �� I ,�� / ��� s I TYPIGAL TOP REINPORGING SHALL B� #8 AT I'-O" GONTINUOUS EAGH DIREGTION �/ - :' � � ���� '� _- � TYPIGAL BOTTOM REINFOFZGING SHALL BE #8 RT I'-O" GONTINUOUS E�4GH DIREGTION / � � i � I " �_ #S X �y�-O" � I � ;�� RUN BARS PERPET�IDIGULAR AT�(D PARALLEL TD GRID LINES. EXTEND BARS �.T / %, " = ��� � DIP.GONALS fa MII�IIMUM OF b0 D1.4METERS PAST LP�ST SUPPORT GOLUMN � / �"�� p`T �'' � � _ �/ � � �� � � - �� ' �. � / 44� `_`f� � _ i 0 ��.� �` ,�� - � REINFORGII�LG SHOV�W 01�1 PLAN IS ?.DDITIONAL TO REIT�IFORGIT�LE� Gf�LLED OUT IlV � i / #�j X 22���" �q�:�� ��_ ' ' _ - I !° �� NOTE 1 . % � pT 8,� I #�;��2 �� � 3 � INDIGATES ADDITIONAL STEEL REINFORGING IN TOP OF SLAB /� � � A7'�j_�, � � '�;• y �oxE Cg6EK DRIVg� / cx � � � - - � INDIGATES ADDITIONAL STEEL REINFORGING IN BOTTOM OF SL.4B. � � / X 2I��-��� �� '-� = i K � 4. ?8, %� u8 �� - R �� � \6,, 1 AT �,_��� �± II - - -- VA`L � 5. 10" (MINJ GONGRETE STRUGTURAL SLAB NON-UNIFORM THIGiGNESS WITH � �� � � � �� �,, _ � 1NARPED TOP OF SLAB P.ND UNIFORMLY SLOPED BOTTOM OF SLAB � � `� _ � - � o Q Q a / � v 6 � INDIGATES SLOPING SLAB ON GR/�DE. RE:SHEET 5104 FOR ADDITIONAL INFORMATION. ''� � I � � a � ��, �, UM STRIP �Q i GOL � 6�-�'� � "1 REFER TO SHEET SI03 FOR .4DDITIONAL INFORMATION / i 6'-��� 1a,^O" � C�}� . ��� GOLUMN 6�-O�. i . i � y-(�21P i 26,,�.� _ � 3��6,, 6'-O" � �':;= -,�_e siS" „ ,�S•� ' Vail Park & Garage JO 1 � 56'- 18 at Lots P-3 & J 16 - 12 14 6 LOTS P-3 & J GARAGE LEVEL � EINFORCING AN � ,� M ° � A :- N t0 n N` ke� � 1 l�o1f 0 <�� ��Z _�° � - � � � r r + K '� � � r ` � i 1� % i . � 1 �'��9iS�r65iS0/���e � l8'_�.. e ed ,����;7+c AsAn o f p''•�RF��9��` s ' � ; , �'\ � a F, , � � a < 0 �� , �?;a I o � � N� Sn, �;�%�':a � � °oP �, :;p7VF � .�;,�.�c i ���'� / 0�������C���44�g� � /4�� i � , .,4„ p � � t -otA `� � � � � ' �8�'9'� � I � I i / 9•_ � � I � 9�� ���'�l q / , �,�., 9 � _ � / � � , ��-8.. � ` ~� � � / � ���O� �8'-6., _ \ � I TOp / I ' � ' E�F�AF S�A , / � I 'a�, - gl(�4 7'lpN 8 � � - `� N 4„ / / / Y"� � � � � / � � i I �T pp � � / / 4���O // � 4'� �I T S E T1NG - -g� S T�p�Ag � � � i "`� Op � 3 / / � V'�T pL'q � I ��� r`E � N l ` � C � '„�, � � $/64,, .. � � / S Ep�NG � \ � - 4 � / � / ' ` / + � _ � _ �O / / r � / \ � � � � �8 B�Y�• � � �77 � I � ' ` ` ` TOpO � Ig` � 5�A N rs;�" � / /F� F�s / � / , ��- o�j _ � � l ' a�'AT� L'�e l F� � � l - l = °� - _ , ,64._prv o � , _ rop , _� �Y.�� _ � -, ,,, O I - / E� �� _ ::.�� � ' I / � A �' • - - 5 � rl') - _ \ - / ; � �/ ° 8/�5 T�oN 8 :��:1���� p - _ � - l � \ l u`�i l I � � � � 9� � - - ```�'`�� STEp�N� - _ - _ � / G4 � � � � l �� - � \ � � � T� -��s�� - - - � / / / �I / p � � � _- `0 - � � �'fl ` � � 1 � E�EV'��'-`'�5��'�B -- - _ E"� \ Tpp� � i � L l� � � ' � ` � � � B 8�5��O N l � �' �gLAg� � � � � _� � I 5Ly' .�'�".:'°` � I � �E�EvqT � � � / ` � � Jl� � T�p � ` � � TNDER MA��Y 2 / ,,�.��{»,;`-� � � � _ I � a = 8164t1�N i � E�EVAT�jl'qB G3 y _ � � _ ydP`L"LS' I O � ,���� o � � � _ T 'F'-O'x p �/AU�-T � . �� � � �65�, - _ � � 4'-O' �INSIDE �V 1'_ � 8 M ?O T � PREGAS 4„ pEE � P � �� T ��'- �,. d�, � I l � �— � �FK_ � REFNGH p � ` ` � pIMEN510W RE,pLUMBINC� Q� � � � O I E�p�� L � , \ , � �� A�GH RA�N � � � � �� $Y �T NG� F�R LOG�TION � P""� / r � - � L, � =La ag?'�°�AB i � 4 7 - � _ �=���-'r I _ �� 1 � �� „x�_u.. ���►c,►DE � ` ` T�p �F � �� � o" � 5?Ol I � 5 ` � ��Y>`/`� �`T�p pF p SLP`B � O� E � SL,q i � � .�.�'� � � � E�EVqT SLqe T�EyAT10N 9 PREGAST 2��' �p GRE'�E �MP � _ \ B � � /o E - IMEN510w �EEP B � - � ' -�Ev q r► l �' , / 24 ��;��� �� �J 8�55",6„N -- � a� �A ULT T� B E�G�FOR A D fl E p D L . �� °,�"°:� - - 816��N � - �2 / �=:`'�� 54 � --- � - pTHERS �ES R � _ I � 8j5g•,9„ f���� � � � _-�, - LpT�RAL EARTO A��GEN R ��'p��N � � ' � 7 � / / - � � yp pUE INGS FO �,. � _ _ ` ' � ',4„/ ��6�• ,� � �� �" i� 155'-0.�� � � _ J 2��� p BING ��'W TION = 514�1'- 7-� � , - �� / ��, o �.,, I � � � i b _ _ — RE:PLU►''� LT EL-E�/A � P �F G � � i �l',�„ p„ ,�:,��r � � — '_ O� ypJ� � E�E�/,�TI S�'`�B O � � \ -i - � �- I �;�--� N � i i � � TOp pF SLAB TOP � _ = 8163�-I�N � � � ` �� `� � /` � TOp � l Q �e� � I i � � - i 1� r ELEVAT�ON _ B p� - � / i � i � . 8�56. � r � - - � � _ �_ � w / ' i � / E8j6AT/pN'� - � ° �'OF ��",�'�' � i i i � � � �i � _ I _ � _ - � � � '1 -_ � 2 2 ° � ��� 4�y7 //�,. � ��`� �'`; � �i i � � � i � � - � 7�_�.. � � � � C � � C816�,� � Q � / \ � 'r�6'�l6„ � \ l G> O `� ti\ � �''�;`�, ' � i _____-+-F� i-- Q i � pF SLAB /1'_ tA O � ti/� -. , f s L�-� �- TT G TOP � O" ' �I Q �Y G4 � UM�OI�G \ tiy.:�� �pTl 1 - 1 N _ � 7�_6 . � ►i - / r Y p�C��E � I'� �� #- 0 C y;,t r 7 L 8 1 5 5'-b'� _ _ �j - �i i i' ; i E S S�TION 20 � /i *' 0�2 t �- � i � i � I �p `� � Q��<�� _ � � - THER � O i I �� ?, l I - O� A '- �� — � � �---� � � = �- Tc� B Y 4 TH � �� � �I 3 i ��/o / �� � �)�`�Y,� _ � _ — — �i� ; �,, � � � � _ I _ � _ � — — �1 .o ONGRETE �!P•U LpTERAI- EP.R � �OTIN6 � � r�p oF 20 ' ��E -t, s�,�e��3a2 .�_ � I8�5 - � 1 � ' _ � 1_ — -t� � PRE�N T G �D��sF D�1 L ADNGSENT TION. . s��P 5 / � 8i N , 0 5 � � � ppR E To ppR LOG� OWNER/DEVELOPER �� \ �r�p oF E E 8 / �; �4 ..�� / -� F , - � � 1 T p p ���� � � � `_\���--�,'_J PRE�URE R E PLUMBING DRP•►^� , S�AB A,-�oN � � ��4 ;� �S i = i . ,� � ,�-o�� � � FOOTINGS. VAIL RESORTS \�,,• \ _ jEBV.�rioN � _ 81E'3'-4 ���„ /; T l ��,,�� 1 __ rt fE�> ;; � 18�a � � � -_-- � ��,_o., � DEVELOPMENT � , L 62�-►0,. . 4 d -� � �- < - , ,T � _ _ ,�-o° , _ _ I O F<�° �, � � _ ��' /I op � _ C 0 M PANY � � � � C816p�-6) O � �•� /\ 8 �,oT S �~A s:J \ / 3 5`A$F ' � G2 1 � - i Op'rING � 5��� \ T � - F1 � AVON, COLORADO _ � J - _ - � 1 � � ��.�1 'S:��ti-9e; ' �_, 5�p� C � 5'-��� 1 _ STEp \ f r O � L1�.B � - � \ � �8l \ `�` �J�� � ��� � � � � �i � 1 �'-O" �F 5 -� � � ��'�,'O � � � � / �. / L - � `- D�8 (8155'-O„� i TOP T10►`� � - � - ' J � ` § �'�� ` - c�•-10" TpP pF S N � _ _ _ _ J ELE�,,_Q.�, \ � s AB� � 4 1 p �.o ro � '' y.�` ��'" �Q � � ELEUp`T 10" __ (8�56'-0") - e ARCHITECT � - - 42�40 \ � � .� F 'o � 'o ` P �p � = 8155 --�- — ELEV ry .� <�p� .��� /� `•�_ " �-n3 r ssA AT 1�-O" T�PTO LOG � AR H IT T R - r = g 163 T I pN � � ' _ g/6,y�` S �6 T S � �" ��:�� TOF' �T ON $ I �� ' BO 1 ONS) /� �' ;� ��� � � _ i � ����p<,4 , ip< < � 1 ELE`!P` ,•� — _ � � #A AT 1 -O N.O. ��3 - C E l.. U E _ r \ i' �r � �•8,'�''4@ a,03 , �C' �� �� / 8�5h'' —i� — _ � TYP�G _ � -� � - _ _ � � ; , > �-� , Q ti Denver, Colorado — . �:_� � _ „) � 1 _ � - � _- ( s��B° � J � �`o., � ;�;�� ��,�� �8 ~m — a� — � I 1 - _ - \ �8V ��N \ O, /\ / � �� \ � /� .0,� I I , G1_ �— �A � I ._��� TOP STRAVON,RCO ONRADO ER \ , _ MONROE & NEIYELL ENGINEEBS, INC 6 �'' \ i '-O' � ��0 / \� �`*��' \ � � �� -� I " �- � 2 i A A�T � Bp-�TOM TIDNS) `�/ � S� ��,�, \ ,� � I I �� �- � Q � �q T 1'-O�� (13 L Gp` MEP ENGINEERS ^ �\ � O �`�% \ _ - �-- _ U,N.D• ABS CONSULTANTS, INC \ � � '� ��,��.�, Q Q y20� I TYP GP`L' � DENVER, COLORADO . - ' \� fi � � °`!���� s-, � �`��� ��' G5 � - � � — — , — — 1 - O \ �y�� C \ �;��;. � ' 1 I � LANDSCAPE ARCHITECT n - \\ / �/ \\ / � � .m:`� Y�G��L�. �O�� � „�,,�' I J � � ��� � "� �P ENVER, COL RADO ��-� � / / '�' T -{..�-q .p� .• <� ����. -r — � � p.B (8155'-D.,� �� SLP.B � ►`� � ac / \\ � � \ � ��� `��F p ���`C`,•�S 8�S�T�S �� � - \ _ T� �/P`TION 9 ELEVp`TION i 11,_�,. ,���, � � SHERRY DOR�IARD VAIL, COLORADO 9, �� / c3 � / ��. 8 0,9 � ` �,�T,y<,4 .�o�9e'`�`-�.� 5' p" E►-�i56' ►1 1/2" a, _ 815�'-2�� ,,_��• � . J � � / / y ,e�n �6 T� S •�y 6 �� �F,� '" �` � (p - � sr,, / � ���0 Fp�,.q� '�` _},•6 ?,, � / c? ,�� �� � �5 � � - � / \ �p \ � CIVIL ENGINEER & SURVEYOR PEAK LAND CONSULTANTS, INC i � �;„. i �4� � � , ,� 1 -- � � �� VAIL, COLORADO i � � � � � � '"��tQ /� ���,p,G \ � .��� s _ ,/ ��'ry �/ �� Q T� �� �,n�o � ��`-�-�"' - - - - � � I ��0 �\ / � � ^ � � ° �� - _ � , 1 _ / �� \ �=J ��.� � � �� S<� I �� _ I I _ _ _ � , �-._,- � � -�v � Q ,�� / � � ,� `��/ �\ � �� r @ \� O i G2 �„� _ PROJECT N0: 20830_01 � � 0 �(i�� ���. 0 � / ` �� O �815F= — — ISSUE ISSUE ISSUE 3- '� v 97 � � ��>\� \ / � � �4�`� A ���` , �� ---- - i � \ `�:��c� 0 1 3 �, , \�� >� ��' \� Js$�' \ �?� � ' �� �� ¢�,� �'�q '� �� ,r � TO� OF SL�� r NO_ DATE DESCRIPTION / /,�� �_�S�,T S� ? � L p�T10N F 8,, � ��;� QD�Q / � � �� v ��v°�L'�@ � � � � � ' E 8 5'I'-Q ►/2" i I _ - — _ _ --- - - 08.25 03 DD PRICING / _ � �v�� � � � ,/ �o,o �'� r'•- � � ' � _;� - � - 09.15 03 FINAL OD � �� ,�/ / / / � ��` o �� - - -� 6---�- - / ��, / \ / � C�\ / / � e�V,9 '�` `�`�`� � i — � � _ _ � — -�- — (8156'-6") � G2 TOP pp SL�B 1 O.1 O 03 PROGRESS SET ,. ,a� / � / / 3 � S�,T�S� � I i ELEVAT►�N pppTING ° �� � �� � /���, 0 �s��'�� �`� � I = e�sa - TEP - 10.31 03 ISSUE FOR GMP � � / � �,,�� � O� S�-AB � S �� �`� / ,%�'� � ��; ' � E E��T ION I I _ — — — —I - 11.14.03 ALT FOUND. PLAN , ��r �/ �0�,\�ry�/ ��/� � 0� .� 815,' L - - _ -r — ," �( � Qj / � i /� i .� I � � �`�' _ / � �C '� /�^ ;� �/ \ / ,� I �{---- � s � P`ii v. i � � 1 __.--'�--� 1� � n� � nc n� �ce-��r rnn nnurrn � � � Q�l�js��Ov /�Q�,/j'/ 1�,� �\ / �'�� —I-_____-- -�,_v.� � � � i_w.v-r i��v� rvR �vrv�irc. v -�� �C v� k,�`�Oj� ,� ��� / `C �?� I � � 11'-O�. _ CP FOR � 6„ ��� � \\ � � � , � , _�„ �-__---- GI�lIL D�`��NGP PING �OQv�'j�/ �J ,`\�' /�\ // \\ :.�. i I 'n RE pLU TER�Rp�IN LA�G�IONS) ���G � � � / \ �� / 4� 1 - PERIME pTING (13 �- � /, � �p� / � I i O � _ B L py.� FO �� \ �\ / �/ � / / `�'�<;� � E �'� s �'L i /, � �� � / � , \ / �,:;=;. � I - 0 / � / % ,��` / - � � /�/ � //j ci / ��� I � — ��-�"� � ' _ / � ��/ �� �� � � �``�� � �� �� (815 �' � i� �/ � � r0 ���, � ; �� � i TOp pP SLP�B \� '� g- � ��� / / `� �;�, � O,, / ELEV Q'f 1bN � %��, �� ��� � � � `X � � � �,�' / �.r, / / b� � 1 j I c !'il� / �., _ _ � , � �/ / � ` � � \ / N .�;��� 6 �a, / ' � ;� p � � � � I , � -_ _ — - �O l.�l�l � ,� � f O 1�l �� ,�l�l �� �6„ < ,� ; �� `� , � _ _ _ - - - - - � i - ,�, - � �� � /�, \ - - � � �2 i8�� - i�-o° .,� � �/ � � � O I �.;� / � / _ � � - PL.4N N O T E S � � _ � �� � �515-,o��� I TOP OF SLP`B ,� / 1 1 I EL�5�T12N ������ N . •.� T / � � '� 2 � O / I. � INDIGATES PAD FOOTING. REFER TO SGHEDULE ON SHEET SOOI / ��O'� \� / /� � I I I i / '�"' FOR SIZE P.ND REINFORGIN6. i `eF�O,� �' � � 4 oI -�� i � � i � � �" �;, �� SQ T� S� , � / ��, 1 � I _ � � 2 �XX'-XX ) INDIGATES TOP OF FOOTING ELEVATION �3�i1,'9e � / � EV� `� �N� � � � I � 3. f'.LL PAD FOOTINGS INGLUDING THOSE AT STAIR p.ND EL�VATOR / � 8�r> `'� " � ' 1 1 � }J SHALL BE 3'-O" IN THIGKNE55, U.1�0. / i � 1 I �`�.� - � O �� J I GORE CR6BK DRIVE '-�„J / y I 1 _ - - - SLpB I � ... 4• GX FOR 51ZE NP. DLRE N ORG NGO SGHEDULE ON SH�ET SOOI � ��, /��/ I � � L - - - E EyO�T�O►� ° i _ K ' ' , o ����� R ��6,' � P O� �.= , 8' S,_6„ 1 _ - �- V A�L �� � � E�/pT10 , � _ � - - � '�4. 58'-6" �.�� � - _— - � i ,�,�.�; �.� o Q / � �rJ _ - i �.�' �F � � a � 0 5 1/2" I � � �G / � i � � � '� � � 1B'-O., � � �` 47 /� � I ��� �/�3 � I i 26,_�.� - _> , , �� i -�_ 6"" � �'� Vail Park & Garage -��_8 5/8" �� V8" - J g(�'- � , ' 18 at Lots P-3 & J 16 ,' � �f .� y � 4 �.� �.. 12 � . LOTS P-3 & e < GAR L _ �: � 3 FOUND � � PLAN � � ;- � , _ � ��Y 10 N � 1� /� y� �A ; N � � O �A.a� � — 'Q, ��`� aa� ��� / � 1 8 1 0„ y�W ,�9 . 7:'' x�c �� _ s..,� � €�,_ ,W� � ! VP.RI ES #6 AT 5'-O" DOY�IELS RE: PL/�N AT I'-O" 2" STONE WATERPROOFITl6 AND WP�TERPR00�11�1G AND 8" GMU � RE: ARGH PROTEGTIOI�I PROTEGTIOAI RE: SPEGI�IGP.TIONS RE. SPEGI�IGP.TIONS o���m�de�p���ie6a�ad x—x—x �=x� �—x a � FINISH SURFAGE m°0�`�m� . S��`aZ,�o��°`' � 1=111— FINISH SURFAGE � ;E�- Fp ,C��p ° ° o a a . , 111=111=11 RE P.RGF+., LANDSG.4PE RE: f�RGF+., LpNDSG.4PE m ,a - o d a ��I 1=1 — �4ND GIVIL. J ° J ° ° ° ° ���� .4T�1D GIVIL � i � -���—I�� e Q d Q I—��I- �� �� ��� ��i�i a a � �6�� GMU ���� • �: � �—���- a '����'�����'�������'�'�������� '�� �'����' '����'����'������'��'����'���� ��' '���'�' � �! 4'-O" � � RE• PLAN vaRiES vaRiES ;�� �A��',���`e�, a 5301 R� PLAN RE: PLp.T�I � � � 'ii` � o a �v���C���a`���, 0`aB094ESa69�i��, I'-6" aias�-o�� �x-3" 0 a �� - - - - - - - - - - - - � 1��� iiTi�� � � _��—b� STONE GAP i STRUGTURP.L SLAB _�� RE ARGH �t ° RE: PLi�.N FOR � ° ° ° \ ° ` a o ^ n 4 � � REINFORGEMENT / a � � ° a° °° < < ° , � ` a < ° ° I—I ° a a a ° I � < ° a d � a °° a � °o ° Qa d � ° �—�� a 6 � �a � N d a 1 e d . (y a < a a d N o a d e ° d ° an e Qe ° d e 1 d e ° ad a I -�� � p � (�)-#�i X GONTINUOUS \ ° d a oa I _ a ° G — d a e o � a a — I—II � a — e d e a Q + d a � a o a o a d o a � a a • a ° < �5 AT I'-3" HORIZONTAL � � � ° ° � ° EAGHFAGE ° ° ° ` � ° � � < 8 � � e o a a ' e ° o e a \ � d °a a � ° < ,G Q ° a _ _ _ _ _ _ _ _ _ _ � d e° a o � a Q o a Q / a Q a a d J Q � ° d a � < �- e a a a � a < �a \ ° n a d ° e ° #4 TIES .4T �'-O" � a ~ a o l \ o d � � � � d a ea � n #5 X GONTINUOUS 8 TREhIGFi DRAIN _ a � e BOT�LD BEP.M WITH < � 4'-O" � RE= GIVIL/ARGH. �p # I F�GE ATT�L EAGH ° � Q m EAGH FP.GE ERTIGAL (�)-#5 GONTINUOUS 1 ' RE: LIT•ITEL SGHEDULE O a 01�1 SOOI RE PLAN � ' a < , 6" TO�'PING SLAB �� / I'-O" I'-O" � 0 6X i AT I'-O" rT, a a a a, #5 VERTIGAL �\ �� / ° a i11 P � STONE VENEER , d , AT �'-O" < , ■+ RE.ARGH a , a RIGID ItVSUL?.TIOtV ° ��_p�� \ � 5)-�5X v � � 0 °e a #7 x AT 6" ��-��� EAGH L�IAY � a a a � a a J N < _, Q.`� ` a� � _ � a V� p Q�X e �x�x � x - d aa d ��`�� ISOLATI01�1 JOINT � � � Q"m " � a o � � ` ° a a SLAB ON GRADE � e � � �� a o �' � a RE PLI�N a e � a Q � � �O ° � `a ° a, y� VARI�S o - � a _ , � — � ° - � ° a ° ° ° RE: PLAN O ° ` - �Y''� o ° e ° d � - " " p e a d � 4 ° � a d' _ _ d � a a o a a a � r d a o - a a EMBED G12X20 7 °< ° . , � � a - ° < � ` #5 X - � Q ,e a a o ?.T 2'-O" RE:PLAN FOR W�TERPROOFING ° GONTINUOUS WITH aa a a o GMU BEYOND p.1�1D PROTEGTIOT�I ° I/2"cD H�S. AT < , � , a p ° xe-,�-x a W 4'-O" (TYPIGP.L) REINFORGING - _ 4'-O" 9 a - BO/�R�, RE:?� G AND SPEGIFIGATIONS ° e ��I- Q VAR I E5 ° VAR I ES � � �8�-�I X GONTINUO �~ RE: PL?.N _ RE: SIOI FOR SLAB °a a � RE PLAN a a a R�= PLAN O �� �� r �� I � REINFORGING a , ° ° ° < , n I I� INFORMikTION , a , a a a e a o a d 8 Q a e W 3/4" = I'-O" p a W yy AA d 9 0 ° o d d $ d °a n Z� e a d � a o a Ge a e y � � 4 a a o �� a a a / // 1 a a � d � � ° a a �a d � �1� Q e a a � ° a o � � o � � e ° 0 4 0 �.% j Q � p Q Q � a ° ° a , a o �7-� a d d o � a Q db� e O � � Q �� ° a a o a Q O e � a e d — a a o e a a a = o — (.p1 'd v ' a a ad a,. a ' q �V e a a_d Q ao a d � ' � 4 _ � � � a° ' a a e <a a a �N a a e a a o d Q a��°� a � d ' � ° o �a ° 'a � e ° / / �\ e � o a a ^ Q � � � � 8 � e a / \\ a a a a ^i a a RE:PLANS FOR � � �L REINFORGING � RE PLAN aND SGHEDULE RE SGHEDULE ON SOOI FOR �RE: LINTEL SGHEDULE . . � � FOOTING REINFORGING BOND BEP.M WITFI I � (2)-#5 GONTINUOUS 1 � Orl 5001 a Q d RE: PLAhI � �� � �� � � r �� � / RE. PLAN a ° I �\ , a 3/4" = I'-O" DROP PANEL 10" 10" ° 8185'-O" 06 � MET?�L HP.T�IDRP.IL �5 VERTIGP.L RE PLp.N (4)-�5X �IIIII a ° RE �RGH ��_��� .4T 2'-O" _ _ EAGH WaY =1I < e �� _ RIGID INSULATION RE ARGH (Z)_#q X GpNTINU0U5 � - - � - STONE Gis.P � � 6" GONGRETE TOPPING � , a Ol'YNER DEVELOPER RE 1�RGH RE. PLAN a - IIIIII � VAIL RESORTS a �—�� ° °° #, AT 6'—�" DEVELOPMENT ii < < 1 1a a a o � Z • (2)-#5 GONTINUOUS < a a ° _ �4 TIES AT 2'-O" Q e 6 Qo aa Qoa � e� a �o�� �o a DOWEL AT I�-6�� C 0 M PANY � - (4J-#5X a , a a a ;��;;.-;,;;�X���v;fi;`;;°r`y;5;,x';��Fri;=z ' �5 X GONTINUDUS ° uj O EAGH iNAY a AVON, COLORADO STONE �/ENEER � WATERSTOP �,�,.�a���s+,..«,f��..�,%�¢.,.�,�__�-�,,��,� � HORIZONTAL EAGH ^° e (Y ^ RE A�RGH. e a FAGE i4T S" < N � GMU BEYOND VARIES �GONTINUOUS) ° VARIES ° a u„� �5 X (TYPIG?.L) RE: PLAN O a a „ J� #6 X 4'-O" P.T I'-O" ^ a < � � ° (� Q � ° � P.T 2'-O" � RE PLAN ° ° RE: f'LP.T�I _ /� a a a � a � v rQA � Q\ 4.-0" ARCHITECT a Q ° ///{����, 42�40 V a < e � �W a / 1 � d \ � d 0 � �# O O a a � a � � a � a ARC H ITECTU RE - o� < o a � o _ O 0 a , n c - o e - a d a ' u, �° a a aad a d O o d a ao a do a d a O e a ° STRUGTURP.L SLP.B a, 0 4 a°° o < _ � q a e - ° �� q d ° < _ e � I IL=1I�IIF--III-11L=11�1I- ° RE= PL/�N < Q o 0 Denver, COIOY'e�d0 ' =III=III-III-III-III=III� .� e ° a ° ° ° ° ° ° o o a a o a ° ° ° STRUCTUx,nL ENGINEER ��—��~III=T�III III=II � 8 RE. SIOIA FOR SLAB � ° ° a a Z MONROE & NEI4ELL ENGINEERS. INC � -III-III-III-I II- a ° ° _ a a Q n AVON, COLORADO =1 I I-1 I L- I I 1=1 I , REIT�I�ORGIriG (b)-#G X GONTINUOUS a a ° o a < o /� �� a' � QJ, a <� MEP ENGINEERS L '7X4X1/2 GONT. _ —III�II—III r d o � ° d� � < e e a G.�ST IN PLAGE GONGRETE < a d F- W I TH (�)-3/4°� -T�=���_���—�� e a v ABS CONSULTANTS� 1NC �I I-I I I�I I-I I I � WALL. RE; PLAN a � � � W DENVER. COLORADO � HA.S X 6" AT 2'-O" -�i�lll=11 � ° ° ° � ''�I1-111:q: RE= I/5201 FOR PERIMETER #5 VERTIGAL � \ � � � � � � LANDSCAPE ARCHITECT ��. a a WALL REINFORGING p.-r ��-p° BOND BEP.M WITFF � �--RE: LIT.ITEL SGHEDULE q WENK ASSOCIATES RE IARG�LATI01�1 b e a RE 510� FOR SLAB 1 � ON 5001 � a #7 RT 9" VERTIGAL & (2)-#5 GONTINUOUS DENVER, COLORADO REINFORGING � �� / RE PLAN . , ° EAGH FAGE, TYPIGAL SHERRY DORWARD IIVFORMATION � � aa VA1L� COLORADO \ / - e �5 i4T G" HORIZOT�ITAL CIVIL ENGINEER & SURVEYOR ° EAGH FAGE, TYPIGAL PEAK LAND CONSULTANTS, INC VAIL, COLORADO RE GOLUMN IIIII ° a �� �j � � �� � � � � #5 DOWELS SGF+EDULE I-11 'a 3/4" = I'-O" 3/4" = I'-O' pT �'-�'1 I/2" ISOLA.TION JOINT - _ RE=GOLUMN SLAB ON GRADE �HEDULE �5X6'-O" RE:PLP.1�l FOR ALL GONGRETE GOLUMN PROJECT NO: 20830.01 AT I'-6" RE. PLAN �OOTII�IG REINFORGINC� — o WATERSTOP ISSUE ISSUE ISSUE RE: PLAN - ° T PPITl6 P ,aN I—I� a �GONTINUOUS) N0. DATE DESCRIPTION FOAM FILL � 6 O 6 o p � d R� L I/2" ISOLP.TION JOINT -III � , _ ° 08 25 03 DD PRICING SLA�B o < (2)-#5 HORIZOI�iTP.L x a x� < I/2" 150LP.TION JOINT > ��xs x ° ° GONTINUOUS ° ° °< a � 5L1�.B ON GRADE a — 09.15.03 FINAL DD I ° ° ° DOWELS X 6'-O" TO _ RE. PLAN VARIES � SLAB ON GRADE VARIES _ -� li�� a , , ��il� MaTGFi ONE-HP.L� , ° d a a� , ° � , PROV DEL90,°STD HOOK -O' RE= PLP.N - IO.lO.O3 PROGRESS SET x a x—x,—x—x—�—x�x=x° a a— �xa—x—x=s—x—x ax=x • �P��x ° a , a a a � a a ° RE PLA1�l a � a a 10.31.03 ISSUE FOR GMP a ° d a � � ° o Q � a o a � � — a e a 4 � o a „ a d a a ° e a a a a a a 11.14.03 ALT FOUND. PLAN < ° a a a a � a, d O d d Q a G Q " y a a ^ o ° a 4a A � a e ° e aa ���x�x� 7�T%OQ ln ° a`��� x��x x � $ a a o l o a a a 9 W e � � � � od � ° ° � � ° ° � � � ° ° ° � °° � d a � ° � ° � � d — — —a—e�RE: PLAN � 01 1.06.04 ISSUE FOR CONSTR. - ° - < a , o - a ° < ° - a o , ° ° ° - "� a � < RE= SGHEDULE -�I I I I� I '� � Jjj�l—jjj�1= v — - - a a a � a a a a �° � � a o a � � a e o �� ��- , �° � �—���—���—���— > a q e � a� d < e ° a d a a a a � ��4 a Q°a A Qa � d Q � o � a y d I � ° o d °° a a° o m a a ° < � a d n � ° a a n o a ° a Q °• , ° � , � o-° ° � - RE; 6ENER.4L NOTES ° ° a , a m (8)-/�DDITIONP.L � a ° � < ° < P ° a , a < W �"1 X 6'-O" DOWEL AT ° o ° a , d a o d � a a a o J d � ° < �° ° a FOR LP.P LENGTFfS a ° < , e , a . ^a a , � I'-6" AT GEl�1TER OF YJALL < � a J aao n d a a a a o Q o e ° $ d a o �8�'-O" /�ROUN� � ° � ° m m� a a 4' °d np a a � a ° bd °d Q < � ��e. ° a ' � Q e ° Q a a tl °° a <a a o d o SUMP PIT. C4 EAGFI '° a a ° a a a d ° ° a e ° ' = n J ° e < W a o a o , a WAY EAGH FAGE e a a a o d. a a = d � ,a , I aa Q a GOT�IGRETE SLAB < � a o OF PIT � a° ,° , ° ° ° ° a a a , , � n ° " ° ��,�` a n `` RE PL�.N FOR °° ° ° a ° RE: PLAT�I �OR a , a , a X a a a o � v d a V7 SLAB REINFORGINC� d a a ° REII�IFORGING a � ° a ° 4� 2'-O"X2'-O"X2'-O" a e �� a� � � ° d a n a ° � ° a �� � ° �" a a � � �}- a ° e .e a 4 ° a d a a a a d o a < o � � ° ° ° ° ° T�III- � a° a DEEP SUMP PIT, , ` ° � ° III-111 � � ° 8 � � a ` � ° ' Q < � �_'� ° a� � ° Z RE. PLAN , ° ° < � ° a ° a ` 1=111�jj � a < , o RE:ARGH ° a ° � JJ��11=11 ° a o ° ° �' a a ° Q �`I a °° ° � a I I-I I < < C5)- 10� ° ° d I�I I�� ° � < ° a ° ' °` Q ° =1I� < < a , a e a Y e a � a a Q a a , ° a o � # I_ °° a a ° �l� 1 � a a d � a a < a a � � a Q� ° � a e �' STONE GAP < , ° a ° ^ $ �� • Q � a a X GONTI NUOUS ° a Q a ° e I I—I I i a° < ° a °° a W TOP AhID BOTTOM GOLUM1�l DROP PP�NEL BEYOND, I-I II� < � a ° =111- • a < , ° a ° ` W a° � , ; ° a/ RE: ARGH. a O i RE PLAT( -1II�-- a < a o o � �, a � a ° < II I�' ' a ^ — — — — — — — � 1-11 4— — < — a v � II_II ad v a ° a g a a �������� ° ° e a a d Q �� a o� a -��� � e ° o , GONGRETE GOLUMN ���� a ` a a �� ° a a - - - - - - - - - - - - - - I-I I #6 X 4'-O" RE• PLAN iT�= ° a • ° ° ° < <, , , ° a ��i -I I I I 1=1 I1=1I�I =1 L=1 I=111=1 I1=1I�i I1=1 I 1=1 I I-TIJ I1=1I�I I 1= I�I_ITI�I 1=1I�I 1=1 I 1=1I I-I I 1=� =1 I 1=1 I 1=1 I L=1 I I-I I 1=1 I-TL=1 I1= � ° I �I-I I I ° a ` a° < a � ° � I�I I� 1=1 �I I1=1I 1=1 1=1I 1=1 I 1=1 I 1=1 I 1=1I 1=I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1I�I I1=1 I I I I I I 1=1 I 1=1I 1=1 I 1=1 I 1=1 I 1=1TI=1 I� 1=1I I�I 1=1 I I�I�=1 I I�I 1=1I I�I RE PLAN � STONE VENEER a ° •�T I'-O" ��� ° e a , ° ° a a e � II II 3" GLR RE. SGHEDULE ' " RE• ARGH. ° II-II � ° � e • ° � 0 8 ° ° a II-II � m m a I�" GP�ST IN PL�GE �I�I < _�_ a L� C a ° ° d d a o d � ° � ��� #6 AT I��On a GONGRETE Wi�LL I I�II� � d a � ° a < a II-II� �° � �� � � f �1�1 � -���— a � a . , a° a a o ° m a e ����;�= �� �� � �l�l 2 �� � � I �l�l 1 #6 HORIZONTAL AT I'-O" a < < II—II ° ° ° ° ��— l CREBK DRIyB� Q° EAGhI FAG� 3/4" = I'-O" �I II I II-- ° a a a e � a � a °�a a q a o aa a a ���� 3/4' = I'-O" 3/4" = I'-O" �0 RE ° RIGID INSULp.TION I � IFllill Ro a A Fi �_��� _ ��� o RE RG . ° 6" GONGRETE TOPPING =���_ �6 AT I' O" �� #6 X 4'-O" AT I'-O" °a RE PLAN I I��I��I�I I I�II I I I�I I I I IT�I I I I�I I F�I���I�ITI 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 ITI I I I I I I I�I I�ITI I I I�i��I I�' V A��' o < a , , Q Q � � < ° _ (I)-�4 GONTINUOUS 6" GONGRETE GURB ul ° a a „ , a � � , 6" GOT�IGRETE �� � � f �� � '� �C� ° �- � - � � �4X 8"� AT 2'-O" TOPPING SL.4B � �� Q a 3/4" = I'-O" a < �'-O�� W W.F. � e a, . Wi�TERPROOFIN6 ° 4 8 0 � o e o ° a � ��_ FOP.M FILL Vail Park & Garage 11=111�11 a a — ��—�����— ,��—��i T o at Lots P-3 & J a _�- ° I�II °-x< x —x=x e ° ° n a < = STRUG7URAL SLAB - II-III-III-III-111-111=111- RE PLAN ��III��111-111-111-111�11=1 111=111-111=111-11 L= RE. SIOIP. FOR SLp.B -Ill=lll=—lll— — _ �IHII- II1=1I- - ��R��1��PLN�.'GE GONGRETE . L 'iX4Xl/� GONT. ___I11=111=111 � WITH (�)-3/4"m -111i�I IIJII�II� � e o W�LL. RE, PLP.N T a v d L HAS. X ��� �T 2i_Ou lill' ��—I�� -µ 4 a � �d '-111,-111 �, a RE I/5201 FOR PERIMETER ° °° � �a ° , a a e , RIGID INSULATION � �LL REINFORGING ° ° < ° ° ° e o a a e Q e d e a ° a a a d RE: ARGIi ,,,' ° < a a a Q a a SECTIONS �o �� �� I O I `l I � RE N P ANE _- �� � � r �� � STRUGTURAL SLAB N 3/4" = I'-O" � N 1 N_ 3/4" = I'-O" � n % �i As sxowN 0 aa� %�i =�o 3 � PRE�ABRIGATED - RE:PLAN TRENGH DR<'.IN RE: PLAN FOR R�= s�.RGH / GIVIL VERTIGAL METAL REINFORGINC-� R''`�L�NG —6" GONGRETE DOWELS TO MATGH RE ARGH. `g@BDS@aPd��p�e VERTIGALS WITH °° ° GONGRETE SL.4B TOPPING SL�B �0`9 pNALD �`�'�,� - �✓TANDARD HOOK O a RE:PLAN FOR eo ��e"°T�"'�, s3•�;,� , a , a REINFORGING STONE GAP INSULATIOhI / SNOI^IMELT 0� �e°y� �' _ a e , RE P.RGH SYSTEM, RE: ARGH. ° �• �O ;��°' 8" GMU WALL ° �e� ` 0 � i w 3S '�� a d ° ° e a a �� °w N �u: a �:• STRUGTURAL SL.4B � a ' ° � , e , a �' �3 � �7 R� PLAN W �� e °O d 6 a - i a l a °ln° < �-7t 1I a X�1t�1� p' �F ���+��9 G e a Wn/ o e d a � �OB � � � e d � w� � lL d ° O O O B�OBQ�@dQ:g'��d�� � Q � o a d z�/ � � a \ � � ° d "l L—� � � % Q o o � � ��(J —� l a a J } o 0 a a ° o n �- a d a d � �d e d � a o d a _ d ° a e d d d° . d n o e d o � W � o � � � v Q d O ° a ° a e o a a o � a d o e o d ° ° ° a ° a a d DRO�' P�kNEL � � ° � � R�: 5102A FOR #5 STIRRUPS RE PLAN d � Q ° ° a e e° a a e d � °� o � °� n a e SLAB REINFORGING AT 8" IN DROP PANEL � ° ° � � ° a � a o _ < ' (4)-�4 TIES AT 4" ° IN TOP OF GOLUMNS a ° `�� � � � O I\� � , 12" GONGRETE RE: 5101 FOR SLAB � v �� 3/4" = I'-O" GONGRETE GOLUMN ►^�LL REINFORGING - 4'-O" INFORMATION � � R� PLAN AND SGHEDULE ° #bX O ,4T I'-6" FOR SIZE AND REINFORGING e � � � �O" GONGRETE � � �� � � t �,� I � � STRUGTUR�.L SL.4B ( ` ) � I�I d � � 6" SLAB ° a �� � � r �� j TRENGH DRAIN, ON GR/�DE 3/4" = I'-O" RE•ARGF+✓GIVIL ° � � 3'-O" STONE VENEER 3/4° = I'-O" � � �5 X GONTINUOUS #5 X � AT I'-b" RE:RRGH EAGH SIDE OF DRAIN � � - � � °� ° ° � - �- � x—x—x—x a x—xo—x—x � �a 4 a � o' � - -'i1-11-` °� � � � 11=1i'- 6" TOPPING PREF?.BRIGATED _ � '��III�� < � �--Q--� � "a II�'T GONGRETF GOLUMhI SLAB TRENGH DRAIN �_ _ - - �II-III_ a II�II� � RE=PLAN AND SGHEDULE RE: ARGH. / GIVIL -__ -I I_,i I I ° ° , o a I I�,I I� = I NSULATI ON/ - - _- , _ POR SIZ� aND �I - a III�I REINFORGING SNOWMELT - I�II < Ill�l -I I I�I�I I L=1 -I I-I I�I I I�I I� RE: ARGH. -_- � '�=1 I I I I 1= I�I I-�''" O LINE OF TRENGH #5 AT I'-6" � ^ a < a < � a � x—_�— o ° d o a l ' BEYO1�lD � ° e a a d - � �d � a a e BENT REINFORGING BAR ° � a �� a ° < ° ° �i TO MATGH SLAB < ° a � a ° � � �� �� � �� � � REINFORGING ° ° < n a o e aa o 3/4° = I'-O" a GONGRETE 5L/�B ° ° °° � ° � � a a 9 0 � � a RE•i�LAN FOR " < °� ° ° 10" GONGRETE Q s ° • g REINFORGING a a - e � e RER PLP.�L SLAB �� SLAB REINF�ORGMENT C2)-�8 X GONTINUOUS ° �� � a � � ° ° ° ° � � STANDARD 1-IOOK , � a a ° " RE: 5102 FOR SLAB � a � 10" GONGRETE R�INFORGING � W ° , a Qo a a - STRUGTURP.L INFORMATIDN � _ _ SLAB o a r—_ —�-- Z ° d e ' `� o � � I' a n `l � d °� ° �e � � � � o � J ae a ° e � G a ° d I ° a a � ° ° ° W ° , e ° #4 STI RRUPS �� � � r �� � a < a a a .4T 1'-O" ° I a " d a a 3/4" = I'_D" `° ° °a DROP P�NEL <�, o � #b DOY�IELS O� #5 STIRRUPS WITH RE�PLAN � ° ° °° aa a AT i�-o�� ST.4NDARD �10� HOOKS OWNER/DEVELOPER W ° a 5'-O" AT 8" IN DROP PANEL (4)-s�4 TIES 1'.T 4" VAIL RESORTS � ^ a e , a , IN TOP OF GOLUMNS ��NT.TRUGTION R DO�LS X 6'-O" > � ° a DEVELOPMENT a� a ao ° < � ? GONGRETE GOLUMN 8" G01�lGRETE COMPANY ° a a , e � - R� PL/�1�1 AND SGHEDULE SLP.B ON GRADE AVON, COLORADO o � , - o � a o (3)-#8 X GONTINUOUS �� �� I �� `� � ARCHITECT GONGTRUGTIOT�I JOINT ° ° ° ° � � °� � 42�40 3/4" = I'-O" �,_o„ OPTIONAL da ° ° ° ° a ° ° ° ° ARC H ITECTU RE °� a e n a 0 oa d e a e a �� � � � O� � � _ IL-T�I�IIF =11 111=111=11 Denver, Colorado I=I I I=I I 1=I I I=TT 1=I I I=I I I=I I I=I I II ° a � STRUCTURAL ENGINEER ~ 3/4' = I'-O" ��li g o � MONROE & NEWELL ENGINEERS, INC a AVON. COLORADO RE: SEGTION I/5201 #5 skT I'-6" X MEP ENGINEERS - ` ° �OR .4DDITIONAL EAGH 1NAY � �DENVERUCO ORADO C INFORMATION " �0 LANDSCAPE ARCHITECT I-1 I�I i I-I I � wENK ASSOCIaTES a o o a �I�I I I-I I� N DENVER,BCOLORADO _= i�i SHERRY DORWARD VAIL, COLORADO a °a �x—x�x—x �I I� ° ° CIVIL ENGINEER & SURVEYOR #4 TIES AT I'-O�� GONGRETE GOLUMN o � ° ° a � a , e a PEAK LAND CONSULTANTS, INC RE.PLP.N AT�1D SGHEDULE - - - , Q ° T�T-� i r � a„ a a VAIL, coLOxnno �—���—���—�—� a d � � ° e e a G a a d �5)-�8 X GONTINUOUS °° a °° d a a RIGID INSULATION a ° o e RE.PLAN FOR , < RE= ARGH. SLAB REINFORGMET�IT IN BE<'.M, TOP 4 ° m , , p.ND BOTTOM � , a e a � ° ° ` PROJECT N0: 20830.01 � a a � ° Q � ` 14" GONGRETE ISSUE ISSUE ISSUE a e a ^ , < � ° e a � ° 5�.48 N0. DATE DESCRIPTION BENT REINFORGING B�4RS ° o � � ° a _ e � � ° 0825.03 DD PRICING z , aQ TO M.4TGFi SLAB 0 a a ° ° ° a ° < a a a a REINFORGINC� m ° e° a a°a a , ° RE: SIOI FOR - O9.1S.O3 FINAL DD � � ° ` °° ° ` ° < °° ° SLAB REINFORGING 10.10.03 PROGRESS SET a d Q ° < �- o � ° � � ° ^ ° ° ° ° a a IZ" GONGRETE Wf�LL 0 o a a ' � � � ° ° d ^ d a a ° � N ° °° ° a< a a, RE.PLAN FOR SLAB ° � � ` a ° � ` < ° e - 1�.31.03 ISSUE FOR GMP ° ° ° REINFORGING ° < a � ° ° ' ° ° 11.14.03 ALT FOUND. PLAN < Q n d e - — ° Q d �—� � ° a o d e a � a a O p a ��� ° d � °� ^ ° � ° SEGTION 311I II� , � ad �' ° n °.a Z - =1l=1 i.. ihi�� c�r-f.,nSivrv ° U1 1.Ub.U4 ISSUt hUt� �UN51ht. W ^ a , ° a � < JOINT M.4TERI.4L 1^IRAP e � . ` n� ° ° < a , a o < � AROUND PIPE a a } � -- -�-�---r-- --;---- ---aa--a---- - a � ° O SHIFT BOTTOM LikTERP�L PIPE O� � � a a ° °e $ <a � d " UP INFORGING SYS�M E RE:PL�N o a , e a a o GONGRETE �� � � f �� � ° ° � , < BEAM � 5104 AND GI�/IL ° � < ° ° a ° a ° BEYOND - DRAWINGS FOR 3/4° = 1'-O" a � , LOGATIONS #5 STI RFZUPS AT 8" �� � � � �� � I AI L�P_G�P PAAIEL 3/4" = I'_O" (4)-tt4 TIES AT 4" IN TOP OF GOLUMN �1 DOWELS X 10'-O" GONSTRUGTION AT I'-6" JOI NT GONGRETE GOLUMN 6" GONGRETE RE•PL?.N AND SGHEDULE TOPPING SLA�B RE� PLAN FOR SLAB REINFORGEMENT 6" GONGRETE INSULATION / SNOI^IMELT SLAB ON 6RADE RE� ARGH � I #5 p.T I'-6" �5 AT I'-6" " �� � � � �I\I 1 Z EAGFi WAY EAGH Wi�.Y .4 3�'4� = ��-O�� a o � � '-� o ORE CREEK DRIVg �2)-�6 GONT. TOP ` < , ° o Z G r/�` o a a a a � �/�, d ° a � a � a a RO e a ° t Q� � < , , � < a , VARIES VA L �2)-#6 GONT. TOP � � � ° ° � � � � � � ° 1T = ° ° ° �J Q G� w i=i i�—� � q l3 � a a �I > �o Q ° I I o Qa � Q a ° 2 � a a o � � �� a #4 STIRRUPS Q , ° a a , a ° a a ?�T I'-O" � ° p' a a a 1 a ! a #b DOWELS Vail Park & Garage - a < AT I'-O" X Q 14" GONGRETE at Lots P-3 & J a e SLAB Z a _ a o �° ° < 4'-O" 4 _ � ° � a a Qa o O � ° < C3)-#8 X GONTINUOUS ° a RE: 5107 FOR - � a , SL/�B REINFORGINC� , 12" GONGRETE W.4LL `° LOTS P-3 & J ��_o�� a a a� GONSTRUGTION a JOINT OPTIONAL � - a � SECTIONS a .3 _ p N O N � � N _ n m �� C � f Ol�l 8 �� C � I 01�1 � - ��� 3/4' = I'-O" 3/4' = I'-O" AS SHOWN i�z =�o � ! 4'-O" RE: LANDSGP.PE RE PLAN O #6 AT I'-O" X ! d' yg^�36�ieG�i998gg�9 a�� �":� °�'�, #8 VERTIGALS a , ° �, ° a n� Q.° . �E ��'S'�`�� AT 4'-O" � :—�f��t��x�:— a - _ � '�Q'� � ''•��? o d a a d y b (�)-�5 X GONTINUOUS TOP , DOWELS TO MATGH � ad ° 9 a � a ° � < ° o O =�• QJ�, ' I I�I�I I�I I 1=1 I� �a III-111-111-1.�� VERTIGALS „ � � ° II�I�I—I�IIF_�' 8 GMU WALL 2 � � a ° sc7��� �����' q III�II—III—II ' � �'�U�V�VQ����� • B� STONE VENEER ° a ������Ti 3�� a mt�of3� OF_G'_��-o��A�` RE� aRGH AND a I I�I k #b AT I'-O" EP.GFi 6� �'i LP.NDSGAPE ° °'aasg3ca;��'� Tr GONGRETE SLP�B (4)-ADDITIONAL #6 W�Y TYPIGAL � t _ O� , ��(, .� a OTl GR.4DE HORIZOT�ITP.L AT TOP ° T � °< OF WALL (2 EAGH a #b AT 6" EAGH � ° ° W.W.F, RE: PLAN �AGE). LJAY BOTTOM a � d a Q a i I� a e a �-� < a �r7 PtT I'-4" 1I��II-a-1I�s—X—d 7e—7� 7I=X�II 7a=7I�-7t � ° � #b AT I'-O" EAGH HORIZOT�ITAL � a ° o ° a WPaY� E/�GH F�GE 0 � ` a :O:000°°0: « ° � B � :oo.°°O:oa ° < ° e a� ln .Oo9>4.�`Oo°:° � a a o� o o � , Z„ GLR. W , Oo.e4.d°Oo.o� TYPIGAL iir_1ii�l�r�o ° < °•c,ir�l�nriii ° 0 :�.��-�T-rr-���-� . , a �5 AT I'-O" X � I I�I 1=1I I� I-I��A o, .• o, o, o, o e < III-III�I�����I,O .0.Oa e 0:Oa o 0:�o o °Oo 0 0:Oo g.•0������111=111=111 a E Q '—III-��.�.°009>4.�1.°oo9,Q��oo�o4.d°oo. ��°0o9,0�il�lll-' � '—I I�I I I�I F_i I�I I I=ff I�I I—I f�l I I_`l I H I F i�Rr-i�����_ � F a a a '-I I�I I H I I-I I 1=1 I�I I I-1�1 I H I 1=1 I H I I- =1 I�I I Hl� Z a �—���—���—���—���—������—������—���—���—�� ���—���— � ��—�n � F , < 3)-#5X GOT�ITINUOUS I'-O" I'-8" � � 4„ aP 8„ �� �� I OI � � �� � � � �I `� I a a 3/4" = I'-O" 3/4" = I'-O" � � a a a e � v a� ° a e - J ° d d a o � O � a a a ' I�_Ou a a e d � < � d T � � o a e a v a � O � I ' #6 ?�T I'-O" X � (5)-#5 X �5 AT I'-O" TOP STONE �fENEER RE. SEGTION ° - � GONTINUOUS RE:ARGH a - � � � � I �I � � a I'-O" - � __ _ ° 6" VI1�lYL Wis.TERSTOP - 3/4" = I'-O" � a , X GO1�ITINUOUS _ I � d � EMBEDDED IN � I a GONGRETE 1NP.LL ° a SLAB/WALL � VERTIGAL ° RE:PLAN `}�� ° #8 AT I'-O" E1�GH � WP.TERPROOFING I a a WP�Y, TOP AND (� ° BOTTOM • • d � d � —III-1— °�� a a � A—o — I I=1 I I=I I I� I I ��! � � a e �f I I I I�� � ��� � �—� � �—�—� � p'� � �n '� � � � � �1 a e III-11 �—� � � � � ,,,� aa ° � � � � � � � � � � � —I I I—I—� I 3`'.°= , a � o p d o < O � � �` 3/4"cV ST?.INLESS a ° ' � �—� � �- �"� < a � -' ' '—' ' STEEL H/�.S AT �'-O" ° � ° < n � GONTINUOUS L'1X4X3/8 3.�'�� '° °°o•:oa ° o-;oo.°°o•:o•°. e a ��� • �Oo°.O�OOo°e���0o°O�OOo°eQ�C � (�J-#5 X GONTINUOUS TOP a �; � �O °.0�v� 0 0�v� o fJ��G o,0 C � ODo �Oo �Ooo� ����������_��� _������_������=���_���-�����1���������_ � a e 111=111=111=11� RIDGID INSULP.TION W a I L=1 I H�I I- 1=1 I1=1 I I-I I1=1 I I-I I 1=1 I�I I 1=1 I I-I I I�I 1=1 I1=1 I � I I���I I I I���� RE:ARGH } STO1�lE VENE�R , I I I�I L= FZE P.RGH <d I��Tk ° � ,~ T`r'PIC,4L SNELF ,4NC�LE DET,41L �� C � � 01�1 2 3/4" = I'-O" aa° a � � � � ( �� � 014rNER/DEVELOPER a 4 � � � VAIL RESORTS a a d a e < � �5 .4T I'-4" I I/2"=I'-O" ` DEVELOPMENT ° ` ° COMPANY GONGRETE � �5 �.T I'-O" � Sr�iRS ont � ° AVON, COLORADO � GRADE ° ` a Z � a �5 AT I'-O" � ° ARCHITECT d e ° 3�—��� M?.XIMUM �i ° ° STEP Ii�l TOP OF x—x ex—x—s-x e ad (2)-�5 X GONTIUOUS 42�40 ' ry� a FOOTING _ _ ° < TOP P.N� BOTTOM a o �i,—,,,_,��„= a �, ARC H ITECTU RE , � , i=Ti�n—n i=i i ° e w a � Denver, Colorado < s�-o° a Q a n ° � STRUCTURAL ENGINEER ' a o � Q ° MONROE & NEWELL ENGINEERS, INC ° ,a ° < � #5 �T I'-O" X � o I/�" ISOLATION aa _ _ AVON, COLORADO � , °a a - - ° ° JOINT MATERIAL n a ° a a� ° MEP ENGINEERS ABS CONSULTANTS, INC RE PLAN < ° DENVER, CoLORADO , ' ° �x�x a x=x—a ° � ° � <° LANDSCAPE ARCHITECT (�j)_#rj X S�� I'-O° I�-S�� � � �a ENVER, COLORADO GONT I NUOUS & o e SHERRY DORWARD a ° a ° , VA1L, COLORADO < � ° ° � ° ° a CIVIL ENGINEER & SURVEYOR a � ' � ° ° °a Q a a� PEAK LA A1LC CO OLRADO ' INC aa o a a d e a o Qa Q a 4 e da a da ° ° o e � a e d � � � � f �l�l 8 �ooT�xG � � o � a a a a RE: PLaN e ° a � ` � ° PROJECT N0: 20830.01 3/4" = I'-O' A � a , ° e n a a a RE• PLAN AND � � � � ° ` °d a a �SSUE ISSUE ISSUE SGHEDULE FOR ° ° a aa ; < , N0. DATE DESCRIPTION REINFORGING ° °< ° ° �, a - 08.25.03 DD PRICING a a � o a a a d a a � a e , - 09.15.03 FINAL DD ������ - 10.10.03 PROGRESS SET - 10.31.03 ISSUE FOR GMP a — 11.14 03 ALT FOUND PLAN a� �� � � r �� � 01 1.06 04 ISSUE FOR CONSTR. a p I a 3/4" = I'-O" ° GOI�IGRETE ° STf�I RS � a a � a a a Q a ° ae 8�� ��� a o d � a - I�I�lu�lll I a RE L/�NDSGAPE —- �I I _ a , < < a° e Q ° a e J I L=1 e� #5 AT I'-O" - I��� �5 AT I'-4" HORIZONTAL a° ° VERTIGAL I I I I�I I I I-I I I� g #5 �•T I'-O" � �I I 1=1I1=I I I ° a ° HORI ZONTAL d o I�T��f��T s�5 A T 6" �/E R T I G A L g � I�i����� , iii=iii= � a � a ° I=II�I � #6 X 6'-O" DOWELS a STONE VENEER I I� , a e o AT 1'-O" I/2" ISOLATION ^ � a � .1011�1T a a < a �p�g CRE�K DRIVg� e e , a (��/ a ° d x�j�x�i�x <a � X �ydx�r�x�'x ° � � " ' ba RO _� � - S < � o a o a a ° a a � ° e a �I II I Illl I11 a 11��1=W= V A�L �a e a od �—��� �{—�� O e 4 ° Q � � � a Q�° a a ° ,° RE. PLAN � �60 a° ae ssrj AT I'-O" ° � 4�Q < j a "a '� 4'1 � ° �d o d Z d a Q a a Q d e � 9 d 4 4 p ° � Vail Park & Garage a a a e a o a a o a a d a � ae a a at Lots P-3 & J O a a G d ° a ° a m ° ° ° � g e ° a e ° v . Q o a a a a 9 Qa d Q � a 0 < , d d a � � d � a� � �� � �D�T�NG a ' ° ° a a ° a � ° o n . u e Qo Q a Q a � o a o a a a a4a a a a � d d � e d da a Q a d < � a ° o 0 a a a a � ° RE= PLAN a � e ° a < � _� a � d � �O Q° a � a� a a a e � ° o � ° a d � _ ° e e° a n o < d � a a � a e a a e aa � a a d o p a o a � � a o —3 & J a Q o a a e d a 4 a a a a Q a °Qa a d a e a a RE PL?.N AT�1D e o o aa e a SCiHEDULE FOR a< a REINFORGING ° a° < o Q d da e n a � a C5)-#5 X 8" I'-O" VARIES I'-O" 2'-8" ° - _ �►�T��►��� ���_�-�� SECTIONS �-���_�� ; 3 � 0 o _ � - � � � � f �1�1 � � � 203 m__ 3,4�� _ ��-o� �� � � f �l�l � � a a� 3/4" = I'-O�� AS SHOWN %�z i�o . _.� � � - - I RE=DARGH L�IxG P 1 P 2 P 3 P 4 P 5 e eq` 5 39�1996060p�ea BOND BEAM WITH #5 DOWELS �°+ C� �`'� �'°4 �5 X GONTINUOUS PP.VERS, RE:P.RGH AT 4'-O" I�'-5" 3'-q" 7'-I1" 6'-4" .,� ' °Q�'' ��<"'������'o STONE GAP � � � � o � v � tr RE ARGH. �5 DOWELS AT 2'-O" 8" GMU � � � � � � J � s � � GROUTED 50LID r�'°: � ��r STONE V�NE�R STONE F'AVERS °,�,� � RE• ARGH RE ARGH i i i i i d+, �e'�. 'r `q, l��rp �C�,� ;= SLP.B ON 6RADE ° o a °o , o �'�'s�,,C����°"'�°°' � 8" GMU GROUT , � RE. PLAN II I—II—II o � � ��'�moaO�m�C�`����� RP.DE ELOW � ��TII III • �II I I�' i i i i i - d ����ia� i� _T�i� P A - - - - - - -- - - - }� (� � �- 0(o �" � - I � Q � � , �< < , o � ' _��iii � �� ii�i � ■ � ii—n i '— — �i �n_ � Ti�Ti= _i i i i i i� N ■ - �_1i�i ' - � _ �� �I�— a p a - — < , a P B — — — — — �. �=7 RE: PLAN FOR ° � n < < I � I ��j S�I � SLAB SIZE ?.ND _ <• a • • ad a • a • REINFORGING ° ,�a a , Q Q < a e°a ° n � a . �d < a o ° a ° - e • d I 1 � ° � a � a � a ° rj , 1 I i ` � t / L` � � 1 1 �t 1 oQ � VA � o o a - ' F � _ , 4< � � � � 5301 5301 � - << � �� G ; c � Y , � �t �� �< , <� - � ELEV?.TOR g�� THIGK STRUGUTRAL GONGRETE � c << � � . < � ry � < c L� �� � . < < y � � RE PLAN FOR � I I ' I SLAB WITH 5 P.T 12" TOP .4N� < <<' � � � � � ' ,� �< < � SLAB REINFORGING _ BOTTOM, E GH WP.Y. TOP � OF SLp.B EI�EV?.TION = SIbB'-10" � � � � � �� I �� � �� � � I �l�l, 1 ■ � � � 3/4" = I'-O" 3/4" = I -O - I - - �� P C - 1 - - ,�,� ��;�� r ,J - � � s=r;d'`r� '"`�a��'0�� �''�'°`. 4" GONGR�TE TOPPING ON '`'¢ �t''�� �� ��} � I � � f.,� 4" RIGID Ih15ULATION I � ,�'�°��'��'°r�'� '����'� .�° � 5301 � � `��� �.� � � 8" GMU GONGRETE STRUGTUR.4L LOWER, - 5301 �`����"�'`-_° �°°�� WALL SLAB, RE: PLAN RE ARGH � ���'��� A '' MBLY -_ � - RS � r „ ,-� _ �5 DOWELS �5 VERTIGAL � *��x ,�,� m "�J'"� � � AT 4'-O" i�.T 4'-O" �°��� '"� '�""�B �,��� - �.� SI88'-10" ■ 8 I _ r' �^ " �. � � 3 �'y,�;,�° �' �` - �I)-�5 X '—x r—x�x—x s x�,x�-x`—x� 5301 5301 �1�����<�^`,���`'f��r.-' � a � , _ < � ' � GONT. =r^�x�,� s�. ��,• r;��f�,��ti,� ° ��� �� � -,F,. BOND BEAM WITH P� - - - - - � , � f - _- - _ >_''',_ '��`=yr`��•�'�.,.�'�rs�'���.,��.r"��..t*y�' �'^n�'.,�`;°s�'°�"�.%;0�'.r`�",>`���" �I)—�5 X GOTVTIT�lU0U5 " L, r . ` r1 f '��" -r'�Y� ��' C�' � < � � �,,:' ^°��..�'d`�'`> .f��,�„1=,. — I - r � � � _ - � � , , E < � � � � GONGRETE `1 a 8" GMU iNi�LL BELOW ' ` ' 4" STONE VENEER ' � � RE:ARGH � i . � � � #6 AT 2'-O" � 4" SLAB ON GRA�E � ``` . ` � P""'9 � WITH !n)Cf�—WI 4XW1 ti. � b ��� �� �5 VERTIGALS AT " � W.Y�I F. TpP OF SLRB � �301 ���� � � c� BOND BEAM WITFi . (��-#5 GONTINUOUS 2'-D" EAGH FAGE ELEVP.TION = 818�1'-�" � ���` 5301 � � i �.� .. � � ���. � 8" GMU WALL � � . � �� '=1I1=1I1=1II�II�I I2" GMU BELOI�I � �`.� � � -1 I I—I I I—I I I�I I GRS+.DE, GROUT SoL I D ��-o�� =T�Ti���� P E - - - - - - - - - - - � �I I�I 1=1 I I�I I a�1�1=11H1 � '-1 I-111 SXS ROUGH SAWN 2 �5 AT I'-6" X �i -1�� TIMBER GOLUMN, TYP G�L. � � � � �I #5 DOL�lELS AT 2'-O" � 5301 EAG+i Fi�GE �� C� � �� � BOND BE/�.M WITH 3/4" = I'-O" (2)-#5 X GONTINUOUS RE PLP.N TOP OF ��\ / � � � � �� I ���'� I � � � f �'� I �� �� I O1�YNER/DEVELOPER STONE PI�VERS SLAB �l I �1 I � I I �I, � �� VAIL RESORTS STRUGTUR.4L SLAB, RE PLAN FOR DEVELOPMENT RE ARGFi ELEVATOR DOOR I/4" = I'-O" OPENING, RE: ARGF+. ,a REINFORGING � a° v ELEVATOR SILL ANGL� • • < • , I. RE:SIOI FOR ELEVATIONS OP TOP OF STRUGTURfS.L SUPPORT SL/�B BELOW. COMPANY PROVIDED BY OTHERS " ° °° a a< , a 4 p ° ° AVON, COLORADO � �5 HORIZONT..z+..L � � � ` � ° , x--,x-�-�x `;xF �— �AGH FAGE P.T 8" � ° 8 � II��II ��_� , II,;,IIIIIIIII - i-�i 3i8��x8°xo�-8�� EMBED ARCHITECT GONGRETE SLp.B =111 PL/�TE WITH (2)-5/8"mX6" 42�40 ON GRADE � ' � ° H.�.S. AT I'-O" FOR - RE• PLAN < , � ELEVATOR SILL ANGLE ARC H ITECTU RE , a' �5 DOWELS EP.GH �� � � � ��I � Denver, COIOPEldO � , �P.GE AT I'-O' I �i, � 3/4" = I'-O" . � �� � , � ` � �` � 8° GONGRETE STRUCTURAL ENGINEER � �� < ' ' � �� STEM WALL MONftOE AVON�ECOLORADQ ERS, INC _ < < ` < � �� �� L, WTSX2�.5X0'-7" MEP ENGINEER5 � ABS CONSULTANTS, 1NC 1^IITFi (4)—I/�"� H.A.S. DENVER, CaLORADO TYP I Gp.L LANDSCAPE ARCHITECT CI)-3/4"� BOLT ASSOCIATES DENVER, COLORADO STRUGTURi+.L SL.4B & RE• PLAN �OR TIMBER GOLUMN SHERRY DORNARD SOZE AND R�INF. B A Y�11TH RE PLAN VA1L, COLORADO (�)-�5 GONTINUOUS CIVIL ENCINEER & SURVEYOR #6 AT 2�—O�� #5 DOWELS STONE GA.P PEAK LAND CONSULTANTS, INC 8" GMU WALL AT I'-4" RE: ARGH VAIL, COLORADO - - --�-- STONE V�NEER RE• ARGH PROJECT N0: 20830.01 STONE PA�RS �� C � � O I � � RE ARGH I NO E DATEE DESCRIPTION 3/4" = I'-O" GMU PILP.STER SLAB ON GRADE _ GRDUTED 50L I D RE• PLAN OS.ZS O3 DD PRICING ` ' - 09.15 03 FINAL OD s�4 DOWFLS X 4" GONGRETE SLAB 4'-O" AT 2'-O" ON 4" RIGID INSULP.TION - � • - i�ii�� � , �o �, o , � 10.10.03 PROGRESS SET ` ` " ' ` 10.31.03 ISSUE FOR GMP STONE PAVERS �� — ' RE: ARGH GONGRET� SLAB RE PLAN �_I I��� - 11.14.03 ALT FOUND. PLAN ��OR ��II�IFORGIT�IG �I� � a�sa'-�o" - , 01 1.06.04 ISSUE FOR CONSTR. -•-x��x-��c—��x�x � � �'—x—,xT —x < < (� 777 < << < � ,< << �II��� � � � � -^ 1 � ' i < � L � !� L <� �� � �� ,, < i � -��� � �1J < ° � t 1 � ` � Gt , � � � i I< < t i t < 1 Gt C ( � 1 L� � � � �, L � 4" SL.4B ON ` , < < , �` < < <' �L � GRP.DE x < ,� << <, f , < �b AT �'-O" BOND BEAM WITH (2)-�5 GONTINUOUS � 8" GMU WALL �� � � � O� � 3/4" = I'-O" 2'-O" *�5 i�.T I'-b" X �i N 8" GMU STONE VENEER #5 VERTIGAL RE ARGH. /�T 4'-O" I-111—III—II GROUT ALL Ma50NRY - =1I�I1=1I�ITI-1 I =111=111�11=111-111-11 . BELOI�I GRADE SOLID � � �� � O� � —��I I I—�I I I�—J I I-I x D R 3/4" = I'-O" T`—"'�II-11� CREE lvg� #5 DOl^IELS EAGH GORE � �� I6" GMU �� PAGE AT 2'-O" Ro V A�L �� � BOND BEAM W I TH 0 C2)-#5 GONTINUOUS Q Q a � qa 0 B�Sa�-�o�� � �Q I6" GONGRETE � STEM WALL � �� � ' " � � w Vail Park & Garage C2)-#5 X GONTINUOUS << Q at Lots P-3 & J , � < ; < < > � < <a < <, ^ 1 I !L � �< I �G � � � I � �' c � I �, � n < � � � � ` ` LOTS P-3 & J � . � � a PAVILION ROOF RE PLAN FOR SLAB REINFORGING FRAMING PLAN YJP.LL BEY0IVD BOND BEAM WITH AND SECTIONS (2)-#5 GONTINUOUS #6 AT �'-O" o _ S" GMU WP.LL � - � 301 N � % ` �o �� C �" f Ol�l � 1 4„ = i,—o» ai � / ��°�,Z 3/4" = 1'-O" � 2 N O C" `t a� �� Uf;� a�� P 2 y'6/ `;> � P � � �'� ��.;'��``� � 12 3�_q�� 7'-II�� 6'-4" I � '� �. �2 2X T�C� ROOF DEGK I�,_5 � e 8 � I I � I � � �� 12 I I ' � 8 RAFTER, RE: PLAN OVERFRi'.MINC� (V� i � �;: , i °''��,�°,�'�SS��sa;��E�°G���3� d ROOF DEGK 8 2X T8 G ROOF I I I 2X T G N N a���°,»�'� ���, DEGK 51MP50N A24 RNGLE B'� ,��� �C� � � WITH C2)-I/2"� LAG BOLTS � 5 f0�"lEaer°""�� � � � , � 6 � -- D (� � b� , RAFTER, RE: PLP.i�I TIMBER BE?.M - - � RE.PLAN _ _ - PA - � 4 I/2" GONGRETE SLP�B TIMBER BEAM 12 RAFTER " -- RE:PLAN 51MP��Oty P.24 P.HGLE RE PLAN c0 � ON Z" METAL GONFOR -I 2"� LikG BOLTS ' __ _ _ � _ K - 18 GAGE. TOP 3� WITH C2) / 3/I6 N _ _ � � • • , OF SLAB ELEVP�TION = SIMPSON A24 ANGLE � ; ° Y�11TH (2)-I/2"� LP.G BOLTS GONGRETE SLAB ON P B - 3X8 t � � 30 8�0�'-6". METP.L DEGK, RE PLP•1�1 II XS �#- 3/16 (102'-4") �`T I'-G 3/4" GONGRETE SL�B 01� � 1 S6XC� TIMBER BEAM RS6X6 � p T-UP � METAL DEGK, RE PLAN RE= PLAN POST-UP �� I < < RIDGE RhXl2 { � � ' '� ' -- 8 � � -------------------- � -- (8204'-6") , 1 � ` � � � (V�, i 3X8 � �,4} � � ELE�/p. rT, --�---�-- � I RE= /'.RGH FOR - --------- 0 _ -- _i X6 6 P.T I'-Oi 3/4" � - ■ ■ � END TREaTMENT 2X6 STUDS - � RE ARGH FOR � RSSXS Cb201''6") I AT 2'-O" � END TREATMENT I 2 � - BOND BEAM Y�IITH b S6X�2 �RIES) _ 30 � � (2)-�5 GONTINUOUS � _ � L 4 I/2X4 I/2XI/4 AT TOP OF YdP.LL 30 / \ �� � � BOND BEAM Y�IITH GONTINUOUS - - (2)-#5 GONTINUOUS - - L 4 I/2X4 I/2X1/4 AT TOP OF WALL P C - - - � � GOT`iTINU0U5 ROOF B�AM 8" GMU Y�IALL I I - � RE.SEGTION 4/5301 � � RE• PLAN FOR REINFORGING W g" GMU YdALL ^ ^ - � �� � EGTION 4/5301 �i�i � � Z I - - _ RE S � d\ FOR REITVFORGIN� �� d �\ - m x i- x 6 ,�� _ �ttr - �6 C''� � �� �� �m � _a��- --, � m= - - �� �� � �I � � ;- � .., X� o m� _ _ _ m I I 3/4" = I'-O" ,.a 4 I/�" GONGRETE SLP.B � i ON �" METiS.L GONFORM �� �� r �� q - - LL - - _ EGK - IS GAGE. TOP � I I OF SLP�B ELEVATION = O 3/4" = I'-O' P� W � 81G�1'-G 3/4". - _ a �� �� � �I � � ^ � \� I - - Z i 2X T�G ROOF DEGK � � -� � � � � X� ' � 6 ' �^ �� � �� I �o c0 lJ� 1 RP.FTERS, RE: PLAN �i X� � I � ry � � ry� ' � \ (2)-3/4"� LAG BOLTS �i X r � � � � I ' ] WITH 4" MIN. EMB�DMEhIT 6 �6 I � � � �i � TIMBER BEAM, � � � I 4 �- q � \`� � �� L 5X3X3/8X0'-7" RE: PLAN � � � I I � TIMBER BEAM 30 I� � i RE:rL�.rv 1 � Lr.o-�+��,{ - —�v�. ' _ � WITH 6" MIh11MUM STUD _ _ - ~ EMBEDMENT INFILL _ _ - - � PE � � ,2 , i EADER, RE�PLA�N TIMBER GOLUMhI, 2�( TdG ROOF DEGK 8 RE= PLAN (�)-3/4"� BOLTS 2X T�G ROOF - DEGK 01�YNER/DEVELOPER RA�FTER, RE PLP.N � , ���� � ���' � 'N,� �� VAIL RESORTS �� � ��� � DEVELOPMENT 3� I/4" = I'-O" o COMPANY 1 � • yyppp �.PTER, �, ROOF SHEATHING: 2X TdG DEGKING � � � � � � O RE PLp.N AVON, COLORADO 2. ROOF JOISTS SHA�LL BE ROUGH Sl�WN 3X8 SPp.GED UNIFORMLY BETWEEN GOLUMNS, U.N.O. 3/4" = I'-O" � TIMBER BEAM RE• PLAN IMPSOhI A�4 ANGLE WITH (2)-I/2"m LAG 3 ALL TIMBER BEAMS SHALL BE STRUGTURAL #I GRP.DE OR BETTER DOUGLAS-F . � SiM�soK ��TS ARCHITECT HANGER 4. ( ) INDIG�TES TOP OF BEAM ELEVATION 42�40 Ly00D BE<'.M, " ARCHITECTURE I"� STEEL PIPE, RE PLaN TYPIGAL Denver, Colora o 3/8" TFiIGK STEEL RE• /�RGH FOR - PLATE, PLAGED AT END TREATMENT r ALTERNATING �� I �� � STRUCTURAL ENGINE 2" /1 � MONROE & NEWELL ENGINEERS, INC �� �� f Ol�l � �, ROOF J015TS �� AVON. COLORAD 3/4" = I'-O� MEP ENGINEERS ABS CONSULTANTS, INC _ 3/4" = I'-O" DENVER. COLO N � I/4 LANDSCAPE ARCHITE ., � WENK ASSOCIATES N DENYER. COLORADO - & 12 SHERRY DORNARD VA1L, COLORADO - �' RP.FTER BEYOND 8 CML ENGINEER & SURVEYOR � O RE= PL/�►�l PfiAK LAND CONSULTANTS, I . VAIL, COLORADO ROOF ING �J , MP.TERIf�L ' RE:ARGH 2)( T�C� ROOF DEGK PROJECT N0: 20830.01 3/8"X8"XI'-O" STEEL ��� � LAG BOLT PLP•TE WITFi C2)-I/2"� LRG SGRE1^�`� INTO RAFTER gE�/ELED ISSUE ISSUE ISSU Y�LOOD PL/�TE N0. DATE DESCRIPTION ROOF JOIST - 08.25.03 DD PRICIN RE=PLAN � p � - 09.15 03 FINAL D 2X T�E G ROOF DEGK O i - 12 3X TdG ROOF DEGK 10.10.03 PROGRESS S - 10.31 03 ISSUE FOR GMP T�'PIC�L SNOUJ�ENC� _ ROUGH S�.►^�K 8 BEaM RE P�aH 11.14.03 ALT FOUND. PLAN �� �fi f �l�l 11 TIMBER BEAM L 5X3X3/SXO'-"7" WITFi 3/4" = I'-O" RE• PLAN (�)-3/4"<D BOLTS RE.DETAIL 10/5302 01 1_06�04 ISSUE FOR CONS . TIMBER GOLUMN WINDOW RE PLAN GLE'•ZING RE• i�RGH � � WOOD RAFTER RE=PLAN �� �� � �� � Y�IOOD BEAM RE=PLAN 3,4�� _ ��-o�� �� �� f O I�l � 3/4" = I'-O' POST-UP RE• PLAN Go�E �ggEK DRIVg�� _ Ro ����� ROUGI-+ SAWN Q�S � hX8 HE�'.DER Y�IOOD BLOGKING V A,L AT EAGH GOLUMN 12 4 ° CJQ � 2X T8G 3r� ROOF DEGK � ��Q � a� WINDOV�I GLP.Z11�16 RE ARGH Vail Park & arage RP.FTER BEYOND, RE. PLpN at Lots P-3 & J SIMPSON A�4 /�K6LE WITH (2)-I/2"� LAG BOLTS 2X8 WOOD BLOGKING BETWEEN RP.FTERS - - ROOF BEP•h'1 RE PLAN 2X TdG I" cD LAG BOLT _ LOTS P-3 & J WITH C�" MINIMUM ROOF EMBEDMENT INTO DEGK GOLUMN 6X8 TIMBER BE�M PAVILION R00 ` 3/4" m LAG-BOLT ROUGH SaWH TIMBER FRAMING PLAN Y�11TH 6" MINIMUM GOLUMT�I, RE: PLAN EMBEDMENT AND SECTIONS 5302 � R,a•FTER, TIMBER BEP•MS, 1 4�� = 1�—O�� 3 FZE PLAN RE PLAN / _ � ._� - � �� �� I 01�1 � �� �� f Ol�l 3/4" = I'-O° n % � N 3/4" - I'-O' - m � 0 aa� j�z =�o � � � _ �'� �—�� —.� EXTENT OF SCOPE OF "� ~��- �� r� D AWINGS� CIVIL � ` �-� �'�� ,�� Q� ���` . s 3 � ��� ����, 18'-0" -� � � �,, � `" I � �-, � � C��1 I �� �� +�'� � , I ��,��s \��� � � 2'�'��" 5 `�� � Fp R�� . RE: ����� �-� � a DRAWINGS FOR �ORE . PAVING MATERIAL /�� �REEK pR�� �� ' c� � 18 ,g,. �� E �ONf w�,., �.� � � y� ► � , 7 .,,� ,,� �. �`( 9 ,9,. f. �, � ��� -- � �' - ,Y, �;�� �, _.� � - • • ____,_ � SITE STAIRWAY �' � �-' g�' `---_ n. . _ . �� �C'F' C�f:G,•.c....v.\ � _ � �..'Y�r ` ��➢M�LY�,.y...� .f � �� ' L k""n`.,i::: � RE: LANQSCAPE DWGS. ,j�` � ' _ �. .�. � ���:-, . q 2g, -- — SSY n.T.'�`s�'�.iis3; r�,>s<.�i''��'fv-�*�'�� 3 V ♦�" '� �,k:<�+',..lN 2 �; o u�,� £va..�.�.l�Rq�� q, i �.L,V" `.:X.'.`�J 'J� Y. b.' i.�.%vn �:S:.9Yl`.V.w �� �=?JY��'.aC'+�i . _ ."�': �i`<:��u .d� � ' ��_ ' J �»V��_' , �NK __ � __ - 'f.x3�"�,! �.�a`�^��a`,,yy.�.,:�:h€."� W�,��':t�i` �"`"�"'��" ' • �� c: nJ u'�..o c a:,' .r`i�''.'Y�, ✓ 1 _ ������: ..-�y.Hj c����� .� .�`. ��.�"�C�".fl: :y _� I '`s.`�� �iFrv .��`�s"�;. ..� � fi..X " 4�:T"�%�;�x���` . . . �� � �G%• -� � . . .,�:.�:C^��` / ;,.: ,.,it' �'i;,„�. . .. � Nt4A ,.u£�:y"F�a', t<'".a4 � �-. �,�r �.:l-.xra•X�"xs;� :<�'`.�,'�'�""'Is5 �� �'�,n a �'"" : s":a�" L� r � � � k Y.w �". .,a ,� F�:, '..: �'""�G�'�:,�a�' �' »t ....;:c.a .,�".�.�: a+<.% R. ' ..t".3'F��. .o�> i':ia;.z�ir' �'g ,�� ,;,� ���,Rn,3� � ,.. ��<. �� , . E TAIRWAY ' / �. ` � �e� n=ox � �^��;'��•; �-�� ,� 1 ..s,.orr "„� ' „�' `,.s r, :;,. �'nF � ,:<s�, '1! ' ,i..-��Xg£;., i'��>%?%',67.G'�£:��":.`� ^A.�: `'.✓ `��:.��,;`r u�az�b::;i;;� .`c�.3�..�.- � �:� �a.v��:r�� �`;,a.. ;�< �.;�; �Y:� :rf,�.> �.�_�,.� ��.:�.�� . • . �- EXTENT OF SCOPE OF � � �:._ �t>��,:�:�.�.�� � �;: • �: s.;....,V.:. �, NDSCAPE DWGS. --� �,o,.�.^k". f^. ?' t� ^"'.�,..�.'�r..���;r�,a?��'�.x>�lyau��,:,e�� ' .�'X' 9W''^.�'��.� ' • / � - z>��w�����t�y""X. 5 _S', 'd, ;�. r.lO`✓� �, ��'��.`:: � � � WORK RE: CIVIL �'�.s"'�"'r�� �. �Y�^ m '� si ������''`�`�:.�,a' � � � r.� .�. �,: � �`,.: �;�,.sx:3.z`���n�.: ��r."'�'.�' ��v=%�£� �s; ��<°" V �. sr �,<����"�����,� �,��l � � �; ��'���.� �.��,. T o / . DRAWINGS � � `�:_.�.. ? �r �.�>�""•.,:s.,., , ": � ' � •r%Lc a::�a.� ..�S»" _ '� `��%�":;;�x�:"s ' ,.:A�^�. , . ,:-. Pa�fi .'�.¢�, ,'Sk" .�k:v�.,.' ''�z;� . : &. . �F . . '�,.y"�3`�` Q . � �'� . � _~ � � ��,.?�`��:�,���,,�`���2''�''���>r�. � y:.; '�. .�,� .. W \ W N x.�,�>r�s�s�.��:��..�,���s'. '�,�' ,�..;..,s; . " . , . _ 0 0 S: R K�N�.0 �. '�a';`% � �. .:L / ..,'^�%'n��� 1 ;,�'�� �� � \ \ l � �.q.,;,�,;x ??;; rg�y.f.:.a 5 S',. ,13'``� .., . z� �>',- )E �.�'�Z.3,: �, . „�,�r�3c�c�� r fx;,:a f _ `` � / a''�'�;5�i�:1... . .%zi'WA%��ik�+i'&��'.} �'�;r / / � � ��:.`?„'y�^x�:E'. � x �9.�' � � / ,�� � N w�`%'/,��s�iF'�'�"'b'. ���r,yg,a �;,. ' �ll�� , r • .:3�^:5� 3x'�1D.;. ��J:{� ' . r �..� W *����'.'�+:�¢:'��:£>.o;:�` _ct:.. _���.:.a.�.F�u(3'• .'� / / `` ^ �.`� � �.`O',.kt s d' I . �� �'Y� .5�: / / it� � .r '� a�` '23�i`��}�y� (^- � :� ✓ � � �✓.A l���'Y V � ' �� i u,..: .K V '�:9` �C"' 'JK;�� � � � CONCREfE W SH � � / � . ����' �, � �.��:-����`��a ' � I � �BELOW HORI ONTAL ` � � / � � � �- ` � �•:>;�;a �;; � f WATERPR00 ING � �� � � C R E E K � !��� z�'���`��� � � � MEMBRAt�E 0 . � o CONC TOPPING SLAB `���� � " =� ' �"� --� �'�� I � REDIRE�T �UBSURFACE �I ---_ �- T f ��; _ . FLOW ' Q � -`---- ----- ----- � H R...G, s ^ .. �W� '���:� ����s� • � I i - � oa — �A� _ , J `_ N� UP _ GE r, " ���. �' -�::��� :��z %� � O / l ROUGH STONE ENT�N � . ' '�, ':�� r 3 ,� , � «z� ;�;�"�`� " :�.. . N � �� C N � . i ''.. � Q�� ,_ z ��.�. � I� � � � O� VENEER, TYP. EXCEPT _ ` BE�pW o, �. .� ` ,/ ' .� , , . � �•� ��� c � q307 � � '�1O 0 , t:�- ' • � ARKING �� Q / ^ , .� .,.:`.;�'�E..� �.e,�° f, � Q �. � \ �', �' � r CONC. ST . L c� / � ,f `\, f` \ ';i ,. `' O � � n,` �,6 ... D ' �` � a ..�� F^ . �.ex�� �.. '/ ,; K,�`��' z .�,���.: . J � �DASHED) IYP. �. :� . /f `� fy� , :;�; "�"x.a4'iP'�.���..�.`.'� , .a�....�; ' . �'`� �x�. O CONCRETE U . �� ?A Ef,`.,� � ..� '� \ '� � E+ j / . SCAPE DWGS. � � �� E, UM G `U ING �• � ' ` `�• . � , � � �� � ' � � . �!�9� �, � � ; �� ♦ � � .� 2 P � � P ` �`" � ' � "'� ���� F' . ,q �' � 29� STONE VENEER ' / "'_�. . � � �,�. �. }' >� ; .� q2p� � ` BATfER AT THESE � . . � 1 ��' • � _, � � ; �' ' _'�` :b•°���: • ' ' � LOCATIONS ONLY • ` � ` ' � � � `<` " ��������(�< • O , r %x'�,,,;�'�z/�crE.:.:sl �,'`�,�. t i,� _ • . /\ . � .���''`�\" y .. � / � �t'k is �'(s /+ / x � `� }� '�, � q�� °�`` E / TRENCH DRAIN TO SAND OIL I C PTO • � ��` EXI G>� V�f2S4` I �� . � � .,.'� , ��,� ���" °:y ;�� I ,� O , / TER E R � � � '� .� � . �<��: =� �:,�x�'d,: '' ���r` � � � � RE: PLUMBING' & CIVIL DRAWIN S • '`4 R 11%l� O,�Wi � � �,, �n, ..���•:, - . V �' .'y�`, `` , � � \ .�; � � � �'� ! �� ��� D � • N EXPOSTED CIP � .� � -s�.::��;� ��`. ��ti,��:. > z������s .�.: • � � CONCR WALL '`� / �./}` � �� �r� a � 6 �` I� � 1 � o • � PARKING SIDE ONLY I � �`�'` �' � r, / ���•,s u �a �f ` A111 � h.;. .J;": r `' � '��NS�� q3 3 ' � _� � / PAiNTED MEi'AL GUARDRAIL I � � � �'` �4 ,f�� � '�` � �� � � � � � � � � � � � \ ' �� ;,� > ;. .� � > ' �j � � (CIP CONCRETE WALL BEL W) _ B }`� , f ' ,���; .� �/ ` ` / 's _ , � .�" o .��, �� �:;�t� �;� °:���;� . I � O ��4RK AREA -�, _ _._---- �.,/,' .. � �� �:�� ������ � � E: CIVIL AND � o _ � � I , � ; s. - �, . ,�� "��" :�:�. . �----- � � ����-� -r .�F � -������ ���:� ` CO I O NDSCAPE DWGS. `� — � � • -" �� ~� �,,,,i �� .a � � . , �`` �� c � � O ' ` ` ' � � � ' � vY3': ��. �•'�� C�/ . _ � . � �, '�� ,-� ;�x�� � f �. u � � � .�� ,� ��� '�, �,�F " o ,� OWNER/DEVELOPEft I ��., • �. I j� ��� � VAIL RESORTS ; .., 4 / ` <V' `nF "• < ��x��� ; `f`' ' �o SITE BOULD�'ERS, TYP. { �'`�����,.,��s��-�> a:` �' , zy �> N F � '���� • RE: LAND� APE DWGS. ' � ,-r -"�j�:�.,,.=n<����� �`b . . .�:.0 4a�� t;.._r.. �� ` ��� �� �t o N � DEVELOPMENT e �- �" , �����, ���' PROPERTY ��NE _ � • ` CONC. TOPPING SLAB a! ��;��,���� r • ���` .��� r . . P � � , � � COMPANY -�� ---- 3 . / _ n 1 �� AVON, COLORADO � / 1 hs < <f • ` . ''�► �I_ . �� ; � - / � P I ARCHITECT � • _ / . . EXTENT OF SCOPE OF � � � I • � PARKING AREA: 42�40 • WORK, RE: civi� � ' � PROPOSED PARKING LINES � ARCHITECTURE DRAWINGS � ' �• FOR INFORMATION ONLY (NIC� � � Denver, �oloraclo � - I � I / CONCREfE WASH RE: CIVIL DWGS. FOR — • STRIICfURAL $NGINEER � o � _ -�— MONROE dc NEWELL ENGIIIEERS, �� � BELOW HORIZONTAL CURBING avox, coi,ox�no � ' / WATERPROOFING � ���,_ _ ----�'- I I � ` MEMBRANE TO .— ABS CONSULTANT�3, INC _ � � $j� � � , DENVER, COLORADO ` ` � ' ��- �� -��p . IANDSCAPE AIiCH1TECT � � � 3 nEr�ivEx�cowx Do A ' " `_ � / • ' � SHERRY DOR1fARD i r �� J ' � N r �� VAIL. COLORADO EXTENT OF GARAGE / � � � � � •�� � � � � � � � I � A401 °` m , CNiL ENGIIJEER dc SUAVEYOR � ,.,, �.(n �I � PEAK LAND CONSULTANTS. INC. WALL BELOW �� ti � r � : 1 . ..� � vau., coLOxnno �`��. t*1 O+�� � � � Y1l " y LANDSCAPED ISLAND, � / ' n rn o� X�-� ,`� RE: LANDSCAPE AND ^ � • < -+ CIVIL DRAWINGS \�`���'. � o "^ �:.< 2 2�, �,� , / � � �m � ' PROJECT N0: 20830.01 �� N z � ' ISSUE ISSUE ISSUE �� ; / �= y � N0. DATE DESCRIPTION � � , o ` F- - 8.25.03 DD PRICING � � - 09.15.03 FINAL DD RE: CIVIL � � � Z _ DRAWINGS FOR �, � - -'�- - 10.10.03 D COORDINATION PAVING MATERIAL � � / , � '�` - 10.31.03 ISSUE FOR GMP ' I � -. ;�f. � � - 11.19.03 DRB 3:,£�j` A �` •� a� . - 12.15.03 DRB RE-ISSUE :rA` ' "�`; " �� " -, `� � TRAFFIC SENSOR L00'�, ' ` � � 01 1.06.04 ISSUE FOR CONSTR. 2�, - LOADING ZONE, RE: ELECTRICAL DWGS� I ' Y! V �� CONCRETE SL4B '�" �;�;� \s� � � SNOWMELT a�'o. ;��- O / � � .� " �,� a R . CIVIL DWGS. � � 1 :;�. o�> �> �' �� � � �- c� :i.gx.. 'F.�'..°%"<%t��r >' y :.ti. n- � . _ „y n,�'. ���•., y V ,fq:Yr. . �,a3:�� 's�. �� � .'u �' w��.:�".c.�ix ,Sd ' � ' �� �-- r: � ,� `�, � ��� . � L _--- , I � E ���"A �, , � �� � � � �'^�` � �n'� ' � �'�, ����i� ;s. / . �_ ;� , �,��'�� "` �` ' /',".£ ,� »;;*i. �.4�''H✓.5��. • . I ✓� 2 '��'��y ,. „�y �J `y.' � ���� . f . ���' - . �� n� �'T° � n .� � � ��� . �U. ..:��' /� " ..� °� ��' „ , �'�: -��,.,� ���., � " CONC. CURB W/ " �. ":, M � x��'. .�:;:�s,>;::,;,�..:.�;'x �."�" � •�,�;�;,y f. ,�,�;, - � s 4-{ � � `�i,r � ,''a;'sf. 3�� �'�rs' �'��' ��S' 3 ��• r• � ;�.��. � •'�:s� � 'S'q� 6" WIDE DRAINAGE ; �,.w ' ` , ,� ;��°�� :�y.� s'' S • SLOTS - �., ,a ., �.y � :: � . � _---'�'� , ..`�. c?'Y�,���?<y,, •y„is ��•` �r :.�.''<;x' ,.� :SM`._>j, =��'3=��• _ . �,�:< %�H s"� ~ `" - ",:` � 'r. �,� � u:�" '� , '�'9�,c�(� � GATE �.-- - -Ti� . r, � y �� .�: 1/0 �, , ���.i.�� '�� �� ° / — „"�',�.'�,.. '•A: fs'` �EI'u�" ¢ 'A�i 'j;/ /'�'' /�� '%"y, "h %1 •,���.,. ar. ;.,o',g7•�^�c,,.a,^ '7 � ,,�x�� °,�: .�� ;�<,, �'�W�, ,:>, �" �'�y "%�-.���y�.. �, �u��, �Q �`s:.' _ ARD READER� u�':,a.•:y��, � u; �,' „�i,' ,/r �:�p �F�� •u;�.:,.. i� 3�.. O � -� -� ���'„5� ��Rq���'• �L'�_��G'. '�� ��r'l•'�: b � - rh,'. ..u- /N�' .f�',•. .. �;,.. :.�6� // � `�"� F�'`'�:�£��'� � ��� "">'.,%�',��... , ,,.���".� � ` �NSFORMER W/� I •���;���.,�y �� g y �..� � ��� � �, z (�ti V G T N �^' �' .;.. v.. .U?.G . ,Z(l, 'N��;..�.' Sf'�6 ,.f' _..:y� y�� rY.`r..:' � ,4\ ,/. '�;3'� '�'��rY�� �' � Sqp' ,"-,3�� r��� y �'y�;,� :�._ z _ ( E ETA 10 SCREy1'ING / o . yxH'. .% 'Y153,f. '<5"y!d. .cQy., ;5�,� ��%�� 9' j �� .�y � ,�� / 1 J ` �� ���/ �V ! f� `V� '�/o"• '._cC yi�^ .k.y .�+�'!'� � � '� 1 �� / � �; :::y s; ��A�� � r.�;�;� �...�..�;,:. / q y 4 L — . i,. s��,• <�, Y :� ;�" y �>Nr�k:..�... �. :,Q, � ;� ���" y 4�, o ,;_�., s:�; ;: ;.�'. :�! ia.c ',.�1'�Gt`;� „�;-•"• J _ �,y ;�a ,z;�. ..� '� �•r h .�,,;.` � � xz �.�-;�„� ,?Y;:'v r.., �,1,,. .Sm /7� :�;?�.G.,^ %7;,.� Yf., �.;. �»� a� J'.U ,a�� � F �'� ," „w ��F �✓' .: 6, �"��' ,� :iti, .,:.�!J r-c%. \ / ^�.,,5,�� :�'/� � _�.C> f> ,a'�c . i' �"�'��% R: ��' >�•ZZ�. .� f y � .'� `�! � n �p '`, - . � / �tf=: y u r ,' �� ,'•'/�ax �,s� r3�%; � ;/ f.c° �Y`/`��Z: �ka+ >.: •s ' '" '-s..�, . )(7��'�� �ny" 9 3 ,'' xY> ?'` �. � Q V �`„�,*„�;r{, CSSBB DRIVglry�_. �� ,� y Fo, . ,�, � t. � z , y ' � ''� '.�; / RS ��_ / 5 i k � � �V `z `.�'; ,�, �. G ,� ir-. >N:.,, '�: �'.. �' ,.9. � "�' f 'y'"s.n', d/" '.3iSi?`.�i,�,� �.✓� '/, k�t 2 � :^.Ci,.'I�.. ./ .(�/ '1� I �y. ,'L. .O� %. _�;��Y,. '�. �i�yl�ara��� Gp.�. � �� ` P /'� �`� � ,�' �z fD,�.��.�.. c ^"� ,�' . p � � \� �'i t:�. s� 5�".` ��q" � 1 ` ��„ ✓ S_ �, zr"' :s" V �, \ ¢s�'i ,/ .�:.' .E!"'� h `r. . � /�. �. � { .���� �'��."�i - `�: � ��.`k.. . / `i F. t n � c.•:E !�` ' �✓ f.r� W;f '.�'°ri,�r •�f .:� R � > F"�. ;'��' � " / _iv � �,��C`� ���Tf../...'��i: ,.��,Y. � � �.FS ,...�"y.�, r'Cs� �,^ �/'� /J �f' � ry '�.-� � .��- s � L� [�� � - � .� -a�� ��- 4� � � � . K a, � �n� r . � :.' � z''q.n.. � 6 E> � ��s� � �' i ��3 .� N � ya^ , � 6:.,� '. � � s r . b�3 � a �•.� j a �y�,� .�.� 2#�.. ✓� .�, � � .� i. N! . ,o'R.y $" � "�„� � � \a��� . � .n D `�K. ^�,s����H,�£�. .� .6. �y., �, ',i. � �4"z,+' —_ —.� �:�coJ.nan�� o•tr.:g�,I� �' w:r ��,�1`.�i�•` :i•.".n �ts ��,✓z�: �- '.r. ><� �.,i �a.r� o x.. m .:T."..i� ',:Y�°`.�� sX�'Y'.. ,.� (� ❑ /�:3,�� 'i,'s;J6. � .�":.�. ^➢A,:n;2s ;�' � ff I � � 1' , r� ,..:,;;y� � ��/u� � '�F^.w3,<r��yA` .✓�!����¢ti� .,�..� ':Cy°c�`�'A ��� _i,�i�'Pf na � / �� .r'�' f � l,S � �:�; �f� ,�- .�.�:�- .Yy �;�� ;.� �"- ��:,:7�s�C H R I STIAN IA AT VAI L ��. � � , �� _ — -- . �o -o � `� � � -�y;� '��" " � ,,s:,� �>.- ::�. �� � q ;r> "%.c�'�� . .r 1i `a � ".'^�f,;�S,c� '��,�y.`a, �a�.r-:� . p » � � � y N�'� � '��''�. �' ,{��. �� .o�rf�'���� � d� _' ' -', w'n 1 G�'�O N � L f ` "•/' 9' �.cf� �J2� � �� _F+w:^'ef`TY"=y"-r-°�"-�""� (�� �" ,6���b���. �{��* ' � , y.. >. � s ��� � � 2g'-0" ' .Pw+ .�.: � >�� � � �~ '�� M-n 7� � 7►_gg �� � $ � � �� � 6 • _ Vail Park & Garage � !� ' ' � ' at Lots P-3 & J ,�� � 4 � 12 -,, ` r�`.a ^ or - � �� � y �• � RE: CIVIL DRAWINGS LOTS P—3 & J � `S � FOR EXTENT OF WORK ° , / � � ��gr��� ALONG HANSON RANCH � .� ° �i; ' ��.f;��j;��. x� _� ROAD � � , � �', j ` ` ����,. + �u �. .s' ,i,.�„_���` . � - ; . t :: , �h PARK LEVEL N FL40R PLAN � �� : ���. � ���' 1 GARAGE — PARK LEVEL PLAN ,�92 1� 101 NOTE: REFER 1 1/A511 FOR WALL TYPES SCALE: 1/8" - 1'-0" �� —_ � ��+� '�{�.;`�� EXISTING BOLLARDS AT - _._ �Q.� ;;�;�� � �.� ROW HOME PARKING, TO REMAIN '1 �� � , �-a `+� F�� - � �-, --- __ - � r . —� � �'1 t}�!�i ' ��I�J , ;$'_ +� 3 � �/ r� " O ` � ��,• �� � a _ �� EX i STI N G � ��'SE� �G`�l��f�'� ROW HOME PARKING � -' TO REMAIN � i � S `"� .� � 2�'_��» T ` i Jllt JIfiIKWHT, RE: LANDSCAPE DWGS. l `"� � �8� P� �� � � -^ 1(�!! J � 7 \� � _ s'_9� GpRE � � — — —— _ _ __ � E —_ E k �R��e —_ _--- A A701 _ 28��6" � l _ � 9 �N� wAY [�] � � ��- -"��� ` SITE STAI WAY, / ^ � � �� RE: LAND CAPE � i�� ` � ~� -�� DWGS. � 1 ��- EXTENT OF SCOPE OF � � /� � ` � �'-��.� '`��1 WORK, RE: CIVIL o / '��-s DRAWINGS , � � � / / �� � / /���������=``_ `��.�� p N � i � � � _ �'' __ r � , � � � ���,�?��`_ ;='� r"' � � � � � � � i � � c � ' -� � � / I �30 I � I ��_."`\ -y ,��v � L PA�Ft'KING STAL / I � I ,��-� � � ;:., =-:V:' : � � 9'-0" X 1�'— ' 29 � � H ,�.;. �,. .�r< s PA KING STAL '��� � - ��.;n ;�;; p� , �� ,�.:. �s,�. `` �� � / F� / / I � 1 �9 � �� 7 N ��� ��� �„ � ,,�z> � 1 � 9, i�„ X ��,_ �g ( 24» o/ ___ _ _ ;;�� PA�KING STAL Q s zE ` � � 9''0" X 1 '- /27 / PTD. STEEL BOLLARD (PT-1) AND CARD READER. f --- --._.______ � � ?°����'•�[�..� I ` " 2 ,� � RE: SPEC. � 0 � P20 I I � PA�KING TAL / V f n s� r � 2�j 0 N � y. 1 N FEC SM) / / 9 10 X 1� PARKING S�fALL I � � Q I � r r� . i � � � / ` a A3p> � > � � ` ' � � ` I / � � 9'f0" X 16'-6 PARKING S ALL / I O A511 ` � S����' A511 �v '� •,� � r� . ' � • �, ,�:� '� ' ,� � � � I I I 9'10" X 1 �-6 �24 9'��,. {�;`, � : ..,� � �i ., --- _- z1 �-� , � / � / PARKING S�fALL ;�/, � � � Y , � ��`�. .. '� `�. � !� "�� V 1 � � � — ` I � 9 O iC 1 —O 12'� l+, , / � " y ° . A20� � PARKING STALL� � I � f 9 `� 0 3� 3., � AS' �AETE� ` � � ' � . � . �'� e� � 9 - 18 -0 T.0_CONC. SLA�B A� � � ,E:`� PLUM ;�' `'l ,�' '' ,..` ff. ., �/ � T \ 1 EL.- 8174 -5 �. I � � ,�v T.O.TRENCH DRAIN ",�- RAWING , � �• /� � � N \ _ '_ " � � �� f� / P `� � EL.- 8177 0 '�. �, , �. ,� , � �� �'� q \ ` � � � f � � `� ` \ � � % ` . � _ — — scoP f . _ r� —__ �� �, , � :�.., . ` � \ PARKING STALL O��N � 59� � ! %�' , � � ,/, � __,, � , � » , ,� ° MAX. � PTD. ARROWS, �� � r 1 � i � � F: �� �.. E 9'�0 X 18 -0 / 1 � �' , f � .� � � \ � RE: SPEC. �.r I °� � �. �� `. ' � � _ `� < : . .•`.r . �' S � ;, . ; �• �!`• t-- N _ � � -� a�1 N A511 � �' -- f / � � � �'"�� ; � o A511 pARKING STALL / � � � f ."��;� .,� f 9�p� — 33 � � 6, 9'-0" X 18%�b" ,♦ / � � � � B �''� � \ PARKING STALL `-, � � �;�,� S / - • � `� 9'�0"�18'-0" � 2 OPENING � SLAB A ��� � ._ -�'"� �. C � �� � � � � OWNER/DEVELOPER t° � PTD. STEEL PIPE— � r_ � � � � � � � _ '" � --- �-- � f � VAIL RESORTS i� � — GUARDRAIL (PT-1) � � � �? �' k� � ` `� � 34 RE: 5/A203 (SIM) � � ' t PARKING STALL / DEVELOPMENT \ PARKING STALL I on 9�-0" X 18%�6" . » , » � — � f�, ' , . COMPANY o '�e �,s -o � I � �' ' � 2� ' ' � " ,�� � 23 ' / °-. PTD. STRIPES � N AVON, COLOftADO � PAR ING ` NP U.O.N. - -_ � a? � �STi��L '/ ELEViaTOR ELE.�LOBBY ' � � ) J -- P201 16 � � a, — 35 � 9�- » X T.O.CONC. SLAB PARKING STALL / ARCHITECT \ PARKING STALL 16'�-6"� �i E�,= 8177�_ �� 5 0.. � 9'-0" ��" 42 40 ' � J �9'�0" X 18'-0„ FEC 1(�) / I — � � ARC H ITECTU R E / ?2 " � PARKING STALL \ � S AI UP '-0" X 18'-0" � � — Denver, Colorado - � -- �.. 5 _' — y � � 3+_4"� TlP. / ' PARKING STALL / Moxxo�Ur� �cn�F.Rxs, arc 9+_O» �, ,,,•/� D AVON, COLORADO n � `l) \ � � S N � � / � _ �D����oc - / � �pA ' �KING STALL � _ �-�-- - F O 1 A 9'-0" X 18'-0" _ zarmscarE Axc�cr p --_ „ �rExx assocrn�s r �_ � "� �—� �_ DENVER, COLORADO � �LN � ��'=4 � o � SHAFT - 14 � �- SHERRY DOItRARD / / N 36 ' " � � S9 � S P203 - PARKING � 9 AR�KINX STSAL�L / van., coi.oxano P�(RKING STALL / � �l•J�v I J�'sH WITH GARAGE 11/-0 X � � �: ��- ' UPPER �(B P200 / � p��coa��s�n�c. / � E � / / P RA KING STALL I 24�-�„ DR'vE � � / N 3 �/ / 37 / � `� -_.9'-0» x i s'—o" ' — °°- � PARKING STALL 11'-0" X 18'- " � / ``�'� \ AMP EDGE � � PARKING STALL / a? A201 / � � � � � � 9'-0" X 18�6" � A401 PROJECT N0: 20830.01 � CONC. 6CALFWALL, PTD. STEEL IPE � � ISSUE ISSUE ISSUE / � � RE: S UCTURAL DWGS. � � GUARDRAIL ( T-1) / � '� N0. DATE DESCRIPTION � / / �9 RE: 5/A203 (�SIM) / 38 23, / PARkING STAL� \ � ` = 08.25.03 DD PRICING ���) 9' 0" X 1 0" � T� C�OfVC. WALL FARKING STALC�� I 2 "--- � _ 9.15.03 FINAL DD � � � �.. � � �3 - A.F.F. � 8 � X 1 8 0 P A R K I N G S T A L L / 1 0.1 0.0 3 D C O O R D I N A T I O N // PAR KING STAL�C / \ � � � / 9�-�H ��b„ F - 10.31.03 ISSUE FOR GMP / 9'�0" X 1,�"=0" / \ � � / � - 11.19.03 DRB , � � PARKING STALL\\ I - ---�- f � � 40 j � � g'-\g" X �g'_p^ ' - 12.15.03 DRB RE-ISSUE / PARKING STAL� / "-- -� 01 1.06.04 ISSUE FOR CONSTR. 9�10�� �� 0,. � ,� \ \ � r � 1� �- -� Q 7 / / �2,, \ � \ �o PARKING STALL�/ / /41 P,(�RKING STAL \ cy� 9 -� �� ? , ARKlING STALL,/ 8'��" X 18'-0" � / 8� , � 9'- " X 18' 0" / s• �O� � r � v 207 \ EC 2 B � ` � — '` '- -- � cy% /� L8 � C , PARKING STALL / � ,� � EMER CY GENERATOR, , „ , „ / �� RE: MEC ICAL DWGS. 9 -� �$'� ceR00M� �� � � � / �� P207 �� �, � � � o � � �� .� � g —.— — 6' � � / o PARKING STALL��/ � o •• 9 -0 X 18-� `�• / 3 �/ / � o �-{ 28• ^� PARKING STAL�L � z ,i / — .s, 9.10„ X �� o„ � I � `�/ . — , 7 / / j _ �oy / 4 �/ / � � '' � // PARKING STAL�C ^� �� � 9'�0" X 1,�'-0" / _ � � � 206 1A / 5 �/ � � � FEC 2(B� o GORS CSSB% DRlyB� // PARKING STAL�C 44 � I \ ELECTRICAL � o �, � 9' 0" X 1 -p" 0 \ � I ROOM ,, - � �� � '� � $ P206 O v st�'� Q 1� � � � F C �M \ I 7 PA ING ST�ALL � � � / �jr 6 PA KING 1�ALL X 18 -0° '� 4� o q Q a � `�8� �� 6'-11$" PAI�KI G S'i'��, �- " X 1 -0" I � q [3 ❑ d x� I s" i ; � � 3� o» � K � `�Q �, �205 � \ " �A \ I � �3,� , ROOM � - / P205 10'-0" �$'—�'� N Vail Park & Garage �, ��,�68,_���� � 26,_o» �, at Lots P-3 & J �� ��—s�„ 18 = . ,� 16 - �� 12 14 LOTS P-3 & J I � �� GARAGE � N � , LEVEL 1 � r� FLOOR PLAN ��� :d,��:,,. �=��� 1 GARAGE — LEVEL 1 �FLO OR PLAN � � A102 NOTE: REFER 1 1/A511 FOR WALL TYPES SCALE: 1 f 8" = i'-0" 9� � '��- O� �t � 5'��' ��v - ,�d� A� o� ��v � f� 2�� � ,` 3 �s�_ » , fj�, �`� o S�D A�c���.;� :, � �� � 2��_��.. 5 • �8.`9� f'1 I 7 . - � 9 _9„ / � rT] 2g'_ ^ . q 2 ' s.. 9 O �. � A701 � � � � � � � � . � � � � � r 1 D . ° � i oN � � � � . � i ' � � � / �3 / I � 3. .M / � � � � ;`�,� ...z: C 73 I / .: " ° . P KING STAL / I � f � �.�;_ (, ;�� � � ,�� � °>� , � 9 -0 X '�8 - 72 I � / ; .��. .:. � ' , STAi R / PAF�I NG S ALL � I I / 9� �0'� X 18�-0 � / s_ �K' � P30 I �� I � �,. � O + / PAf,�KING S ALL � I co � / 9' 0" X 1��-0 / �� a�` �--1 � I / � PAF�KING $TA O PARKING S ALL / � � � 1 N FEC (SM) I 9 0 X � 9�10" X 1 �-6 � 68 / E"� � I � � / / PARKING S�fALL � / �n p..+ � , � , � I I � n ' / I V1 A3 �- — ,_ j j 4 �ln x � -�rArc(�Irv� s�rALL / � � � - -- � , � I � 9' 0'� X 16'-6 66 ` 74 PARKING STALL � I / � I AR�ING S ALL �65 / I � � � 9 — ' 18'-0" T.O.CONC. Sl�4B I / '-9'' X 1��_0" _1 � J EL.= 8163'-10" � `__ � ARyCINX S 0� �64 I ~� F� ^ \ � r� � A KING STALL � N � _ I '�9" X 15 -9 � P� - — — S�OpE p � � / I � � � ' -- — 75 �wN C� S9. I � � �' � _ � \ PARKING STALL � ° MAX. I � ,,,,� E s'�s» x i s'—o" , _ - `� � N N_ � �_ _� � _ � � O 59 '-' � PARKING STALL / �3 _ ._- — _ 6+ 9'-0'� X 18=�6" B �9`30� -.-- 76 �- _ / � �s / / \ PARKING STALL � OWNER/DEVELOPER 9����'$�—° � �i � _ _ VAIL RESORTS � � � � ._ � - - - - - - � � – — � PTD. STEEL PIPE � � 58 DEVELOPMENT in — -- ' GUARDRAIL (PT-1) ' ' PARKING ST��� �' �� RE: 5/A203 (SIM) / I _ oo �> 9 -0 �8 -0 COMPANY \ PARKING STALL I / �_ i / AVON, COLOftADO ° '�0" X 18'-0" I I ' o � 0 � N � •�� � AR�ING / ELE. LOBB ' � � — — _ � � � ELEVATOR P3 0 57 a� ARCHITECT � ST LL '/ - ,. . . � _ _ — 9, , » ,X T� A B �„ r�°*► � 9 AR�KINX ST�»/ , 42�40 \ PARKING STALL � 16�-6 � �� � EC 1(SM) 5'-0 p / � ARCH ITECTU RE " < <f �9'�0"�18'-0" � / 63 Z / Denver, Colorado _ � PARKING STALL WHEEL STOP � — - � - � TAIR UP '=0" X 18'-0" I U, g 1 — STRUCTURAL BNGINEER 1 ' P _� ^— � MONROE dc NEWELL ENGINEERS, INC PARKING STALL / evoN, cot.oxnno � � s�—oH x �a�" p � �G� � � N / � >c / _ ess coxsur,Tnx�rss, nac � � � � \ � / / — _ n�xvEx, co / S.� ' �KING STALL�� �` �S�ECO oxnno � �,oF 9 -0 X 18 —0 , �rTx assocu��s -._. „ — � & � � O��'N �C, ' SHAFT �A ��'=4 „- - _'__-� � � _- v�nu�»coioRx�nno 79 � s ���-�' ' P303 _ J_ - � PARKING STALL / � g / GARAGE PARKIN � �� � �� CIVII. ENGINEER de SURVEYOR P�RKING STAL�. / / � ° M,� � / P300 9 -� �� PEAK LAND CONSULTANTS, arc. 1 '-0" X 18,C0" ' / vnn, coi.oxnno I' i � N 0 / / / P RKING STALL I / �". -._._ � ` � / 80 � •�`� �9�� _--8�-�y 54 °� PROJECT N0. 20830.01 � � � PARKING STALL � —' � PARKING STALL / • 11%0" X 18'-� / / �� � � � ,� � 9�_�» �s�j� � A401 ISSUE ISSUE ISSUE � / � / RAMP EDGE » / � � N0. DATE DESCRIPTION / � / 2�,_0 / 8.25.03 DD PRICING � / 81 �/ � � DRNE �`NE -- - 09.15.03 FINAL DD 2 2 , � PARKING STAL�[. � 53 � - 10.10.03 D COORDINATION �� 9 �0 X 1,�'-0 / � � PARKING STALL / � � � 9'-0" X 18f0" �- - 10.31.03 ISSUE FO R G M P �y � / / 82 �/ / PTD. STEEL PIPE / / / - 11.19.03 DRB � PARKING STAL�C GUARDRAIL PT-2 / - � 9'�0" X 1,�'-0" / � RE: 5/A203( (SIM) / 1 / - '"�� 01 1.06.04 ISSUE FOR CONSTR. , / � � . �� �J---._ 83 -/ / PAR I N G STAL�C � � � 52 � +� �� » / � r PARKING STALL / 9 0 / 1,�'-� �/O 9,_�„ �8=�b„ � / �8 ti ARKING STALL / � � � / N 28;s1 i s'—o/ x ,$'�" � ' 1 — _ _ _ a 0+� � / / 51 "" c�o o� / 42 -/ / PARKING STALL / ' ry� / � PARKING STAL�[. � 9�-0" X�8=�6" � g'-�p" X 1,8"-0" / �O,o� " - � � � OO � / / /� PARKI G3 STAL�L � / � ��� —' 9.1p,� X ��r 0„ Sg� � 5p � - � 7 / PARKING STALL / 6 / / // "�: s'—o" �s�6„ H . � � 44 �/ � 28, / PAR ING STAL�L ` � _ `s, 9'�0" X 1,�'�-0" / / _ --�� / // ` �_� , 45 -/ � // PAR ING STAL�C — -"'� ' / 9'�0" X 1,�'-0" � — / ` � O GOAg CRBB% DBIVg�"� � / 46 �/ � � � � � , o � ����� � PARK I N G STAL�C 44.0, I I .. � I 9�1�„ x ��g,'-0 \ \ 49 1 a��t� Q� , � � / \ l RKING S�ALL 47 48 d�3C� � Q p �i PARKING T L PA`�KING ST/�LL 1 ' 9'� X 18'-0" /� , ,. , ,. � � �, , „ , a - 28, . / 10 �9 X 1 �0 10 —9 X 18 —0 ' � q�6� .sy � � � � I _ K � � FEC 1(SM) \ � � '� �1 \ l \ - �— ,�p„ 10 / 18,_0„ N Vail Park & Garage � � at Lots P-3 & J � I � 26�—o" ,� g .�",='' �O � �� � 16 _ 12 � �- LOTS P-3 & J GARAGE . - N LEVEL 2 .�q : ,�: FLOOR PLAN � ." M ��� ;Z,y.� � _ � 1 GARAGE — LEVEL 2 6 FLO�R PLAN - � A103 , -- � NOTE: REFER 11/A511 FOR WALL TYPES SCALE: 1/8" — 1'-0" � I ' � � a� �4����� ,' =�`��� ' °�r� � 1 t�� +�3�1 �. . 3 �� i� �� ��` �'�� ���'�` ,��`°�,�'� � ���o ���,��� .�� ' 2''���" \ " J 8, P � _9., � -- 1 7 1 � _ s _9� - � , A Zs�_6� � � 9 W � � o � _ , � � _ , o � � � _ - � 9 Q � w / � � � � , oN � � / `` A501 � �' � � / � 1 � C � , I � � _ / � � � �� ; �' _-� � \ / S � � ''�V 6 a� 1 ` � , f��'r' .q' � / ` ``(( � a C 3 `25/ � L f.e,.�l� '\ ' �� x.� \ t0 ,'�� �� O � � > � \ _ / � �' 3y =.. _ 1 G � '�a � �v � / � `� � _- � 104 / ��� _ q,3p� , PARKING STALL � [-� � � � -8"� � 9'-0" MIN. X �i ' `� � �1�0" MIN. � a � � � � T.O.TRENC DRAIN ^ � 15,-4» \ ` EL.= +/ 155'-6" � � � ` E pq � — M--� --- -___ I� � � ` / 103 �' '-- � � ` / 105 ' `�� PARKING STALL / '', , �� , » � � � / PARKING STALL 9 -� �8� � L� / , � � � �9'-0" X 18'-0" / -' � `��, ` � MECHANICAL �A � -- BELO � '- -- ROOM N _ CONCREfE'�tAU�S ____ �� - _ P405 � ' 10 � RE: PLUMBING Z2 � '-- 3 / - DWGS. PARKING STALL / q3 `� � ]06 � ' g�_�" �g:�» B `, �� � FL00¢� DRAIN / PARKING ST LL � , ` RE: PLUMBING DWGS. '.1 X 181-0" s / � � � 4 — -_ ' � _ �-- - � � �41 1 OWNER/DEVELOPER � � 1 1 � � - � � � � � � � 1 �° � ` f , — — ��" VAIL RESORTS N � -� 1(B) � — PARKING1STALL / t ���y� DEVELOPMENT � ' �'�-� I PAR ING STALL � 1 g�_p� X 1$/�� ��" O � ` ' 9=0".�18'-0" � / � ,��� COMPANY i �� ' o - ` / .��,YN AVON, COLORADO �" � ELEVATOR ELE. LOBBY pN � - \ `. —' -- --_ .._ � ���w °0 P4 LOPE 01 100 � Q, / T.O.CONC. LAB /� � �P� ' PARKING STALL / � ';� ' ARCHITECT - � � \ � '� EL.= �ss' �c �� 5�–o ,� 9'–°" ��„ ;���=� 42�40 — � 108 � � � AR C H ITECTU R E ' , � � PARKING STALL �� � � "'� - " ` � •�f' Denver, Colorado _ ' STAIR 1 UP 0" X 18'-0" � '� -"' -- -r�''" � P402 ''- 99 K�,-'- � / FEC 2(B) � � PARKIN����ST'ALL�/ Moxxo�Ux�ra.�c�, nac � � � � 1 9 -0 "18--�6 AVON, cot.oxAno ���r � �', / ' FAN� � 4"�^r / _ D a� Errc�Exs ; � ' PENING ' 'C�9 ° o �:�� ass coxsur.Tarrrs, u�c ; ABOVE/ �KING STALL �° � ���'` _ _____�--- '" nEtavER, coLOxano ; � �/ 9'� X 18'-0" � r . _ _R,- �assoc�s� � I EL ROOM�H 1 A ROOM � � "- _ v �y , °� �" '-- —�_ DEIWER, coi.oxnno / � ' P404 P403 ' _ - � r*it��' .��,.;� 98 �- SHERRY DOIt1fARD .---�'- / N n°�� -�� PARKING STALL / van., coLOxano .��'J'�'4" � _�� J'�� 9�—O�� X ,H�» CIVI1. ENGINEER de SURVEYOR � ' / v ��L`�� °' �""'" / � PEnx v�nII„�coi.oxnno S, nvc. / 10 � 1 A / PARKI G STALL I � Z �� .s�f Y;. / ' `� � �'�'' -- � / ' ,i�' FLOOR DRAI --9'.=0" X 18'-0'� 1 ��;,��-�°"' '" --- -, � � / `� RE: PLUM NG DWGS. ` -'- — °'-_ '�=�' 97 � �ry � � � � � GARAGE ,��` �� � PARKING STALL / ' � / �'"�-` ;` +.: 9'-0" X �" � A401 PROJECT N0: 20830.01 RAMP EDGE P400 ��,�? ��x '� ISSUE ISSUE ISSUE ,,_�., �.� �s�- '��, / .� -r-�iQ:" ��TE DESCRIPTION fi` �� � �� r - 08.2 03 DD PRICING ' ,., ��;r ;� � � 2 . / ' R='`�;�`' ``�� _ �3\ � ��,� ��`��� � s -- � 09.1�r��03 FINAL DD �>>� �� u�' � PARKING STALL / - 10.1 ,,.03 D COORDINATION d=' / `,' „ DRNE tANE �`��.� EXTENT OF GARAGE ABOVE PTD. STEEL PIPE �"�'24 -0 �°�. 9'-0" X 18=�6" / r,� -�;�� / F � .: . „� 10 1.03 ISSUE FOR GMP �s� �� � GUARDRAIL (PT-2) �,�" �� / - N' � ��,� 1 __;19.03 DRB � RE: 5�A203 (SIM) � ���'�URB �.z _ - �- - � _ i ���� - ���" � `' .� 1 .06.04 ISSUE FOR CONSTR. i � � �,��: �:�- � , ---. � � �, , � ��`r ��� 95 "'- � Q �o �� ��'��,PARKING STALL / �b "�, x,� �-O" X 8�" �� , °, � / � ��a ���� � ' ;��� �� y�,��� � �� '� �„` ,� 2�' / � F�j,'�j / �F-s /.k. �6'. �"s� �,. ti y� � � , �'.�� � --`. ��� w - j; j� � / 85 �/ // / ��� ' ���'�4 — � � `f '� `°' ` PARKING STAL�C � ��''" PARK� STALL / ' � �. � �. 9,10„ X 1 0° / �'- 1'- '�� ` j �� 9'-0„� ��� �;-`� -- :$°. / �.. �� � � _�, ���.�- �, _ � / . �:.�. , ;,�� `,� �„�,�'`" '' ��'�� I 86 �/ � ��� � / ��:� ��� ��'� r���;' I // PARKING STAL�C � � �� �� � � ���� ,� ��, �:; �= �,�„� 9.�0« X ��r 0„ �,,.�. � -- -� .� 1 r ��y,;;� ry / � 93 � "'a 6' � �;� PARKING STAL�'� <�.-� "�� Mx,�''j� , 87 / � � 9'-0,� X 8=�-�,•�, ��,;, �/ / -/ / =.�;�F � ;�� H �;��. 28� / PARKING STAL�C � �"� � �Y� �61 9.1a,. X �,�..� o» / �_�=� I / � _�-�� ,���'x � / � M� _ ��� :.��;�' � / 88 � � � SLOPE UP � 5% ._ -�--� .;�� .r�=` ' ��Y �� � PAR'KING STAL�- �s _ _.---''— �_ � --=-� : _ _ �• , � » '±�'/ �"a� �� ..=—= —"-- —— �i / 9 �0 X � ���' � � M�� _.. ---�� ' �. ,�.��° �.�,;=='.-A �. . � $�;� i�'s,��,�. :' .��� \ 92 '° -�>_ " ��; �^`�.�� ;�-; I�"0 p �.�&` E CEBB% D8IY8 '--�1 / �� / 89 �/ / ` � ' ARKING STA L '�� � -.-�;Y�-�- �0 $ �j / ��F'",ARKING STAL�[.. 44, . ' \ 1 '-9" X 18'�0" �a-- o _��=�. �� I� � .�-�' 0" X 1 -0" 0 � 91 �+�- _ - '-' � �� � � :��:�� � '� \ 9� ' F�,�4RKING STA � ��� �=��` �d1L� [�� � � 10'-9" X 18' 0 ' �`� �'�""= �" P�RKING A L \ �- ��'�'�� ��r �/ � t �;� " ...�=;=�" a�Cy � � p 2e, �"-�s � 10��9�� X � .�0,. ' ���,,.�- Q �,,� �;.�.-. �s` .�ya- FEC 1(� M) I \ I ` �� _�'%�.'r� � {J [3❑ ,��-�' � � K � � �° ��� \ � -- �� ` —� -_ __ � �� �.`�^� \ ' _ ---' O'+O� �� ._� �..�-ac�-°y�-��'"`-_-_".� - -LL�-- .�i �'-`�� � � F�'�' 18''��� N `� Vail��` �k & Garage :: � , �� \ y 6,_a„ , ,�.�. 2 �,, �:r��- ots P-3 & J . _� 18 ��:z ��.�- , „ .w��t 'o \ ' �-� � � _ -.��` � 6 �::a V �� 14 {��;� ��={ � 2 � LOTS P-3 & J . ,�� -�. _=���_� �`� --- GARAGE J N =_-=-_ -=-� �� �� LEVEL 3 ��4 "��� FLOOR PLAN � "�"r �F � � ` GARAGE — LEVEL 3 FLOOR PLAN ;� 1 ,�56 � � 104 NOTE: REFER 11/A511 FOR WALL TYPES SCALE: 1/8" - 1'-0" � - � , � , r � � 1 � ' 4 r SHEET NOTES: 1. SEE SHEET A601 FOR �� (; � DOOR. WINDOW AND LOUVER '��- Q ` P TYPES �'`� n Y ��� � � P� � 2. REFER TO SPECIFICATION . RA ,�L FOR MATERIAL DESCRIPTIOON ��„�� .flN AND INSTALlATION �2'� » �" 1<'�5" �2 3R SEE SPEC. SECTION 09999 ��C ����� Ci� � S � p3 � P3 FOR DOOR SCHEDULE �i�f�.D a�C�1'��' � p 3��9" 4. SEE DETAIL 11/A511 FOR Pq 3'—s» q P : P4 WALL TYPES , ��_��y 4 /�� � � � �����" �� _ B ' � _ � � P5 pg / � — �_ � � PS `` / 6',4,. � 6',4» / � � _` � ` ` �� �` .. _ � — � «�• � . � •y . , `_ \ _ ` 1` `'',` `;' � � / _ � ��` ``• ,q2 3 / _ N "•`•,� �� � -� 405 N � � o � ', � � �� o .F: ° :�:' ` � r"`y � ,�j N ~`� ,_8�� � � `•� 3 � 6 1 0=A3p2 .i;� � — A511 'A3p / � .��' � � — � (wY'_ p� � �°r� ' � �� / � �1 •' • �� �I � � ELEVATOR � ELEVATOR ELE. LO BY �4 .•�' ELE. LOBB � • �'' P401 � P20 �, � ti \ � �� :� � � �'� �r� �3 � , � •;Y•; �' �. i — : ,��, . � i� 2 A3p �;� ,`�: 4 z A3� `v' :`� � 6 _ ` ,� ' / 2 .� i� ' `y: ` ���`� ��� �' .:'. ��t� � ' A70 '� �j''�� � �� ` V� ... � �¢- A701 °_�Y� � 4.` _ F-';,d�"�g. _ ..y5'�v :��...:. .` ` � I �� ��� ` f �� ^.� P p �;�;Y. •;: � � pD .�}n ` � � -�. �� t y � �1 ���� ��.' Y"�f�� , / ���r � I �f,, / p,. � � ' �S ' O � � ``'i _ u _� UP � wy p �, STAIR 1 �� a ` , � 2 40 ` / �, P202 , [� � �,�: A511 3 � y�` � `, ,,: A 1 `I ,`�'�s:}` � , "iz���r I � � •��, ' � ` K \ f x�, _ r. �. , 51A K , , , r •°s - � • P402 °'- � � f ���� �N STAND PIPE, � � O � ys � �y , �;{ RE: PLUMBING �,,• � I y,, "°� DWGS �.�...� �� P 1 q303 j ��ti .� � _ L9 f�E =A3p3 / �m �_� � , � E � ':, � :�� � '`'' � � ,. ;;;, � � + Sy• ��II b ` � _ , i f ` _ � ( },`.s... � �` ` � � '.'.l _ / �` _ �p; 'r � • �.• E�.EV MACH. � �� r-�°° ` ;,, RbOM ° 4 ` o .��.A` / � `! `"_. . P404 � � � A51 � ¢;�;.,, �_ _ � '� ' . SHAFT ABOVE � � /�� ,,� / '•r' ,� : }. 2 `y O t � � ,y� o �\ � � � A511 404 1 1 � M � , `' �;'-'�`` % � S FT �� SHAFT � A� 4;,�;;' �, P 03 '<:• ROOM ` v ``��L•, P403 `�� �-�� `� � OWNEft/DEVELOPER / � ` AC USTICAL ACOUSTICAL , °` INS LATION ',,- �� ���s- � RE: SPEC. VAIL RESORTS �}' INSULATION �� �;,�'s" �' -� �� �`�r�� DEVELOPMENT ,, ����'� ., ��-'� � <:��.;r`� ,� C�MPANY � :� � ,,�����' � AVON, COLORADO > .�=,,r� � .� , � 8 �Ir" 1 �, �::;' ' `��: � A511 �..I j 4� ���`y C�� ARCHITECT �' ` � ,.4wfr`r 42�40 N �^� «A� � W a�} �fi �� .�ra��� AR C H ITECTU R E ���� '{�.� Denver, Colorado - , PAVILLION LEVEL 3�5CORE PLAN ��t� �,}.��' PAVILLION LEVEL 1��C�RE PLAN �U�. �G� 4 �•�:�:+' � MONROE dc NEWELL ENGINEERS, INC � F.."�„a=o�l' . � f^�� AVON. COLORADO � �.��: MEP ENGINEERS ,1,��{` ABS CONSULTANTS, INC '� �`"��, �:�,,_,� — DENVER. COLORADO ',;�� �,.��« P• `�Ye��a 7fe �� �'� l�$$0 C�F.� �',�ss� DENVER�&�LORAD� rv��` �� ��{ SHERRY DOKWARD .(/'� �� � VAII., COLORADO 4'sIh 3� �2'��� P� �`,�X' ��� �2' � CNII. ENGINEER de SURVEYOR �i'" '�� �S" � PEAK LAND CONSULTANTS, INC. '�,`•" � P3 <�jF�;�- y r p3 2 ��., �o��o r s�' ~�'� l ` q202 3�,9„ ;,� P �� � � 3. �'A , , p4 ����= .� � a521 RooF u�—aa�vE �s� p . ��.�f ,. �.` , 4 � 7���» P „�`;�� � �-��; � �r �''���' �- ` �1 • PROJECT N0. 20830.01 pg — � , 5 �,.�� Q ' ��:,� — � _ I� �'S issuE issuE issuE _� � 6 �4�� ��'� `��� � � � � '_4., N0. DATE DESCRIPTION � � ` ��� _ ,��-,4a'� ��},�� �� � �_ �` _ � � I - 8.25.0 DD PRICING 1 � ` , I �1�t7� ~� ` _ � � ��, , � ���� � ��' / �� � � �— �l 9.15.03 FINAL DD �. :• y�> A t. / � � � ` ` � , � � .�`� A2�3 � �A¢� � A3p I � I / A� . � 1` � ` � >> � — 10.31�.03 ISSUEOFORN6MP `4 N�, rs,`� _ l , 'n� 1 _1 \ N / �y��� j� a� �� � �-�^ / ; E � �` 1 �', �� A521 - 11.19.03 DRB ,�...- / c� � : _` `�'s"J p P 101 � � " � ``' � .����` �- A -�" � � _ �� -- � / � L � 01 1.06.04 ISSUE FOR CONSTR. / I �1� � � �Nrv4�� � / • � � i' �� �.� l�n_ l� / • HSO ^ly��r / � � � 9 - ti J I 'U��r I � /� � � ���`� �r 5 U U / `� �� � ,�,",;�n � '�°� 4 1 p / P I ��, pC � ~ � 52 � � C ��F� � � ��,-� � A � ELE. LOB _��;1,��' �� —�,r / ELEVATOR P301 �f,�°-� 2 A3 � j ,� ELEVATOR / I � 0 . ` , �;,� � � � � � � . \ .'�'� � � � � / �� ' � � � — :� a2 �� � � o � / d- r ��rt�° 2 �,. � 1 / :;: ,�, =at$� ^ / � / '� / ` 7 ,µ,=. � �A3� � � 5 ��{* Q � ` ` .r y � A/U1 a°s'�,s` qs �S "' _ / � ATOO rd�`i,!' / � � 2 � � � ,��;,,� � � STAIR � -� � /� I '' �"°�'� � � P 10 ,r D � �<� Pp / � � • 'ti'� �,x � � � M _ , , .� �¢� , �� 0 a� � �� � nr -�.. 3 ��'' , a . , _ , a, � o ` -� .�: � , UP �,� � — � ��� ,,/-� �` _ / I '��,�`# / I �.. I � r ,' � � :� , � _ �f,r��r�� O � � D _ �� I I l '�� � STAI R 1 , _ � A3p / � - / , ,� " ��i � yi' P302 � �,,��r � D � , � � �, � / �„� v- /— 4 �� � N ,h;� / / , C� � ,�ir p� D I l ' GORg CR$BS DRIVB� ` ��� / o r � , / / _ �{� � � \ � �r�� � �� � �`�� � _ e`�a $� -W � 1 q � r'���"' � � �' I � 3 � ;�s a��ti� � /� 303 � � .-f�'/ / r � � � � / �� E • � •. :�,. ,��; E ; � �► � � � � ,�{;� � � �� � l � 'r�, I �2 ��� Q�C3 � 4 p i� �- `_ ` P:�f , � , � .� � � .;� l ' � � q D o � / SHAFT FAN �'>>>� / ` � �r CO C. SHELF *�� ` ♦ ` / , / � �Q _ � t;�`7 ` � S Ff � ��� � � l � A52j =� P / � �? { �� , I I f � ` SHAFT ��� ` � � _ M / / � � � � P303 �� � � -� � ��+� � `� \ �� N�- � � � ,, � � Vail Park & Garage � � � / � � �— � ,� at Lots P 3 & J y� ` / � � �` � O � � ` , � -s� 5 2 y � ` � `` / / ,n s� � _` � � 303 , $~ ` ` � �� � + ,, �� ,, 4 _ 5. � �/ LOTS P-3 & J � ��' �" �`�' �02 - , �. , � , .,� . ��o �co PAVILION - N CORE PLANS fu f - - PAVILLION LEVEL 2 CORE PLAN `�`� � �,� � PAVILLI�N PARK LEVEL CORE PLAN .A 111 3 ,�66 1 ,�92 -� SCALE: 1/4" — 1'-0" ��'� ��� '�� � �� ����, ;, � �'1 E �i� . - �33 ���� �� ���;_ �.' ��,�Sh �4?� �/Ca�,� ��C,� P3 sEp A�C,,�� pq 3�_9y � � l��d P� �.._ ��'��" P4 �1 PB EC._8 R CCN� r'S �%4.F,F 6',4.. . � � / , . -... . .�,Q , -``� � � - � ,N � • ` , ESTIBtJLE . � o '' , t07 , ' W ' (� � O . P�ST t�(� . E�., ��� �FI�� � ° � ���..A.F � - , , O � . . O - � pC • � � � , MEfAL DECKING � ' RE: S RUCTURAL DWGS. / / � � � �, °`� � � M .. ._. �.: �.� 30" x 30" PTD. ACCESS � ��� PD / DOOR (PT-1) ` � " ,;:x= s ..< � :sr' ' � �� � ��� � � E , � � PAINTED MEi'AL DECKING � �i , / / RE: STRUCTURAL DWGS. V 1 � r -- �' � F--� M�� r".'� PE T & c � � � EC. 8. �6!LIN� � A�F F � SHX�FT ACOUSTICAL INSULATION, P 03 RE: SPEC. / � STAINED HEAVY TIMBER FRAME AND DECK (PT-2) � RE: STRUCTURAL DWGS � OWNER/DEVELOPER � � � VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT . � �42�40 , ARC H ITECTU R E PAVILLION PARK LEVEL REFLECTED CEILING PLAN Denver, Colorado • 2 AFP92 STRUCTURAi, $NGINEER MONROE dc NEWELL ENGINEERS, INC � AVON. COLORADO I�P ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO p� �S��E ��� � �SO��►�S DEIWER, COLORADO � _ SHEARY DORWARD 3" COPPER 3��0" vnu., coLOxnno DOWNSPOUT 12',5„ P2 CNII. ENGINEER k SIJitVEYOR P� PEAK LAND CONSULTANTS, INC. a- COPPER FLASHING vnn, cor.oxnno P,C� N � ° , (TYPICAL) 3►_9„ COPPER FLASHING (TYPICAL) P4 o � p��i �� i � ° p ° ���� ° 8' 2�» �'�1" /� PROJECT N0: 20830.01 � p � o n � o v !„"5 6', » ISSUE ISSUE ISSUE Pg � D a p 2�—��„ 4 N0. DATE DESCRIPTION — 10.31.03 ISSUE FOR GMP + p ° � 2��8�n CONCRETE ° , 2 — 11.19.03 DRB R00� TILES o D p _ 01 1.06.04 ISSUE FOR CONSTR. D �_`� � I , N Q � S�, �= ` 6" HALF ROUND � p � \SLOpE � COPPER GUTTER—\ , ° � �� , / � . SLOPE GUTTER TO ° � �� � BOTH DOWNSPOUTS � COP�PER CHIMNEY HOOD ^a � ^ a PC � , � p � p D � p p G a a ° C PPER SNOW p A \ D � a o ` ° F�NCE A � � p w' � P � � 0 rI' G D o ` � / o c n o C D p ^ � p A � D � � w w p p G O � � � � p D a p � � p � PO n a n a D C � p / � � D D S�p � p � � � COPPER STANDING D D �� D � � � A � SEAM MEfAL ROOF � p ° `� ALIGN SEAMS WITH o � ° o ° D` a p � D ` p RAFfERS BELOW p D o ° A o �_ p p p D D p � � p o n a ° D ' ° COPPER SNOW D v' � o p A p ° ° FENCE A � ° D ° D p c D � n �08$ CRSB6 DRIVg n a a D o ° 3" COPPER � o ° o ° o a n � � � DOWNSPOU � A o a � D � o V►1L� � f� � D � o Cr3 C � � � (y � � p G A � O�� � V" p ° ° QD �. o � p n a D p . N pO �� � � � p p � � � �/ P � � ��Q � p � � D ,O, � p Q p p � � o � / TI�LES RETE ROOF � c� 0 0 o � a D Vail Park & Garage at Lots P-3 & J / 8' . —�p�3» - 8�_,�„ LOTS P-3 & J PAVILION ROOF PLAN . �j � & RCP �� �� ��Y� A. 121 � �� 1 PAVILLION ROOF P�LAN SCALE: 1/4" - 1'-0" � �� _� � �� , 3 B A202 - �� � � � � � � � � � � � � � � � � � o � � � � �� , �� d� � � r � � D I �'� �`� - K F., F I . � � ' � �i� o� 1 � ��� °� ,` . � c, � c��sF�J �3����� I ' I � A � I I ' STONE VENEER SUPPORT I ( � I .L T.O_ WAL L _ ■ /oci nw � e�incnenr n�i ri ni 1 � EL.= 8195-0" —�----v-- -- � � � ' ����.,,. �.,�.��.,�� � � ��.. ���..� I I PAINTED METAL GUARDRAIL (PT-1) T.O. WALL T.O. WALL T.O. WALL ''�d' ' I (RE: 7/A501) � EL.= 8196'-3" � EL.= 8195'-10" � EL.= 8195�-5" a T.O. 1 EXTENT OF LANDSCAPE BURM ON WALL � � � EL.= ' 7" LANDSCAPE BERM (RE: LANOSCAPE DWGS.) -- - _ __ , � �_ �_ _. . -__ � � � � � � � ROUGH STONE VENE � - - _ � - - -- ------ - - - - - - - T.O. WALL _ - _ __ _ - _ _ - _.-_ _ - - - _ - - - �� 7 - _ _ --- - - - _ _ EL.= 8194'-2 � � - _ - _ _ - _ - � _ _ _ - _ , _ _ _ � a _ _ _ _ _ _ _ _ _ � - Y - - - - - - - - -- - - -_ _ --_ - - _ _-- _ _- - _ - - - --- _ _ - - - __ - -_ _ - _ - _ _ o � �_"� � rr�r�i - - - - - - - - - - - - - - - - — - — - — _ _ _ — — — — - FINISH CONC. � � .. �..�....w .:a. ,� .;.. ,K _..�.... _ _ _ — _ — — — _ - - _ - _ - - -� - -- - - — _ _- _ _ _ EL.= 8190'-0 � I ��` i � i i�i� i ii�li� i � i""��.�... ... t � ., _ -'- - - y — - - — _ - - -- _ - - - _ - - _ - _ - _ - s _ � _ � _ _ - � - � _ ffi � - - � - - _ - _ � Ii■r i �i■`�ir,� i � t'r■fi�f i �iY i �^r"t� i �w�f �"i y�.. �. ,,;�--"": , ; _ �. „�"` •- � w..� � s _., __...._. - N,. _. _ _ _ _ _ _ _ _ - I � I �' I...""� I y�`�� ..�j..� �:• =``�"'i,�� •,�F I � I�s��. = __ �_.....,.K., < ti _ — " - - - _ _ _ _ - _ _ — _ — � '"i1 � � y�-��°_�_"�.� I"�'�I, �I•c� I�� I� `I ��I I' � i r., --' � I r� h �•...t.%�_7_:� :T�..�N�� `i. �'..P � I �° I µ,.�..,,.. . ; — ' — — — — — — — � I 142�2 ��"`;~_�...•�,� - - _ - _ �'°�` I • -� _ _ - _ - _ - �::• . : � ( � _ _ _�....�. � � I � I " �. � u.� _ _ _ _ _ '`� a I•-.. L . "�.z: ( .�-�'-r`fi�i-i�s ; .Muo< � I _ ._..�.. - _ _ - � .:� �� � � � � � � � � � � � � � � � � � � � � � � � - ���. 7 I - - - ,.J�,z,�. . . � <`��>. �,,. � "�I �� �I� ,¢ Q � r � - �� Iy,%w.,.,`,�M.. " ' - � � � I � ' � I ' � � i �� I��ir ,�_ ,. � E"'� , ,.�...�,. I _ �=-�'�•M���--�"'� GARAGE LEVEL �+ l— — — - - — — — -� - - - I - - - - - - - - I —' — - - —I — -�■i-�=�� � EL.= 8178'-0 � � � � GARAGE ELEVATION — EAST � � 1 3 .,�r � c a � I � � E-+ � � � � I � 1 � � � � � � I � I � � � ' OWNER/DEVELOPER � � VAIL RESORTS CAPING RE: LANDSCAPE DWGS. ' I DEVELOPMENT - LANDS t ) ' COMPANY PAINTED METAL GUAf�DRAIL (PT-1) ' (RE: 7/A501) AVON, COLORADO ROUGH STONE VENE R ' ' ' ' ARCHITECT .---� 42�40 � . - --- - I ARCHITECTURE • Denver, Colorado , - - _ - — STRUCPfJRAL SNGINEER � � � � � � � � � � � � � � � � � � � � � � � � � � — — HONROE de NERELL ENGIIQEERS, INC _ _ AVON. COLORADO " MEP ENGINEERS — — — — ABS CONSULTANTS. INC ` - - DENIIVER, COLORADO ' - - � � LANDSCAPE ARCHTfECf _ � _ .� _ m — / / / / /� / /� /� / — _ _ — _ _ _ _ _ _ _ / / // / // // // // /// // // /// // // // // / � 11ENK AS50CIATE5 ` ' ^ / / / / / / / / DENVER, COLORADO ;�„ , i..�. _ — _ — _ / � � / � // / �� �/ / / // � / / � / & _ SBERRY DORI/ARD — _— / / / / / // / / // / / // / / / / ( VAIL, COLORADO ....._�� . � - / // / / // / / // / / .`./ .. ./`<',/ / / — / / / / I I CIVIL ENG� LORADO VEYOB I /•' / _ PEAK LAND CONSULTANTS. INC. I / / , / // /� // /� � / / / / / / / / / / _ I / / � / / � / � / — � I I I � i� � �/ � � / � — I PROJECT N0: 20830.01 i I � — � I I I — — I ISSUE ISSUE ISSUE I I I � — � I I I N0. DATE DESCRIPTION _ _ 2 I 8.25.Q DD PRICING I I I � — � I I ( �02 I - 09.15.03 FINAL DD - I � — — — — � —� � — — — — — — — — — -- — — — — — — — — — — — — — — — — � I - 10.31�.0 3 I S S U E�FO R 6 M P � — — — — — — — � — — — — — — — — — — — — — — — — — — — - - � � 2 GAR ELEVATION WEST ,,.,s.o3 DRB �� � � � � � � � � � � � � � � � � � � � � � � � � �� � n�.o2 _ I I � � � 12.15.03 DRB RE-ISSUE r � 01 1.06.04 ISSUE FOR CONSTR. ' ' ` �� � � ' � 7 5 � � 9 ' ..�s � T - ,� � � � � ' I ��� � ' ROUGH STONE VENEER ' PAINTED METAL GUARDRAIL (PT-1) ' ' ,: �. o PTD. STEE��HEADER (PT-1) 'o , STAINED PANEL AND BAITEN, I ' BATTEN ARE 16" O.C. ALIGNMENT � AS SHOWN (PT-3) ' . . WALL L ' T.O. WALL _ L = 819 '-10" - g " EL.= 8189'-0" T.O. WALL T.O. WALL 5 � EL.= 8193'-10" A501 EL.= 8192'-4" T.O. WALL T.O. WALL _ _ __ _ _ ___ _�, , �-� - -- -- - ROUGH STONE VENEER EL.= 8190'-10" EL.= 8190'-10" CRB$g DRipg� T.O. WAI.L �� � � � � EL.= 8194'-2" _ - -- -- --- I �oxB _ _ -- — -- - _ - _ - _ LANDSCAPING � ����� _ - - - - - - - - - _ - - -- (RE: LANDSCAPE DWGS.) �] - - - - - - - - - - - - a��L� LJ� � _ - _ - _ - -- - _ - _ - - _ _ _ _ _ � --- _ __ - 4� � fJ Q �i FINISH CONC. - - _ - _-- - — _ - - - - - — - —' — _ _ _ _ - EL.= 8190'-0" _ - _ _ _ _ _ - _ - _ - _ _ _ _ - - _ - - _ - __ _ - _ _ - _ - - - - – – — _ — — — - _ - - - � 9`�Q — _ - — o 0 0 0 0 0 0 0 0 — — - _ _ _ _ _ _ _ _ _ _ _ — � � , _ _ — _ - _ _ _ - � � � — _ _ _ _ — _ _ _ _ — _ — — _ _ — _ _ — _ _ — _ _ — _ — /� /�i � / _ — — _ — — � ��7 — _ — _ _ _ -- - — - - - - — - m � � � � ��� � � - _ — — �i � _ _ _ . —;���`�;;:�" � , i i � i i — _ z _ -- _ — - - - �� � _ _ — _ _ -- _ — — — — — — — —' _ — — — — — —4 / /•� � /// /� //%�� /� /�%�� / 'r t fi _ i g � _ — _ _ -- _ _ — / / � _ __ _ �r � � � � � , , � Vail Park & Garage '`" ' � at Lots P 3 & J - - — - - _ - - — _ - _ � - - m _ � _ _ _ _ - r�_,µl / // /� /� /�i /� /� /�i /� /� /�i � . ��. i .��. .� _ /� /�i /� /� /�i /� c - ffi - - � - — — — — — — - - � r i � � i i � � i � � i I _ _ _ _ _ _ _ _ _ _ ,..,�..:- `.� � i� i� � i i� � i� i� � �� i� � _ _ _ U _ _ � _ _ _- _ - _- _ _ _- _ - - � �,.� : .,� ir� � �i � �� �i � �� �i � �� i �� I I I I I / i � -- _ - - — _ - - - «. i, � -�,F: ��:. �., �- - - �'�� � I J i - _ R��� , � ,�;� LOTS P-3 & J _ - _ - .� , , , � , � , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , � , , � , , � , , , , , , , , , , , , , , , , , , , , , , ' � ,' , _ _ _ _ :, , ; �� - ,, , , , ,, , , ,, , ,, , ,, , ,, , , , ,, , ,, , , , , , , ,, , , , , , ,, , , ,, , , �, , , ,, , , ,, , , ,, , , ,, , , ,, , , ,, , , ,, ,, , , ,, , , ,, , , , , ,, i , i , i , , i , , i , , , � � , � i , � i , � i , � i , � � , ' � , ' � i ' � i ' � i ' � i ' � i ' � � ' ' � ' ' � ' ' � ' ' � ' ' � ' ' � ' ' ' � ' ' � ' �' � ' ' GARAGE LEVEL _ - - -.._ _ _ � � � 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� /�� �i%�%��� i /i �� �i� � EL.— $,�8 0 � � — — — — — — — — — — — ..._ _..._ _ _ — _._. ._._. _ _ GARAGE �� ROUGH STONE VENEER — — ._ ` — — ` -- —. ( I r J�' I - CUSTOM WOOD GARAGE DOOR (PT-2) � I — -- .— _. _ _ -J _. _ _ � I ELEVATIONS I I ' WALLS & LANDSCAPING (RE: LANDSCAPE) ' - —' — — — — -_. _ _ —' — — — — -I �. �-� J - _ _ _ ( , - , _ � � � A201 GARAGE ELEVATION — NORTH I _ I I I I 1 n�o2 I � SCALE: 1 4" — i'-0" ( � I � %*- , �., SHEET NOTES: --��... DOORE WIND W AND 0 VER ;� �� �� �o �� . , TYPES - �:�'p � �� 2. REFER TO SPECIFICATION , YR �,L FOR MATERIAL DESCRIPTIOON ��������� AND INSTALLATION � � PROCEDURES ��'�� �_'� � l/�� . �\'`�c,G P1 2 P2 P3 3 P4 P5 P5 P4 3 P3 P2 2 P1 �`��� ���'� A303 A303 A303 A303 T.O. CHIMNEY CAP � � T.O. CHIMNEY CAP _ _ EL.= 8212'-6" - - - - - - � 6 EL.= 8212'-6'� '�— 12 I I I I I �NTEG�,�Y I ! 6 6 I I I _ COLORED ° STUCCO COPPER � FLASHING w I I i I I I I � I I � T.O. RIDGE STAINED T.O. RIDGE _ _ EL.= 8207'-8" - - - - - - �2 �2 WOOD LINTEL EL.= 8207'-8" 12 12 � $� �$ (PT-2) $� �$ STAINED WOOD � � T.O. RIDGE T.O. RIDGE _ EL.= 8206'-0" � LOUVER (PT-3) EL.= 8206'-0" � � ROUGH STONE � °, � � � SILL COPPER CONCRETE STAINED WOOD GUTTER AND � � TI�LESRETE ROOF � ROOF TILES BEAM TAILS DOWNSPOUT STAINED WOOD (PT-2) COPPER � SHINGLES . • � STAINED . ;A. (PT-3) � SNOW FENCE _ � RE: STRUCTURAL L UVER ' � � I I STAINED A a� .�- - DWGS. --�--�- ��, STAINED WOOD , (PT-3) , WOOD BFAM � ��Tt� ` w�,�E RAFfER (PT-2) � . . , ' � - . (PT-2) O STAINED WOOD i..� S�AINDING SEAM � -��- �7_ -�-.�- RAFfER (PT-2) ' ' 1 3 SHA GLES OOD METAL ROOF � � 1 I . - J I I (PT-3) � � COPPER II I I I I �I I I I I � I I I I ____ cTeiNFn • � v � � GUITCI'C AIVD " " — STAIIVEU . - - � DOWNSPOUT • WOOD LINTEL WOOD BEAM ' (PT-2) (PT-2) , . � � STAINED ' PAINTED MEfAL ' �� WOOD BEAM I _ LOUVER (PT-1) � I • I I �"�� � (PT-2) / \ INTEGRALLY INTEGRALLY STAINED WOOD � STAINED WOOD . COLORED COLORED POST (PT-2) � POST PT-2 ' STUCCO STUCCO � � ) � ROUGH � ' q q ALUMINUM CLAD WOOD STONE BAND WINDOWS (PREFINISHED) ALUMINUM CLAD WOOD DOORS (PREFINISHED) � � _ � _ � _ _ _ � _ _ _ � ROUGH STONE VENEER _ _ _ _ _ _ - _ _ _ _ C _ ROUGH STONE PIER \ / - - EL=C+/B8191'-6" EL�.=C+/88191'-6" - _ - ROUGH STONE — — T — I I I I - I — I ENGAGED PIER OWNER/DEVELOPER T.O. STONE TERRACE _ ' _ _ _ _ _ _ - - ' T.O. STONE TERRACE VAIL RESORTS EL.= 8189'-6" � EL.= 8189'-6" DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT - 42�40 ARCHITECTURE Denver, Colorado STRUCT[7RAL BNGINEER �� 4 PAVILION ELEVATION — SOUTH 2 PAVILI4N ELEVATI�N — NORTH MONROE de NEAELL ENGINEERS. �� AEL01 �� MEP ENGI�NEERS ABS CONSULTANTS, INC DENVER, COLORADO ~ LANDSCAPE ARCHTPECT 1PENK ASSOCIATES DENVER, COLORADO � SHERRY DOR1fARD VAII., COLORADO P E � P D 2 P C � P B PA PA P B P C P D P E � CIVIL ENGINEER dc SURVEYOR A303 A302 A302 1 2 1 P� �����o S, n�C. A302 A302 A303 T.O. CHIMNEY CAP T.O. CHIMNEY CAP PROJECT N0: 20830.01 EL.= 8212'-6" EL= 8212'-6" ISSUE ISSUE ISSUE I � � � � COPPER CHIMNEY I I I � � N0. DATE DESCRIPTION HOOD AND CAP - 08.25.03 DD PRICING COPPER CHIMNEY COPPER CHIMNEY - 09.15.03 FINAL DD HOOD AND CAP HOOD POST - 10.10.03 D COORDINATION INTEGRALLY - 10.31.03 ISSUE FOR GMP I I I � ( COLORED STUCCO I I I I � - 11.19.03 DRB I , :I T.O. RIDGE ,� T.O. RIDGE I I - 12.15.03 DRB RE-ISSUE EL.= 8207'-8" EL.= 8207'-8" �, , nc n� �cc��r r�o nn�icTo I ( � • � VI 1•VV.VT WJVG �VI\ VVI\J11\. T.O. RIDGE COPPER RAFTER EL.= 8206�-0" AND BFAM TAIL � �2 COVER, TYP. COPPER $ FLASHING � STAINED WOOD � Q CONCREfE , LOUVER (PT-2) ROOF TILES I I CONCRETE _ CLIPPER ROOr TILC� — — COPPER GUTfER AND SNOW FENCE DOWNSPOUT STAINED WOOD RE: STRUCTURAL RAFTER (PT-2) g g DWGS. PAINTED METAL STAINED WOOD � 2 COPPER STAINDING TRIM (PT-2) SEAM MEi'AL ROOF STAINED �� LOUVER (PT-5) � � � � COPPER (P 0 2>BEAM . � INTEGRALLY GUTTER AND � COLORED DOWNSPOUTS STUCCO STAINED - - - STAINED T&G WOOD BEAM �--�- DECKING I I I • � � (PT-2) �� STAINED WOOD Ces$g nxrvg� PT-2 cox$ � � . , POST (PT-2) STAINED WOOD ' � � ��� PAINTED METAL BRACKET INTEGRALLY a�tv� �� � LOUVER ' - ROUGH STONE PT-2 COLORED (PT-1) • • �' SILL STAINED WOOD STUCCO �y�a 4 a o � ROUGH STONE BASE A A STONE TILE � q p ❑ TRIM (PT-2) I > �� BASE - - - • - - ALUMINUM CLAD WOOD STONE TERRACE � �3� _ - _ - � _ — " � - � - WINDOWS (PREFINISHED) - - - = EDGING T.O. STONE TERRACE — — — — • — EL.= 8189'-6" ROUGH STONE VENEER - _ _ I I I I ( ROUGH STONE PIER _ - - - _ - Vail Park & Garage _ — at Lots P-3 & J T.O. STONE TERRACE - ` ` EL.= 8189'-6" - - . LOTS P-3 & J � PAVILION ELEVATIONS � 3 PAVILION ELEVATION � — EAST 1 PAVILION ELEVATION � — WEST A202 � sca�: 3/s"=i'-o" , ��- ��1��,� - �o r�aA� - J �iNSON ���� ����� � z���~ S�� �,��a��,,\ � 0 W 0 � � � � � � � � � � ..� � � ;��,,�f , .zf .5 � _ z� � � �' ` ' O � � � I IGHT FIXTIIRF r� a..� RE: ELECTRICAL DWGS. v 1 LIGHT FIXTURE, � RE: ELECTRICAL DWGS. � o � � � � �"..� E� � STAINED WOOD TRIM (PT-4) � ' ALUMINUM CLAD � ' ' STAINED WOOD BEAM (PT-4) STAINED WOOD WINDOWS (PT-4) � . � ' INTEGRALLY COLORED PLASTER . WOOD COLUMN (PT-4) STAINED WOOD TRIM (PT-4) � • � • � ' . INTEGRALLY COLORED PLASTER • • ' �- �- STAINED WOOD BEAM (PT-4) OWNEft/DEVELOPER � - ' - � VAIL RESORTS . STAINED WOOD TRIM (PT-4) STAINED W000 BRACKEf (PT-4) DEVELOPMENT ALUMINUM CLAD COMPANY ` _ ' / \ STAINED WOOD WINDOWS (PT-4) ALUMINUM CLAD AVON, COLORADO , STAINED WOOD DOORS (PT-4) ARCHTTECT INTEGRALLY COLORED PLASTER 42 40 . � _ . STAINED WOOD COLUMN (PT-4) ARCHITECTURE • ROUGH STONE VENEER Denver, Colorado ROUGH STONE CAP STRUCPURAL SNGINEER - _ CUT STONE BASE TILE MONROE dc NENELL ENGIIdlEERS, nvc evox, coLOxnno ' _ — \ / ROUGH STONE VENEER aBS c�oxs�.TArri�s, �rc DENVER, COLOItADO — \ / LANDSCAPE ARCffiTECT IYENK ASSOCIATES — DENVEH, COLORADO � — — & SHEftRY DORI/ARD VAIL, COLORADO 4 PAVILION INTERIOR ELEVATI�N 2 PAVILION INTERIOR ELEVATION � ENGINEER k S[JRI�EYOR PEAK LAND CONSULTANTS, INC. AEL03.DWG AEL03.DWG VAIL. COLORADO PROJECT N0: 20830.01 ISSUE ISSUE ISSUE N0. DATE DESCRIPTION — 10.31.03 ISSUE FOR GMP 01 1.06.04 ISSUE FOR CONSTR. STAINED WOOD BEAM (PT-4) • • INTEGRALLY COLORED PLASTER • , ' • � • STAINED WOOD COLUMN (PT-4) GOB� �R$$g Dxt�B""� , � � � � � ����r . . v etti� Q� � ' . . b�4 � Q p G> . • . , • � �cpo❑ INTEGRALLY COLORED PIASTER � � . STAINED WOOD TRIM (PT-4) • � �3� METAL ELEVATOR DOOR 3�-8" 3'-8" ' ALUMINUM CLAD FRAME (PT-1) 1 1/2" O.D. PTD. STEEL PIPE GUARDRAIL (PT-1),TYP. . STAINED WOOD WINDOWS (PT-4) = INTEGRALLY COLORED PLASTER • Vail Park & Garage GUARDRAIL SET INTO 6" DEEP = at Lots P-3 & d SLEEVES &GROUTED SOLID j � � 4"�TYP. i� • p S ROUGH STONE VENEER - CONCRETE WALL, — RE: STRUCTURAL DWGS. � � CUT STONE BASE TILE CUT STONE BASE TILE LOTS P_�-3 & J CONCREtE LANDING BEYOND, . • - RE: STRUCTURAL DWGS. `— ' - -- ---------------- - PAVILI�N � - INTERIOR . — — — — ELEVATIOI�S . - : - � 3 PAVILION INTERIOR3DWELEVATION 1 PAVILION INTERIOR3DWELEVATION A� 0 3 � 5 TYPICAL PARKING GARAGE GUARDRAIL AEL04.DWG SCALE: 1/2"=1'-0" , � J j � -^^" Y� . �'-,. -�� o\ Q���,.. _ ,���� � ��� � -. �� �AL e� - J�' si�!���V l ���� � � rc a:�� �. �'���, a.�rt,�,E�`".;�' ��� �� `��,q h,� , --` - - ----------°-----------`--�-'-- ---------�-------�----------- —_-'___,..-_----------- ---------------- -'----- --- '----- - -- ----'--- - - -- -"------ --- ------------..._.._�.._---- --- ------- ------------ ------ -------'----- --- -- '--'--------- - ---- ---- ------ ---------- - --- -----------�---- - - _...___ ___---`---- ---------------_._-._____— --- ------ ----- ---- - -- ---�---------------- --------------- -- - ------------- ------ --�. ._--- -'----- -- ----------..._.__._.._-_ - ----`----'------------'-�_.__.y-���_�.^.�- -------� -' -- -------------- --�------- - - - ---- - - - - - - - 10 - � - - - 8 - - 6 - - - - - 4 - - L1 _ � I I I I I T.O. FINISH — � ' EL.= +/-8192'-0„ _ =111=111= — — -1 I I-1 I = =1 I I-1 I I I I-1 I I-1 I I-1 I I-1 I I-1 I�I I�I I 1=1 I I—I I I—I I 1=1 I I-1 I�i I 1=1 I I=_ _ _ _ _ _ _ _ _ _ _ _ r,�, a I I—1 I I- — =1 I I-1 I I-1 I�I I I-1 I I-1 I I-1 I I-1 I I I I-1 I I—I I 1—= — 1=1 I�I I 1=1 I _ _ F� _iii-iir- -iii-iii-ii iii-iii�ii-iii-�-ii�ii i�iiiiiiiii ��ii��ii�ii�ii�iii-iii�iiiiiii���iiiiiiiiiiiiiiiii�iirii�iii- _ _ _ _ _ _ _ _ ��_���= _ - _ = I=1 I I-I i�I i=1 I I-1 I 1=I I 1=11�I I I-1 I I-1 I 1=1 =_____=I I T.O. SIDEwALK � 'I�� � � - - - - I 1=1 I 1=1 I 1=1 I 1=1 I�I I I-1 I 1=1 I 1=1 I 1=1 I 1-1 I =- EL.= VARIES O - -III-111-II I-111-II � ( -I I I-1�-1 I I I I-1 I I- � � -I I 1=1 I I-I I I I-I I 1=1 I i- � -1 I I-I I i-1 I I I�I I 1=1 T.o_stAa I I II i II I II i�� _�I I I��' �4 EL.— +/-8178'-0" I ��„�.�.�r s_- �r��..�,�. .s� _ I I I—I I I—I I = I T F� I � ,,,��;��i;,����� � _ _-_.�. =��--_,...�-w.�.,� _�. I � -1 I I—I i�I I�I I� � `J � ��g �-- -111=111=111-111—II �:.�-�j=� �� � I ��.;�=� �I i—I I�I i�I I� T.o. s�ae ��`� �'.^�.� . APPROX. WATER LEVEL �., °. �%� � �``� �.. � `� I I 1-)I 1-1 I�I I�I EL.= +/-8173'-11" ;� " a _ EL.= + -8168'-0" �� _ I i��I i II I����� .��„• . M / . � � �i I I_l�l I�1F � � — 111�1111111��I��h �„ ��.��.� : ` .���:� T.O. St.aB � I I I � -'� � �I I I-1 I�I I�I I� ���� EL.= +/-8166 —0 � E"� , „ _��� .-_:�''� I I�I I I I I��i I�� �t . �'�,z���: .�. �:;.. _������ - � —I I I—I I�I I I—I I I T.O. S�B O =i i�i i� � . -i i�i i i-i i�iT� EL.= +�-$,s3�-2�� a �ii�ii �: � �. �ii=ii�ii iii-��ii�ii� _i i�i i�� Y.� ��ii-i i�i _ii�ii-iT�i i� N � '� �I I-1 I�I I I I I_I i�I i�1 � � ������� .�� � � ���, � ���������������������������� a �►ii_ii►_ i � � T.O. S�n6 -������� � 'I 1=I I�I I I i�I I I�I I=I I 1=I i�i i� CL_— -��-5�56'_�" ����—��� � i— _ii�ii� iii-ii�ii�iii= � ; -ii�ii� i�ii�iii�ii-ii�ii�i� ., �������-������-►��-► ����- � �iii-ii i-iir�iiriii- �� �� �i�ii�ii�iii,=iii-i i-ii�ii� � ,� � � -ii�T= �-ii�ii� ��� ��,#. �=i i i 1�_ _ _ i-i i i-i i i- 1i�-���-���_���_���_���-��I=� =� .Qi -1 I I-1 I�TI=I I I-1 I I-I I�' i�ii�,�,iii,;,T,�ii,;,ii� �� 3 BU �� 3= I�NG GARAGE �oSECTION — LOOKING SOUTH ,� � � _�.��y- � i� ��t _�9 ,rY' +��a L �F,� i y�„ �� �� s��� �r�%� LL\ ,t`�� 1 ,dxS'�' ` OWNER/DEVELOPER A402 \ ,�.=�s �` VAIL RESORTS � � � � ... ��:=�, B D F -���� H K , 1 ���, ��'#�� DEVELOPMENT '� � - � � ��`�.T -�' COMPANY _ � '`'��� .�--�� �'� � AVON, COLORADO �� � I _ _ EL.= + —8192'-0" =)�I—I I�I(�= T.O.FINISH ' EL.= + —8190'-0" — — — — = =1 I�I 11�"— ARCHITECT - T.O. FINISH -_ �� ��� �i i-i��=Tr 42 40 �� �'�� ����' �I I I-1 I I-1 I�I � ' ��t�w� ��.� -�!�-���=��r ARCHITECTURE ��,_t_� I I I—I I I—I I�i ' � �a w�,,� � =�`� � � I —I I I-1 I I-1 I k Denver, Colorado ' _ .a ��" I I-1 I I—I i�' _ _ ' ����� ��� �-1 I 1=1 I I rl' � _I l 1-!I!=1 I Moxxo�Ux��.�c�. mrc ' ��-�,, � —I(I—II I- AVON, cowxAno III-111- EL.= + —8180'-0" MEP ENGINEERS <� — I I-1 I " EL=+ —8177'-6" - ' ¢�:�i``- `` .� � . I I 1=1 I I- T.O. SIAB aBS coxsui.TnxTS. arc - GRADE _� _ � �`` ;�;+�. -�„�' � ���I=1 I nErivEx. cor.oxano -I I I I I�I � �.- �. � 3 :�g i I I i I-I I I- LANDSCAPE ARCffiTECf ' ���. � �II—II � �►sxtc assoc�a�rr.s - I-I I�I ���Y I I 1-J I 1- nErivEx.�cor.o�+no =1 I� � �` — - Ex � -� ,��� -I I I=I �Y DORR� �g'``*�3�° I I 1=1 I I- vnu„ cor.oxano � � � � � � � �r � �, —I I1=1 �`•"�°w�"M�; T�I I— CIVIL ENGIIJEER de SUIi�EYOR _�� R =T=� _ EL.= + —8169 —3 van., coi.oRnno ��,,y "�'� � " PEAK LAND CONSULTANTS. INC. EL.= + —8166'-8" �=� " �� — — — — — �� — T.O. SLAB T.O. S�B �_� - - ��� �.� I I 1=111= , » =11 ���� --� —111= APPROX. WAT R LEVEL 1=1 � �>,,�� "i I H I 1- _I� �, ��� �.� �-'� �I I��III� PROJECT N0: 20830.01 _�� ���` '^�,, II—I ISSUE ISSUE ISSUE I I�I1= , „ N0. DATE DESCRIPTION I I—I ��� '��'"� I _ ��_ � EL.= + -8158 —6 , , =11 � �:� �� - _� — 08.25.0 DD PRICING EL= + —8155 —10 � � �` z-�� =1 I�ILI I I 1=1 I 1=1 I I=1 I I I I I—I i T. . T.O. SLAB I 1= I I 1=1 �I� �' — 9.15.03 FINAL DD � `-�x°�� I-1 I I-1 I I-1 I I-I I I-I I�I I I I-1 I 1= _1� -�����r �,� � .� _I I I-1 I I-I I 1=1 I I-I i 1=1 I -1 I 1=1 I - 10.10.03 D COORaINATIO�v !I-1 I i i-I i� �� `� �� =1 I�I I I-i i 1=1 L=1 I�I = I I H I I� =1 I� _==1 I�' �;�' `���"` =1 I I-I i I-I I i-I I�I I I-1 I i-1 I 1=1 I - I I-I - 10.31.03 ISSUE FOR GMP _�I I�I I I-1 I I-1 I�I � � -I I 1-T;,T„I I�i I�I I I,;,I I I���I I���I I I� 01 1.06.04 IssUE FOR CONS�. w�y F� ��I i i_I I ITI I ITI I .�r ���� y� �� �� ��� ��$ �� - ��fi�.� �T -4µ� 2 GARAGE BUILDING SECTION — LOOKING EAST � �L'c_. � ,4�� .� w'_, � 6`; �� �� J�v � ,`�'4 � �� �����. A401 .� ``�� . � 5 9 �. - - - - � ��� ��t.� � �,/ � f Y �'�~k ' �� ��rc�� ' �j+' _ - e _ _ � _ _ _ e�'i;`:+:�, _ — _ — r I - - f- n � 1 - ' EL.— + 8190 0 - _ _ - _ _ — 111-111=111=111-111= � T.O. FINISH - - - - - - - =1 I�I I 1=1 I 1=1 I-��1 I I-1 I I-1 I I-1 I 1=1 I�I I I-1 I I- - - = - = = - - _ =1 I H I I-1 I H I I-1 I�I I I_I I I-1 I 1=1 I I—I I I I� - - - - - - �y��°,, � - — =1 I 1=1 I I-1 I�I I�I I I-1 I I�I 1=1 I�I _ - - �~s ' I_ — ��—���—������ �—���=1 I�I i�I i I-1 I 1=1 I I-1 I = - - } �I I�I — I 1=1 I 1=1 I I-*-I I�i I�I I I —I I 1=1 I I— � V �I I�I — I I�I I I—I i I=I I I= — - �=�,^t � �I I�I I 1=1 I I= GORE CRSBS Dalvg� I I I-1 I I—I I — I-1 I�I —I I' � c� EL.= VARIES �� -III=111�111= � � � —I I I-1 I I- �* K�:�- � � I 4�,- ' C � T.O. SIDEWALK — I��.I I I=� "�,�c: E��I I il I I II I , „ �`'�"'°� stL�' - \ � �1 1 I�I I I I F-I(�3�� I �aA_" � IIIII� _ I�I�� ` L�i-III� TO S�B8178 - � t,..., 4 ,o. � r 'i I-1 I I-1 I I-1 I 1=�1�1=� �, �=1 I�I =� �, ,_;.{ =�' [? C� - - _ �, � I I I�I I�I I I ❑ , „-I I I-1�I I I�I I�I I I �, �., f�` � � q D EL.= +/-8174 -8 '=111=I11=111-111=� � I-II�I - � �rv ,_� .,--�` T.o. su�B '-111=11�111-II - - �: �III-111�II _ _ �� �l�� � �Q -1 I I-I I I-I I�I �=x 1=1I�IT1= EL.— + 816 0" `�? I I-I I�I I I-I i I '�w_ �i I�I I I-I I APPROX. WATE EvEL �;. °' � �� -1 I I-I I I-1 I I-1 I �;- 1=1 I�� - - 1=T�1 I I-i I � ���_ ���,_�I � �I-I�I = — — — _ _ � : I 1=1 I�I I�I I� -�}� EL.= + -816 6" � _ _ _ -j� � �I���� r.o. Sv�B � , � �I I I I I I I�I I I��I I J _ _ � �I i I-1 I I I ��-3�-�T ��" ' ��4���`�=,�T �-_ y at Lots P-3 & J e EL.= +/-8164 —0 I I�I �`� � ...- - _tn ��::,.p_ I=1 I 1=L1=1 I� ,� i- � �.��.����,v�t_ "- _ E - - i=1 I I-1 I�I I I �Y"����-`� _��:� T.O. S�B _I I 1=1 I 1=1 I I-1 I - - - - 7 I H I 1=1 I =1 I ��^�+' ` - - - _.�,�:-��-Y�,�� �i I I-1 I I-1 I I I�I I I-1 I 1= 1=1 I I-1 I I-1 I�� ' I I�I I�I--I ��._�:�_�� _ - - �L-1I I-1I -I I�I I1= - - - - - �f��"N�� __ _ -I i I-i -I I I-I I I I�I I I ��� - � �� £,Y.,�-._.�-- �;;�m�.:�:�..--��.-�..--,_,�.°��= -I I 1=1 I� I I I 1=1 I�� I-1 I I�I I I-1 I I- � �-���� -���=���� '-1 I�I I I i I=__I I�I I _ _ - �I I�I I III-III-III II 'I-I I i I-I I I-I I 1=1 I I-I I I-1 I k i I i I-I I I-I I I- I �I I�I - EL.= + -8157'-0' � �I I I�T=1 I I-I I I-I I I- -I I I-I I 1=I i I I _ I I I-I I I-I -r.o. s�ae ¢�:�_, - � i i�i i i—i i i—iii—i i�_� i—i i i_i i�i i — iii-i� - - �i i�i = �-�.���- ��__ _ n LOTS P-3 & J � �� -� _i i�i i�i i-i -i i i=i i i�i, �� ���:.�� � ��ii�iii-iii-iii_ -iii-iii-ii ii ii-ii� �ii�1_iii i-ii� _ ���. -_ ��,-=-,_� -►►►-�� - 1=I I 1=1 I�I I - i i-� - ��= -�_= _I I 1=1 I I-I I 1=1 _ I I 1=1 I I I I �. � �, �.t.�.;�� _.. - -iii�ii=iir—ii ii—ii� GAR �-���-ii�ii�ii�ii�iii-iii- ' -ii�iii=iii_iii-ii�iii=ii� - Y}=�.� � ,��,i�i i�i i i-iii-i► �i�i i i-i i i=i i i-i T i-i i�i i i=i i i-i i i � �s�.�-. ��—���-111,=„III� I���III���III,��III,;,III-I��� -`�' ; ���G - � _���—�� � SE CTIU����= 1 � � - - - - - � _ - 1 GARAGE BUILDING SoECTION — LOOKING NORTH A301 SCALE 1/S" - i'-0" � _ , �� � , � ' ` �' � 1 - — Y � - - � i �hy � r � C �' , , , , . � , i SHEET NOTES: 1. SEE SHEET A701 FOR STAIR SPECIFIC DIMENSIONING ��� � Q���� - 2. SEE SHEET VT101 & VT102 `�� ��! FOR ELEVATOR INFORMATION �!Q,�,� J �i�9S0�! ����� � e'o���'a� ���'l �'f� Q���` P5 P4 P3 P2 P1 P5 P4 � P3 P2 P1 A521 7 ` A521 R-30 BA?T -� � � TI�LES NESHEEf � I A52� I INSULATION CONCRETE ROOF TILE � � MEMBRANE � T.O. BEAM _ I 3 WATERPROOF NGB 0 NE WATERPROOFING ON A521 EL.= 8206'-6 5/8" � T & G WOOD T & G WOOD DECKING ON WOOD �� � � � DECKING ON WOOD r' RAFTERS °. `�� RAFTERS O w 9 • �� A522 I I I ' � R-30 BATf I COPPER STANDING I Q � INSULATION SEAM METAL ROOF � ON SHEET MEMBRANE � T.O.BEAM �, � — —� WATERPROOFING ON ° a e. � » PAINTED ACCESS T & G WOOD STUCCO REWOOD ON _� � ° DOOR (PT-1) � DECKING ON WOOD � BUILDING PAPER °o � RAFTERS ° METAL LATH ON � � � I � GWB ON 2 X WALLS WITH BATT °� INSULATION AND VAPOR a •a � � � y .�%�;�. J - � $ STUCCO ON ���� � � ��DER •.�M ;;. . : METAL LATH ON � � �3�t ; � �� BUILDING PAPER �p �� � STUCCO OR STONE 0 � ON RIGID T.O.BEAM � ���' >`""< BUIDING PAPER , „ `� - . .� _���^M . >_. METAL LATH ON INSULATION ON EL.= 8197 -8 < � �- [-� RIGID INSULATION ON CMU � � CMU 4" TO 6" ROUGH a CONCRETE SIAB ON � GROUT DE ONE RIG DLLY / \ � � �,�� � � SNOWMELT SYSTEM I I INSULATION ON ON FILL ON RIGID I � A521 Tn a INSULATION ON Noai�O�JTAL �`�1 WATERPROOFING ON WATERPROOFING ON ^ STRUCTURAL SLAB T.O. STONE BAND _ CMU 4" TO 6" ROUGH STONE EL.= 8193'-4" ( VENEER FULLY GROUTED � � - I 2" CUT STONE PAVERS � � � ON HORIZONTAL �� �� WATERPROOFING ON RIGID � I ON SAND WITH I � � SNOWMELT SYSTEM ON I � � / INSULATION ON CMU =111=11 8 COMPACTED FILL ON -I I I I I I-I I I I I-I I I-I I I I I i l-I I T.O.STONE PIERS � ' 111=111=111-111 A522 '�` 11=1I1=111=111= � RIGID INSULATION ON • • . ' • T I��T—I-I1 I=�1T�1 EL.= 8191'-0" � . .. n. .. _I I I I�'�I I I—)I I—I)�I�I �I III—I II—III—III WATERPROOFING ON I I I-I I—1 1 1=1 1�1 1�1 1�1 =1 1�1 1 1 I I—I I I—I I 1=1 I I- STRUCTU RAL SLAB —I I I I I I�I�I I�I I I-1 I I�I I— I III-111- - T.O.TERRACE - _ - _ • I 11=ll T.O.TERRACE � ` -"' '' �' EL.= 8189'-6" _I I1=1I I-1 I�I I . . . . . p . +�;r . ,.,. •� a �:, _ — _ — =I _ _ -- _ _— — -- _ — =— — — „. s�.f,: w;.;�,`�, — — — ..7' _ k:,`,: � a a a . . , - EL.— CJ��9r��rr _ nT'`4'���" — . sx�z�r° — 1— r I� I I f— � � ' � `�` • '� � f': ' � ' �� ��_���_� �_��1=������I�1=���������_��—���1 1=I—����'----I ��� ���—I�I_�_�—I—��(—� ���—I�� ,,,,•fi-,• a,,,.� � ���I=I�F=���=I� ~ " � 4 � •a � °• i a • wa�, � • �" +~• — — — — _ _ ��I 1—I I�I I—I i I—I I 1-1�—I I I . . - . „a d , . .r��J�-�,r_ n2°` .c."�,.� . �� • n , �' -�- �,��� ��;.rt.Jf� 111=11�111=111— • •� •• � � • • � � •� • � . a • ' , � � M1' °• . a 'a , � � �' ��.n, . � : � , . .. . �. •.a � ' . a � � �l a �. � � � • •d•� .e �♦ . •� •� ' . ! • • . . . � � � • . � ` �b � � ♦ . • , . •• � .`�a -O, • �• ` . . w. , � d�, , • d , t. 0♦ • . � . =6 a, ' . • • y• � ` : ^ .'. , <� • .• `�- +d,� .. 1 �'a a'J ' . �� e �a � �e S � A � ,4 ; � •a a •d • �6 L 1 � � • � �• d� dr ►. • ; : - -,. • � `. � �.... ' ° .,, , . `. : "' ' �a• �. , ... ' ,„ �° ' OWNER/DEVELOPER � � � � � �"� VAIL RESORTS 1 � 2" CUT STONE PAVER A521 DEVELOPMENT �� SEf IN MORTAR ON COMPANY 4" CONCRETE SLAB AVON, COLORADO �� I ON GRAVEL ON FILL � I � NSIUTATI N I ON STRUCTURAL " HORIZONTAL I SLAB WATERP ON ARCHITECT _ � ; Y , , , CONCRETE WASH N 42�40 . STRUCTU AR C H ITECTU R E � CONCRET � � Denver, Colorado STRUCTURAL ENGINEER � MONROE de NENELL ENGINEERS, INC AVON, COLORADO 2[EP ENGINEERS � . ABS CONSULTANTS, INC DENVER, COLORAI)0 _ _ _ �. _ _ _ _ T.O. SLAB-LEVEL 1 ELEV. ENTRY _ _ T.O. SLAB-LEVEL 1 ELEV. ENTRY . � .^ � .. •� � , � ; ; ... _ - EL.= 8177'-0" - . . . . - , . a - �- - - . �, d � p r a' ,�, . y 'y , a.t a. ' �b . � EL.� V�77 �Q �$C�E ��F.� �'� �$���$ � °' j `�• DENVER, COLORADO � � SHERRY DORIYARD � COLORADO �� :, • a � a' S �+ t � � n �' , , • a a . � ' • CIVIL ENGINEER de SURVEYOR ( , + a ' , . , n . ' ' • ' . , � � "'� a - � .' ' PEAK LAND CONSULTANTS. INC. C � t � �• ° .a VAIL, COLORADO � �� � I �� .., : ;• , •. . •a• ,. PROJECT N0: 20830.01 - I ISSUE ISSUE ISSUE N0. DATE DESCRIPTION I I ( - 08.25.03 DD PRICING - 09.15.03 FINAL DD - 10.10.03 D COORDINATION - 10.31.03 ISSUE FOR GMP � 01 1.06.04 ISSUE FOR CONSTR. I i a - �L T.O. SLAB-LEVEL 2 ELEV. ENTRY � T.O. SLAB-LEVEL 2 ELEV. ENTRY . �;. , - '—�- %_. �a�. � t � : : - - - - - EL.= 8166'-5•, - ° ,. - . � , :, - . - - EL.= 8166'-5» •� � . a� . .y • A � �• . � . G a, • ' �e t_� I L_ � — — � I ' �_� ' ` � • , � � +e �• • .. . _ ' a• • � � . - 3 • d, f.. • • �• •. � 4` . _ ' ' _'___ � •d ` • � •4 a. e � � �� � � T= _ _�_�_�_ �_�_�_ � .t' . I�?� � —��— � I � '•. •—I I 1=1 I 1=1 I 1=1 I I—I I I_I i I I I I-1 I I—I I I—I I 1=1 I I • . —I i 1=1 I I—I I 1=1 I 1=1 I -1 I I-1 I I-1I 1=1 I I-I I 1=-J I I°I I I-I I 1=1 I I°I I=J I I;I I 1=��'_"' '' � I I I—I I 1=1 I i—I I 1=1 I I—I I I��- ''- � t I—IT�I I rl�l I—I I I—I I�I I —T ." , I I�I I I—'�I I 1-1 I�I I —I I�I I I—I~TI—I .a (�—���—����1=���—���—� � �_���11����=�� ���—���_���—�� _ �'= ; ,�; ' ' ''• j ��—���—���—���—��� • . . —���������—����� ������_�� � •4 I I—I'I—I I(—I i I I I�I I�I)I�I I�I I I�I—I f�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 •� .. ��—���—���-� q• ��—������������—���—���'_���—�� I d y +y I I I��I I'�' ' • � I I�I��I'�I I�I —I I�I�I—I I S ��II�II�II�III I�II�I��II � I I I=I I I_ • . I I I-1 I I—I I 1=1 I�I =T�I I 1=I I�I a* i 1=1 I 1=11�—_ CONCRErE WALL ON � • �� I�I I I-1 I�I I I—I I I I�i I I-1 I�I I � � � ; —I i 1=1 I�I I=_ BITHUTHANE � —I I I—I I�i I I-1 I�I I =1I�I =— CONCRErE wALL ON J=1 I I-I i�- MEMBRANE '� a I�I I�I I�I I I- - - I I-1I BITUTHANE MEMBRANE a ' I 1=1 I 1=1 I I—I I 1—I I 1=11 I � WATERPROOFING ON I i I=_=I I =1 I 1=1 I�I I�I . � WATERPROOFING ON ` I 1=1 I 1=1�I-1 I 1=1 I I—I I f—I I�i� I i I—I I I-1 I I I�I I�I I�l I ' . —i I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I I�I I 1=1 I I��, 0 N S01 L ' ' _i I�I I�I I 1=1 I�I I _I i I-1 I I-1 I I-1 ON S01 L � �; 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 r , I�I I I-1 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�I I I—I�I��( d� • I I�I I�I(�I I�I I —I I(—I�f_I'�I -����i�Ti-iTi-i i i- -i i i-i i i-i i i-��_ T.O. SLAB-LEVEL 3 ELEV. ENTRY - I I-1 I I-I I 1=1 I I-1 I 1=1(�I I�I I�I I � T.O. SLAB-LEVEL 3 ELEV. ENTRY .n ,• T�• . � ,� s . . � . , ° a� • ; �• • �. . n a • .. • • t a f=1"IT—�TTTT7_ 'ITT=T=7Tr s �r — � — , � , �—�{— _ _ � ° s • � � � a - • _ � •�° •: -I I1=1I1=1I1=1I1=1I1=1I I-I I1=111=1I1=1I1= EL.= 8156 -2 ; CRBSg D$IY8 _ _ _ ' .4 .a -. . • I . .+ =I 1 I� —�)��� _— ' » G0�$ � �/' ;x �, � - � . �, �, ' ' ' '• • • � . . . � � i i,�,IT_i�„f I i,_„I i i,_„i i i�„f i 1,=,�i i—f i i=1 I 1=L=f f i= �.' • • � '�' . ° " • •� - • ` . �• �+ � ' . : � • °' o� a � I I�I i�I I�t I I-1 I I I I-1 I I-1 I I-1 I EL.= 8156 -2 � � ' a� . , . .a , . a . � . � � I I I—I I I—I i, I—I I'—I' • ��1✓�JY. — I I=1 I =1 I I I 1=1 I I I I=1 I 1=1 I�I y� � � ��UcC�J�, �,��,`�,�t,��t,�`�N,9��,`�,`� �_� �_ � �� �� �-J� � a /� � •• • � • •a • • •` �' y r. �, �• ° ' • •, � + � ~ • . i , ��: . •: . . � ,1 . �. a , j •a ; •. • • � A• , �� ��a• � i����"V " I II—I I I O � • • . •° . a • . � �OC Q�1 ,.J {`' ♦• e• !� a ' • , • • ' � �, � • • ' • '. a ' " t . � :', ' a_•�; a 'a • � . • �: • •°�. •a' r ^� � �� ' ��a 1 f , .� . ,,, t �. •� �—I I I—I I' ° a � . • � � _ • .. d� t "'� � Lr-�" • � , a ' � :e•, 'i • � � i � � '� • e . . � � � � + � • d l ._ r � °^ •y � • a • � � • � . I=�I I=�I—I=II� � ' • ,. i •� +4 6• � � . • • °�� �a • � � , � w I . a • � • . � e a • . � e ' • i ` . •, �•. ' ' � • • A e O � III—III—III— °, ! a � ' . ''� . , � d •a• �.�' . t O O � I I �� ° Q a a ` � � . « . . . � . ' � a • a • �w � •� p• 3 . a i � � • ' Y � . . d • `�• • ° r , � � j • �' • • • � ° �a • " � • ' .•lJe �.�• � a ' •I •• � • �. '� .. II—III—IiI—III � .� , �q • a t e • • � '�e •'' +• .♦ • .• `d• � •. t< . �} d a• w b •� ' ' . ' �� �. . ,a •� .° ••a � • ' J .i�a ' d. ° a� ' • � � •d�� •'�•.� s„ � ^ • 8 •. a � � • ` �=I i I�i I—I I I—I 1 ` : � ' • a .a +� � - � . a �d , . . Y �I � 9 � ❑ � • • • , ,.� � . '•b� . � .�• � .. •a e� • I I—I I(—I I I—I'I �. a ' a ' ,. • . , � I a' • � I I � e e • • ' • • ,4 ! °. �a I� a, • .. � • . a� •`'� � •a.� �a' �, . . ..a .� a��v •e • a, °• � • .. � • �a �II�—III—III�II' � • a •° 4� • �! � 'a �„ y •��a•` 2�, , II�I � Q � • • ° • ' • • • �1 • � �. � •� .• ~ � - . . � , �U •U`O �U...V V��V"U V"() U„U y U"U V`�U U y U"f) U"U U`.0 V"U�,U(`�� U"() U"() U"U��U"U CJ� C�`-'O C) V I U U YU U U • U U � CI I I—I I I—�I�—�� " . � ��° a• •� � " . n' � —I—��I I— I l rii(`Y -7� �(�`.O � `U `v �U "U "� "� "� t�`-'U `v U`� V"U• `U f— 1' �e . ♦� ��' + 4 , � � � • ' � �p • � rl I 4—I � �� r���!��f������ �f���y���l� T����Y;�� I — r����l NYlY�r�� �—I�I—III ," „ •. O.r •a •: r ��• a t'• I—�—��—�� � —�_ ��1��—� �I —�! ��I�— ��_ �—��� ���— ���—�I T ��—�—�_—�� ���—�— —�� — �� �—�—��—i�—�—�— �—�—I i I—I�I- _��—�—�� � �,�,,,`� a a ., a,' �a �s • • i � �4 •t • ° •• a _ • r •• • � � O� • O O I I—Ii' ��=�1����=���_���_���_���=�I�=11�=���=1� I�{=������_���_���=��I=������I��=1� ��I=������_���_���_���_� �I —i� _ —1 III-1�� — — — — — — — — — — — I� �II—�1���1�I �r�-� , a ' � . . � a�� • •� . . • �� -� (� ����� _ _ 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_i I I_I I I_I i I—I I I�I I I�;,I I-1 I I-1 I I-1 I I�I�� � — �_ • '. �-. . �� � ' �. �" � � • ,• ° • � . ,I1 �1 _ I��I I I—I I I�I I�I I 1—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 I��I I I—f I�I I I—I I I—I I� — � � i i 1 1 1—� �� �— �— 1—I I I—�I I _ _ _ — � � _ _ — _ _ � _ _ _ _ _ � I j�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 I�I i I�I I I�I I—I I I— _ _ _ ^ . + _ � � �����_���—������—���—���—���_�� —���—���—�� ������—���_�������������������� —���—���������_������—���_� � ����_���—���=111—II II�III III—��_ _ — _ —i 1��=���—���—���—III ��������— � a � ' ' • • .• '� ° • ' ' ` �°� • e' • _�����������{_�� _���—������� —,„—��i— �I��� I— ,,,— I I—I I� I I ,,I I I„�I I I-1 I I—I I I—III1 I I—I I I I I I- �i_ _� -, � . �,. � . ., a .. a� �. • :s .. . � � -c� I— Vail Park & Gara e —�I�I I�I I�I I I-1�I I 1—I 1 1—I I I—I��I I I I I—I I�I�I—���— —���=I�I,Ti��1�I!I��I I �I�I—I I I—I i I—I I I—I I I—I I�'I I � , � a•* •� '. . . 'a ' —I I�I I 1—I I�I I�I I I I�'I I-I�I—I' � "�=111-���=���_���_�������� -���-11��" � � ���-���-����-������_�� `b � a... ' _ • �• " . • . ' � i�� �, ���_i I I= �=i���� � ��_ � o , s ,. ' - 4 • �, � '. , , o� I i�i I 1=1 I�I I�i I I— — at LOts P-3 & J �� – � � ���—���—���—���_��������� �-� • ' � a •• -� � : • ° ' ���—��������� I � _ _ _ _..i � ��� ��� I I I�I I I—I i I�I i�l I � . ' : ' • • . , . , ', ° ' ' '' ' , — —11rt'"` s • ° c � . 9 r ���-������_����� _ � ' • ' • d ' , ,. • . `' � ` , e• � ���o� � ���_��� SIM - SIM ' =1II�III—II�II1= ` ' ' ; � . °- ` ,� , d, ,a ' ' ' ' ' ' ' • .°• I Ii�II�IIf A501 ;I I�I i I—I I i�l I I—, � '. • • . • I I i�l I I I I�I I 1= a . a; � r A501 1=1 I I-1 I I—I I I—I I I—,� �v �-v �-o� � �-v �-�o ��-o �-v ��-v �-v v,-6�'° I I—I I I I I I—I I�I I k '�I-1 I I—I I I—I I 1—I I I— -I I I-1 I�I i I 1=1 I i-1 - "�I,�TI I-1 f I-1 I�I I I � � _ �� I I 1=1 I I-1 I —I I I-1 I I-1 I r i �ii��,iir�li��iiiiii���iiiii��rT���iiiii���iiiii��ii��ii��iiiii�iii��ii����i��i LOTS P-3 & J ��-iii-iii-ii ii�ii�ii�i�iii-ii�iii-ii�iii�i�iii-� ii�iii-iirii�iii-ii iir=�� ��_iii���iiii����ii��,�,�i��„�i�,rii�cii�ii��iiiiiiiiiii���~����!!�-''' PAVILION - BUILDING . SECTIONS - � PAVILION STAIR — _ A 3 0 2 2 C�RE BUILDING SECTION 1 PAVILION ELEVATOR CORE BUILDING SECTION ASC018 ���A SCALE: 3/8" — 1'-0" i - � �� - � 4� � � ,���� �� ����';`;�. I ��� ������ �� - PA P B . � r �'` 7 +�+ i �. �' � ��,�`�� � _ A522 ����;�;��� ��- — — �`����`� � 1 ' �'���� ��;.+ � i � � ��'�� ������� . I I PC PD PE I I CONCRETE ROOF TILE ON SHEET MEMBRANE � � WATERPROOFING ON T & G WOOD DECKING ON WOOD ' RAFTERS P5 P4 P3 P2 P 1 -, 6 A522 � W ' 3 CONCRETE ROOF TILE O � , , � � A522 ON SHEET MEMBRANE � WATERPROOFING ON � O � O I 2 T & G WOOD I A522 DECKING ON WOOD � � I - - - - - - - -- - -- -- - ---- RAFTERS � 9 � l1 � ,�22 � (SIM) COPPER STANDING � � �� � SEAM MEfAL ROOF °� - - - - -- ---- --- - --- - -- -- ---- - - — — ON SHEEf MEMBRANE '�� R 30 BATf � --� WATERPROOFlNG ON M IN ULATION T & G WOOD , � � 1 DECKING ON WOOD R-30 BATf ° RAFTERS .,. INSULATION ° I `= E'+ 1 , a � A522 N a � - � � � � 4" TO 6" ROGUH STONE � � VENEER FULLY GROUTED 4" TO 6" ROUGH �N HnRi��NTa�_ STONE VENEER � WATERPROOFING ON tULLY �KVUitu vN �'] RIGID INSULATION ON HORIZONTAL ��� � � I ' CMU. LANDSCAPE ON SOIL M� ~+ WATERPROOFING ON ON RIGID INSULATION RIGID INSULATION ON � ON WATERPROOFING ON CMU I � ' — — — — � 1=1 I�I� I���I�TI�--r I�I�I CONCREfE WASH ON � STRUCTURAL SLAB T.O. STONE BAND i I—I I I I—I I I I I i�I I I-1I=1I I EL.= 8193'-4" 1=_�TI- I-1 I I-1 I�I i�I T.O.TERRACE 11=II-11�III — — — ����_ — EL.= 8189'-6" � I 2" CUT STONE PAVERS i�I 1=1 I I-1 I I I . � �_�—�I�I I--I I�I I�I I i I�I�I I I— . ,, ,., �� �: . - - — SNOWMELT SYSTEM ON I ON SAND WI - - '.; .•,, . < ,., � • . _I�I I ( . . 4 . ., . + COMPACTED FILL ON :" ' • • . ': .• ` � , � . ,.,` Y.�� ., _ J ,,,. .,, RIGID INSULATION ON , • 4. . I ���IIIi II� ,'f , _ , . -._�, `.. � I I I—I I I-1 I I—I I I WATERPROOFING ON `� 11=111=111i 11= _ _ _ _ _ _ STRUCTURAL SLAB T.O.TERRACE I —— �— �— — — — — — — — — — — — — — — — EL.= 8189'-6" OWNER/DEVELOPER - ::.� -iii=���=�ii=��►=�i�=������_��=►��=i�i=���=i�u��=������► - _- - VAIL RESORTS Y�;���;•::4:� . • -1 I I-1 I f-1 I I-1 I I�-1 I I_i I-1 I I-f I i 1TI=1 I i�I I-1 I 1=1 I f=1 I I_I I I�I I�T�I I H I a . :` - - - - - - - - -I H I�I�I I -1 I 1=1 I l-1 I I-1 I 1= :�� � � • :. �y .. , . • , � . 4� a _ _ ' :� DEVELOPMENT e • .. ' � �. ,� e. a • . � ° a� ' � � '' ' • . . � � � � ♦ .� � " , ` • � 4 . � • � . �° :• . � � � • °,� ' . e ' "� • � . � . a� � � � a• � � ' � r , � . . � � �d', f a , '` . ° �" � C OMPANY • , . a 9 e �, - e i � ` • . � •.a . at � � , , �a � a . d I I � � � � �%° ' ' • AVON, COLORADO I �� ARCHITECT _ � � 42�40 � i � � ARCHITECTURE - Denver, Colorado - VILION SHAFTS - BUILDING SECTION �U�. �G� P A MONROE de NENELL ENGINEERS, INC 3 ASC01E AMEP ENGIIVEERS � ABS CONSULTANTS, INC I I I I DENVER, COLORADO LANDSCAPE ARCH1TECf . 1PENK ASSOCIATES DENVEB, COLORADO PA P B ' _ _ _ _ _ _ _ _ _ _ _ T.O. SLAB—LEVEL 1 ELEV. ENTRY SHERRY DORIPARD . e EL.- 81 7/,—��� DA�I.� COL�IRADO CIVII. ENGINEER & SURVEYOR I I I I PEAK LAND CONSULTANTS, INC. �� vnu., cor.o�wo l CONCRETE ROOF TILE ON SHEET MEMBRANE � PROJECT N0: 208 . WATERPROOFING ON PC pp PE T & G WOOD ISSUE ISSUE ISSU DECKING ON WOOD � I I I NO 10.31.03 ISSUE FOR GMP RAFTERS ' .• •- . ' + +.. d . 01 1.06.04 ISSUE FOR CONSTR. , a • . • .. e • .� � • y � �a � . � u. II _ • ta •a e� I I ' I ( � � COPPER RAFTER „ , � . I I TAIL COVER AT —30 BATT �, , , .. , , _ : , . � �.� , , - ,. ; _ _ _ _ ALL EXPOSED INSULATION . . . _ • . T.O. SLAB—LEVEL 2 ELEV. ENTRY + d '�� •n f e r ^� �j_ 6 —,aT----� ', . , °` . , EL.= 8166'-5„ v • � a �� � a d RAFTERS AND ( BEAMS TAILS I i • _ � - ---- I 5� I ( I A522 � � I I I . � � - �.�. ': r � � ' a• ' � I • ryb•• • I-I I( WOOD GRILL l � � � COPPER STANDING � COVER, ° � SEAM METAL ROOF � I a,'' �, � � �T °� � �� . i — —I � �I I�I I�I I�I��- RE: SPEC. 5b ON SHEEf MEMBRANE — 1= =1 I�I I�)I�I I —I(I-1 I�I I� . A522 • , = 1 -1 I 1=1 I I I I�I I I-1 I�I I�I I�I i��I i�I I�- WATERPROOFING ON ,. � - I -1 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� T & G DECKI NG ON -I i i-1 I I I�I I�I i 1=1 I�i I�I I I I I�i I�I I�I-1 I I-1 I�I I�i I� I I 1 • RAFTERS -. I�I i I-1 I =1 I I-1 I�I I�I I 1=1 I I I I�I I�I I�I I I-1 I�I I I-1 I I-1 I 1=1 I I I-1 I TI�I I-i I 1=1 I I-f�l-1 I I I I I-L�1 I�I i I-1 I�I I I-1 I�II I I 1 I ' � 4 I I��I I ��I� 1 1�I(i�I I I i I I I�I I I I f I��I�I I��I�I I�I�1-- CONCRETE WALL ON ` I � , '• I I-I I i-t�l I 1=1I� - - - - i I-I I�I I I-I i I-1 I F SHEEr MEMB�NE — —I I�I I 1=1I�I I I—I I I(�I I�IT�I I(= WATERPROOFING ON ��ge �B8B6 DE1Vg� . l II I I��I I !!I� I������Ii�l l lll l l�l l��ll��l I I�lIIi.���� ON SOIL � ��%� .r � - - - � � � _ - - _ - ii-iii-i -ii�-ii�ii�ii�ii ii�ii iii-ii�► �►ii-iii-i, L - � - �ii ii�-i�i �iii_ii�iii ii��i�ii�ii�ii�l�ii� �►t � Q�' I I - - - - °' I I-1 I 1=1 I =1 I�I I�I I I-1 I�I I I I=1 I I I�.I�_I= I�I I 1=1 I 1=1 I k-,_�������_ _ T.O. Su�B-LEVEL 3 ELEV. ENTRY � I ^ Y . �-�r,-���-���- I I I��m=m=1-N= I I I-1 I � �� � G � 4 p 5 ;, ; ° ., • 4�a , ,. —' �'°' ,-a° _ • � . . . , . ° . .�' °a • y . .. . . '" f, .' I I-1 I I—I �_I,I�-1 I�I I�i i 1=)I I�—I I 1=1 I 1=�1=1 I 1=1 I 1=1�1=1 I�I I I I�I I I-1 I I_ EL.= 8156 —2 p , _ _ � . . - - -�� _ _— � _� � — _ > o � _ � _ _ _ _ , , � ' .; ill;,II I11,-I11,_, IIITIII,;,Iil,_„Iil„-I„-,Iil„-,II�T�II� I�T�II�I�II�� � q�D o - _ - - �• • . . . . I �l , ' 4 � • • • r . • . � � , : ` • . • .� � � • a f p ' ° ,• .. � + �• �' • � • j • � e � • • I I 1—I � 4J _ � — — � y�' � . � ` '° a � . • • :� � � ' • ♦ a . • • : a• • � . ,�� � � , . a ' �• - - - . , , . e �4 ���/�o� o��lll= �3 _ - .a � a ' • • • • � d'"• � � . . „ y ' a'� � a • � , � • , �* °` �a ' • : � b� e � '� * • - �. . '' d• ��•� . �s�Sj I��I ' � � • .a a� � , � •� o i _ _ T .. � `�� ' e• + .tl�� • .� . . �° � _ �� 1 � . ` � � • �a � e' . . . � �. � •a.. .e . .• .� .„ � • . .e a• . . ` . 'LJ- 0 _ — _ '� _ I.�.TERRACE „ t�• � � � �� ��•` •a� � a� • ' � •+ ♦ . � � . a• •a • . ^� � . �a N a: , � � • ' , � . a• • �d. . , �_ • .,a ; • t. � O ��II — , a - EL.= 8189 —6 A . a.. � . . . ` . • ai .. ' � . . s . • •. ' , , v'° . 0� .e• • + a a� .. ` y � • •a J 9, 'V � I�I� , n a • < - � � � , � " � � _ • • • • � • . � , , � � . _ _ _ _ — _ _ _ _ _ _ _ _ _��7�_ !�j�7�I I I Ii—• I I�)i I—I'I�I �I—�I�—�� I w�—�I+�i I I i I I�I I I�I I I—I I � �•i , d. � . � , � � �'. 4 , � • � ,d • � Y ' • 1 • • �. , � � • _ _ - - - - - - - _ -�- ' - - - - _��-���-n rrH'���i�T���r�► �-���'�r�-�-�-r�� � - ` °- . . . . - ° . ' . '-" ' � . . . '` ' ' . � • . � . _ 1— — — ��� ��—������ �� �� �� �� �� •���—I11 III �III—� �1=� . � d •p � ' �� 4 •� ��m �� a}' a , a� *� -1 C��1=� — I I�I I I — — — — — _ �• : ' � P e . d e � a •° a�. .� v a• •+° e• •a •�� � � � a a / OO o�l I�I I I_ Vail Park & Garage I I I—I I I�I 1 _ — ���������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 I—I I k�I�I I I—T�I I _ _ _ _ _ _ ' ' " n�_ I I I�I I� I I I I I I -T _ �I— — — — -�- — — — � 1—I I�I I I-1 I I-1 I�I I I-1 c�cr �c.r �cr �cr.�cr �cr �cr �cr �cr�� �cr �cr �cr � .�cr �cr �cr �c.r ��r c�� �cr �c.r �cr �cr �cr �cr c�cr � �cr � .��cr o� o CI I��I at Lots P 3 & J _ �-1T�� �I—����i� I�►I��I�—I I�—I����I—�I I-1��1 I�_�I i-►I r i—1 I I—I�T��i�—�i�I��_�I�_T i�I���I—I I I—�I I—�I I—����I I = _ — �' � o 0 0 0 0 0 0 0 0 0 0� �_�,��;�— I I—TI��I I I H _ — — _ _ _ _ — — or,�,�'oo,�,00�o,,�oo�''oo,,�'oo �'oo„�o�o o�"oo,,�o�o�o��o o�o,�o�o�o� ,�'o � � ,�''o � � � �' _ — _ — — — 11—i i i'=i 'R—i i(=i 'R—i i(=i TT(='i i'(=i f''R i i(`i 'f'T i i f=i �1T—i i r (�'R—i i�i i i(=i �11—i i(=i —(1—i i�ST i i(=i LT i i f i =R—i i(` i '('�'—i i i'=i =R—i i�� 'R i i i'=i 'R���I� I I-1 I I-1 I I-TI-1 I I-I I-1 I I-1 I I-1 I I-1 I�I I i-1 I I-1 I I-I I I-I I I I_I I�I I I-1 I�I I I-1 I�I I I-I I�I I I-I I I I I�I I I-1 I I-I i I-1 I I-I I I-1 I I-I I I-1 I�I i I-I I H I -1 I�I I I I�I i I- I I �I I��I���I�������I I I���� Q a a a ,� � a , � a a a , I I I-1 I I-1 I�I i�I I�I I I-1 I I_I I I-I I I��J I�I I I-1 I I-1 I I-1 I I i f=1 I�I I I-1 I�I I I-1 I�I I I-L�1 I I i-1 I I-1 I I�--1 I I-1 I I-1 I I_i I I-I I�I I�I I I-1 I H I I I I_I I��I-1 I �i I II I I� I I�l I I-1 I I-1 I i-1 I�I I I-1 I I-1 I�I I�I I�I ' a e � � 4 ° n $ a m a d ° a ° o a a a d ° ��_���—���_���_������_���—���—���_������—������—���—� � i Tr_ii�i�ii�ii�iiui�ii_i i ���_���—������—������_���—���—������ ����� ���II�L�� e 4 a o a 8 a a a fa � a o 1 a I I I-1 I�-1 I I-1 I-1 I I-1 I I-1 I H I 1=1 I I-1 I�I I I-1 I I-1 I�I I�I I I I,;,I I 1,-_I I��I I I-1 I I-1 I I-1 I I_I I�I I _I I N I I-I I�I I I-1 I I-1 I I-I I I-1 I�I i I-1 I�I I�I I _I I�I I I-1 I I-1 I�I I I���I I I i rl I����I I���I��I I�I I��I I��I�„I I k � , a I II,_„III,��II�II ���Il�����ll�ill�����l�li�ll� � i�i-Il�ll�lll,;,ll�l�i IIT�I1����I1��I11111111�IIII�I��.��II�IIL���~'�I�III,;,III- � _,,,-,,,-„� ` � - - LOTS P-3 & J . 4� A522 PAVILI � � , i � BUILDING , SECTIONS - y VILIOlOT E�HAUST SI�AFT - BUILDING SEC�ION A3 0 3 ACE - BUILDING SECTI4N 1 PA _ 2 PAVILION TERR ��°'° ``SC01D SCALE: 3/8" — 1'-0" 2 �� :�':'� � � `�'J��� " �,� � � � � � � � � � � � � � ■n� A501 . ���:`� �� , LANDSCAPiNG, RE: LANDSCAPE DWGS. � � �. �i?r L ' _ CONCRETE PAVERS� RE: LANDSCAPE DWGS. � � J ,�����Zj SANDBED W/ SNOWMELT TUBING, RE: MECHANICAL/PLUMBING DWGS. � � ����� AGGREGATE BASE � �/ '� CONCRti E CUr�B, RE: CiViL D1�iGS. (iVOTt: ir CCiRB iS TiE�7 i�i Sl'R. ; ; �e'��i3,f, ���'`�.� VIA STEEL DOWELS, PLACE DOWELS PRIOR TO WPM. TYP. AT STR. DECK) BATTERED WALL AT CORNER BEYOND � aR ASPHALT� RE: CIVIL DWGS. � � CONCRETE PAN, RE: CIVIL DWGS. ; ' PAINTED METAL GUARDRAIL (PT-1) CONCRETE SLA6, RE: CIVIL DWGS. T.O. CURB �I���I�I�!'I I( , . a ., • p < . SANDBED W/ SNOWMELT TUBING� RE: MECHANICAL/PLUMBING DWGS. EL.= 8190'-0" +/— (SLOPES) ; i SNOWMELT TUBING (RE: MECHANICAL/PLUMBING DWGS.) -I I 1=1 I I=I I I _ o .` . . -. ' : . .o - ' � . , n .: , - �, �G• +� 1 �J����,i���,i �A. i \�•,J .E�/` �:���� \� Z I I—I I I—I i I ��' �� � < \ t \ � i � r'C , ' , RIGID IN I ';�n r'�,.�r �,��' =-,� r�„ � ',�� *, ;.;i�;` -��t� �-„�-i ����r!� '�� 1 , CONCRETE TOPPING SLAB —III—III—II I`!��>������f1 ��`��/���1���'--'�_i,.��,���•,�!i ��y,��Yr;y�\:-�,�, da 0 p a O Q a o � O Q �v a9 � . a v v p a I I—I I I—I I I—�__' __=—_—P�____= v a ,p a o a a a a D ' CONCREfE SLAB ROAD BASE 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 I-i i I-I I I-I I I-i I I-I I I-I I I O a ° ,A �a ° °� ° a p � Q � a � ° � a a, p v D p R E: S T R U C T U R A L A N D C I V L D W G S. 1 1 a ° d a . ° a v � a � o II-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-II a o a ,a V . O a V a S C, -i11-111=111-111-111-111=111-111-111-111-111-111-111=111-111-111-111==_==______________-------------_--- ___---- � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-1 I-1 I I-1 I I- I I-1 I I-1 I I-1 I 1=1 I 1=1 I I-1 I I-1 I I-1 I 1=1 I I-1 I i-1 I I-1 I I-1 I I-1 I I-1 I I- -I,�-,I�- ,I-I y�-.�I�- I-I - I�- -�I I I-1 I I-1 I I-1 I 1=1 I I-' � ��;�:��;�;�:����;�:��' RE: STRUCTU RAL DWGS. . 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-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 E I_I I I-I I I_I I I-I I I_I I I_I I I I I I = = I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�i a . . , ;. � � - - - - - - - I-1 I I-1 I I-1 I I-1 I I-1 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-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 I-I I I_I I I-I I I_I I I-1 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 T �I I-��I T�1 I-��T I I-1 T r`-I I I_I I I_I I I I I I A o _ , , III III III III III III II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - -� �-���-�I�-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-���-��1-���-���-���-���-���-���-���-���-���-���-���-���-���-� -���-�i I �" ° , . ° °v 1 o a ° , ' ' 1 W I I-I I I-I I I-I I I-I I I-I I I-I I I_I i l_I I I-I I I-I I I_I I I-I I I_I I I-i l l_i l l_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 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—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 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 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 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 1=1 I I—1 I I I I 1= ° a Q o a o —i i i-i i►_i i , � ,a a o .� , °r ° - ..�.,.,s � a ��;� � � — — — - - I I I-I i I-I I I1I T.O. STRUCTURE '�; � / � � RE: DETAIL 2 A501 FOR WATERPROOFING T.O. STRUCTURE _ o — — v Q o v O a a o a V a a O a -III-III-II _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ , � > >� . � • INFORMATION IN THIS AREA EL.= +/-8191'-0" (siopes) o � o a a ° o �' o a � ° o o � ° °° a o ° ° a °o a `� a ° o � � ° a � (��_���_���-� EL.= 8187 —0 +/— (SLOPES) � a ° ° v ° , Q a D v V 'Q Q a a 0 a 04 a D a i , � � a v D � a � o � ° o � , o I —I I I—I'(- , V a p 1 a o � � , ° ° a ° � ° ° ' �a a ° ° o ° ° °o a 9 •v ° a �o ° a 1 a ° � ° a I I I—I{I—� 1 v ° 9 ° o °� a ° o ' a '; ' PTD. STEEL SUPPORT ANGLE (PAINT TO BE RUST PROHIBITIVE) � a v ` v ' � � � ° � ° ° � Qo ° I =I I I=I I(- ° a ° � , °a ° `� � � ° � , , RIGID INSULATION DOWN TO FROST ELEVATION � o a � v o o a a o O a o o Q a v � a v $ a � a I I�—_I I I—_I , a o a � � � a v � v i� � - o a v � a a ° ° ° ° ° D a =I I(=I I I= , o ° ° a � o a ° � LANDSCAPED BERM �RE: LANDSCAPE DWGS.� � F'1 v p V� . � � I I I I=I I I=I I � � o � ;%, _ GRaDE �3 o ���—���— � a i I I=— EL.= �-�-8189'-0° � � a � I I 1=1 I I-1 I� � � -I I I-I I I-I I I- � -1 I I-1 I I- � • o I _ I I-I I I-I i I-I I 1=1 I = � G�� � V o I I�—�i I—I I I , � a I I I i I—I I I—I I(—I i I—I i(—I = � �,., '"�.^":;,, � a q � � 1 I I I-I I I-I I I-I i i-I I I-I I I-I I I= .w�� -i I I-I I I- � i I I-1 I 1=1 I � � ° -I I I i I-I I I-I I I-I I I-I I I-I i 1=1 I i-I I I= .. �::�� , � 0 v v (I� I�� I , 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 ry�f .` " h a ' a I I I—I I I—I , , ' a — , y '� �r�'. ..;. ` —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— , ` ' ���_���= 1 a ° • �� �����—���—���—���—���—��� ���—���—) 0 1 ° � i i i-i i i-� 1 • a -�i i i-iii-iii-iii-iii-iii-iii-iii-i i� � .� a . ° ° iii=iir . •- - - - - - - - - - -_- �iii-iii-iii-iii-iii-iii-iii-iii-iii, o a —iii—iii—iii—iii—iii—iii—iii—iii—iii— � � `— - - - - - - -� �i.�'� a ii-iT-iii—iii—iii—iii—iii-i i i-iii_i� � • o a I ���—�� A501 I I I-1 I I- -I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-I I I-I I 1=1 I 1= � � �- - - - - - - - - -I i I-1 i a l_I I I-I I I-I I I-I I i-I I I-I I I-I i I-I i I� � ado ���—��� � ���—���—���—���—���—���—���—��� � w ( I I 1=)I I_ I I—I I I-1 I 1=1 I I—I I I—I I I—I I 1=1 I I—I I� 111=111=1 o a III-111-111—III—III—III—III-111- M••—� 1�—� °a � I I 1=1 I I- ° 1=1 I i-I I 1=1 I I-1 I I-I I I-I I I-I I I� � E--� I I I-i i I-I I I i I I-I I I-I I I-i I I-I I 1=1 I 1=1 I I_ o ° -I I I-1 I I- a °0 1=1 I I-1 I 1=1 I 1=1 I I-1 I I-1 I I;I' � a D II 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- III-111-1 � I-111=111=111=111-111=111- ° a 111-111-111=111-111-111; � � III-111-111- ° a 1=111-111-111-111-111- � I I I-1 I I-I I� a � � I I I-I I 1=1 I 1=. oD II I I���I I I���I I I���I I i���I��I I I� • III-111=111= � III-111-111-111-111-1 ` ° ���—���—���—�I a � I I I-111=1 I I- o .a I-I I I-11 I-I I 1=111=1 I i- $ a 111-111=111=11 . � Ili�lll���lll��llll��lllll��lll�� . o � -III-III-III- III-III-III-11 � a 111=111=111=111=111=11 ° III=III=III= a � I I=III=III=III=III=III= O�R DEVELOPER °a � � I I i-1 I I-1 I I-1 I I-1 I I-1 I I � I I I-I I I-I I I-I I III-111-111- o a � 1=111-111=111=111=111= VAIL RESORTS I I I-I I I-I I I-I I I-I I I-I I I- a° � 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 DEVELOPMENT � I I I-I i l-I I I-I I a I I I-I I I-I I I-111-111=111- ° 1=111-111-III-111=111=1 COMPANY a o ° III-III-III� � 111-111=111=111-111-111= - III-III-III-II � III-111-111- 1-111-111-111-111-111= ,a AVON, COLORADO a° `� ���—���—���—�� P � ���—���—���—���—���—�� ° � I I1=1II-II I- I-I I I-I II-I I I-II I-I I I� a III-III-I II-I a , I I II-III-I II-III-I II-I ARCHrrECT ' o a ���—���—���— a �—������—�II—���—���_ � I I I-1 I I-1 I i-1 I I-1 I I-1 42 40 I I I-1 I I-1 I I-1 ( a -I I I-1 I I-1 I I- °� o` � 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I I-I I I-I I I-I I I-i I I- ARC H ITECTU R E _ � p I (��=I I�=I�I=i a �_�(�_���_���_���_�� Denver, Colorado I I I-I I I-I I I- ° P a � I i 1-1 I 1-1 I 1-1 I 1-1 I I; � � I I I-I I 1=1 I I-I I-1 I I-1 I I-l I 1=1 I I-1 �U�. �G� � I I I-I I I-I I 1= " 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= MO�OE � �. �G��, INC � a � -I I I-I I I-I I I- °° , I-I I I-I I I-I I I-I I I-� AVON. COLORADO , � o I I i-1 I I-1 I I-1 , � a � I i i=1 I 1=1 I 1=1 I 1=1 I I� �S'��T�IN� I I I I=I I I=I I I- EL.= 8170 -0 + - SLOPES a I=I I I-I I I-I I I-I I I= EL. VARIES n�R, cor.ox�o ° ° ° ° I I I—)I I—I I I—� T.O. SLAB—LEVEL 1 RAMP DOWN ° a , a g a ` � _ I (I I=I I I—I I I—I I I—I I T.O. SLAB—LEVEL 1 Larmsc�E exc�cr - p D D � p D D � • a O � O � s p o D v v .. v o ,V p � � � � I i I—I i(—I i I I—'i I—�i I—Ii'—I I I— Q V 0 V p � !�$D��..S D � P p V Q O v O a a � r \I Q v ° I I I-I I I-I I I-i � I I I=I I I-I I I-I I I-I D�.�0��0 � ° ' � a �I I—I I I—I I I- ° � a o � � p ( I—I I I—I I I—I I I—I I I- S'E�RRY DORRARD ���—�I I—��I—I I I—� v n u.. coLORnno ° I(I—I i I—I I�—I a i I i-I I I-I I i p � I-I i I-I i I-I I-I I I �,�. �G�R � �,�OR v PEAK LAND CONSULTANTS. INC. a , I ���—���—���—� d I�������������� ���I� vt�ttt» coLO�wo o III-III-III � M a � I I I I-I I I-1 I I-1 �I I I I I-i l l-I I I- ° I I I-I I 1=1 I I-I a ° � III-111=111= III=III=III=I PROJECT N0. 20830.01 ° I ISSUE ISSUE ISSUE III—III—III— III— N0. DATE DESCRIPTION a a I I I—I I I—I I I—I I B a I I�—I I(—I i I ° �—���— —���—� — 8.25.03 DD PRICING � I I I—I I I—I I I— n ���=���—��(_�((_ — 9.15.03 FINAL DD � 111-111=111=111 ° I - - - - a a III—III—III I � I—I I�—I I( � I ( _ _ ° �������_� EL.= 8168'-0" . _ _ � � �� �( _ EL.= 8168'-0" — 10.10.03 D COORDINA710N aa I I(=I I I=I I I=I APPROX. WATER LEVEL � _ ���� APPROX. WATER LEVEL a ( I I I_I I(_I I I=I i I_ I�I_I I�_I I I_I I I_ — 10.31.03 ISSUE FOR GMP 9 ���—���—���—�� I �—)��—���—���—�� 01 1.06.04 ISSUE FOR CONSTR. a I I I—I I I—I I�—I i I � v a (i I—)I I—I i I—I I I v � I I I-I I I-i l l-i i l ° ° I-I I I-I I I-I I I-i l l I I 1=1 I I-1 I I-1 I I-, ��I I 1=1 I I-1 I 1=1 I 1= � i—i i i—i i i—i i i=iii o i ��� ��� ��� ���- ao i—iii—iii—ii�—ii� � ���—���—���—���- o ��I I 1=1 I 1=1 I 1=1 I 1= I I 1=1 I I—I I I—i I 1=1 ���—��(—������ a a I—I I I—I I(—I I I—I I I= EL.=+ —8166'-0" � ° ���-���-���-��� I ° a � 111=111-I i 1-111= a a o a , ' -i I 1=1 I I-1 I I�' - a . a ° � , � a o ° Q ° o ° ( I-1 I I-1 I i-1 I 1=1 I 1= T.o. SLAB—LEVEL 2 I I 1=1 I I-I I I-I o a a a o � -a i I I-I I i-I I i-1 I I-I - - - - - v v 1 I i I(i(1 I I I I I I I I I I I- O a� a a o a a P ° o p a a O avp I I—�I I—I i(—I i�—Ii'- � _ III III_III—III—I � I��fIIIIIIIIIIIIIi1- a " I�Iii'IIiIIIIIIIIIIIIIIII�I V V I(I—)i I—I a' p I i I—�I I—I�I I I I—I ° � -I I I-I I I: 1-111=111 =111= ' a I I I II I I��-�I I � ��� � — v � a ����������� � I 111=111= 1 � � � � � � � � � � � � � � � � � � � �i � A501 �, ° a -�I�,, Q° I—I��—I ' I I�—I��_ � ' v a I I—I I�—I ; �—i�� i i i I o I I I I I I a I i I-I I I I o I-I I i- _ I-111-II � � III-111-11 � °� ° I I I 1-1 I 1- � a - - - I_I I i_I I I_ , � ° I II I II i II I II I � EL. VARIES a I I I I=I I I=� � ggg DRIY o a a °° 2, ' o ° a° o ° a I=I)(=I I ' T.O. SLAB—LEVEL 2 RAMP DOWN ,� � � � � � � � � � � � � � � � � � � y■�i ! ���� A501 �0ee ce s�� � °' ° a ° a � I ���_���= 1 ♦ ��� �— ♦ O O O O O O O O � O O O O � � � _ — a � � � � �b a I-i I{-I I � C Q� 1-1 I 1-1 I � L� ��� ,���f�.���� ,�-����c-,� � ° I I I I-1 I 1= � a I I I-I I I� � a►' �'r C.��' � - 1 a � 1-111- 4 i I 1-I I I-I i I-I I�-I I I-�I I-I�i I I I�'��I^I�I-I I I o a ° ° o I-I I i-I� � 1 o I I i-I I I 1 4�a o Q I I-I I I-I i I-i I 1=I I I-I I I-i i I- I I-I i I-I I I I I I I °o a a ° v o d ° I I 1=1 I I� � v ' a ( 1=I I 1= � Q �' ���_���_���_���_���_���=��1� ���_���=���_��� a p a o � �=���-� � � a � ���_�� � � � 9 p ° I I—I i I—I i�Ii'—I I I—I I I—I i I TI I—I I(—I I I—I�I—I p a a p v I I I—I�I- , � I—I I I EL.= '�' _U�JV�_'Q° � �❑ —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 _ � a a I i=i i i=i , a o a� ( i i i-i i � � a a _ o , ,, v 1 I—I I I— T.O. SLAB—LEVEL 3 I I I-I I I-I I 1=1 I I-I I 1=1 I I�I 1=1 I 1=1 I I-I I 1=1 ° ° ° I I I-I I I- � a o $ a o a � � �� I I(—I i I—'I I—Ii'—I I I—I I(—I(I I I I—I I I—I i I—I(� _ a �� , � o a v I—I(I—I , $ P ° o a � a a v I (I(—I I 1 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 p a I I I I—I I I- O O 0 � � O O O O O � � O O 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 a � a ° ° o a i=i i i= � ��,�°�°,�°�',..�°���°,� ����..�� 8� � �o � � � ° i i i-i i i � 11=111=111=111=111=111=111�11=111=111-111=1 � a � III-111= 1 `� � I 1=111=, Vail Park & Garage I I I—I i I—I I I—I I(—I I I—I I I—I I I�I'I " v — �L �a � • v a � ° a 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 o a � � p Q a� I I I—I I I � at Lots P-3 & J _ — — — — — _ _ —��� — — _ I I=1 I 1=1 I 1=1 I 1=1 I 1=I I 1=1 I I�I 1=I I I- 00 ___a..._.�a-_-__°�.-- � I I 1=1 I I � I I=1 I 1=I I 1=1 I 1=I I 1=1 I 1=1 I I- I I=1 I 1=1 I 1=1 I 1=1 0 ° d � 1=1 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 i I a � y a a o I I I—)I I—I I I—)I I—I I I—I I I—I I I I I I—� � a � o a a v M//� ' �I—I I�—I)I—'�I—I I I—)I I—I(�TI I—I I'—I�I—I I I—� ° � I I'—I I� 1 I�—I I I—I I I—'i I—�I'—I I I ��I— I� I((� a aD '"' —Ii'—)I I- D a � � I—I I I—�I' , —� I—I(I—'I 1 —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 - v v v I III-III-III-III-III-III-III III O� O� o O O O O O O O O �-III-III-III-III-III-III�11-III-III-III-I ' a .7 ` � v III-III 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' ° o I i 1=1 I 1= / -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I I I I-1 I I-1 I I-1 I I ° 0 1=1 I 1=1 I 1= -r�'-'i r�'-��r�"i r�'='►r�='�r�'-��► �n=__-_ _� a�� �� ��. . :�:,� � ''t.', +� �>,b � ROUGH STONE VENEER WALL " ���;,, (BOTH SIDES FULLY GROUTED 2� BATTERED ROUGH STONE VENEER WALL ��ro4 �� , A �y , THRU-WALL SELF-ADHERED FLASHING, TYP. � T.O.WALL , THRU-WALL SELF ADHERED � ����� � � ' FLEXIBLE FLASHING � VAPOR BARRIER MEMBRANE „� ��,,� lJP TO ANI� UNDER STONE CAP 2% BATfERED ROUGH STONE VENEER WALL C.I.P WALL, EXPOSED AT PARKING ONLY �'"��'� , (SEALED, TYPICAL AT ALL EXPOSED CIP CONC. WALLS) � ���' � �, C.!.p �N.ALL E�'0^!�J, EXQOSE� AT PARKlrlG 0I�!!Y �SE,4!F�) � ��' � ` RUN HORIZONTAL WATERPROOFING UP WALL VAPOR BARRIER MEMBRANE �� "`�' �A U N D E R R O U G H S T O N E C A P STEEL HEADER (PTD. WITH RUST PROHIBITIVE , „ S E'D ����� C O A T I N G) R E: S T R U C T U R A L D R A W I N G S E L.= 8 1 9 3 -1 0 S T E E L H E A D E R (P T-1) R E: S T R U C T U R A L D R A W I N G S 6" C M U S T O N E S U P P O R T A S N E C E S S A R Y T.O. S T O N E C A P � %% � % � %% � %% � � , � . � � . � , , , „ � � ' � ' � � ' � � ' �• CONT. BACKER ROD & SFI�LANT . , � , � � , � . , CONT. BACKER ROD & SEALANT . , , � . . � , , � 6-8 BELOW GRADE „ „ — — �� ,� ' � � ' ' � ' � ' ' � CONC. SHOULDER FOR TRENCH DRAIN, TYP. AT ENDS EL.= 8193 -4 , , CONC. SHOULDER FOR TRENCH DRAIN, 1YP. AT ENDS � LANDSCAPE AND SOIL T.O. CONC. STR. WALL ;' ° � � RE: LANDSCAPE DWGS. TRENCH DRAIN GRATE (RE: SPECS.) TRENCH DRAIN GRATE (RE: SPECS.) r ' ,' �% r „ » ; m a a a „ „ ., I � RIGID INSUALTION CONC. WASH , 3 THICK MIN., SLOPE TOWARD DRAIN , , I a CONC. WASH , 3 THICK MIN., SLOPE TOWARD DRAIN '�' I a � '' HORIZONTAL WATERPROOFIN6 SYSTEM I � WPM LEVEL; CAST IN SNOWMELT TUBING % a � WPM LEVEL; CAST IN SNOWMELT TUBING ;� � � �,, 2"� P V C S L E E V E T H R O U G H C O N C. "S H O U L D E R" �% d 2"� P V C S L E E V E T H R O U G H C O N C. "S H O U L D E R" I CONCREfE WASH ON ° ;% I �% STRCUTURAL CONCRETE SLAB o TO ALLOW ACCESS FOR SNOWMELT TUBING IN "WASH" �; a a � TO ALLOW ACCESS FOR SNOWMELT TUBING IN "WASH" . I � , i HORIZONTAL WATERPROOFING MEMBRANE ' ' a HORIZONTAL WATERPROOFING MEMBRANE ., ;� I a � �, i� I - PROTECTION BOARD (Y4" ASPHALT HARDBOARD) �� I ° ° PROTECTION BOARD (Y4" ASPHALT HARDBOARD) � i � � -I DRAINAGE MAT �; I � a DRAINAGE MAT � %,% � � . 2" RIGID INSULATION � ° a . d 2 RIGID INSULATION � � � � a ( , -0" 1' 0�� 1'-0" FILTER FABRIC j' I o '-0' 1' 0" 1'-0" FILTER FABRIC O %;' � � ; _ I SAND BED W/ SNOW MELT TUBING � � a Q d SAND BED W/ SNOW MELT TUBING T � � ' ' ' � ; ; ; ; ; ' CONC. TOPPING SLAB ;; I ° CONC. TOPPING SLAB O v , ' ' / ' / , / � ,;� � 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 � �•� ��...' � � ' EL.= VARIES EL.= 8190'-0" %; a ° %; � — I I I I I—I I I—I I I—I I I—I I I—I I I I I I- ,' � e ° a a a a a a T.O. T O P P I N G S�B T.O. F I N. S�,B ' ' � a ° , a _ a � . a a _ a e -a a Q i, I Q I I — — — — i i i d d Q � � � i/ p d O v tr Qd d a � d � a a � � , I ' — I I I I i � I a s.. -,� .�• .A.. ' i i� ' � Y• ' ' � ' . . , � d o a ' o '`^ `�. ..;a-.�•__�.. x •::�_� ,.• ,�' `'" '"'-" .'.c�.>•� � '% I � �-------- ' a Q � � a a -� � � ( a ° � a '�, ; � � �.�.�. �.�.�.��...�.��..����- �� ° c � v _--a— -- ,�I — '�i ° d ' � _�=�. - F� — _ — — — �"'i1 - i' �� � � ° d �� =J a a �i ( a° '� ° a � e a ° ° d a � � � � � � �.� ' ��' ° � g ° a d � � � � � � d �� �— � ° a ° n d a C A a ° � '° a d e � i ; ` a 6 . I d � � � , � � : d � Q a � ° a d � a a ° � ° � � o° � a a d � � a d d � d � � I v . . ° 27 a � ° n ° G o � a — d ° a r a a d ° a ° a d a a . i { b ° ° ° d b ° ° '° d � ° �d ° � ° '` � i/ I � Gl ��i>I v a d, ° ° � n a e a d � ° ° � � a d ° a � °' d a � a ° a c d d ° a , �. Q ' d Q � . ,t a ° m ° a ° a a d a y1 a a d v e e �. � � � Q Q L� Y a � ° a d ° o ° a ° a d� e ° a Q ° e a a . � i ' � � ' , 4 Q � � i 1 i � � .� d — o �F�. , ' . i � , � i i ( Q ,i ,.e d �;� � . : � �;< , � I a ' Q i�,_. � ^ ; �:.,: .; . � ;� � a %; � o — PANEL AND BATTEN WOOD SIDING (PT-3) � O � �� a � ;�; ° : a � ON 5/8" EXT. GYP. SHFJ�ITHING ON �� a '; � ' � ;� v dB U I L D I N G P A P E R O N 2 X 6 W O O D � ;%� I Q � ;, •° Q — STUDS ANCHORED TO STRUCTURAL SLAB '� �"� _ _I ;' � ; %.� ' a _ WITH R-19 BATT INSUl.ATION ON VAPOR � � � ':. RETARDER ON 5/8" GWB, ALIGN FACE � a I I I— 4 � � �'�� °° OF STUD WITH FACE OF CMU =1 I�I I ■ ' ,T � - — , . I I I I ' --`� ° � � � =1 I�I I � ' � _ — � �/ � d � i � I�I I I a ; ;:;�� a a _ � , w�. C.I.P SLAB SEALED, TYP. � -I I —I ( � i i •_ d � I�I I I Q , 4 , �i -� a� - -I I �I I � a � %� :'� � a CARD READER ON PAINT � I I I ( � �' � � ° 3" O.D. STEEL GOOSE _ _ � �e � ° � NECK POST (PT-1) I I � ' I� I a LI I � '�'� � _ I I I ;, =;. ° MOUNTED TO STRUCTURA — -II II I � ' �'�° a WATERPROOFING I��I I 1 �� ^ , a MEMBRANE —�I I ( � � �;�-t� a - _ OWNER/DEVELOPER � � � F a VAPOR BARRIER MEMBRANE, TYP. VAIL RESORTS � ;, @ ROUGH STONE VENEER _ � � � � � � � �s�• 3 SIM ��;� ° a OVER EXPOSED (ABOVE GRADE) PARKING GARAGE WALLS — DEVELOPMENT I I I— ' ' � PTD. HORSESHOE SHAPE i A501 /�'� a a , 4" O.D. STEEL BOLLARD COMPANY I II I I� � � � � (PT-1) MOUNTED TO AVON, COLORADO '% ' a 4" ROUGH STONE VENEER BEYOND, 2% BATTER STRUCTURAL DECK BELO ;:�� a � 4'� ROUGH STONE VENEER — �/ .4� WATERPROOFING . STAIR �—WALL SECTION ' � Q BITUTHANE 3000; EXTEND ABOVE GRADE MEMBRANE ARCHITECT 3 nscos ;' •- �° 24" BEHIND ROUGH STONE VENEER � — 42�40 �. t; n Q CONC. TOPPING SLAB ARC H ITECTU R E � �'L' ° —DOWEL PLACE BEFORE WATERPROOFING — — — — � , ,- � � Denver, Colorado - ;� ; SEAL AROUND PERIMETED WITH — — — srxUCrn�t �rtcnv��x �;��� a COVE BEAD LIQUID MEMBRANE, _ _ — _ — _ — _ %� � ° RE: STRUCTURAL ' - - - - MortROE � x�. Exc�RS, n�c . ' ` a EL.= VARIES I I I I — „ AVON, coi.oRnno � ° a a a = °a a ° a a , c ° ° ` ° d , a e a . T.O. SLAB—LEVEL 1 Q , „ �P ErrcnvEExs c a d c a a o d o a o e n a a � e a v a L.- 1 - �n�v�. OLORADO C d a d a a e ° a II I I a � � a d a ° . a a a � a a a a a a a q a a , a d a a a a � � a a a T.O. SLAB-LEVEL 1 _ — — — — — — — — _= I � .p, ' p : . . °� , ° v ° e ° a a LANDSCAPE ARCffiTECT 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 — — — o _ - - _ _ _ a � � _ a � ` _ �� `. b�' p � ° d � a a a ° 1/ENK ASSOCIATES — — — — — — — — — — I I ' � — — — � _ _ DENVER. COLORADO �—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 � a ' ;I I I—I I I I I I I I I—I I I I I I _ ! �, �— ° ° �Y DORw� �—I I I—1 I I—1 I I—1 I I—1 I I—1 I — ��~ �°�°�° ' '�I I I-1 I I—1 I 1=1 I I-1 I 1=1 I I—1 I I-1 I 1=1 I 1=1 ( i ° ° ° �_ — _ - - ' o I I I I—I I I—I I I—I I I—I I I �a a a a a a � d ° v L � o c a �Q a d � � ° a d v d a � a ° 4 a a PEAK �C ON�T�ANTS�INC. ;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 a a VERTICAL WATERPROOFING SYSTEM ' - - - - - a a ° °� � a � ° �4 a a i I I I ,—1 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 ( a o o e a a e � e e a a a . a Q a ' —� � I— � RE: TYP. DETAIL 2/A501 (SIM) -) I I—I I (—) I I—I I I—I I I d , ;� � �—� � �—� � �—� � �—� � � � � a — — — — — ° a I—I I I—) I I—I ( I—) I I—I � a 2" RIGID INSULATION DOWN TO FROST ELEVATION �—I I I—I ( I—I I (—) I I—I I I � HORIZONTAL WATERPROOFING MEMBRANE EXfENDS -I I I—I I I—I I I—) I (—I I I a OVERLAP BITUTHANE WATERPROOFING MEMBRANE 6" I I—I ( I—I I I—) I (—I I I a � 6" MIN BELOW CLOD JOINT BENVEEN WALL AND SLAB I ( PROJECT N0: 20830.01 I—I I I—I I (—I I I—I I I—I I ' m WITH VERTICAL WATERPROOFING ,-I I I—I ( (—I I I—I I I—I I ( PROTECTION BOARD (�'4" ASPHALT HARDBOARD) ISSUE ISSUE ISSUE -III—III—III—III—III I � I N0. DATE DESCRIPTION — — — — — � SYSTEM AS SHOWN — — — — DRAINAGE MAT o —I I I—I I I—I ( (— I I a� RIGID INSULATION, STEPPED OR TAPERED - 08.25.03 DD PRICING —I I (—I I I—!) � I—I I I—I I a � I I—I I (—I I (—)I I—I I - 09.15.0 FINAL DD ;I I I—I I I—I I I—I I I FILTER FABRIC ° a SAND BED W/ SNOW MELT TUBING - 10.10.03 D COORDINATION � � I I—) I I—) I 1—I I I—I I I I a ° C.I.P CONC. WALL, 2-SIDED FORMED _ _ _ a � -I I I—I I I—I I I—) I I—I I �a ° COLD JOINT —I ( I—I I I—I I I—I I e CONC. TOPPING SLAB - 10.31.03 ISSUE FOR GMP ' �—I I I—I I I—I I I=I I I � I I I—I I I—I I I—I I I- � � d 2»� PVC SLE�E THROUGH CONC. »SHOULDER" i ° TO ALLOW ACCESS FOR SNOWMELT TUBING IN "WASH" 01 1.06.04 ISSUE FOR CONSTR. I —,I I I—I ( I—I I I—I p —I I I—I I I—I ( (—I I 4 CONC. "WASH°, 3" THICK MIN., SLOPE TOWARD DRAIN -I I I—I I (—I I I I � I I—I I I—I I I—I I I a � WPM LEVEL; CAST IN SNOWMELT TUBING —���—���—� I I I—I I I—I I I—I ° � �+ TRENCH DRAIN GRATE (RE: SPECS.) =1 I 1=1 I 1=1 - � a —i i i=i i i=i i i—i� 1 I I—I I I—) I I 9 I—I I I—I I I—I I I- I $ DRAIN AT WPM LEVEL (BEYOND) SEE TYP. DEfAIL 5/A501 -I I (—) I I—) ( d C.I.P CONC. WALL, 1-SIDED FORMED TO TOP OF LAGGING CONC. SHOULDER FOR TRENCH DRAIN, TYP. AT ENDS , - a - — — — o � I I—I I I—I I I ° ;I I I—I I I—I I I- I CONT. BACKER ROD & S��NT a -1 I I-1 I 1=1 I °° ° I I-1 I 1=1 I I-1 � a n� a � . �-- - � �_ �i�c-r�AA wn�� r_eQer_� ��nQ -I ( I—I ( I ( I I I '° —I ( I—I I I—I I I-�� °° � VERTICAL WATERPROOFING SYSTEM, RE: TYP. DEfAIL 3/A501 — — � ° ° , I—I I I—I I I—I a I I—I I I—I I I—I � � �GGING -1 I I-1 I 1=1 I I I ° =1 I I-1 I I-1 I 1= � � � aa —) I I—I I I—I I I—I ( 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 �d a a —I I I—I ( I—I I I—I d � I I—) I I—I I I—I I (=I I � _ _ _ _ I ° a �I I �—I ( I—I I I—I I I a i I—I I (—I I I—I I ( a I I—I I I—) I I—I I (—I I d r �� —I I I—I I I—) I I—I I o -I _— I— I I ° _ _ EL.= 8168 -0 -I ( I—) I I—) I (—I I I- ° a _ � I_ I _I _ ° APPROX. WATER LEVEL _ �— I— I —I -- I � _ EL.- 8168'-0" -I I I—I I I—I I I—I I I I n -I =— I— I - ° ° APPROX. WA�R L�EL �=111=111=111=1 °�° 11=111=111=111-1 � a � ° —I I I—I I I—I I I—I I I- GOxg �x$$g D xIVg� I I I-1 I 1=1 I I-1 I I a ( ° ° ° _! ! !_! ! !_! ! !_! ° I 1=1 I (=1 l 1=l I 1=l R� a���''� � _ _ _ � � , „ -1 I I-1 I I-1 I I-1 I I_ I �° a � � II_III—III_III _ _ — _ a,1L p�' -I I (—I I I—I I I—) a EL.= + -8166 -0 _ _ _ ° ° a a . � a a d a a ° a a Q T.O. SLAB-LEVEL 1 I I—I i I—I i I—I I I°i I a d � EL. VARIES 4�3 � Q Q p I—I I I—I ( I—I ( I I d a •d . � b a � � Q �d Q p a d Q • �I I (—) I I—I I I—I I I- 4 a d a � d C d a p d a Q a d a 4i C' I! d � � d � a � a , � , 4 r � � � . - — — — Q d o '� a ° a ° I I—I ( I—I I I—I I I—I I a , a Q a a a 4 d Q T.�. 5�.1�18-L�EL 2 ' -I i I—I I I—I I I—I a � — — — — - .# d d e a °r a � d d ° a ° � a �Q �_� � �_� � �_� � � � a a =� � �_� � �_� � �_) � �_ ` o °° a a a ° ° ° ° d ° ° ° ° � �� _� ( (_� � �_� � �_� a � ��_���_� � �_� � �_� � ;, I—I I I—I I I—I I I- I a a 4 —I I I—I ( I—I I I—) I I- I a d a a =I ( I=I I I=I I I=I I a ��_� � �_) � �_� � �_� a � Vail Park & Garage I=)I�_) I �=) I ( '�, —I I I—I I I—I I (—I ( I- I _ at Lots P-3 & J _� ( �_) � �_���_) I a ` ��_� � �_� � �_) � �_� I a a , - I—) I I—I I (—) I I I da —I I I—I I (—I I I—I I I- . -I I I—I ( I—I ( I—) Q I I—I I I—I I (—I I I—I I .g Q a I-1 I I-1 I I-1 I I I a a —I I I—I I I—I I I—I I I_ a LOTS P-3 & J =111-111-111=1 II—III—III_III—I � � I-1 I I-1 I 1=1 I I � � a ° =1 I I-1 I I—1 I I—1 I I- � ° ° a ' =111-111-111=1 � ° ° 11-111=111-111=1 � 1=1 I 1=1 I 1=1 I I � ° a =1 I 1=1 I 1=1 I 1=1 I 1= ( . a ° GARAGE WALL � =1 I 1=1 I I-1 I 1=1 � a a I 1=1 I 1=1 I 1=1 I 1=1 � a a SECTIONS 1=111-111-111 � a _ =111-111-111-111_ a a _ � -III—III—III—I GARAGE WALL SECTION II—III—III—III—I�I GARAGE WALL SECTION , _ 2 ,��o� 1 � _ �c°' A 4 0 2 SCALE: 3/4" — 1'-0" -- ' � � ; , � . - i ? � , �r��,,., �� ' t�� _. �� y�!�?R - � �`�+�,� "4�� . . � ��!�L - �l�� �15�� f , �` ��� � fi �,'` � ���FIl A€������ � � � 0 W FILTER FABRIC � 4° RIGID INSULATION O � DRAINAGE MAT � � ,• p � PROTECTION BOARD (Y4" ASPHALTIC HARDBOARD) , .p �. .� �', � � ' , • HORIZONTAL WATERPROOFING SYSTEM . o . � Q • � , �. .° ►' .Q � , R � COLD JOINT Ce . � � pss , � e y ► ► . ' � � s� ► � • D ► ' • D . ► . .s� � � • � I ��-1 I I- '� 4 •• ' p I �—I I I—I I I—I I�-- '�i� � y�: 1i�i — � I . . Iii—Iii iiI I Ii1=1Ii—IiI—III—�, -a ° • 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 �v �� a _ _ � >y., STAINLESS STEEL TERMINATION -I I I � " � �MIO-SIDED FORMED CIP --- --- -���=I I I- . - •• ° • �•D CONCRETE FOUNDATION WALL SOIL ,� . BAR BEDDED IN LIQUID �' ' ____- ��� �� . II=I��2„ RIGID INSULATION TO FROST ELEVATION ' MEMBRANE FASTEN � 12" O.C. _ � ' p . -� _ _ "� � N� � • .� • ;• '.. � � HORIZONTAL WATERPROOFING SYSTEM �' � C"+ —I I ( '° � � � � DRAINAGE IJaYER ' � �� ���° . =III=III= � � � .o . ,, .a` .. ;• _ , , ,,,a BITUTHANE WATERPROOFING � � � � °.� ;.� �• ,�� �a •'• � I I=I I I=I C.I.P. CONC. WALL, 2-SIDED FORMED (RE: DETAIL 2/- MEMBRANE .• . .•a , �* �. � • ' � � I I=I I I=� FOR ADD. INFO.) � � � . • � =I I I=I I I= A�ER REMOVING FORMS, USE TERMINATION BAR TO T n a 1"X1" COVE BEAD LIQUID �� � -P � .. o WATERSTOP (BY OTHERS) . � ? � � -- ATTACH TOP OF PREPRUFE TO CONC. WALL V 1 � MEMBRANE IN CORNER, GENTLY I I �- � • •°' d. I III-III ru�h �vr�rv�R or me�Br,�+r�� _I I I i • � .' � 11=111= � INTO LIQUID MEMBRANE =I I I •'D �, ° ��D � g �•�. . 'a =I I I=I I I BITUTHENE MEMBRANE WATERPROOFING � � BEFORE IT SETS UP I � - ' =I � I • ` � •� � � ' : a I _ PREPRUFE TAPE �� I ° D n L , °! � d . � - -i I I I I I I I I—I I I I � ;o �� .• , � � o a ' ' ' - • TYPICAL DEfAIL TO TERMINATE PREPRUFE �ri -I I I—� . _ _ _ � _I g : • � II=I I MEMBRANE AT TOP OF LAGGING WALL. � �y _ � � . . •� Q r, . � ,° ' a. I-= TERMINATION BAR TO SUPPORT PREPRUFE � -I I I— — —____—-- • - I I=I I AT TOP OF LAGGING � s (—I I r . • . o .*� �. •�' , .� `•; :, �;a == DRAINAGE LAYER MBRANE PREPRUFE 160 ME -I I � I ' • • ,. / , • ► . • . • __ � ' • , . • �r • •� ° ° ' ° ' `� � � e � � .�`o, '. � . � �� ° • �' COLD JOINT AT TOP OF IAGGING I I—I I i ��� • , s ' • . s • • + , • _ , ♦ t ♦► � • a• • �'. I _ �,,,,,,� — �• ► w .� . ,s � , � � , p� . � ► • p' _ _ C.I.P. WALL, ONE SIDED FORMED TO TOP OF LAGGING —I I ( , . ,a � _� � — I D • . � e ,►, ' D . � :� . � D �s � � � •� . . � •. WOOD LAGGING, 2" MAX. SPACING BEfWEEN , _I I I--I I � ► . a � D e ► �i ' � s � �� � • _ • ► ♦ � � � ► • I—I � I ' •• , . ' D D ♦ p , d � , • + • ` • � � � � ' � ' ' • ' ° WATERPOOFING DETAIL C� -� � s - - —I I I—I I I ° A � . • �• s s ��i� � '` � � ' '' •' '° ` ° �' °� ° ' WALL & DECK INTERFACE OWNER/DEVELOPER ' � ' ► � � ► ' Q r • D �� � r ° ' • � � - � �_� � � � .. a ' ° . o . . •. o • � 5��: 3 4 = 1 -0 DTWP03 VAIL RESORTS . �'^"�� �_ — �� � � � D ► . �D • •• • , e . ,�. � • � � � � •� D ♦ ."�_°°°` °+ '� ' — I—I I _ ,_ _ _ C.I.P. CONC. TOPPING SLAB, RE: STRUCTURAL DRAWINGS _ i � � _ _ _ _ _ _ DEVELOPMENT � - -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 i FILTER FABRIC `���'�" -I I I .—. — — — — _ _ _ _� � �=1 I (—� 2" RIGID INSULATION AT TOPPING SLAB COMPANY � _ (,�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 � Y � . . DRAINAGE MAT AVON, COLORADO �� -� I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I 1=1 � i- P R O T E C T I O N B O A R D (Y 4" A S P H A L T I C H A R D B O A R D) i °� ��. �=� .,, � � HORIZONTAL WATERPROOFING SYSTEM , 2" SAND WITH SNOWMELT TUBING ARCHITECT � �� �� � � CONT. BACKER ROD & SEALANT 42�40 ; - - ' METAL GUARDRAIL (PT-1) ARC H ITECTU R E ' , TWO—SIDED FORMED WALL WITH THRU-WALL SELF ADHERED FLEXIBLE FLASHING, Denver, Colorado s . � � ��N-�� SHEET WATERPRO�FING MEMBRANE nP. � -r. o. WALL WITH STONE VENEER - � 6 SCALE � _ � -o ��os BEAD OF LIQUID MEMBRANE ALONG TOP OF srRUClv�u. �xGn�x BITUTHANE TO SEAL MEMBRANE MONROE de NEIIELL ENGINfiERS, nac AVON. COLORADO - C.I.P. CONC. WALL, 2-SIDED FORMED, RE: ; NOTE: ALL METAL GUARDRAILS SHALL BE PAINTED (PT-1) STRUCTURAL DRAWINGS NOTE: SECURE TOP OF WPM �P �G�� ; � ABS CONSULTANTS. INC TO OUTER SURFACE INSIDE FORM & CAST CONC. nExvER, coi.oRano TAKE CARE NOT TO DAMAGE WPM WHEN REMOVING tarmscape axc�cr �'� FORMS, THEN DETAIL TOP OF WPM. PATCH FORM TIES �xx associa�s - THROUGH PREPRUFE W/ LIQUID MEMBRANE & n�R, cotoRano ; � �� n SHERRY DOR1fARD � 4 � CONC. WASH (STOP AT CLAMPING RING) PREPRUFE TAPE.) „ ,� 4�� TYP. `��� DRAINAGE MAT � , � � � BITUTHANE, LAP OVER TOP OF PREPRUFE MIN 6"; vnu., coLOxnno ; � `� NP. ; , ; , FINIAL PROTECTION BOARD (Y4" ASPHALTIC HARDBOARD) %; , %, % EXTEND MIN. 24 ABOVE GRADE BEHIND STONE CIVII, ENGINEER ac SURVEYOR � �, '-'"" VENEER. USE LIQUID MEMBRANE TO SEAL AROUND PEAK LAND CONSULTANTS, �rrc. � ""' , . , , vau, cowxnno •- TOP RAIL HORIZONTAL WATERPROOFING MEMBRANE COVERED W/ HYDRO a ,� ,,, � �' '• '; ANCHOR PENATRATIONS PRIOR TO INSTALLING STEEL I � -`'�`���� •' ' -. • • � : II . . `� ! I� �� ANGLE. (NOTE: ANCHORS BY OTHERS MUST BE i 1� SQ. FLEX-FLASH UN; CLAMP INTO CLAMPING • - INSTALLED PRIOR TO WPM SO THAT THEY CAN BE WP. , � � � � � � � � » • / O O � x � -J� ° � . ' ' ' PRIOR TO INSTALLING ANGLE ' �r O O O O O O O Y2 SQ RING OF DRAIN BOWL ALONG W/ HOT I � � ��' :�� � , ROUGH STONE VENEER PROJECT N0: 20830.01 ' � LAYER OF HORIZONTAL WPM ABOVE AND BELOW _ _� , � , . . �j �, • d. , � STEEL MASONRY SUPPORT & ISSUE ISSUE ISSUE � 1 SQ. _ - Y2" SQ. CLAMPING RING ° � � f ,,� '• ' ' - • � � � EMBEDS, RE: STRUCTURAL DWGS N0. DATE DESCRIPTIO '� - 10.10.03 D COORDINATION '� DOME • ` • '• • •`• .��, , d�, ��I I - PREPRUFE 160 MEMBRANE, PIACE PRIOR '' � a• :, ,. ; - ' - TO SECURING ANGLE EMBEDS - 10.31.03 ISSUE FOR GMP � 0 3/4» SQ. , ` � . • ( . . • % ..a y' _ _ I _ j ' � � � � y � � � ��(= PREPRUFE`TAPE 01 1.06.04 ISSUE FOR CONSTR. � � _— _ — I `• 9 .. s• I .� — i M ° w :" . ' ' � a � MOVING • � -. � ' � _ NPICAL DETAIL TO TERMINATE PREPRUFE �4,� SQ, ,� � � � AFTER RE , -; ,a � I I I- TERMINTION BAR TO SUPPOIRT RE RUFE Y2„ SQ • i FORMS, USE . • '•. , s � � - AT TOP OF LAGGING D a ° � '' ' TERMINATION BAR TO -III= �_n �-��--���--��—�j !—ROSETTE—� . „ . , , ►,• ° ATfACH TOP OF � " '• 2" RIGID INSULATION TO FROST ELEVATION, STEP 74H SQ. • , v ° II .a ..• _ � .Ti��� rn � ' • ' �DRAIN BOWL PREPRUFE TO CONC. I-III- LAGGING BACK IU ALLUIIV rci�iu IIVJULHIIVIV ►� WALL 'p .� ( I I=I EXTEND DOWN TO FROST ELEVATION WHERE " �' - NECESSARY C.I.P. CONC. SIAB SOIL � WOOD LAGGING, 2" MAX. SPACING BETWEEN - -- - -- COLD JOINT —�,,i.r. �rr��� vi�� �iv�� C�C�AACII T�l Tf1P OF I A(;(;IN�; ' WATERPOOFING DE'�AIL C� - - ------- -- WALL & SURFACE PARKING �� rTTTAR ETAILS 5 WATERPR04FING Cp�DRAIN 2 S�; 3/4� - ,.-o� DTWP02 ;� 8 SCALE: 1" = 1'-0" ��b� I ,. ,. . — - CONT. BACKER ROD & . �, a� .. � I I I-I I I WOOD LAGGING SEALANT - � I I=III=i CONC. SLAB - ' " • C.I.P. WALL (ONE-SIDE DRAINAGE LAYER ° � °, • I-I I I-I FORMED) RE: STRUCTURAL GRAVEL BASE, � t' � � ^ � (I I-I I(- DRAWINGS PREPRUFE 160 (ADHERED TO C�L. C�L. RE: STRUCTURAL �: • •,: � � I=I I I=I I PIPE PIPE DWGS. -• _ PREPRUFE 160 MEMBRANE CONC) � � � � I=I I I=I I� TERMINATION BAR TO SUPPORT ,=.I I I—I I I I I I I I—� � . `4'N � . , . , J�` -. ' __ U F E _ — — - SNOWMELT SUPPLY & RETURN (SEE NOTES 1&2) .• °. _ _ DRAINAGE PANEL „ 60�$ �x88S DRIYg VERTICAL EDGE OF PREPR _( ( !—! ! ( ( ! ( II _I MIN. 6" ! ° ' ` _ � ASTEN � 12" — —" — ! �—I f �—� ( �—i I STAfNLESS STEEL BAND CLAMP . , � ,�, 4 • � a�. . �. •. .� . • ' '` -a .� r •. { � = f f= V'1QOD lAGGlNG, 2 MlAX. x� ��� TO LAGGING, F •I I I—I I I—I I � ( I � � _ TYP. ` . OVER W PREPRUFE _ _ _ _ CLR. I FLEX-FLASH UN SEE NOTE #3) o 0 0 0 0 0 0 0 •• � I=I�If I I SPACING BETWEEN (RE: ys1L� �� � �APE C / I I NEW 2" HIGH CONC. CURB. CLEAN & ROUGHEN � : - - SH@RING DESIGN DWGS.) - - --------- TOP OF CONC. SLAB PRIOR TO PLACEMENT � 8� � � •• • ° I I I I=�"I��- d — NTAL WATERPROOFING MEMBRANE (SEE NOTE 4) �I , .• ,• ^, 4•, .a . • I I-I I I-I I 4� ° 4 Q p HORIZO I I I—I , .'°'' °' ._ � a � ' .` tr . '"' I=I I�I=�ORMED)oRE:GSTRUCTURAL � 9 � � VERTICAL BEAD OF LIQUID — = o . > ' ,° ' % ° � � J L-J _ ��` � `� � `� '• � ' � `�.r� MEMBRANE � ° • �°� ° � -�-�- PROTECTION ` . '•' ; , ", ,' . „ � • � � � � �q � , I I�I I I •° ' " ,• n•. I I I—I(I �. � a' " + DRAWINGS � (� r • e � '4 ��� a I �• � I—I I I—I � V � ( a� ` •9 6 . s °D• . � a e I ; a �.�� —I I I�–I 4 '. , , � .•a •A� ' _ • . ' • _ – � WRAP LOOSE EDGE OF —I I I . . o> . ► p � . p w � • ' + , • � • � .• . , _ : •� �,, a . ' �., '�' ! ,, � , % . • PERFORATED PVC LOOP PIPE, PREPRUFE AROUND FORMED • . � , • •• ° • . , • • I . I ° , a , —I I I , r . . • r . ,� I I=I I I=I RE: UNDERDRAIN DRAWINGS I I I � � ► — . ' _ CORNER & FASTEN VERTICAL � � ' ' - ` , �• . . , , . � - _ RMINATION BAR, —I I � °. • • • �, • :° '. ,� . .' , d' I ( I�—I � ..,a. �,.,'�� d., •d , .,. «.''`•' ' = DRqINAGERMAT)E EEND TO � EDGE W/ TE . d I I—I I I t • �. Vail Park & Gara e FASTEN C� 12" O.C. COVER W/ I • ° - ► I I a• . , ., ; , Y :a ,. , � ' I I I-I I I= UNDERDRAIN DRAWINGS at Lots P-3 & J BITUTHANE WATERPROOFING _ ( p • •' , p ONE-SIDED FORMED CONCREfE a f a • e a d • a ., �� .. � °'.` �.-, •Q '- . 4 : . -� : I=I I I= • . ° , . , � a� ' , . , , . ,, MEMBRANE —I I . � WALL I I o0 :a ; . , s � . •. •` •. _I I I_ AQUADRAIN 100BD � BOTfOM > ► �--e'�+c.�� , i e I . , . � i��^� OF WALL W/ SIDE OUTLEf . , .. I I C.I.P. CONC. SLAB • DRAINAGE LAYER = � „ TWO-SIDED FORMED CONCRETE , : ' .,•� ,,, A�� . . , � � I I I- - TO TIE INTO LATERALS & FIRE-RATED CAULKING MATERIAL I=I(I-'I i —I I � b • '' ' 4 WALL o� o��o 0 0 + o 0 0 0 0 � I I I=I I I= �N-LINE COUPLERS e • s �(� BITUTHANE WATERPROOFING I i ( � .o ' � � � � � � ��" � � I-I I I-I I I= BRANE - I , , o� o� o� o� �� �� �� �� � �� �° i i i—i i i—i LOTS P—3 & J MEM -II ( - - - - - - - - ° • ► ' ° NOTES: � 8g� � _ � � � � I—I I I I I I I i 1. PIPES SHALL BE COPPER. POLYETHYLENE TUBING SHALL NOT BE USED FOR PENETRATION. - - -III-III-I 2. Ma�c. OPEw�TING TEMP. = 135'F; MAX. TEMP. ALL CONDITIONS 180'F. 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��iI I I—I t I—I I I—I I I—I I I iI I I= 3. REFER TO AMERICAN HYDROTECH DETAIL W-86 FOR ADDITIONAL INFORMATION. -���=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� 4. OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CLARITY. SEE 1YPICAL DEfAILS ���_���-)I I-I I I I I� '��-I I I=''� DETAILS - ���-� ' SHEET A501. ALL OTHER DETAILS O F H O R I Z O N T A L & V E R T I C A L T R A N S I T I O N S A P P L Y P E R AMERICAN HYDROTECH DETAIL W-4. � � EN�TRA�I�N 1-1� O � , TYI'. SI�O�I�EI�T P � VERTICAL TERM. TIE—IN WATERPROOFING AT FOOTING � � THROUGH HORIZONTAL WPM 1 S�: 3 4 = 1 -o ��o, 2 - - � LAGGED TWO—SIDED FORMED WALL 4 S�A�: , _ , -o ��P� � SCALE: 1 =1 —0 nnTwPO7 _ � PAINTED METAL LOUVER (PT-1)AS SCHEDULED, � ��c, �� ,}°°�� �r '�'� y EXHAUST PARKING TOCMOUNTING F AMEHED �� � ,,�,"�� SHAFT GARAGE RE: MECH. . R 1��;L _ MOUNTING FRAME SECURED �O �SQN I ___ - __ _ TO MASONRY OPENING AND ` �z���� � ' I v v�v �'�n" � ' I � �M � EMBEDDED IN CONT. g ���sAtJ�'� � , „,�, � ��i..i��i i tnii i ii Si-iiivinniiv� Hi SHAFT a INTERVALS AS NECESSARY ����5�'D C����� a � GARAGE A� � ° CONCRETE WALL, a RE: STRUCTURE CONT. SEALANT EXTERIOR a � o �° EXPANSION BOLT � °ad a � REINFORCED CONCREfE, d RE: STRUCTURE 4-6" ROUGH STONE ° o a CMU WALL / // ,. � //� // /� VENEER FULLY GROUTED, ° a d a - - � OF WALL � � / /// // • // //� //�j// RE: ARCH. ELEVATIONS a / // // // /// // // FOR TYP. PATTERNING � �/��///� / ' / /� //� /�/// CONCRETE WALL ABOVE, d � �T' / //� �j/� //� // RE: STRUCTURE � a d O �� ; ' � - � �- ' - ` ' �- •, � » 2" O.D. PTD. STEEL TUBE � `� a• '� a �" -'� :, . / / VAPOR BARRIER MEMBRANE, ° 3 'NP' GUARDRAIL (PT-1) SET IN O � a d � , //�j RE: SPE a 6" SLEEVE AND FULLY �° v ° 4 a � .• � GROUTED, TYP. Q � Q � \ // / - CONCRETE WALL, iri a a �'. /// RE: STRUCTURE ��� ° ° � � �/ GUARDRAIL ATTACHMENT C RAMP 4 L�UVER JAMB C� CMU WALL �r � ° ° k� / / 8 � � a � a a // ._ . � ° /// ° � ° -�� , � � a a a // a ° a 4 # CONCRETE WALL, a a // � ° v a I-� /� RE: STRUCTURE ° d d . / // 4 � Q aa ° a a a � / GARAGE CONT. SEALANT a ° -� '� �= ,�. .��..<„ �� ° d Qa � //// 5,� v d �;�.� ` � a a a a a 2$ a � %�3 a ;z:�.� I ��•' // / o ° XPANSION BOLT ° d ,� �. ; /� �p o o p E CONCRETE WALL, a a �ioo � `� � o ANCHOR CLIP RE: STRUCTURE �j � CONT. SEALANT �// /// / � o - -; a T^ � PAINTED STEEL STRUCTURE O O � � Tr�� _ T.��. _ FULLY GROUT FRAME, TYP. CONT. SEALANT a d ° `��1 (PT-1)� j.//_�ji��j,// t�_ �� � o D L�_— .• � L5» � a 4 a � v g RE: STRUCTURE � � /�//�/ / ' o o ` ` , DOOR AND FRAME EXPANSION BOLT .� � � MU BELOW r /�// �// / � r r AS SCHEDULED, a a �� f.� C � / � /� D � _ RE: SPEC. ANCHOR CLIP a MOUNTING FRAME SECURED Z O O ° ° . ' TO MASONRY OPENING AND � p° L A , a a a � � ""00 GARAGE _.��_ -��_ Q � EMBEDDED IN CONT. ENTRY � ^ � SEALANT WITH SHIMMING AT � FULLY GROUT FRAME, TYP. � �--J a d � � » � - . INTERVALS AS NECESSARY / � STAIR � 3�� ' , - 2���NP g 2 � DOOR AND FRAME ° a ENT AS SCHEDULED, , ° � a ° � MECHANICAL EQUIPM , RE: SPEC. RE: MECHANICAL CONT. SEALANT AND BACKER ROD d � PAINTED METAL LOUVER � ° � (PT-1) AS SCHEDULED, D 0 0 R JAMB � C 0 N C. WALL ""� MECHANICALLY ATTACHED � 1" 5" � �� 8 TO MOUNTING FRAME 2 " RE: MECH. ALIGN WITH ADJ. JAMB STAIR OWNER/DEVELOPER DETAIL 2/A511 EXHAUST SHAFT VAIL RESORTS DEVELOPMENT � COMPANY 10 LOUVER JAMB C� GARAGE ENTRY AVON, CoLO�o • ARCHITECT � � a CMU WALL, 42�40 � a � RE: srRUC-ruRE ARC H ITECTU R E , ° � I o I_ EXPANSION BOLT Denver, Colorado Q p p SfRUCf[JRAL SNGINEER _ � MONROE de NEWELL ENGIIdEERS, INC AVON. COLORADO , � O ELEVATOR PAN Lc RE = GARAGE 3 D 0�R JAMB C� C O N C. WALL MEP ENGINEERS ABS CONSULTANTS, INC � DENVSfi, COLORADO � - LANDSCAPE ARCffiTECT , . . � t�I00 IIENK ASSOCIATES ' � DENPER, COLORADO ` v .. , .-•�� ° J N� CMU WALL s�xsY no�aRn � . , I I REINFORCED CONCRETE, vau., cor.oxano • • ` I CONT. SEALANT RE: STRUCTURE GARAGE PAINTED METAL LOUVER CIVIL ENGINEER dc SURVEYOR (PT-1) AS SCHEDULED, I PEAK LAND CONSULTANTS, n�c. MECHANICALLY ATfACHED 4�» CONT. SEALANT vnu, coLOxano TO MOUNTING FRAME ��� 2$' RE: MECH. ANCHOR CLIP EXPANSION BOLT CMU BELOW � FRAME,GTYP. ANCHOR CLIP - a PROJECT N0: 20830.01 � MOUNTING FRAME SECURED ISSUE ISSUE ISSUE FULLY GROUT FRAME, NP. a a N0. DATE DESCRIPTION SCHEDULED, � 10.10.03 D COORDINATION TO MASONRY OPENING AND FRAME AS .. • _.� e EMBEDDED IN CONT. DOOR AND FRAME --� � -�� C] SEALANT WITH SHIMMING AT RE: SPEC. qS SCHEDULED, � • ' , ° - 10.31.03 ISSUE FOR GMP INTERVALS AS NECESSARY • I ELEVATOR RE: SPEC. , RE: SPEC. � �-- � 01 1.06.04 ISSUE FOR CONSTR. MECHANICAL EQUIPMENT, GARAGE , •� RE: MECHANICAL - �" - PAINTED STEEL STRUCTURE � � � ENTRY CONT. SEALANT BEfWEEN DOOR JAMB � ELEVATOR MI� (PT-1), - ' STEEL STRUCTURE AND Ej 2" 3» RE: STRUCTURE ``�10° STONE VENEER $ ALIGN L+VLT A TTGrT C�V A L�T— CONT. SEALANT �i � STAINED PANEL AND r'°nr'u''1 ''n"r 1- CONCRETE COLUMN, BATTEN WOOD SIDING ON ELEC f MECH ROOM, RE: STRUCTURE d a O O 3/4" FURRING STRIPS STAIR a (PT-3) a M�� VAPOR BARRIER .� � a MEMBRANE, a � i a d a _ RE: SPEC. c� �(�(1� JAM1� L LMU wA.LL . a � 4 -6 STONE VENEER BELOW, �+ BOTTOM OF SLAB �l RE: ARCH. ELEVATIONS v Q ANGLt JUh'F'VKf fSUTH 51UE5; � d a � � CMU WALL. V4PnR RARRIFR 5�� SECURE TO SLAB ONLY ° a ° a � I RE: STRUCTURE MEMBRANE, (RE: STRUCT.DWGS). � CONT. SF�4LANT RE: SPEC. - -�`� STUFF GAP ABOVE W/ a ° I v ° REINFORCED CONCREfE, FlRE SAFING INSULATION a v REINFORCED CONCRETE, (SLAB AND CMU ARE NOT a a ° a a RE: STRUCTURE RE: STRUCTURE H EAD TO BE CONNECTED). � d a � d I , a STAINED WOOD TRIM GARAGE STAINED WOOD TRIM a a Q (PT-2) WITH PLUGGED ENTRY (PT-2) WITH PLUGGED I a d a ( ANCHORING AS SHOWN, ANCHORING AS SHOWN, ' a ° a RE• ARCH. ELEVATIONS RE: ARCH. ELEVATIONS a I a a d I . EDGE OF PAVERS, � a d RE: LANDSCAPE � d I O � � �'`�.,.� d d d L� a �� MI00 GD�g CS$BS DRIVB --`,�1 � NOMINAL 8X8X16 CMU BLOCK. � a ° ! ��� 1�� � �3�� 2 R� ����� UL FIRE CLASSIFlCATION AS " 2 8 REQUIRED FOR WALL RATING. a I I 6 _ 0 � �4� Q� PLAN ,r,�o � ��34 � Q p G> � ( No�: � N , � q D � ,ELECTRICAL CONDUIT & BOXES I TO RUN INSIDE CMU WALL L � � � � � �� _ a a --� � �� � a ' � � �� RE: STRUCT. FOR GROUTED N � � ° a � � L r J �� I � � CELLS. REBAR, AND SLAB a a d v a a o D b- � � Vail Park & Garage CONNECTIONS C�D CMU HEAD. � � I a at Lots P-3 & J � ° aa a I Q Ir � � D #� d a i � � �'L �� ---o � �'C� � a a , SILL a , , _ TOP OF SLAB __� a a THRESHOLD, ° o LOTS P-3 &. J � RE: DOOR SCHEDULE ° aa a SOLID WOOD DOOR AND �;�i� a � N 0 N R A T E D a a M� GARAGE FRAME (PT-2), � aa� �-�M�-NR-,3 RE: SPEC. DETAILS AND a GARAGE � � WALL TYPES 1A 1 HR FIRE RATED WALL; UL U905 CMU WALL, SECTIONAL OVERHEAD SECTIONAL OVERHEAD . RE: STRUCTURE GARAGE DOOR, GARAGE DOOR, - � RE: SPEC. RE: SPEC. A 511 . - CMU WALL TYPE LOUVER AND D�4R C� GARAGE ENTRY 5 WOOD SECTIONAL DOOR C� GARAGE ENTRY 1 WOOD D04R & MTL. LOUVER C CMU WALL 11 � SCALE: 3" — 1'-0" � I ' CONCRETE ROOF TILE, - _ -.- � INSTALLATION PER .-°'� ��� � � � MANUFACTURER'S � �,�.. �� ``��;�"� -; _ RECOMMENDATION ,' ��� �� t, 2 LAYERS SHEET MEMBRANE �� t ����� . „ WATERPROOFING OVERIAP 18 ��r�� ����a �` 7/8 STUCCO SYSTEM, BOTH SIDES OF RIDGE, TYP. � ��� � RE: SPEC. � ��� �� ,� . R�,iii�i�� PAPFFZ T & G W0��1 �FCK!l�G, =`,r�, ��,. �� SELF ADHERED FLEXIBLE ` � RE: S i RUC i U�AL Di�GS. CONCRETE ROOF TiLE +�'� � - , ° FLASHING TO SEALANT P� ROOFING ON CONTINUOUS �S�D A����� , � JOINT COPPER SNOW ' •°' • a HEAVY TIMBER WOOD BEAM, SHEET MEMBRANE � FENCE WITH LEAD • j � RE: STRUCTURAL DWGS. CONT. SEALANT AND JACK AROUND ' / CONCRETE ROOF TILE ON WATERPROOFING Z o° BACKER ROD BASE OF FENCE , O � j ,�� � . , CONT. SHEEf MEMBRANE T & G WOOD ROOF DECK, � � ROUGH STONE SILL/BAND RE: STRUCTURAL ,i Q\ WATERPROOFING RE: STRUCTURE � � i DWGS. �, � � COPPER OPEN VALLEY � � � "� �- ''' � ' CONCRETE RAKE TRIM . � . ; -.. , � ,,.. � ° GALV. MEi'AL STONE TIE CONCREfE ROOF , . '� FLASHING ATfACHED TO � ' ' ' ' " ° ( / SIETWEEN EACH STONE TILE ON SHEET �'• DECK UNDER TILES ————————————————— �> MEMBRANE O �� . � » » WATERPROOFING ; � � ' � T & G WOOD DECKING HEAVY TIMBER RAFTER - I 4 -6 ROUGH STONE � VENEER, ,, ' 2X BLOCKING � `_ ° � FULLY GROUTED ,�p • ".' • , ( 1 2 X 6 WOOD STUD WALL, r � � e I I METAL LATH ON VERT. RE: STRUCTURE I w �A � � � GALV. MEfAL Z-CHANNELS COPPER DRIP CONT. SEALANT AND < 5/8" WOOD TRIM ON � 16" O.C. EDGE DOWN BACKER ROD � � BUILDING PAPER ON 5/8" � EXT. GYP. SHEATHING Q 0 4 BEHIND GUTTER AS 7 8" STUCCO SYSTEM, I ► RUN HORIZONTAL �� SHOWN, TYP. RE: SPEC. � � ( / _ CONT. BACKER ROD AND � N e � WATERPROOFING UP TO 6 MEfAL LATH AND BUILDING � � SF�4LANT WITH SELF-ADHERED �.�G.� o> I ; / ABOVE STONE BAND/SILL PAPER � COPPER HALF FLEXIBLE FLASHING AROUND � � � ROUND GUTTER —2" RIGID INSULATION � OPENING p SUPPORTED BY „ � � � 5/8 EXT. GYP. STAINED WOOD LOUVER � � 4 ° RE:UST/RUCTURE S MEKFINISHF � RIDGE 8c VALLEY DETAILS C� PAVILION i � I SHEATHING � WITH BIRD SCREEN � I I I I ( I COPPER DRIP WITH CONT. �p e i . / FILTER FABRIC HALF ROUND GUTTER c wooD SHAKE ROOF 2 X 8 WOOD CEILING ( CLEAT, T,rP. WITH CONT. �, c� L_,_ - 8 SUPPORT WITH R-30 BATT --� SOIL, INSULATION I S�ALANT AND BACKER ROD � e � � ( I I RE: LANDSCAPE P� HEAVY TIMBER BEAM WITH COPPER BEAM TAIL � 'a s COVER, TAIL PROFILE AS DIMENSIONED e s � • - °a � e ° ° I �I I I 2" RIGID INSULATION 9„ 1'_2» 9" 5/8" GWB , ta> b � � a ('� � � — M � ��� O ° ° r PLASTER SYSTEM, � �-7 I � I A ° ° � ON METAL LATH �- POST $� WOOD ^ ��, MN � � � RE: STRUCTURE � . TYP. TRA.NSITION BETWEEN STONE �4ND STUCCO �o���R � _ _ � CONT. METAL REVEAL _ ,A �N � 1� DOWNSPOUT � � � RABBIT NOTCH, - � � i i i RE: SECT. DEi'AIL CONT. SEALANT � a � ROUGH STONE ' � � �..� �� P5 CAP BELOW i o i � ALUM. CLAD WOOD 1�"1" m J CONT. SEALANT AND WINDOWS 3" 6" 6" 1" � $ � � BACKER ROD � -- -- —_ � I S OPE SLOPE STAINED WOOD SHINGLES c� WOOD LOUVER C� VESTIBUL GABLE � ROUGH STONE BAND/SILL LINE OF ROUGH I ON BUILDING PAPER ON eJ COPPER STANDING SEAM BEIOW STONE VENEER r-- --- - --- 5 8" EXT. GYP. METAL ROOF ON i ____ _ � ALUM. CLAD WOOD CONTINUOUS SHEET BELOW i SHFATHING ON 2X4 WOOD PA � � � a � � STUDS WITH R-19 BATT WINDOWS MEMBRANE WATERPROOFING COPPER DOWNSPOUT i i i INSULATION ON VAPOR 6"X3/4" WOOD TRIM WINDOW ATTACHMENT CLIP T & G WOOD ROOF DECK, I �' a a e � N � � RETARDER ON 5/8" GWB a ° I `� 2 X 4 WOOD STUD WITH � RE: STRUCTURE �, �9' ' PLASTER SYSTEM, OWNER/DEVELOPER �_ 7/8" STUCCO SYSTEM °a� I _ R-19 BATT INSULATION . SEALANT AND � � METAL LATH AND BUILDING PB _ _ � I _ _ _ RE: SPEC. VAPOR REfARDER BACKER ROD PR�OTFEI ETAS � PAPER ATfACHED TO co CONT. SEALANT RUN SHEET MEMBRANE DIMENSIONED VAIL RESORTS METAL CHANNELS --J 5/8" GWB WATERPROOFING UP EXHAUST I SELF ADHERED FLEXIBLE � UNDER WINDOW COPPER HALF ROUND DEVELOPMENT FLASHING UNDER BUILDING ��� ALUMINUM CLAD WOOD PLASTER SYSTEM GUTfER HUNG WITH COMPANY SHAFT SLOPE COPPER FLASHING UP BRACKE� AS SHOWN _,� PAPER � 4" 'WINDOWS ATTACHED TO ON MEfAL LATH DOWNRTOi RO FINGD AVON, COLORADO MOUNTING FRAME SECURED WOOD POST TO WOOD BLOCKING 3 4" WOOD TRIM ON 1" METAL DRIP EDGE, ATTACHED TO MASONRY BUILDING PAPER ON EXT. OPENING WITH SHIMMING AT �" GYP. SHEATHING CONTINUE BEHIND ' iNTERVALS AS NECESSARY PARK 4 PAVILION GUTfER ATfACHMENT ARCHITECT LANDSCAPE �", n'P. �'—�" VESTIBULE cotv'r. SEAIANT RAFTERS,URYPTO 42�40 - 11 BOILER INTAKE LOUVER C� STUCCO CMU WALL ARCHITECTURE PAVILION ALUMINUM CLAD WOOD HEAVY TIMBER BEAM, Denver, Colorado - P3 RE: STRUCTURE � WINDOWS ATTACHED TO srsuclvxnL sxcuv�x WOOD POST 5/8" EXT. GYP. MONROE dc NE1fELt ENGINEERS, nac VESTIBULE ���o AVON, cow�o ELEVATOR DOOR �"a1 (2) 2 X 4 WOOD STUD SHEATHING PER SPEC. ' .=� POST � �G� d- I � 2 X 4 WOOD STUD WITH ABS CONSULTANTS, uac - 23�� L — _ BAIT I N S U LATION 6., nExvEx, cor.o�,►no ELEV FRAME PER $ - STAINED WOOD TRIM ' n'P. � LANDSCAPE dRCffiTECf SPEC. "�10° VAPOR REfARDER 2 � �r�rrx associa�s I ��`O,� „�N DEIWER.&OLORADO FULLY GROUT . , - 4" FLASH NGHERED FLEXIBLE 41 N SHEItRY DOKBARD ,3„ van.; coLOxnno FRAME, TYP. "�'10O � ELEVATOR � � 43�� � cV . -` rJ $» Gwg '¢ 2 7., CNII. ENGIIVEER dt SORVEYOR ANCHOR CLIP AND u o� a � r� WOOD POST ASSEMBLY C� PAVILION „ � o� ����� � � PEAK LAND CONSULTANTS, INC. EXPANSION ANCHOR � ° ER ELEV. MANF. r 1/2 WOOD TRIM ° FILL WITH CONT. SEAIANT ' PLASTER SYSTEM J�° �� WINDOW ATfACHMENT CLIP PER SPEC. " C a „ 3„ �� 5�� P2 SECURED TO 2X HEADER I PROJECT N0: 20830.01 1" STONE BASE ° 5 4 2 �g ISSUE ISSUE ISSUE BELOW CONT. SEALANT AND N0. DATE DESCRIPTION CMU WALL WITH ROUGH STONE BAND BACKER ROD - 10.31.03 ISSUE FOR GMP BELOW 01 1.06.04 ISSUE FOR CONSTR. REINFORCED STAIR 1 WIN OWS D WOOD CONCRETE AT JAMB, 7/8" STUCCO SYSTEM, CMU WALL, i nP� RE: SPEC. RE: STRUCTURE WINDOW WALL ROOF AND t�UTTER C� PAVILION VESTIBULE ELEVATOR DOOR JAMB � PAVILION VESTIBULE P PER ATTACHED TO�LDING 2 1 O M E f A L C H A N N E L S � - d a� FRAME AS SCHEDULED � 2" G A L V. M E T A L , a d r ALUM. CLAD WOOD � � � L—LNANNtL.S C�9 16� O.C. IQ_a ` �p WINDOWS I PAVILION SECURED TO CONCREfE VESTIBULE PLASTER SYSTEM WALL WINDOW ATfACHMENT CLIP I BACKER R DNT AND 3�� ON METAL LATH GA LV. MEfAL STONE TIES WOOD TRIM �4�� 24 � 24" O.C..� TYP. _ �� M CONT. SEALANT SELF-ADHERED FLEXIBLE CUT STONE BASE, �— TREATED 2X BLOCKING—� FLASHING �RF• AR(:H FI_EVATION �„ o�nin tAICI 11 ATIlIAI � L 1\IVIV 11\JV1../'\I IVI• i� FOR WINDOW ATfACHMENT ALUM. CLAD WOOD CMU WALL, SECURED TO CMU WALL �iN I WINDOWS ATTACHED TO _ RE: STRUCTURE 34�� WITH EXPANSION BOLT WOOD POST �' ;.� / 4"-6" ROUGH STONE VENEER, L FULLY GROUTED ON MEfAL LATH ROUGH STONE CAP, � ON HORIZONTAL WATERPROOFING ��. � P� — — — FULLY GROUTED / od° I » __ � STONE , � / 2 RIGID INSULATION -- � TERRACE 4" ROUGH STONE VENEER, ° ° i I FULLY GROUTED ° RUN HORIZONTAL � i I � � ° / WATERPROOFING UP TO � 6 STONE VENEER STUCCO C� GARAGE STAIR 2� STONE SET IN " ( � I � MORTAR BED o � CAP AS SHOWN s CMU WALL, / e I � � RE: STRUCTURE 22�� P2 / � � � FILTER FABRIC I CONCRETE SLAB, � z � RE: STRUCTURE < � ° ° I � � a: 64„ g8�� EXHAUST ° ° � GORB CRBBS DB►Yg� � ` � I ! I { � ���`�� AGGREGATE BASE ° o ' ! � _ I ROUGH STONE BAND/SILL SHAFT � _____,,,, _ SOIL, � ;- I BELOW ACOUSTICAL INSULATION, Oo� O RE• l�4NDSCAPE a��L� Q�S WOOD SHINGLES 1�� RE: SPEC. a ���0� ° a, s � I I I I � � ' REINFORCED CMU, 12 I rI I I I I I d�d � q D a �rnao RE: STRUCTURE r �o �� ° � ( � 4" RIGID INSULATION FILL GAP WITH FOAM � �����0 ����Q ° � � � q d � INSULATION ;.� 7/8 STUCCO SYSTEM, � �, �o ° I I ( I I I I � �Q ��poO��p e COMPACTED SUB GRAD �p�o04Qp� s , Q , - I Ll�I__ �11_! � 4� 7/8" STUCCO SYSTEM RE: SPEC. �Q O Q e . I � ROUGH STONE BAND ,� MECH. LOUVER AS oO�Opo� BELOW ° ° " SCHEDULED o0 ���oO���Q � � ° ° � WAT RPROAOFING, � METAL LATH AND BUILDING � � ��po ��Q p °` e � RE: SPEC. METAL LATH AND BUILDING PAPER ATTACHED TO �°� a oQ�OooQ� a s o � Vail Park & Gara e PAPER ATTACHED TO MEfAL CHANNELS �° � Op ��Op L__`_-- g at Lots P-3 & J MEfAL CHANNELS p a p ----- CONCREfE SLAB, 2" GALV. METAL P E SELF-ADHERED FLEXIBLE a � � RE: STRUCTURE Z-CHANNELS � 16" O.C. FLASHING ° Q � � SECURED TO CONCRETE STONE 2" GALV. METAL l— CONT. SEALANT AND � � � � o� WALL TERRACE Z-CHANNELS � 16" O.C. � 8��� NP- BACKER ROD o � � $ a —�\ c . PC — — SECURED TO CONCREfE �- g a ° � LOTS P-3 & J 54„ WALL � g GALV. MEi'AL STONE TIES o � ° � 24" O.C.., NP. � � PARK ° I � � . 2" RIGID INSULATION, NP. STAIR 1 2" RIGID INSULATION� lYP. �DSCAPE DETAILS STONE VENEER & STUCCO C PAVILION ENTRY STON V A� � 1 _ . � 5 E ENEER C� GARAGE EXHAUST SHAFT 1 STONE HALFWALL C� PAVILION ENTRY SCALE: 1 1/2" — 1'-0" .-�� ��� �� �m � ��� ���. � " . �a�. Jl7' iVSGiV l` � ��� � �f � ��'���,� c����,�:;� PE � �� =Y CONCRETE ROOF TILE ON SHEET MEMBRANE _� •:. ... •_ • t.. •:► . . . , „> WATERPROOFING ON T&G ________ ________________ WOOD DECKING -- ---------------- ' I . -, � � 4 W � PA PB O CONT. SEA NT ND � BACKE RO , P. Q � � COPPER CHIMNEY CAP � � � WITH SPACERS AS REQUIRED ATfACHED TO � 7/8" STUCCO SYSTEM ON o� CONT. CLEATS BUILDING PAPER ON 2" RIGID INSULATION ON 5/8" . M EXT. GYP SHEATHING ° ° � 4 s ° e _ I >��' se ' ° ' As � ' a e° M �� p e d p a ° ° ° ° � �s° ° � ' ° ° p - WOOD SHI GLE RAKE EDGE C� TOP OF STONE WALL ,- �� w:� :�_� �� � PRECAST REINFORCED � A� a ° � a � � a < � ° " "� 3 ;�'� �� �� f � E CONCREfE ATTACHED TO E a O STEEL POSTS a� � 9 a CONCRETE ROOF TILE ON 3" 1" R-30 BATT INSULATION � COPPER SKIRT AROUND I � P2 SHEET MEMBRANE FLU PIPES ATTACHED TO WATERPROOFING CAP AND FLUE PC r.nppFR FI ASNINf: TWO-PIECE COPPER —� 5/8" XT. W � co�ur�rr cov�r. � 2" RI ID IN U TION � SEf FLASHING IN A FULL EMBED FOR CONCEALED STEEL TUBE POST, COPP R S ING SET IN � � RE: STRUCTURE BED OF SEALANT AND � STEEL TUBE POSTS �- R-30 BATT INSULATION �� � MECHANICALLY ATTACH TO _, � ATTACHED TO CONT. CLEAT M"�� WOOD DECK Q COPPER CHIMNEY CAP � & ATTACHED TO VERT. � . s M � M ' t T & G WOOD DECKING WITH SPACERS AS MEfAL Z-CHANNELS � �� � REQUIRED ATTACHED TO 4�� � ' ` �- 16" O.C. � �� � CONT. CLEAT AND INSIDE Pj,�jrj • � 2X6 WOOD STUD WALL � ' � ' FACE OF CMU WALL � WOOD TRIM ON �UILDING i � �. PAPER ON 5/8" EXT. GWB i � �' ' ''�� ' ON BLOCKING � HEAVY TIMBER WOOD �� •�'.• i HEADER ATTACHED T � �. i � PRECAST REINFORCED � CONCREfE CAP ANCHORED CONCRETE ROOF TILE ON , � � � � i °° LED TENERS ��� TO CMU WALLS SHEET MEMBRANE °e--- - -- � �� � � ° o � �� '" WATERPROOFING � ° °� � �� " � � T & G WOOD DECKING � cD in ° , � � OWNER/DEVELOPER ,� � > g ` " �,�, COPPER FLASHING CONT. BLDG. PAPER FROM ' � g � ATTACHED TO CONT. CLEAT BEHIND BEAM TO LOUVER VAIL RESORTS ; s/s» Exr. GWB ON 2X �/s° sTUCCO „ �° FACE DEVELOPMENT ' BLOCKING AS SHOWN 1 � COMPOSITE DECK, � CONT. SHEEt MEMBRANE a HEAVY TIMBER WOOD RE: STRUCTURE COMPANY i WATERPROOFING UP TO � PLASTER SYSTEM ON RAFTER � BOTTOM OF CHIMNEY CAP � � MEfAL LATH ON 5/8" GWB ( AVON, COLORADO � I HEAVY TIMBER BEAM COPPER FLASHING CONT. � ANCHORED TO SLAB, �, o° CONT. METAL REVEAL � ' RE: STRUCTURE TO 6 ABOVE STUCCO e - BOODING iPAPER ON 5/8" 2 HEAVY TI BER HEADER C� PAVILION STONE WALL ARCHITECT � R-30 BATT 7/8" STUCCO SYSTEM RE: o ° EXT. GYP SHEATHING _ INSULATION ° , ° ' , ° SPEC. CONCRETE ROOF TILE ON s HEAVY TIMBER BEAM 42�40 a ° ° SHEEf MEMBRANE - � COPPER DRIP EDGE PAINTED METAL LOUVER ARCHITECTURE J , � 4 e 2" RIGID INSULATION WATERPROOFING a� ° ATTACHED TO CONT. CLEAT Denver, Colorado --- CONT. METAL REVEAL COPPER STANDING SEAM � a a � MEI'AL ROOF, RUN METAL C�NT. SEALANT AND o> METAL LATH AND BUILDING T & G WOOD DECKING PLASTER SYSTEM ON UP BEHIND SIDING 6" MIN. � PAPER ON VERT. GALV. ° BACKER ROD a�oxxo�Ux��Gn�v�xs, uvc ° METAL LATH ON 5/8" GWB ROUGH STONE SILL/BAND WITH enox, co�oxano COMPOSITE DECKING, o METAL Z-CHANNELS � � SHEEf MEMBRANE � RE: STRUCTURE � 0 4 STONE TIES BETWEEN PIECES �' �G�� 16" O.C. o WATERPROOFING, RUN UP ABS CONSULTANTS, nvc 1 - CMU WALL STAINED WOOD RAFfER o° R-19 BATT INSULATION DORMER SIDE WALL WITH SELF-ADHERED FLEXIBLE D�, cor.ox,�no (J � e a FIASHING BELOW AS SHOWN �xnscepE aRC�cr RE: STRUCTURE ° � � '� T & G WOOD DECKING e � / ATfACHMENT PER MANF. � � � , - ------- ---- ---- ----- I • n�R co°ion no � VAPOR RETARDER STAINED WOOD RAFTER, - RECOMMENDATIONS & RE: STRUCT. > SBERRY DORBARD CONT. SEAIANT AND � STAINED WOOD SHINGLES o a I ACOUSTICAL INSULATION, vau., coi.oxAno BACKER ROD 2 X 4 WOOD STUD WALL s � RE: SPEC. CiVII, ENGINEER k SURVEYOR HEADER, TYP. ON BUILDING PAPER a PEAK LAND CONSULTANTS, INC. STAINED WOOD TRIM ON � 4"-6" ROUGH STONE vnII., coi.oxnno I � STAINED WOOD TRIM SELF-ADHERED FLEXIBLE o> i / VENEER, � SHAKE TO M TAL ROOFING TRANSITION TMP HI�N �$UE�OGWBNGS, �4 I FULLY GROUTED ° � PROJECT N0: 20830.01 CONT. SEALANT AND > � • / METAL LATH AND BUILDING ry CHIMNEY CAP C� BOILE EXHAUST BACKER ROD ° , PAPER ON VERT. GALV. ISSUE ISSUE ISSUE ( � METAL Z-CHANNELS C� N0. DATE DESCRIPTION I � ( WINDOW ATTACHMENT CLIP, °° e i 16" O.C. - 10.31.03 ISSUE FOR GMP TYP. AT WINOOWS AND DOORS 01 1.06.04 ISSUE FOR CONSTR. ALUM. CLAD WOOD DOOR ° � ° I / ° � / III III I W44D SHINGLE AND METAL OOF C� VESTIBULE WALL �� � i ( � 5 4 L_ / ( ( I ( I I I I RUN HORIZONTAL RUN HORIZONTAL � ��I I I I I WATERPROOFING UP WATERPROOFING UP TO p, I SET THRESHOLD IN FULL � , O 1 , }�q UNDER METAL LOUVER I \ ,�n .�,.,,� .-�.����� „�.�� � , BED OF CONT. SEALANT _ e � dL�l1-i i i i i i TRANSITION T0� BUILD NGG� � ° � r � , e I �I ( I ATTACHED TO TREATED 2X 4 oA e ' // PAPER ° BLOCKING A e ; RUN HORIZONTAL o � ° ° s 4"-6" ROUGH STONE ° I II � STAINED WOOD TRIM WATERPROOFING UP TO ° I ° � �' CMU WALL 0 4 . / / VENEER, ATTACHED TO METAL � THRESHOLD AS SHOWN � e � � ( I I � ISOLATION JOINT WITH / FULLY GROUTED Z-CHANNELS SUB-GIRTS � o a s , � - RE: STRUCTURE c�-ei enrr enin Rer�c�R Qnn � � � / 1 2" STONE PAVERS SET IN , �° I ° I CMU WALL, � �/ ' �� � � �/ " mvR i�R o�v e � 4 � � o> RE: STRUCTURE • _ �- /�+� � � TRANSITIONING TO SAND �" °I ° � A` � � � I I I a � ' a ' . . • ,-•• -).:( '. ; p> � / 2" CUT STONE PAVERS 2X BLOCKING e 4" CONCREfE SLAB, s s ac � .) -' BED a � ,s I RE: STRUCTURE �, a D 2 SAND BASE WITH s �I I I I I p � � � � � / � SEf IN MORTAR BED ` °°s a - °a � I I ( I � n n � ° ,; � � � FILTER FABRIC , ° L__ � TRANSITIONING TO SAND (� � .,NOWMCLT �Y.,TCM� a „ e - BED r ° GRAVEL BASE COURSE �pp �I I I I I I RE: MECH e > q a ( �I ( I I I I 4 REINFORCED o p �� O , e, � CMU WALL, e , o I II CONCREfE TOP SLAB °' a e° � 2" SAND BASE WITH �p 4 I RE: STRUCTURE o> ' ° ° I L j � I SNOWMELT SYSTEM, a �Q O , FILTER FABRIC ° e , ° D p � � , o> e � RE: MECH � � I - FILTER FABRIC � SOIL, � � � p SOIL, e e I „ > I RE: LANDSCAPE � �I I RE: LANDSCAPE 4" RIGID INSULATION a a � 6 CMU BLOCK OUT � , I I a � I I M e '` q � � �� , SOIL, �- 2 RIGID INSULATION AT � � � � �I I I 2 RIGID INSULATION 0 0> s � - RE: LANDSCAPE ( ( I I ° � » `� D a� ' I f- � WALLS AND 4 AT STRUCT. ,> ( � � ° � RIGID INSULATION COMPACTED SUB GRAD I ( I a � I I I I S�B ° `� I I p e o> STAINED WOOD LOUVER ° I ° ° � �-- 4 � ° � � -LI HORIZONTAL _ � �I Q - I u�I HORIZONTAL 6" STRUCTURAL � �-- � a HORIZONTAL � I I I ( e ° � SLAB, RE: STRUCT. o WATERPROOFING, 4 I RET SPEC.OFING, � RE: SPEC. �xE$g DRjp$� �° � CQt�T. SEALAt�T AC�� � ` � P Q i WATERPROOFING, GpBE � � CMU WALL RE: < o p RE: SPEC. BACKER ROD ° � g� �� � II III ° L_ � ° ' t � �� � STRUCTURAL DWGS � � a L fl v► o CONCRETE SLAB, � � L CONCRETE SLAB, �� o � ° ROUGH STONE SILL, CONCRETE SLAB, FULLY GROUTED WITH � a � RE: STRUCTURE � � a RE: STRUCTURE p L? � ° � a p o ° RE: STRUCTURE SELF—ADHERED FLEXIBLE ����� � � a � o I o d o pA � FLASHING BELOW ���� a � � � �,�Q a � � `..s Q p D I � p � � � n D Q � � �� � � Q � CMU WALL� � � � p �Q e e RE: STRUCTURE e ° � op � a ,, � 2" RIGID INSULATION o� � � ° � a � o � � � a � Vail Park & Garage s p � Q � at Lots P-3 & J 7/8" STUCCO SYSTEM 0 METAL LATH ON BUILDING PAPER � LOTS P-3 & J 1 EXHAUST LOUVER C� PAVILION STONE WALL 8 LANDING WALL C� PAVILION TERRACE 6 W40D LOUVER C� STUCCO WALL 4 TRANSITION C� PAVILION STONE TERRACE DETAILS - � A522 sc�: i i/z» — i'—o" � - ! �� f� ���by � Syster� No, HW-D-0097 System No. C-AJ-8096 System No. C-AJ-8096 �,'�� ��, - Asser�bl Ratin 2 Hr F Rating - 2 Hr F Rating - 2 Hr � ��L Y 9 - T Rating - 0, 1/2 and 2 Hr (See Item 2) ��� ���;� Nor�inal Joint Width - 2 In. T Rating - 0, 1/2 and 2 Hr (See Item 2) Class II Mover�ent Capabilities - 12.5% Cor�pression or Extension f ���� "� � �� �� V i. �ioor or inaii Assemb'ry i�in 4—i j2 in. inick reinTOrced iigbtweigni or noRnai weighi (i00—i50 pcfi) � '���+f.o ��\'t�' B B concrete. Wall may also be constructed of any UL Classified Concrete Blocks�. Max area of A� 600 sq in. with max dimension of 30 in �p; :. See Concrete 8locks (CAZf) category in the f ire Resistance Directory far names of manufacturers. 4� +� �Q 2. Through Penetrants A max of seven firestop configurations may be installed within the E E opening. The space between firestop configurations shall be as specified in the individual configurations. Unless otherwise indicated, the space between firestop configurations and periphery of opening shall be min 1/2 in. Pipe, conduit, tubing or cables to be rigidly 1 G � supported on both sides of floor or wall assembly. The T Rating of the system is dependent on � the firestop configurations, as shown in the table below. My combination of the following firestop con�gurations detailed herein may be used: a . , , � Frestop Configuration T Rating Hr .a � � � ' - • - • ." . . a F F A t/2 . ,�, B ��2 � . , • � f.� • .. . • ' ' C 0 a v � � � � �� � q q � o O � � �� �� � � � E 3B �"~ ~~ ~ F t/2 � c o � � C C p Frestop Configuration A � � 3A 2. Cables Max 4 in. diam of tightly bundled cables. The min annular space between adjacent penetrants shall be 4 in. Cable bundle may be any combination of the following types and ,�i sizes of cables: �4 A �lax 300 pair No. 24 AW6 copper telephone cables with polyvinyl chloride (PVC) insulation � � 2 and jacket materials. p B. Max 500 kcmil single conductor copper power cable with PVC jacket material. •V�, &.;,� °� C. Max 7/C No. 12 AWG cable with polyvinyl PVC insulation and jacket materials. _�� r °� D. Multiple fiber optical communication cables w�th PVC jocket material and having a max M C� outside diameter of 3/8 in. -�� .. ' � � E. Max 3/C No. 12 AWG steel clad cables with PVC insulotion materials. `:'„" F. I�ax 3/C No. 14 AWG cables with ground with PVC insulati�n and jacket materials. � � .° 3. FII, Void or Cavity Material�—Foam �lin 5 in. thickness of fill material appGed within the '�° [..� _. . annulus, extending �i in. above the top surface of the floor or both surfaces of wall and O � ' '' . "' ' overlapping the concrete }� in. on all sides of the opening. a °` �� , . • � _ HILTI CONSTRUCTION CHEMICALS, DN OF � , ' ' '� • HILTI INC -- CP 620 fire Foam � firestop Configuration B � � 9_ Cn��ar Tuha nr Pipp Nem 9 in dinm (nr amnllPr� Tjrpt+ I rnppr+r t��hP nr nnm 9 in dinm (nr ^ smaller) Regular (or heavier) copper pipe. I�in space between adjacent penetmnts shall be 3 in. 1. Floor Assembly Min 4-1/2 in. thick steel—re�nfo�ced lightweight or 3. Tube Insulation—Plastics+ Nom ? in. thick acrylonitrile butadiene/polyvmyl chloride (AB/PVC) �..� a normal we�ght (100-150 pcf) structural concrete. SECTION A—A flexible foam fumished in the form of tubing. The min space between adjacent penetrants shall � � 2. Wall Assembly Min 4-5/8 in. thick steel—reinforced lightweight or be 3 in. See Plastics+ (QMFZ2) category in the Plastics Recognized Component Directory for � normal weight (100-150 pcf) structural concrete Wall may also be names of manufacturers. My Recognized Component tube insulation material meeting the above � constructed of any UL Classified Concrete Blocks*. speci�cations and having a UL 94 Flommob7ity Classification of 94-5VA may be used. � See Concrete Blocks (CAZT) category in the Fre Resistance Directory 4. Frestop System The firestop system shall consist of the following. � for names of manufacturers. A fill, Void or Cavity Material Wrap Strip Min 1 in. wide wrop strip applied in a single 3. Joint System Max width of joint (at time of installation of joint system) wrap installed flush with bo#om surface of f(oor or extending �i in. beyond both surfaces of wall. �s 2 in. The joint system is designed to accommodate a max 12.5 percent HILTI CONSTRUCTI4N CHEIuIIICALS, DN OF compression or extension from its installed width. The joint system shall HILTI INC -- CP 645 Wrap Strip consist of the following. . ,^ ` , • , B. fill Void or Cavity Mat;rials Foam �lin 5 in. thickness of fill material applied within ; A. Forming Material Min 4.0 pcf minera� wool batt insulation installed in . " `'�L', ,, • � , °� " ; , . the annulus, extending � in. above the top surface of the floor or both surfaces of wall � : , °,, f; j� � a and overlapping the concrete � in. on all sides of the opening. ' joint opening as a permanent form. Batt cut to min width of 4-3/8 in. - � � • 5 a HILTI CONSTRUC�ION CHEMICALS, DN OF and installed cut edge—first into joint opening, parallel with joint ' direction, such that batt sections are compressed min 50 percent in HILTI INC -- CP 620 F�e Foam OWNER/DEVELOPER thickness and such that the compressed batt sections are recessed VAIL RESORTS from both surfaces of wall to accommodate the required thickness Frestop Configuration C �, of fill material. Adjoining lengths of batt to be tightly butted with butted DEVELOPMENT ' seams spaced min 48 in. apart along the length of the joint. 2. Polyvinyl Chloride (PVC) Pipe Nom 4 in. diam (or smaller) Schedule 40 solid or cellular core Rock Wool Mfg. Co. — Delta Board PVC pipe for used in closed (process or supply) or vented (drain, waste or vent) piping COMPANY B. FII, Void or Cavity Material* — Sealant — Min 1/8 in wet thickness of fill SECTION B-B systems. The min space between adjacent penetrants shall be 4-1/2 in. � mater�al applied within the joint, flush with both surfaces of wall and 3. firestop System The firestop system shall consist of the following: AVON, COLORADO lapping 1/2 in. onto bottom surface of floor and wall. A FII, Void or Cavity Material#—Wrap Strip Two min 2 in. wide wrap strip applied in a - '' HILTI CONSTRUCTION CHEMICALS, DIV OF single wrap installed flush with both surfaces of floor or extending �i in. beyond both , * HILTI, Inc — CP672 Frestop Spray HIUIaCCONSTRUCTION CHEMICALS DN OF ARCHITECT , Beanng the UL Classification Marking � 42�40 , HILTI INC -- CP 645 Wrap Strip 8. FII Void or Cavity Materials* — Foam Min 5 in. thickness of fill material applied within ARC H ITECTU R E 1 Q •,} .. .; K ,, the annulus flush with bottom surface and extending �i in. above the top surface of the Denver, Colorado ; � ' . - • :, � floor or extending � in. beyond both surfaces of wall and overlapping the concrete � in. � ° , ' ` _ `.' �"` on all sides of the opening. sx�uclvxnr. �vcu+r�x _ a ' 'r= - = HILTI CONSTRUC110N CHEMICALS� DN OF MONROE de NEAELL ENGINEERS, uv� I HILTI INC -- CP 620 Fre Foam AVON, coLOxnno ��� � MEP ENGINEERS � ABS CONSULTANTS, INC � DENVER. COLORADO � firestop Configurotion D �xnsc�E excmx�cx 2. Through Penetrant One metallic pipe, conduit or tube to be installed either concentrically or �xx nssocu►TT.s eccentrically within the firestop system. The min annular space between the pipe, conduit of D�x�x,�cor.oxnno SECTION C—C tube and eri he of o enin shall be 0 in. mt contact. The min s ace between ad'acent SHERRZ' DORXARD P P ry P 9 �P� ) P J vau., cotoRano penetrants shall be 4 in. Pipe, conduit of tube to be rigidly supported on both sides of floor or watl assembly. The following types and sizes of inetallic pipes, conduits or tubes may be used: CIVIL ENGINEER de SURVEYOR PEAK LAND CONSULTANTS. INC. A. Nom 4 in. diam {or smaller) Schedule 10 (or heavier) steel pipe. vau„ coLOxnno B. Nom 4 in. diam (or smaller) cast or ductile iron pipe. ° ` ' ', tr C. Nom 4 in. diam (or smaller) rigid steel conduit ' . . : - . . . = S ': '� � ' ~� D. Nom 4 in. diam (or smaller) steel electrical metalGc condui� . . ,_ � • , ' " ' � ' . . F . E. Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. PROJECT N0: 20830.01 '� ` ' ' F Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. ISSUE ISSUE ISSUE 3. FII, Void or Cavity Material*—Foam t��n 5 in. thickness of fill material appGed within the N0. DATE DESCRIPTION annulus, extending �i in. above the top surface of the floor or both surfaces of wall and — 09.15.03 FINAL DD overlapping the concrete }� in. on all sides of the opening. — 10.10.03 D COORDINATION HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC -- CP 620 Fre Foam — 10.31.03 ISSUE FOR GMP SECTION D-D 01 1.06.04 ISSUE FOR CONSiR. Firestop Configuration E 2. Steel Pipe Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. 3. Pipe Covering Materials# Nom 1-1/2 in. thick hollow cylindrical heavy dens�ty (min 3.5 pcf) _I_"_ L�L__ _�l_ •_"1_1_J __ 1L_ _ 1_'J_ •1L _ _II _ _ 1 1 I _�1 M I • • t _I I — giass ri�er unas �acKeiea on me ouus�ae Ni�n an an—senrice jacKe�. �ongiivamai Jom�s seaiea • with metal fasteners or factory—applied, self—sealing lap tape. Transverse joints secured with I metal fasteners of witti butt tape supplied with product. The min space between adjacent � I penetrants shall be 3 in. I , , _ See Pipe and Equipment Covering — Materials (BRGU) Cotegory in the Building Materials _ a • I ' ` ,- ,.4• Directory for names of manufacturers. My pipe covering meeting the above spec�cations and � • bearing the UL Classification Markinq with a Flame Spread Index of 25 or less and a Smoke d ( . �, `•� , �. Developed Index of 50 or less may be used. I 4. FII, Void or Cavity I�aterial#—Foam Min 5 in. thickness of fill materiol applied within the — Iannulus, extending � in. above the top surFace of the floor or both surfaces of wall and , I overlapping the concrete � in. on all sides of the opening. i u�n coNSmucnoN ci i�icus, nnr or HILTI INC -- CP 620 Fre Foam -_.._,_ Firestop Configuration F SECTION E-E 2. Cable Nom 2 in. diam (or smaller) TEK cable with cross—linked polyethylene insulation. The min space between adjacent penetrants shall be 3 in. 3. FII, Void or Cav�jr I�aterial*—Foam I�in 5 in. thickness of fill material applied within the annulus, extending � in. above the top surface of the floor or both su�faces of woll and overlapping the concrete J� in. on all sides of the opening. HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC — CP 620 Fre Foam " ' ' ~� �• • - , ' G08$ CRBBB DRIYB --�n/ • • . ' '� �, {'• � firestop Configuration G � ����� , ' " ,� ' • � , . ' � 2. Flexible Conduit Nom 1 in. diam (or smaller) flexible aluminum conduit The min space L /� . ,.:. � �' • , •� between adjacent penetrants shall be 5 in. a"� � QC--3 � 3. FII, Void or Cavity��laterial#—Foam Min 5 in. thickness of fill material applied within the Q�4 o p a - annulus, extending /� in. above the top surface of the floor or both surfaces of wall and Q ' overlapping the concrete �i in. on all sides of the opening. � 9 a ° HILTI CONSTRUCTION CHEMICALS, DN OF � `'�r,� HILTI INC -- CP 620 Fre Foam � (�� SECTION F—F �Bearing the UL Classification Mark Vail Park & Garage at Lots P-3 & J `1 ♦ • l • • � • ~ , • v yJ � � , ' j ~ { � w • ♦ r � (y � . ` � ' � � � LOTS P3 �;� ., � , - _ SECTION G-G FIRESTOPPING �} � a DETAILS �� _ _ � - � - A� � � - -� 2 CMU TO CONCRETE FIRESTOP FLDOR PENETRATI�N FIRESTOP A—DT—HW—D-0097 � A—DT—C/W8096 N.T.S. , ,�� 4� �Q�� . ��� �� . R . 'D�L J{�i NSON . �,� 2 2�9 G,� � � ���S�D AR��\� a � / �--- — - -- - - - - - - - - - - — � 0 W � o � � � � � � � �, � �'� M�t ,�. � . �� ..�°S2' . ^Y.^. z � ,� � O a � � � a _. F� � � h"� � � � ' f 3n � 2 —1 Q� R.O. �� � o �' � w � ar � W _ M tfl 2'-104" R.O. OWNER/DEVELOPEft �'� : VAIL RESORTS �- � DEVELOPMENT � � � W COMPANY , a� N W AVON, COLORADO � � I ' io 1 O' � , W ARCHITECT ' `° 42�40 ' ° � � ' - �- - ARCHITECTURE � Denver, Colorado � STRUCTURAL ENGINEER B � MONROE de NERELL ENGINEERS. IN� evox, coLOxnno � Exc�s , � ABS CONSULTANTS, INC � DENVER, COLOFiAl10 1 IANDSCAPE ARCffiTECT I � WIND OW TYPE S '"�` �S°�►�S ' ; DENVER, COLORADO & � SHERRY DORIIARD --- � - VAII„ COLORADO CIVIL ENGINEER k SURVEYOR PEAK LAND CONSULTANTS, INC. VAII., COLORADO PROJECT N0: 20830.01 iSSUE ISSUE ISSUE 11'-4" N0. DATE DESCRIPTION 11'-6" 10'-0° — 8.25.0 DD PRICING — 10.10.03 D COORDINATION 3'-0" -- �—'f' 1'-1 " 4�—�n 6'-0" — 10.31.03 ISSUE FOR GM � 01 1.Q6.04 ISSUE FOR CONSTR. °� 'I`—�. 3'-1��, � o _ n ,� � o � o �� - _ � � � � � _ ___ -_ � � � � N � cV METAL (PTD.) METAL (PTD.) METAL (PTD.) WOOD {STAINED) MEfAL (PTD.) METAL (PTD.) METAL (PTD.) METAL (PTD.) WOOD (STAINED) � f L9 L8 L7 L6 L5 L4 L3 L2 L1 , � ,� �, ����� LOUVER TYPES GOR$ CxSBS DEIyB� . � ����� V slL� �� � — — — — �� ° 4 C? C� , � qp ❑ � �Q � ��7 � � � � Vail Park & Garage at Lots P-3 & J ALUM. CLAD HOLLOW MEfAL WOOD PANEL WOOD PANEL HOLLOW MEfAL WOOD (PTD.) (STAINED) (STAINED) PTD. . E D C B A - LOTS P-3 & J DOOR, WINDOW & LOUVER TYPES - H� Q1 - SCALE: i f 4" — 1'-0" l _ � I � �� Q� �'��` . . . �'��' ✓� �� . R� �t.. - JOH SON �� 2���4� ,� � � �`�'ysEO �c���� P5 P4 P3 P2 A �� I � � I I � 0 W � o � P2 P3 P4 P5 P2 P3 P4 P5 Q � , „ ' Z" � � 4� �g�� 3'-8" 7'-9» 2 -1 $ 4'-11" 9 -68 1'-11'� � �", _ �,• ,- �;, ,• — •s� ,. : •� � � \ ' ,' .� I p� P C '. '.� �s., �.�. M I o0 00 DN M UP � � � I I T.O.TERRACE � ¢���.y �/� ,� � ..< <t- cn_ ._t�•.:_..:-.� EL.= 8189'-6" SSA xf s;� �, ''>rr.Y��; M W �_ :.t'�i w_A..:r:�;:•� RE� � �� � O ^" • �.. � 1 �� • • • • ,•h • �••'• �a O � �U , � ` ' � ,_ � DN p� � � � � ,•� M 1 11 ��_p� M � � � ���n �i P D — � ��..�.:: P D �•�•• � �-1 � w o�o= ����` � » , � � ,. '�,• e� .� �� �� �� � 7•—�M ��—o» � � � � . �.r'�-�' " s —e 7 —d � _st d- � � �k�� _ � � � .���r'�.: � �� l� .s��"�,��"' s`3`�i y x ����� `�} ��'��`� ' ` STAIR 1 — PARK �-����EL PLAN 6 STAIR 1 — LEVEL 1 PLAN � � ,��8 � �. � F.,,� AFP92 �./� N �I^I 1 I .���.i�j~y' � Y' � W v ..3I�.a`4%3 � N � �� _ �,�y���'� �. _ _ T.O. SLAB�LEVEL 1 ELEV. EN �-•=�w" . - 4 y .1 , Y��s�' :; EL.= 8177 —0 ,��rt�,�� � N� � ���;µ��f3{ � � �v � R,� • b���'_��`� I � �� � �� ������� � � � ��iy;>� OWNER/DEVELOPER .��;�= -,,. . �-'�$� VAIL RESORTS �,�, �_ PTD. STL. ��-R� � HANDRAILS, �- y�P'�2 P3 P4 P5 DEVELOPMENT \ , P2 P3 P4 P5 ^ W �= GUARDRAILS, AND ����,,;� 3'—g�" 8'-2�" 5'-4�" 3'-8�" �•_4�� 6'-3�y COMPANY � � co� STRINGERS (PT-1), �,?LL':�� � „ � o � .�P AVON, COLORADO � ,-���' 1'-11" 1 —11 '` T.O. SLAB—LEVEL 2 ELEV. EM ���� ':' •' :' ,' F"�'� '' •' : '' ``, '. ', ,. "• ` ; • .'„ ..�' . � .• �� •�. — — �EL.= 8166'-5" ���� '' ' �'.v.' i�•' ' �• _�• -r,• .� � `�� ""� P C �' ARCHITECT N N. � ��,.�~:� .:,� , 42�40 - �' w o``�o= �� � .��=�' 4 UP 'I ^ \ �.,° op ,:,..: � � � ��y P M ARCHITECTURE � � co� �� -�� � �� � � M ;; � � Denver, Colorado _ � � � �� �� ,'° MONROE dc NERELL ENGINEERS. INC , STRUCTURAL SNGINEER '�.� � F�� � '. I COLORADO . .., .�, ».� AVON. � �'��' , DN � y ass c�oxs�ur.Tnr��s, n�c - PTD. STL. S �2 M:�'� 1 -11 ��_p� � ,: IQ n�R, cor.oxnno - � W�_ `� STRUCTURE � �� '� •' tarmsc�E excmxECr � � f�� ��,� ��",;��" �� '� y� �•�',v,� DENVER.&OLORADO � � �`" (PT-1), nrP. ..,. ��� P p p p :�� �.{,, �� ,�SO�►�S � � �� `� y� �w��r - +�`" � SHERRY DORRARD if) � - � � T.O. SLAB—LEVEL 3 EV. EN' ��°�'' 6'-4" 7'-4" 3'-8" �.��` . � ,� vau., cor.oxano 5� n� � - ty : .a - � • �' _ CI � 571�.C.� 7�� q, J"4'"jl 3! • �t, . . .�' ��� � � PEAK �C ON�TANTS�INC. . � g.�� ' � ' n '. � • y � . .` , . �. • ' ' > � . _ • •t .. • . '�� • '' � � . , . , . •;�:- : . �-�"�° , �� K���� STAIR 1 — LEVEL 2 PLA.N y_ �j` STAIR 1 — LEVEL 3 PLAN 8 STAIR 1 — SECTI4N �:s� 5 4 ��o,g �r,. ,�66 . � ,�56 ���r� - �,._ - "`' : �� PROJECT N0: 20830.01 �x; �=`�'� �'f �NO E D TEE DESCRIPTION ��� � � z�t' { � — -�, 8.25.03 DD PRICING �+� �ryy, � ,_y� �`1r � �, _ G+� �, — 10.10.03 D COORDINATION A C .���� '� � _ — 10.31.03 ISSUE FOR GMP �'}}'� � '.� _ ����� ,� ° 01 1.06.04 ISSUE FOR CONSTR. �� M� ,� ��� �; , � � � %��� � � � �_� -�� , I ��� , _,� a � �y��� `G� • ��� �{: � � }�d � • f'+j � a Sa+` :�>> „ - ' . ._ - <r• STRI�,'�'�'i'URAL DECK � . �� ' �" - .` " 4 �+ • � . , . a - E�.: +/— s�s5'—o» "�, 3 3 . �q ° � • e • d• •. .� � d `� • _ ;✓"f • e e Q d� � '• ' ° ° • 'e d Q � ° � • • • d d �,T � �1 e � • pf��' . _ �� \ � `- 3'-6" 3'-6" � � �'Y � � a ��� � � � � 4� , � O • �'r'� e a Q a a e •° .��� n� I� ' � M t • . . /� -_ ' • r • • � • �. � � ��. . �' = I N . I O N . � � �t N ., � • � 1 ' a a � �r -� � � �t ��� ^ GARAGE LEVEL 1 LANDING � . � CggBS DR1Yg _ ; ° . • . . EL.= +/— 8174'-5" RE G�� � _� - :f . . � `�� � , R � � *=100 � •• F=� ,;�:� . . n � w °'= F=� PAINTED STEEL STAIR • �'f � a��L� U � � �� '� F=� STRUCTURE(PT11); TYP. _ t ��3C� � Q � C> d- '� � = M .� � q ❑ � � �,/ M • � 1� � �p , � PAINTED STEEL , � � �o . � Q , HANDRAILS, GU RDR I S �,,. • • ' "� ° AND STRINGER �{' .1 l j. • � a �� ,� + � �1 cn. PT-1); TYP. I � , w °'_ ,a��`fi . � � �� a � �• ' , Vail Park & Garage � � o � �� ' �,� � • . i ; s at Lots P-3 & J � . a _ _ a GARAGE LEVEL 2 LANDING e e • . a • . • . ' • EL.= +/— 8163'-10" , e ... � _ - a • a ' � _ d e Q ` j �d q i O �a . � aa . a � ° Q ♦ �a r �, r a a s � d ,,.• � ad d� ^ e d • � a � ,d e Q 4, � °♦ a �� � � 4 0 • �a � • � ° a ° •; • e a d � � •� � a d a e � I ' � ' a d� • . � • •a • e e Qa e -d . aa . 1 . � v •4'l + • �a a ep , LOTS P-3 & J a � e�Q � � e ` p a � . � + � Zo� � STAIR SO1 S02 � � _ ; 3�� " 2°� � PLANS - ' .. . . _ : - . . . , . _. � - .. .. . N � � . . .. .. N SECTI S 4 ' � � •' , � �1• • • •a ~, `l• - - — STAIR 2 — � LEV L 1 PLAN � STAIR 2 — SECTION STAIR 2 LE EL 2 66PLAN � ,�78 3 ,��as 2 j� . 1/4"=1'-0 �4 � ;-. � � , � ---_ ,; , , ' ': � ,�e��o��1 1om tui�,�i I ZONE-V-I ' I I ' � I -p- \\��` � R�S � 's� � ♦ � 6 �e ���i / _����_ � -�_.___ `_ , I600 SQ. FT. � ' � �1"'t��� I�l0 I �� � � o•o � � e�� � s / _ �� � �a - / _ _ _ - �J ' ' � '�—- , �,; ' I SEE SNOWMELT INSTALLATION DETAIL #3 ON M041. �; a t . �,� ,�,� � � - ---__ � � � � (P � I ZONE-P-2 �' �; \` 2 SEE SNOWMELT MANIFOLD SYSTEM DETAILS #2 AND #4 ON M041. ' °••.. ��. ' �`°`�;` / r ' 7 ) 800 SQ. FT. ;�\��� ' ��4L���o'��'•. � ___ ___ 3. EAGH SNOWMELT ZONF SHOULD BE ND LARGER THAN 1400 SQUARE FEET GONTRAGTOR TO YERIFY ��������1111111io������ � / � --'�---__ MOST EF�IUENT ZONE LAYOUT. JAN O 5 Z004 � , '-'- r-- — _ 4. TOTAL SNOWMELT AREA IS APPROXIMATELY 8,500 SQUARE FEET FOR THE GHRISTIANA SURFAGE PARKING. � � / / � � _ TOTAL SNOWMELT AREA IS APPROXIMATELY 5,300 SQUARE FEET FOR THE P3 AND J AREA. ' � % � � - -� -''-- _ � -�----_ � ' I o0 SQ.��T. TOTAL SNOWMELT AREA 15 APPROXIMATELY 6300 SQUARE FEET FOR THE TOWN OF VAIL � ,,�-,-� - ___ _ / _ 30 ' � j �, ___ ___ _ / �� _ STREETAGAPE AREA. --�� � �����,-`, 1, -''---_ __ � _ , �'----- _ 5. SNOWMELT TUBING. , I / i,�j� � ��-� � - --__ ~ - - -__ 1�,, � ,-___ �`�` -___ ___ __�_ -_ _ A. Gontrol5 ahall consist of programmable electronic component5. � -_ -- / /�---� - - _ / � -- _ . � j . � , � __���``�� r 3 /,-�_�_-=���'�_ —�_- , - - _ __ B All �omponents of system shall be provided by one manufacturer in�luding tubing, manifolds, � ; / ,,' �/ � ' � _,`_``` �,%���` _ _ -�� ,,,.;,�- _- _ 5upport bracket5, fa5tening 5y5tem5, tube bend Supports, coupling5, aplicing nipple5, et�. � � % ' ' �� �� '� �> ��=__=_ '� o � / � - �/ ; ,' , `\� � - --_ , G. Tubing shall be cross-Iinked polyethylene with an oxygen diffusion barrier rated at I80 F at 100 � � �� ' �� , r x� X �y psig Pipe shall be 5/8" ID and meet ASTM FB�6-Sl�. � � � � � � / � � � _ _ _ ,' ,' �' �' \ �_� __ Gy- — l � � � i � i `��, , .� �-_�-�-___ - _ � / _����� � � D. Tubing shall �arry a ten-year non-prorated warranty aga�nst failure due to manufacturing defects ;�� � ,� , �x,�, 4y7 - � / �.\ �-___ or exposure to stress �ra�ktng agents. All other components to be provtded with one-year / � � � '� ''�-,;� � � � ' / \ , `�_�_ \,,�,� , 1� -'� --___ warranty f rom date of Owner ac�eptance of pro je�t. � � ' ������-� � / `� ———- � �_ n �n ifi ion and be ca able of mult� le unit , / \ � r / ``__ � I 71a-�;=- ;�i ' `��`� 1` ' E. Manifolds shall be made of brass resista t to dez G GQt p p r'` � / r � ' � I � r-__ -�_ , , � C� � . ,. I , �- �onnections. Return maniFolds shall be provided with an air vent and hose adapter, and have a � ►-� � ''; _`-,. / , � ' �_ - � `�� � � ,� r 3 -��,,_ w``� `� ,-_ _ --- balancing valve for ea�h tubing �ir�uit. 5upply manifold_tubing �ir�uit connection5 ahall be �"�,�., / � - �, �`� ' � ' 1 ' ' � � ' j� '�� � / ±'�; � �� `, , ,� �� x I � � ___ �apable of being left manually open or fitted with a 24 volt valve operator For zone controL �'��� ��=�, � / 1 1 � 'L-J � Y. � I _ ��.r�.;Xgµ��.�,� , r � 4� ��t;q ' � � � � � ; �`� 1 .� - %�a � . ��- -- F. Gontractor shall have the o tion of sho -fabri�atin manifolds that do not have individual circvit ��`_t,�--�.�`�„n,:�-�,��,�� � ' ' � ��` ; � � � �, � ' ' X`j ' � ��, ` - balancing valves only when a I �ir�uits are connected to the manifold to allow ec�uivalent pressure ;_ .�ry���M `�;;`,'�.:� ii ' � � � / �_ / r ��j ��� — ` / `__` _ ' -tT` � � � , �� � � l �" drop across each �ircuit. Supply manifoids to have shut-off valve and manval air vent. Return '��i,`�� .���,_r�� ��;_nh.,�;:,.- �*._:` ' � r 1 ( �� ���\��� � �- �_ ' � '' , manifolds shall have a shut-off valve and circuit setter. ��- �-�� : =- �';�` � � r i i�� ''� � ' _�- _ � , � - � �`-�'„M' � ; � x 5 � r r to coord�nate in5tallation of 3/4" conduit to 5nowmelt manifold5 for anowmelt 5 5tem y.��"���>�.;�y E"' / � , ' � , t / ��_ I + — — — - G. Gont acto y :�u � - � �� ��,���� �7 � � � � ,' �� � �� + controls. �;�5 � ; � � r � ' i '��� �_ i rJ � �� , t 1 � : i / — ,.�� � �� J �",�� ONE-V-2 I � ' '+ � r� � � � / I ZONE-P-3 I � �_ _ �•�� � � 6 GOORDINATE EXAGT SNOY�MELT AREAS AND PIPE ROUTING WITH GIYIL AND LANDSGAPE DRAWINGS � � 1600 5Q. F . ; ,' ' -�,. � � � � �;� � �� SOO 5Q. FT. __._f__ ��i I 4 i � AND THE ARGHITEGT. '� ' ,' �--- , _ 1 ��.�`, . �.; 1 Q2 �' �� I1 � -_—_�\ � � � �� -- _ � ' �� � � i� �� � ' / � I � 7. SNOWMELT TO INGLUDF GURB AND GUTTER NEXT TO SNOWMELT AREAS. � � � Q � ��, � � / / � r ;�' 1 ;� - �--- , i'� � �, : �� j� � 3 i / � � ,' �--� ---- _ �`�`� - `� , �,' P2 � � ' I ONE-G-I 8. 51ZE ALL PIPING TO MANIFOLDS AT A MA�XIMUM PRESSURE L055 OF 4' PER IDO' (EQUIYALEUT LEN6TH) � � I � ; � � .�` �` , P,3 � ! i�oo s��-r.� � � , ' , �_ . , �, - ,�` I _ -- / 1 OF PIPE. � � f � , � �-- � 'G � /� _-- ---- ' � � --�- / i � r � f ' `� _ ' ?'�l , _---- �-� i / II, ----- " �- � q. SEE SNOWMELT PIPING SGHEMATIG DETAIL #5 ON M041. �j � � i r � I /`.� � , _ � ; � i � � � � i �` , l 3 � � _ �-- - —�- � ; � � r ;� � P� �Y r I �` - -; ` � -- / � � I �' �`� � �rt I _ ---- � J � ZONE-G-2 � ' � I � ' � / . , � -�_-` � _ _---- �� �/ � I � ' � �� � /� �` t4 _��_ �_ _ � _ _�— - ` 1400 SQ. FT. 1\��I�l 0��� i i � � /� �_�\ � __�. - --- i � � , � � , "�.. � � , 1 � � v � � �`�� ;'� ,; 1` ��r�� ` `��`' -- ; - � � ' � I ZONE-P-4 ,��',� � +' ' I�' �r°' '° �``��� ` �� OI SNOWMELT MANIFOLD ZONE WITH APPROXIMATE AREA SHOWN IN SQUARE FEET. / l � �'� /� ' 1400 5Q. FT. '��'>! z � / � J �� � �����.; ' ;°'���� � _ I `I ZONES WITH A "G" DE5IGNATION REPRESENT GHRISTIANA SNOWMELT AREA. ZONES WITH A I � `, � �' ' , f���� �\ / � ' �- ' � " " AND PARKING GARAGE SNOWMELT AREA. ZONES WITH �� V �{, ����� , � P DESIGNATION REPRESFNT P3 J � � �. �� � .• % , � � c ,__ � -7� - �, � �"��- f' '��� / `� �� A "V" DE516NATIG�N REPRESENT TOWN OF YAIL STREETSGAPE SNOWMELT AREA. � �p Y ,; � , � - - � �� I / I ' � ` OwNER/DEVELOPER �j �>���,�; .\ � 3 �� � �:. , � ' iF` �__ �,� '�'f � �-- _ � � I 1 j � � , '�� �� � � �_` � � 2 SNOWMELT 5H� FINA DEOGAT�ON FOR D ET5EN50RN M041. SNOWMELT DE51GN/BUILD GONTRAGTOR TO VAIL RESORTS �i i �; � i - � �s=_,, - O DETERMINE T E L L ,, � . � ,,., ' ,�� i � � - ; �,,, ��c; j � � �� ; � / � 1 �- ��\���.� � �, � y ./ , , �� � �' -�\� � - / , - , � � �,� \ �� � , � � l�� � M , � ��� � /'' ' �� I � I �, � �� -- 1�� �3 SNOWMELT SUPPLY AND RETURN WATER MANIFOLDS. SNOWMELT GONTRAGTOR TO DETERMINE THE FINAL DEVELOPMENT / � � � � �� � � ( � � � � ' � � LOGATIONS AND GOORDINATE WITH THE LANDSGAP� GONSULTANT AND THE ARGHIT�GT. SNOWMELT , . , � ,' _ �� �. . � ,�. ,�,, � �-;- , 1 � - _ ��� ��I��� - _ � ' COMPANY x / � ; ��,' T ; y� , �, ��/� �_.�- :��`� '`lc.�������` ; ,' - r , - `��- `��f, �f�- 1 �I/ I //' T,` I ' GONTRAGTOR TD GOORDINATE PIPING TD MANIFOLDS WITH MG. PROYIDE OUTDOOR HDU51N6 FOR / � �,� !'X`�',,,, ��-�--_ <,xX� � � �`�,,✓ , , ,, �i ,��� � _ � �- r� �� ( �� I I ZONE-G-- MANIFOLD TO BE APPROVED BY ARGHITEGT. AVON, COLORADO {� j� � ��'��� ,�, � �`� � / X�\J� � ��, TT r-\ '�/� �h � �,4r � ` _ '7-*=I ��/I� �,/I � // `�__��- l :. � `: � �i i� �`����, y , ,.. � J � - ��_�� - � I! � � �--- I �rJOO F � ,, � � � � y � , ,� �= � � � -_ Il / ( � _ _ _----- - 4 PART OF ZONE P-I THAT IS THE DRIYE DOWN INTD THE GARAGE WHIGH IS HIDDEN FROM VIEW BY THE � ,. �� ��� T �`,,%�(� � � - , _ / _._ � ! � I I - --� O ARCHITECT . � � .� �,� ��'` � �'j�,' '��. ��� ,,��`��y � , ur ,� �, j l , .�_ � � _--- - �i SURFAGE PARKING. /� / -f-- ' \ � �I � ''�C � , '; \ ` �\ ��' \ ��� x'` X{ rh� � , �- °� I � � \ �` � " —_�- ' I TT M REFER TO DETAILS FROM WATER �'2I4O . � / ��- _� � � ,�,,�C �,;� , ..;� ,�'y, � �, ..,�v � � , �� , � 3 _ __- - -- - � / / / � \ � �,� } �,�� ��_ -�� � O TRENGH DRAIN TO HAVE SNOWMELT TUBING INSTALLFD IN BO 0 � � % � ; � � � �,!�� ��� ; � �� � _ � _ ��� T �� � C -� � _ ___ - ---- � `i � PROOFING DRAYJINGS. GODRDINATE TUBING INSTALLATION AND GONGR�TE POUR G01/ERING WITH GG ARCHITECTURE � - � � �'` � �,�`j�r ` y � ' - �(�'��`� � �"��� . ' � � � � �`--- I I AND WATER PRDOFING GONTRAGTOR. FIELD YERIFY EXAGT RDUTING. Denver, Colorado / i � � y � . � . / '���.ti l f` ._-, �� � _,_- — —�� � � � ✓, j � \� ' Y�� ` � ��, , ' ���'�� �C;Z� x ���r �`'° � �- �\ � --_—�`_J-_----_ - I ---- � I 6 3" SNOWMELT SUPPLY AND R�TURN MAINS LOGATED UNDER HANSEN RANGH ROAD BY OTHERS. I�ONR ET6e NE ELL ENC NEERS. tNc \ � � � /u ,\ �` �� �x� �l l!�(� _�_�--`� � rn I / ' , < �\y���y �c�,,� �` �., � � ��"� �--- , _�� �� -+ O N F R REFERENGE ONLY. � ' �,'� `�`, � .� � � � ,'� � - � _ ���, -� SHOW O , ��j�X , r��.;< ,� �'` , ,,�C;�,.� - l� ' � / � � f .,\ X ���, .�� �,� \�/y �/ � �d I ; r MEP•ENG N ERS � � � � `�'--'S=-�`J� ' '� I �, �- � l VALYED STUB OUTS FOR SNOYJMELT SUPPLY AND RETURN. VAIL P3 AND J SNOWMELT ABS CONSULTANTS, INC �` _ ------- ' / •�. / ., ,% \ --- ���' ,f �`�� � I O / . `��>> ��`� I ___----, ' GONTRAGTOR TO GONNEGT HERE �OR PIPING TO THE MANI�OLDS FOR THE TOWN OF YAIL DENVER, coi.oRnno �/ � / �• � \\ �.\, . / / � � !J—!,_�___._--- I �I I , ZONE-G-4 LANDSCAPE ARCHITECf �� / / , , �, ., ��\\�. � �"4 -- _-- v�0 5Q. FT. STREETSG/�PE AREA. SEE KEYNOTE #I. TOWN OF YRIL TO PROYIDE BOILER AND PUMPS HENK ASSOCIATES , / / � �� , � IC �,; >!�� , � _._-------- � �OR STREETSGAPE SNOWMELT AREA. GONTROLS, INGLUDING THE SNOW/IGE DETEGTOR DENVER, cowxnno / � '� � ', ��� % �,.,�r '�� �y, � �, � FOR THE STREETSGAPE SNOYJMELT AREA TO BE P/�RT OF THE EXISTING TOWN OF VAIL �` SHERRY DOR1IARD � � / ; �`�., �\ �� �� � ;��'� � >. O � � I BOILER/SNOWMELT SYSTEM. GOORDINATE ALL GONTROL GONNEGTIONS WITH THE TOWN VAIL. COLORADO � � , . , �. �. ' i� // � _} i� � �� �\ � � \ �' \� 3 � OF YAIL GONTRAGTORS. C1VIL ENGINEER dc SURVEYOR n . . � �, ' / \ 7� �t .,,�' �r 1 � PEAIC LAND CONSULTANT3, 1NC. , 3 6 ; � \� \� � � �\ � ,` � , _� I vn��, cowxano � � I _ �� _ _ �„ � `.� ;� �\ �� '� ��� 3 ' � � ��__l--__------- � �� :��� , � �,� •� � � � � ` I , F ' —`_ ----- -- , / ' : ��. ��\�. \ \� ` / ? \ x ' �� � � _----- — �`— � �- ---J � �;% � \\ � \�� � �\ \ , �. � _ - PROJECT N0: 2001-134-01 ` / / / \ ���� ,/ \ \\�� \\ \\�' \�� �� ��� 1 I "1 1'� �NO.E DATEE DESCRIPTION ONE-V-3 � ,�� \ �, -.� \� �, ;�`� ,� ' � � GOO SQ. FT. � \`�`y ' ��� �� \ / �� �,'�'��,:� � � ---�--"�l�`-` � - 08 25 03 DD PRICING s /�, \� �\ �,`�- � / \� '����'� '� � ------"''-- � - 1010 03 CD PROGRESS 1 � �� � � .,\ �,\ r ,�� � ,�\ \ \ / �\ I �� ��� \ �, � ��� ���. ��� � , - 10.31.03 ISSUE FOR GR�P � �, �. �/ � I\ \,� •� � � \\ � ��` � I I ZONE-G-5 - 12.18.03 - � � �• � �� � , � � \�, � \���. , � � �,, " � ' --� I 1300 5Q. FT. _ ,, .\ \ �. � I 12.30.03 IN PROGRESS � \� \�`. \' _ ` �� l � �,\ \� ` � �� �� \�� � ,� �----"--��- _ -- -- � �._ i , 01 1.06.04 ISSUE FOR CONSTR. � . \ �,. �. ,, � , . �`.. � r i -_._-- �� - �� '\ �, �, � � ;�. , --� � \� \ \\�� �� � �.` � \ �� � � i � 3 � , -- - _ � � I � ��.� \ � '� ��� / ��, \ �`, � L -- � `� \ \ ` , � � \ / ''. ' ' I > , . ,, - � �. I �.\ � � �; '� i ����., � -----�� 1 \ \ �� \ \� � ��� - - �\ I I� �i \\ \\\ \\ \ \ // � . �� \� ��. � �- x,l\ . �\\ � ��.\ ',�\\ I ONE-P-5 \`.� \.J '��jy ` �_�_�- _� _ _ _ � � \ \ � �:;, I000 5Q �T. `.. . �; .., ___-_--=� ; _ � � � ..;,� �• � �� y� , � r _____ --------�" � ______ ----� H j\ �� \ �;.� `` �` \`� C�'�' \`•, t - _-_-.-- - � � � ��`\ � � �� � ,, ` � � I —f __-- � `�—� �i1 � v/ \ �\��� \ �/ � �/ ���' \�� �/ \� \\� �4�� { \\ \ �l '' � � � \ �( �� , `✓ �' ``. �/,, ` �, � _�_._._ — -"�'— �! � �� � � / �� /� �� � \ � � � \ �_!- - � J I � \\ / v � ZONE-V-4 � ��� ���� � `�•. \ '�� ?`�j�,`�'�� �,\ i�' _ _ _ � _ ------ - , _ _ _____.._------;'�"� 1 � '\ � , �, {. I __--" -- , � � �' I m � / 1200 5Q. FT. ' / � . � �.�; __ -✓ ` � � �` � � \ . ��; �\ �` � � ii� � � i � i� � � � � / � � � `,, �' �� � �� �� i o �� ��� � '� � �'� . \ �'� � �L _ _ _ � � ,' � ' �-- ' � � �� , \'� '� ��� , � � � I � � � Q � � ' � I ZONE-G-6 � '�,, '�, � . 3 � , , � � ;`�, �\,, �, .� ; � i ,- , �� 1400 5Q. FT. m �, �:.,�, • �� �'`�\ i � � i ,` _-----------'i � � , �;� `�, �,��•, I � , ' ', ' � ,� ,\ \ \, � ,` / ,I J / � I C�V '\� � � �\�� \�� \� � i � � �� �� 1� � \ • \_ J�/ / / �� � �� �. i \ � � '�i� ' � N `\ �'�,\ � / �\\ � �\ ` \ I � I /� � — _`_. —I— � \� \ / \� \���� \ ' �\ � _ __J/i�// �_ _ ------'_' '.� �� I !_� CREBY D81Y1� � � `, �j �� � �. �.\ _ __ ---' ^ '�� � _ -- _-'.�- �.. ' GORB � � a ~� �'� �� �\� � I �.�---' - � ~ "�-�`��� _ � .. , �. � _ _ __._.-- _ �_ � �� � N �, � , �,,, / �., ',! ___ -i`�_----.� ��.--- - v.�L� Q� � � � . \ � � '_ � � � � `�\ \ � � \�.�.----' ��,J_ �` o W \ �- b� 4 Q CJ Q �,.\ ��� '� �``, � ' _' �18 � D a. '� �, � �,. ` � � `---- _ _ • 9 0 ,, - . \ ,� � ___l_ � �Q � �� `, � �\. �--- � dd Q �. : � �`,,� �� � � � � � \�`�.'� � �� \ �`, ; \ t� �.,, �,` / , �,� ` ;�.� Vail Park & Garage 3 `� � '� �, at Lots P-3 & J � ��.,\\ �� / �.,` \ \\ ``�. � \ � ,, _, `�` " � \`• � / �'- `�,_ �---_._ � \•, ',�� / `•� ''� --''�-`"'` _ - - �, ---__-= ' u�j �� � ~�':�� '1'�----._._-_-- --- � \ `� __ LOTS P-3 & J ��.�.` � � . , _ ._ �, _ , � `� � - ` ��������� MECI�ANICAL PARK LEVEL GARAGE PLAN MECHANICAL � `�` 1 � „"---`..` � 8CALE:1/8"=1'-0" � _ ,\ � SNOWMELT SYSTEM _ � \� ONE-V-5 � _"�--_ 1 r ""'------..__ � - p � � 1000 5Q. FT. ---____._.__._.__. ---- -- � � ' f_----+ � , � � ,.�����.�,. _ � \ -�,�- � � ',µ,°�, ' _ , ,��.. M040 � .�:::. � -..�__�� / _ _ ��- SCALE i�6"=i'_0" � ..._.___ _. � .� ' _r_¢��T��'-' ���ryYti.�`�,�0ld�`l4111'aio;1F p�idlf's - �'j�re"�e �� �00 o�P�� '�1r �I� ���I G� �G���UL� M�G�#�1�I G��. l��G��l� i��G��N�I G�� G��1�1��L �IOT�s � .�0.��.y� r �;��,-� . . �w � NOTE. ALL ITEMS MAY NOT APPEAR ON DRAWINGS � ALL WORK SHALL BE PERFORMED IN AGGORDANGE WITH THE LATEST EDITIONS � � - PL1�N TYPE � NEGK FRAME FAGE VOLUME MATERIAV GOLOR MANU�AGTUREf� REMARKS - �� '�` �� sYr+ea. nee�v v�scRiPnow OF THE RULES, RE6ULATIONS AND GODES OF THE STATE OF GOLORADO AND , ` � r ��'��''° � GODE SERYIGE 51ZE TYPE 51ZE DAMPER GONSTRUGTION � MODEL NO. THE LOGAL �JRISDIGTfONAL AUTHORITY. ' '• .....a•e�!°�`;e� GV GATE VALVE � �� ��� ��A 1- �����` � �v A SUPPLY/EXHAUST GRILLE 5EE DRAWINGS. SURFAGE NEGK + 2" NO ALUMINUM WHITE TITUS EGGGRATE 50-F I ^�^ GLV GLOSE VAI..VE 2 THIS GONTRAGTOR 15 RESPONSIBLE FOR GOORDINATING ALL WORK UNDER ����111'�'��"'� B TRANSFER GRILLE SEE DRAWINGS. SURFAGE NEGK + 2" NO STEEL WHITE TI�US 23RL 2 � BY BALL YALYE HIS/HER GONTRAGT WITH ALL OTHER BUILDING TRADES. JAN 0 9 2004 NOTES: -v� 5GY SWING GHEGK YALYE 3 THIS GONTRAGTOR SHALL REVIEW EXISTING FIELD GONDITIONS PRIO TO TH I. �GGGRATE GRILLE. � PURGHASE, �ABRIGATION AND INSTALLATION OF ANY EQUIPMENT, DUGTYJORK, 2. FIX�D LOUVERED BLADES. BFV BUTTERFLY VALVE PIPING, ETG., AND SHALL INFORM THE ARGHITEGT OR GENERAL GONTRAGTOR GS GIRGUIT SETTER OF ANY D15GREPANGIES FOR RE50LUTION. 5EE SPEGIFIGATION SEGTION 15010 FOR MORE REQUIREMENTS. '� PV PLUG VALVE W/MEMORY STOP �OUY�� ��i1"t��U�� � �' HEDV HOSE END DRAIN VALVE 4 TH15 GONTRAGTOR SHALL PROYIDE ALL MANUAL AND AUTOMATIG STARTERS ( ) FOR THE EQUIPMENT INDIGATED ON THE DRAWINGS j^IITH THE FEATURES � 51ZE (INGHES) -�".r- PRV PRE55URE REDUGING vALVE IuDIGATED lu THE STARTER SPEGIFIGATIOU SEGTION 15050. PLAN SER1(IG� L H D gb FREE GFM FPM AIR MOUNTING MATERIALS MANUFAGTURER REMARKS �.4.� � GODE /�REA P.D. TYPE � MODEL NO. �'v- TGV2 TEMPERAIURE GONTROL VALYE 2-WAY 5 THESE DRAWINGS ARE DIAGRAMMATIG IN NATURE AND DO NOT SHOW EVERY DUGTWORK AND PIPING OFFSET REQU{RED. THIS GON7RAGTOR SHALL � (IN W.G.� TGV3 TEMPERAIURE GONTROL VALYE 3-WAY GOORDINATE WITH THE EXISTING, AND OR NEW, STRUGTURE, ELEGTRIGAL, � `�-i TPRV TdP RELIEF VALVE MEGHANIGAL, PLUMBIN6, FIRE PROTEGTION AND GEILING TO PROVIDE OFF5ET5 � T � AS REQUIRED AND APPROPRIATE DO NOT SGALE DRAWINGS � L-F-1 GARAGE EXHAU57 �2 �2 b 30 O 13,812 1,300 O 20 SURFAGE ALUM'rNUM RUSKIN AGL645 �,2 yg VAGUUM BREAKER � L-F-2 GARAC�E EXHAUST �2 �2 6 30.0 13,812 1,300 0.20 SURFAGE ALUMINUM RUSKIN AGL645 1,2 �„N 6 THIS GONTRAGTOR SHALL PROVIDE AGGE55 TO ALL EQUIPMcNT, VALVES, L-F-3 GARAGF EXHAUST �2 �2 6 30.0 13,812 1,300 0.20 SUR�AGE ALUMINUM RUSKIN AGL645 1,2 -� 1"h/ MANUAI- AIR VENT DAMP�RS, ETG., ABDYE ALL NON-LAYIN GEILINC�S AND IN OTHER GONGEALED � � SPAGES FOR SERYIGING AND MAINTENANGE L-F-4 6ARAGE EXHAUST �2 �2 b 30.0 13,812 1,300 0.20 SURFAGE ALUMfNUM RUSKIN AGL645 1,2 �Ay � L-F-S GARAGE EXHAUST 48 72 6 30.0 G,�50 1,300 0.20 SURFAGE ALUMINUM RUSKIN AGL645 �,2 AV AUTOMATIG AIR VENT -7 ALL REGTANGULAR AND ROUND DUGTWORK SHALL BE GONSTRUGTED OF 6ALVANIZED SHEET M�TAL IN AGGORDANGE WITH SMAGNA HVAG DUGT � '� L-F-6 GOMBUSTION AIR INTAKE I6 40 b 50.0 - - - SUR�AGE ALUMINUM RUSKIN FLFb3�5DXH I 5V 50LENOID VALYE STANDARDS. DUGTS TO BE SEALED PER SMAGNA PRE55URE GLASS L kj�'«����;, L-F-I WEST MAKE UP AIRS UNIT INTAKE 120 102 b 58.0 32,000 650 O.Ol SURFAGE ALUMINUM RUSKIN ELF6375DXH I � �p�E �,pGK REQUIREMENTS. `� �``�= ��`�t � y� 4:ty L-�-B EAST MAKE UP AIRS UNIT INTAKE 138 102 6 56.0 32,000 580 0.06 SURFAGE ALUMINUM RUSKIN ELF63l5DXH I ��''•"`;'i�'�' �`��r" `-�-�.� � G1'J NOTES: I. PR0I�IDE I/4" BIRD SGRFEN. STR STRAINER 8 ALL NEW DUGTWORK SHALL BE INSULATED A5 DEFIN�D IN THE KEYNOTES OR ,�=�.x�``��-_ =�,�'' � STRY STRAINER W/BLOWOFF VALVE THE SPEGIFIGATION ";�°� `�� � , 2 AGOUSTIGAL 50UND LOWER. ��'- a� - � ��' y�� ��� , G T � , �. ,.�`�'..,h LL,�;, k:�; T8P TEMPERATURE d PRE55URE TEST PLUG q THERM05TAT5 SHALL BE MOUNTED AT 54" ABOVE FINISHED FLOOR ELEYATIDN �� ��` .�`-Y¢'?r`'�'`��''� j WHERE INDIGATED, UNLE55 NOTED OTHERWISE. ���'�'_��.�,�` E-+ THERM THERMOMETER � �'` ��� `'�'� O w K ��� 10 TESTING, ADJUSTING AND BALANGING SHALL BE PERFORMED BY A �'�"' �`�:� a 1�' /� I �11� I �1�/ �a �f u 4 ��4., G��) Iv��/v�I T �'°`t��t��� �C�i���Ub�� "' T"'i T �f'�OI�I G �U1"'r� C�iU�� TSEN TEMPERATURE SENSOR SUBGONTRAGTOR, GURRENTLY GERTIFIED BY EITHER AABG, NEBB OR T/�BIG '�y � � AIR FLOW HEATINC� WATER ELEGTRIGAL SIZE (INGHES) � ASTAT AQUASTAT AGENGIES SUBMIT GOPY OF DATED GERTIFIGATE TO ARGHITEGT. PROVIDE � �F THREE GOPIES OF TESTING, ADJUSTING AND BALANGING REPORTS TO Pt AN SERVIGE GAPAGITY EAT GFM EWT LWT GPM PROP MAX GOIL YOLTAGF MOTOR L W H OPER MANUFAGTURER NOTES 4 �,w pRFSSIIRF �iWIT(H ARGHITEGT FOR REVIEW REFER TO SP�GIFIGATION SEGTIDN 15Gq0 FOR �� GODE MBH °F °� °� 6LYGOL WPD VOLUME 8 PHASE HP WEIGHT 8 MODEL NO. 4 Fyyd FLOW SWITGH ADDITIONAL RFQUIREMENTS. ,� (�ALT) 95 (FT) (GAL� (LBS) II TH15 GONTRAGTOR 15 50�ELY RE5PON51BLE FOR THE SPATIAL REQUIREMENTS, � � PG PRE55URE GAUGE W/GAUGE GOGK AGOUSTIGAL, THERMAL, AND ELEGTRIGAL PERFORMANGE GHARAGTERI5TIG5 � � UH-�-1,2,3,4,5 PARKING G/�RAGE 121 60 bDl�f 135 I10 II.O 50 q 50 2 5 480-3 3/4 53 2� 33 400 TRANE UHSA 400-W2 I, 3 FMV FLOW METER(VENTURI) AND GOORDINATION OF ALL INSTALLATION REQUIREMENTS FOR EQUIPMENT � � � UH-F-6 MEGHANIGAL RODM 8.� 60 315 135 I10 f O 50 0.10 I O 120-I I/50 21 I6 15 40 TRPrNE UHSA 20W2 �, 3 HT HEAT TRAGE 5UB5TITUTIONS FROM THAT DE�INED A5 THE BA515 FOR DE51GN REYIEW AND �"' GUH-F-I ENTRY 21.1 60 62� 135 I10 2.0 50 2 b I.O 120-I 120 YJ 5� 2l I I 164 TRANE �FDBO80 2, 4 APPROVAL BY THE DESIGN TEAM DOES NOT ALTER OR MITIGATE THIS ~ � GUH-F-2 STAIRWELL G.3 60 256 135 I10 I.O 50 I.q I.O 120-I SS W 4l II 30 �8 TRANE FFHB030 3, 4 ° D DRAIN RESPON5IBILITY. � GUH-F-3 STAIRWELL 28 60 q21 135 I10 2.6 50 1.4 I.O 120-I 220 W �6 10 26 218 TRANE �FBBI20 3, 4 � N� HEATING WATER SUPPLY 12 MAINTAIN ALL REQUIRED 5ER1(IGE A1�lD AGGESS GLEARANGES RFQUIRED BY --�-- HWR HEATING WATER RETURN GODE OR THE MANUFAGTURER FOR ALL NEW AND EXISTING EQUIPMENT. NOTES: -�r� 5M5 SNOWMELT SUPPLY 13 ALL AIR HANDLING EQUIPMENT 15 TO BE ISOLATED PER THE VIBRATION I. PROVIDE WITH TURBULATORS. 3. PROVIDE WITH INTEGRAL THERMOSTAT --�r�- 5MR SuOWMELT RETURN 150LATIDN SGHEDULE IN SPEGIFIGATION �EGTION 15240 AND HAVE FLEX � 2 PROYIDE WITH REMOTE THERM05TAT. 4. PROYIDE WITH 2-WAY GONTROL VALVE. GRED GONGENTRIG REDUGER GONHEGTIONS ON ALL DUGT GONNEGTIONS. r ERED EGGENTRIG REDUGER 14 THERE ARE AGOUSTIGAL PERFORMANGE GRITERIA AND SPEGIFIG REQUIREMENTS L15TED IN SEGTION 15240 OF THE SPEGIFIGATIONS THAT DEFINE OwNER/DEVELOPER �°"' EJ ExPAN510N JOINT THE BA515 OF DESIGN. ANY EQUIPMENT THAT EXGEEDS THESE GRITERIA OR VAIL RESORTS �U�� ��s���U�� FG FLEXIBLE PIPE GONNEGTION ALT�RNATIONS TO THE DE51GN GONFIGURATION THAT WILL INGREASE THE NOISE LEVELS IN THE SPAGE MUST BE SUBMITTED �OR REVIEW ALONG WITH DEVELOPMENT SIZF (INGHES) ANG PIPE ANGHOR THE PROP05ED MITIGATION 50LUTIONS. CO1V[PANY PLAN SERVIGE GPM � TDH RPM HP VOLTAGE EFFIG. MANUFAGTURER NPSH OPER REMARKS � PGUID PIPE GUIDE GODE PG (�T) � PHASE (30) � MODEL NO. (FT HD) WEIGHT L W H ^ AVON, COLORADO ��BS) = PSLV PIPE SLEEVE � - P-F-I P3 8 J BOILER 5Y5TEM 123 50 q0 IT50 �.5 450-3 5l O B � G SERIES 1510 I-I/2 BG 300 50 20 20 I --�I�- U UNION ARCHITECT P-F-2 GHRISTIANA BOILER SYSTEM q7 50 GO 1�50 �.5 450-3 550 B � G SERIES 1510 I-I/2 BG 300 50 20 20 � PG PIPE GAP q-2I�-� i , , DIREGTIDN OF FLOW ARC H ITECTU R E �; NOTES: I. PUMP TO BE USED IN 509b PROP GLYGOL SYSTEM. FLEX FLExIBLE DUGTWORK Denver, Colorado * FIRED FIRE DAMPER )dONROE&UNEHELL ENCINEERS, �Nc „ AVON. COLORADO SMOKD SMOKE DAMPER ` �I� ��� A ����� ������I � F85D GOMBINATIDN FIRE d SMOKE DAMPER 1dEP ENGINEERS �� �� ABS CONSULTANT�. :t.:. DENVER, C�lARADO PLAN SERVIGE GPM WATER WPD STRAINER 51ZE FLOODED MANUFAGTURER REMARKS OT TSTAT THERMOSTAT LANDSCAPE ARCHITECT 1IENK ASSOCIATES GODE VOLUME (FT HD) (Y/t� DIA. HEIGHT WEIGHT � MODEL NO. DUGT SLOPE DOWN DENVER, COLORADO (GALLONS) (IN) (Il� (LB5) DUGT SLOPE UP & SHERRY DORWARD VAIL, COLORADO AS-F-I P3 $ J BOILER 5Y5TEM 123 � �.O YE5 II 26 200 ROLAIRTROL R-3F I � SUPPLY AIR DUGT UP CIVIL ENGINEER & SURVEYOB A5-F-2 GHRISTIANA BDILER 5Y5TEM ql � 4 O YE5 II 26 200 ROLAIRTROL R-3F I �-� RETURN,EXHAUST OR OUT5IDE AIR DUGT UP PEAK LAND CONSIILTANT3, �xc. VAIL, COLORADO NOTES �� SUPPLY AIR DUGT DOWN I. FLANGED GONNEGTIONS. �-m RETURN, EXHAUST OR OUTSIDE AIR DUGT DOWN ��-� FLEXGON FLEX DUGT GONNEGTION PROJECT N0: 2001-134-01 ELBOW W/TURNING VANES ISSUE ISSUE ISSUE N0. DATE DESCRIPTION ������I�� ���� P�������� MVD MANUAI.VOLUME DAMPER - 08.25.03 DD PRICIN6 PLAN SERVIGE WATER SY TANK AGGEPT PRE 51ZE OPER FLOODED MANUFAGTURER REMARKS SPININ SPIN-IN FITTING W/MYD - 10.10.03 CD PROGRESS 1 , GODE TEMP PG VOL VOL GHARGE DIA H WEIGHT WEIGHT � MODEL NO. M - MD MOTORIZED DAMPER _ 10.31.03 ISSUE FOR GbiP °F (GAL) (6AL) P51 (IW (I1�U (LBS) (LBS) s - BDD BAGKDRAFT DAMPER - 12.30.03 IN PROGRF�S ET-F-I P3 8 J BOILER 5Y5TEM 135 50 q9 10 25.0 30 50 300 1200 WESSELS NLA 400 � ._„�_i. � UNDERGUT DOOR 1^WNDERGUT HEIGHT ET-F-2 GHRISTIANA BOILER SYSTEM 135 50 qG 10 25.0 30 50 300 1200 WESSELS NLa 400 I 01 1.06.04 ISSUE FOR CONSTR. NOTES. � GAP GEILING AGGESS PANEL ' I. GOMPATIBLE WITH 50Y PROP. GLYGOL. �?� DAP DUGT AGGE55 PANEL � A 22x46 AIR DEVIGE INDIGATOR 2� AHU-I EQUIPMENT PLAN GODE INDIGATOR � �I��GT�IG ����'�� �G���UL.� (��) �' MOTOR 51ZE (INGHES) ? � DETAIL REFERENGE INDIGATOR � PLAN SERVIGE HEATING VOL7AGE TOTAL AIR OPER MANUFAGTURER REMARKS ��?? ! GODE GAh'A(�I I T � t'F1A�� HEA TER �LVW 1VV. tiP L W H Y�C16HT 6 T 10DCL NO. ° (KY� AMPS (GFM) (LBS) � EUH-F-I WATER ENTRY ROOM 3.3 480-3 4.0 400 I I/125 15 � 18 2l MARKEL P3P5103GAIN I p SEGTION REFERENGE INDIGATOR � FUH-F-2 ELEVATOR EQUIPMENT ROOM 3.3 480-3 4.0 400 I I/125 15 l 18 2l MARKEL P3P5103GAIN I O Q NOTES m I. PROVIDE INTEGRAL THERM05TAT. O �d- � " �O I�.�� SG���UL.� - ���1 ��51 ST S��L.�t� GOM�US'T I ON Y��T�� 0 �u MBH HEATING ASME RELIEF FLUE 51ZE (INGHES) �oR$ �R�Y DRIY� Q � �� � � PLAN SERVIGE INPUT OUTPUT OUTPUT WATER PROP PRESS OPER VALVE VOLTAGE BURNER GA5 DISGH FUEL FUEL EWT LWT WATER WPD OPER MANU�AGTURER REMARKS GODE (SL). (5L) (ALT) VOLUME GLYGOL RATING P51G PRE55 4 PHASE HP PRE55 TYPE PRE55 (°F) (°F) FLOW (FT HD) L W H WEIGHT d MODEL ND. ����� Q� � � (GAL) (:�) (P51G) (P51G) (IN +/-) (IN WG� (GPM) (LB5) �� a Q Q � 0. B-�-I P3 d J BUILDING 2000.0 Iq00.0 1577.0 46.0 50.0 I50.0 25.0 100.0 208-3 3/4 O.O NG 4 TO 14 I10.0 135.0 123.0 15.0 66 63 9q 2000 GA5MA5TER GMI 2000 L 1,2,3,4,5,6,7 � B-F-2 GHRISTIANA PARKING 1500.0 1425.0 1183.0 36.0 50.0 150.0 25.0 100.0 208-3 3/4 O.O NG 4 TO 14 I10.0 135.0 q7.0 12.0 66 63 Sq 18D0 GASMASTER GMI I500 L 1,2,3,4,5,6,7 � q��° ti.i NOTES: � d Q I, PROVIDE FAGTORY START UP. 3. GALVANIZED GOMBUSTION AIR VENT. 5. "FAS-N-SEAL" FLUE VENT WITH AL2q4G STAINLE55 STEEL INNER SKIN AND STAINLE55 STEEL OUTER SKIN. � � � 2. FAN A5515T BURNER. 4. HI-LOW FIRING. 6. GATEGORY 4 BOILER �LUE SYSTEM. 7. PROVIDE SPEGIAL LOW PRESSURE DROP MODEL. � Vail Park & Garage � at Lots P-3 & J 0 °o ��N �G��l�UL.� (��, G��, S�, T�) ` � MOTOR DAMPER 51ZE (INGHES) 50UND DATA V PLAN SERVIGE TYPE AIR FLOYJ 5P HP OR VOLTAGE AMPS FAN DRIVE (GRAVITY/ DIA OR OPER. MANUFAGTURER d OGTAVE BAND AND GENTER BAND FREQUENGY REMARKS w � GODE (G�M) (5L) WATTS 8 PHASE RPM TYPE MOTORIZED) LxW H WEIGHT MODEL NO. I 2 3 4 5 6 l 8 LwA dBA 5ones LOTS P-3 & J � (� ALT� (IN WG) (LB5) 63 125 250 500 1000 2000 4000 8000 � EF-F-I MAIN GARAGE PLENUM FAN 52,000 1.50 30.0 480-3 814 DIREGT MOTORIZED 54x5q 5q 1622 GODK 4qOGPL-A 104 104 101 100 q8 GO 81 �b 102 �'2 MECHANICAL ' 4 EF-F-2 UPPER LEVEL GARAGE IN-LINE 13p00 I.DO 5.0 480-3 586 BELT GRAVITY 46x50 50 '113 GOOK 3655QN-B b5 86 85 82 �� �3 b8 62 84 �2 20.0 2 � TF-F-I ELEGTRIGAL RODM IN-LINE 400 0.40 21�W 115-I 4.q q94 DIREGT GRAVITY I�xl2 12 31 GOOK GN-640 56 54 50 3q 28 26 29 32 45 33 1.3 3,4 LEGEND, NOTES & � T�-F-2 ELEVATOR EQUIPMENT RODM IN-LINE 500 0:50 150 W 115-I 3.q 1180 DIREGT GRAVITY I�xl2 12 38 GODK GN-720 60 56 55 43 33 28 31 34 4q 3� 2.1 3,4 SCHEDULES _ � NOTES - � I. PROVIDE VFD GONTROL. 3. PROVIDE INTEGRAL BAGKDRAFT DAMPER. �„� Q- 2. GONTROL FAN FROM GO 5EN50R 5Y5TEM. 4. GONTROL FROM WALL MDUNTED THERM05TAT. � O O � � SCALE 1/8" - 1'-0" w J __ � , f 1 + � , D � � ` �_>/ � -`.__ I ' } J� � � , . w 1 � I � t � e, �, I � � 0"����� �(���,I'j �.. ,\,`� '�O �fQ ��` `f i pA^ 9�,• fS''/� E rK �.�3� `e x ; • � b� �� " • o O � , � 9 � • 6 N Y�A K OR FLOOR GONGRETE DRI1/E ••`°°• ..m.•••��`'`��~ D N`G�RETE TOP OF GO GRETE L . ..Q , • � . , , _ o } a . , • � • a . MANIFOLD VALVE GAP ANGLE VALYES(TYP) `~.J '�� i�� �3 � INSTALL 5N01^VIGE � � , . � a � � , " , � � -- '�� ej J���a,•��``````` � ` �• _ , � � , SUPPORT '��; _ yllu�ullNl�t .. DETEGTOR LEVEL. HEAVY DUTY REMOVABLE , a = , ; � a . a' "„ ` - • . • �. . ,``, BRAGKET GAST IRON GOVER. . . , ; � � • ' . - , „ ' � - WI RSBO - ' ' • ' ;�, ` , A ,• "° ..^� (TYP) RETURN MAIN �a JAN 0 � 2004 WIRE TIES ' "` ' ° , � . � , � - ', � • �• . .. END GAP _ ` � • ' - 2° THIGK SAND BED W/ 1/ENT .n . , : • . , � • p b � . . p, . : ° . • ♦ . . • �ELEGTRONIG SENSOR ' - • � - . 2" THIGK BLUE GURB SUPPLY WIR5B0 PEX TUBING . , . • . e , - • MANI�OLD • BDARD INSULATION � 10"O.G. ' q ' ♦ • • . _.-_- — — — — ;�' ' .• •. , : , f , +e . .� ; "' • RETURN ' �— --_ --__—_= RETURN MANIFOLD . 2" SAND a . : 2. c,oNGRET�. Q . . ..�.�'�. MAxIFO� HW5 MAIN 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=� � f�'RTH = SNOWMELT ��° a ` ' , - '. • ^ , ,, HWR MAIN I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I �GOUDUIT d GAB�� TO PIPI�,G • ° ' ° ; =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 LOGATION OF SNOI^UIGE 2"BLUEBOARD — — — — — — — — — - ° NOTE: � DETEGTOR GONTROL — Y�IRE MESH OR REBAR INSULATION I I �— EARTt-I�I(=I I I=I I I=I I I=I I I=I I I • � 5EE STRUGTURAL DRAWING �— - . , . : • NOTE: � �������� ������ " ' ' • a � a GONTRAGTOR TO G,HARGE SNOWMELT LOOP FOR STRUGTURAL DETAILS __ �� � WITH 100 P51 AIR TO PREVENT GRUSHING OF GOMPRE5510N __ LOOP � I I�� d�� I �� 1 O� I I�� I �����I OI� �� . TUBE WHEN GONGRETE IS POURED. END GAP FITTING (TYP) RETURN PIPING � ��0�/ ANGHOR SUPPLY d RETURN b HOLE IN WNENT (TYP) SUPPLY � M041 SGALE: NONE NOTE. MANIFOLDS IN AGGORDANGE, GONGRETE SUPPOR D MAIN PREFABRIGATED FINBERGLASS WITH MANUFAGTURERS NOTE. �I I �I BRAGKET (TYP) � � MANI�OLD PITS AR� AGGEPTABLE REGOMMENDATIONS ALL GONNEGTIONS TO �������:,,s� ������ I 1�1�����a��I O I � MANI�OLD TO BE WITHIN � THE MANI�OLD ENGLOSURE �j ����I � C���� �� �����, SUPPLY MANIFOLD M041 ��LE: NONE +�y'�,�y� � �k����V.�`a�. � 2 ��101�����' M��l I�0�� �I`� ���'�I �. �;���4. SGALE: NONE *�� � Y�y;���*���;� M041 _ N�''�`f � � BALL _%s.��t ;`�i,�..,�R�,� Vl�� - �:;r` +;`;';;r`` ,�T.`eF�'/`�` 'J�! � ,...`�f`IE +:3 r��4 t�xsy 11-�!� �r,n.Ay.. C5�'k �`.,tc. � 'i�il:yy,"tT 5:,� � � "j.:F,..�'Y 1 �,_ °„ Fr`�°�r � .Y�. z GOMPRESSION �=j` ��� t ..� �. , �'',;� FITTING (TYP) ____" LOOP ��m@�a `���'�'L'�"'"� O I VA D''8`.T. �P�PLY �ITTING �`������`�.� � 20 G — -- �OUTDOOR AIR � ) � BY E.G. GONT ROL � ' �_ — — — �'` — — — _ TEMP 5EN50R — — _ _ - - - - _ _ _ - > � �1�1�1�l1���T ��1�ll�Olo� �1����1� � � � � =— — — MANUAL AIR VENT - = = = �� ' - - .- -- - �� :� � � - - � yT�Hc�H�rt�iTni. �� �` � �R � �� � M041 SGALE: NONE � � TWIST _�� �.� r \ � � \ ` �\ � OVERRIDE — — \ R � � � VIBR�TION ISOLATION TIMER �G \ � SUPPLY WATER � � EXTERIOR REMOVP�BLE L I D � � i'ER SEGTION 15240 � � TEMP 5EN50R. \ �� WALL � � � � 1 �� � SHUTOFF V�4LVE � � SIZE PER PLANS SLAB TEMP 5EN50R � � � 5M5 �5 �� IN GONGRETE SLAB � � � I� � �/1 '_Z SIZE PER PLANS �' � r 5TR/�I NER YJ/ - ----_pLUG V�LVE YJ/ SNOW/ IGEJ � BLOI�JOFF \/p.L�N MEMORY STOP � �51C HT C LP.55 H05E GONNEG EXPANSION POT FEEDER � SENSOR IN MANIFOLD � TANK �� �GONGRETE SLAB. ,q�SEMBLY (NEEDED ONLY IF � THERMOMETER 3/4 PdT RELIEF VENT � WITH VALVES. SUGTION DIFFUSER H�5 HWR-� AUTO AIR VENT PIPED TO 4" AFF �� I POT FEEDER HAS NO STRAINER) GHEGK Vf�LVE � SIZE PER PLANS--� _ _ —UNION 1 1 GLYGOL FEED \�—5MR � Ol'VNER/DEVELOPER A55EMBLY � �` T UNION T � P TEST PLUG P�T RELIEF VAIL RESORTS AIR SEPARATOR I �(TYP.� SHUTOF� V/-�LV� —� I REMP 5E�N50ER I� �� `�� SPHERIGP.L FLEX. / ��W/ C�I�UC�E GOGKS UNION—� DEVELOPMENT I GONNEGTION COMPANY FULL 51ZE PIPING — �SHUTOFF Vf�LVE AVON COLORADO TO FLOOR DRAIN I PUMP , FROM AIR VENT. I ER I (TYP.� J END SUGTION DIFFUSER � SYSTEM 1^l/ STRP�INER � BOILER DRAIN ARCHITECT DRAIN VALVE FULL SIZE DR�IN YALVE ADJUSTABLE FULL SIZE TO BOILER 42�40 TO FLOOR DR,41N SUPPORT LEC� B�SE � ISOLATION FLOOR DR�.IN PER SPEGI�IGJ�TIONS ARCHITECTURE Denver� Colorado ` NOTE: ALL SNOWMELTING GONTROL GOMPONENTS TO DRP�IN LINE WITH _ — HOUSEKEEPINC PAD � BE TEKMAR BRAND. SNOWMELT GONTROLS GONTRAGTOR SHUT-OFF VALVE = = S7'RUCTURAL ENGINEER SHALL PROVIDE ALL GOMPONENTS, w�R�NG a �oH�u�T ` = = PER SPEGIFIGATIONS MONROE AN�ENE o��NAGI�EERS, iNc - TO BE INS�AL ED 5 TRAGHT � ATTAGHEDLTO INR�ING, � ����I ��� �O 1 ������ �I �I I �k�/ FLOOR 8 �O I �,,�� ����01�I V �I �I I �V W/WIRE SUPPORTS. M041 SGALE: NONE DEN ER,N OLORADO ABS CONSULTANIS. INC M041 SGALE: NONE � �� I l��� �Y���1� �I �I �� � I ����1� -� ��l� �1���'I��1 �Ui�� �I �I 1�� �,NDSC�E ,�CH�E� NENK ASSOCIATES DENVER, COLORADO M041 �ALE: NONE M041 SGALE: NONE SHERRY DORIIARD VAIL, COLORADO CIV1L ENGINEER dc SURVEYOR � PEAK LAND CONSULTANTS, 1NC. VAIL, COLORADO PROJECT N0: 2001-134-01 ISSUE ISSUE ISSUE N0. DATE DESCRIPTION - 08.25.03 DD PRICING - 10.10.03 CD PROGRESS 1 MANUAL AIR VENT - 10.31.03 ISSUE FOR G�IP HANG FROM STRUGTURE RUBBER-IN-SHEaR 01 1.06.04 ISSUE FOR CONSTR. VIBRRTION 150LATION TEMPERATURE M�4NUAL GIRGUIT SETTER GONTROL �/ALVE AIR VENT PER SPEGIFIGATIONS AUTO AIR �/ENT W/ I/2" SHUT-OFF MAY BE GIRGUIT SETTER � DRAIN LINE TO FLOOR DRAIN 3/4" OMITT D I - GIRGUIT SETTER IS BALL VALVE. TIGHT-GLOSING TYPE - - HWR -- i GHEGK VALVE PROVIDE AIR GAP ��UNIDN TO HEATING ��-3/4" PER GODE ��-P4 T TEST PLUG SHUT-OFF VALVE MAY BE SYSTEM LOW LEVEL GONTROLLER- OMITTED IF GIRGUIT C ��I� AIR SEPARATOR W/STRAINER DUAL POINT FLOAT SWITGH TO PRQTEGT C S-ilE---�—+I�---�--�---HWR--fl---� SETTER IS TIGHT GLOSING 5EE PLBG. DWGS. PUMP FROM LOW LEVEL d SEND ALARM. rOR YL�TC� T-1hKC—UF` 10 d 2p P51 STABLE BETWEEN GqBINET �,pNTROL VALVE O UNIT HEATER � I TO PUMP PER SPEGIFIGATIONS UNIT FUNNEL HEATER dj DISGt-IARGE TD F.D. GLYGOL FEEDER = SAGE IND. GORP., C�I HWS O 55 GALLON GLEAR H POLYETHYLENE TANK. mUNION —� SHUT-OFF VALVE �� Q W/ LOGK SHIELD u � � NOTE: ALL PIPING TO BE GOPPER Pd T TEST PLUG SHUT-O�F VALVE ii SHUT-OFF VALVE FULL 51ZE DRAIN u N VALVE W/ HOSE END �i Q NOTE= ALL VALVING TO � H� II UNION BE IN51DE HEATER > EXPANSION TANK GABINET FOR AGGE55 �� �ORB ��E$C D1tiYj "'`` � ,. I/3" HP PUMP. ON AT 24 P51. z� OFF AT 26 P51. T PROVIDE THERMOSTAT WITH � � ��� � UNIT HEATER. UNLE55 NOTED L w I I G��I��� U�I � Tt����� �I �I �� OTHERWISE ON PLANS, SUSPEND a►� � Q� 0. THERM05TAT FROM UNIT ON GONDUIT �� ° Q L� Cr> � q ����0� � �1�� O ��� �I�I �G M041 �ALE� NONE HORIZONTALLY MOUNTED Q �I fi� ��� ��C� I �l �' J � °�°� v M041 SGALE� NONE I O ��O�Y�+�I�� ����0� ������ I 2 T"�TO�I �O I�T�i�• U I�I � ����L� �I�I �� � �J� � MO�I �ALE: NONE M041 �ALE� NONE 3 Vail Park & Garage o at Lots P-3 & J �- . o � . W � LOTS P-3 & J � � o MECHANICAL � _ NOWMELT DETAILS � 0 - o . � � _._ _ . ___..�.. _ .__._.___�___ __ _�__ � � - - 41 __.�_.�___ ___ W J lL / i ,�:�+� „'111 . 19F;i/ p� '-=,"x`=; q , '�" }c+�` / ����,'�� y�r�i�E`�/ff��`�f } ?a. , � � ��� ; •`�, t" �S'�°•�,�`��� �� �� e ���� � , � � a _ ' C 0 � .. g ,�i p �.M' A l �. �! ���h a4 ".�_� ���t�e �G��1�lOT�S .� , "` �� }'�({ '°C° ���'�` `'t` (�r"$�. �w�� y!` -, /lUllll�llllF11�11���aa00 �,� OI EXHAUST SOUND LOWER MOUNTFD IN WALL. SEE ARGHITEGTURAL �Ary O � ZOO4 � i '�,\ / �� / DRAWINC�S FOR FXAGT LOGATION. SEE SGHEDULE ON MOOi. �\ ��, � 2 HYDRONIG GABINET HEATER REGE55 MOUNTED IN GEILtNG SOFFIT. � \ � , � I O UNIT TO DISGHARGE HORIZONTALLY THROUGH FAGE PLATE IN Y�ST � / �''�. � � `� i �,, � 51DE OF 50FFIT AND TO RETURN THROU6H THE BOTTOM FAGE f'LATE � � � � �\ !, OF THE UNIT WHIGH FAGES THE FLOOR. 5EE SGHEDULE ON MOOI. \ � � �� � / 5EE DETAIL II ON M041. , �`.� �./ '� / � � �/ / � ��� / �3 HYDRONIG GABINET HEATER, REGE55 MOUNTED INTO WALL 5EE � \ � - ���,, � SGHEDULE ON MDOI. SFE DETAIL II ON M041. � \` � i � � %/ � / � �� � � O 1 4"� GOMBUSTION AIR DUGT DOWN TO �LOOR BELOY�I. TERMINATE � � `� � � ��� � , DUGT AT BOTTOM OF PLENUM BOX LOGATED INSIDE SHAFT. ---` _ �,.� /� , � � , � � ;' y THIS SERVES THE P3 AND J 5Y5TEM. � � 7�-_ � / ��, „ �`� i� / � / , O MG TO PROVIDE AND INSTALL 4 THIGK DUG7 LINER FOR SOUND � � � � ,/ '� � /�� / � � r ATTENUATION ON WALL OF SHAFT WFiERE THE LOlNERS �RE NOT X i�� �\ ; ��;/ \ LOGAT�D. � � � � �• ` 1 /`�� / / �� � �,� �� � � �� / ! ' 6 a j ' / ,i \ �� j , _ , O MG TO PROVIDE AND INSTALL 4 THIGK DUGT LINER ON GEILING OF � ' I �. � �` � �, SHAFT AND ON FLOOR OF SH�4FT WHER� SHA�T OF� SETS TO MEET � -_.=�� � \ ; � . � 1 � �''�_, _ _ / - q �' EXHAUST SHAFT IN LOWER LEVEL FOR SDUND ATTENUATION. � �'�ti,� / y �, , , __ GUH F I 2 , � ,��� � � // �'� ; �� � / �`� i � '___ \ O INTAK� WALL LOUVER FOR GOMBUSTIDN AIR TO BOILERS. ,�' -e<`��=,�;�;�,, '/ �\\ / ' %� /I � � �' - _ ��\ / 12 GODRDINATE LOGATION WITH PLENUM BOX AND THE ARGHITEGTURAL .�'�"`f=`K:t � :�� � j��� � j` '� / � I ' - r- 14 DRAWINGS. BOTTOM OF LOWER TO B� APPROXIMATELY ��'` _ _ `,�;.*'�` ���s��� ,\ �..� / , ` - _ `_ '��� �r -_ ``` 8 ` . ��.,'�- / � � 7' ABO�IE THE OUTSIDE GRADE. �,;'�,�`�� ` ��``� _ �1�=i � �_ �`�`�,� .�., ��,� � � �� � � V � ,_� � � � " � � �� ,�`..'"��`�' `•�,4 \ � � �' �� � � �� ,., �„3 4��'�"�`' *;,��%; R�,-:;,�; � � , �,� � - _ , � � , � � �� � __ � PLENUM BOX FOR BOIL�R'S GOMBIJSTION AIR DUGTS. SHEET METAL ��t� � � `��� �-� '� � �` ll � ' �r - � _ � '� �� �� �� �`" ;`;"' [� �� i � / � ,' � � , ;- 1' �� _ � - BOX TO BE I6 WIDE X 40 HIGH X APPROXIMATELY 48 DEEP. ��� �� , ��"� / � i - �_ — ��__ � _ � �, ��;� �,s:—�,���� O .� �� � , / � � ; - , _ �, - _ GONNEGT (2) 12 N DIAMETER GOMBUSTION AIR DUGTS TO THE BOTTOM r�;y , ��`� a / \ ,,a y �`�. ` �� � ,' ''� __ / � � , '-- l L-F-6 OF THE BOX. EAST 51DE OF PLENUM BOX TO GONNEGT TO THE ���.�� �`,/ ��.�, � � / \� � I �l _ �.� i ,-- _ =`�\ \` ` WALL LOUVER. � � [--� � � , � � �/ , C�� --- --- � - � �; � � , \� � / ' `'- - / _`'' -- - q �� \� X� � �� � � '�,�� � � _ � --�� ,`�.�___ -�_� O 12 � BOILER FLUE UP FROM BELOW. TERMINftTE �LUE ABOVE THE �� � C\ � / �\ i �� \ �� � �r �-` ~� � �;� t RVVi- YVITti f� Rnllr vr�P TYiI✓ �C�vC.� TYIC i"�3 r`�TrD J .�r.�TCT1. �" 1 �� /" �� ��; � /'��/ � ,� E �`-J� J � -=-�- - _ - - ��� , - �-- � � � _ `� ?" / ��/ � . �/ � /� ' _ , �_ 10 ELE1/ATOR SHAFT 15 NOT REQUIRED TO HAYE A SMOKE RELIEF (� � � / ��, �\ % � � P 101 � � � � ,� ��. VENT 51NGE THE BUILDING IS DE5IGNED PER 2003 UBG A�ND 15 � ��(/ ' , � �� ; � � X � / `! ,' n � '' -, � ; FULLY SPRINKLED � � /\ �\� � � /� `--J �l^ � �� / ^�\ %� \./ \�� ; '�.1� � � `� \� _ � I' V_ ���- II I" HEATING WATER SUPPLY AND RFTURN PIPING DOWN TO THE LEVEL � �,` i/ ` / / % ,� � -- � �''�., O � � � , � f� , � I , BELOW. PR01/IDE AGGESS PANEL �OR MANUAL AIR VENTS THAT � / `�� � � ,' � � � � � _ � ARE TO BE PLAGED AT THE TOP O� THE R15ER5. �� � /i� r_ � � ��� � , � d � ' Q J��j ' � 3/4" �� � � � � ��, � ' � `-� i � r 12 EMERGENGY GENERATOR 4" TAIL PIPE FROM BELOW. TERMINATE THE �� ��'� � �` / �/ � '� I ` ' _ � � _� I O TAIL PIPE ABOVE THE RODF WITH A FAGTORY RAIN GAP. THE MG IS / I N i TA THE TAIL PIPE FROM THE GENERATOR TO ' \'� �� �, /�\ '� `�-��. � � � D � ' �� TO PROY DED A D N5 LL � /\ / \�f � �' _`__—. ' ^ \/ ,� � � � / `��� � THE TERMINATION. GOORDINATE TAIL PIPE 51ZE, ROUTING AND � \ � / � ' 4 13 / � � / •�, ��� � , L (` ; MATERIALS WITH THE GENERATOR GONTRAGTOR. THE RAIN GAP TO BE � �``��- � \��� / L` � - ___�J; `� T C r ; Z I NG GOATED, GOUNTERBALANGED AND RATTLE RE515TANT. � ; i \ \ � ,, � ,��-; � U � THE TAIL PIPE TO BE PROVIDED WITH INSULATION PER THE i � i �� �'I\ ,�,` -_� �� ,'�_ � � � '� `' II �� SPEGIFIGATIONS. OWNER/DEVELOPER � � �` � / � '� � ��. ' '�f � =- ' �� % �3 �� VAI� RESORTS � / � � / � � ,� , �,_ �� E�EVAT� R r 1O O 12 � GOMBUSTION AIR DUGT DOWN TO �LOOR BELOW. TERMINATE �� � \� ��,, \ �,� � ' _ �� I � DUGT AT BOTTOM O� PLENUM BOX LOGATED IN51DE SHA�FT. DEVELOPMENT i�, GUH F-2: I THI ERYE THE GHRISTIANA 5Y5TEM. � / � r - r_ � � 5 5 5 � � \ i� / � � COMPANY �., �` ��i � _ ` � � r O � �. �` � � ! 14 12��� gOILER FLUE UP FROM BELOW. TERMINA�TE FLUE ABOYE T�fE AVON, COLORADO ` i \ � � / \ � �` �4�� �� ROOF WITH A R/�IN GAP. THIS SERVES THE GHRISTIANA SYSTEM. \ / '�' i� � ; _ �\ /�\ / / � '. ; r � , \,�\\\ \ / � / I �`` � _ _` ! ARCHITECT � f �-. ' 42�40 _�-` , , . - �� � � � � � � / � ' T � - i _-- ; � , _�� �/ ,� ARC H ITECTU R E 1 /�` i ~'� � ; � ,� \ r , i \/\ � � � I ''�_.1� , Denver� Colorado �� � \\� r � STRUCTURAL SNGINEER / r` /f S TA R � `� �' MONROE de NENELL ENGINEERS, INC �� / I - _ f �_ `` ' � �/� i -� j P � 1...' TdEP•ENG N ERS �. . \ �� / I / � ! — - - ABS CONSULTANTS, INC � �' � � � �` ``=�-�,, DEIVVER, COLORADO ( / \y � � / v `_� � � ' � !�/ ~' i ��� �NENK ASSOCIATE5� , / , ! �� � L-F-S I � / DENVER��OLORADO � r � `'` � � SHERRY DORIIARD � �-- Ir � ` � VAIL, COLORADO -..r ` ` 1 / C1VIL ENGINEER & SURVEYOR / _` /� ��, PEAK LA A1L. COLORADOTS, INC. �. 1 / / � ,-��, ` - ,l L- � ` �_``_ i� / � t � � � D _,_`_n � r�' PROJECT N0: 2001-134-01 �� `-�l / � , ISSUE ISSUE ISSUE � `J � N0. DATE DESCRIPTION `���� �� 'r — 08.25.03 DD PRIGNG J _` � / �.� r / �rr ' --�_ ` �'' - 10.31.03 ISSUE FOR GMP , C1---- �— �' � — l, _ _ ~----� / ' � - _ � � - -- � _ / �� r� _ __ � �, �,' 12.30.03 IN PROGRES.S � � �` �� ''--�� - r __ \�__ ,__ r; 01 1.06.04 ISSUE FOR CONSTR. � � \ ' � �`� r r� / � / � ` -� � �I � j \ / �� �,_ � .\ ! I I � _`�-� � \ l / � � �� � /� �7 � r l � ! / I / _ _ � � � � << f �� � _ \,, 5 i � � � � � r � �@ r � �_ � -�., �� \ r-_.r-------�� �i i � _�,�� �'� �l r� \�� i r � � I / ' � \ i � , � � , / \ r�� _..�- _`-- '`\\ S �FT r / -- - / � ,.'--��` i b ' ' ��� [_ F� � �' � , _ � �� 1`^_ \ ��r�S .� , � I- �_ Q � - `_ `� r � � � � i m ' -- _ —_--- .�� , ° , _ -_ ,�_ ----_ �� � o �1=` ' � � -- ' � `�� I \ �' -�,. �-' \,��.� I i � p -_ / I L-F-4 _. � `�-�,�1'�-�` ��\ /� f� - _ �~-�� �� �OAB CREBY D81►1� � � �- _ ' � a���� '-'�- -_ �._ , Q � , -�-� i � L—F-2 I �—� �' '-,- ,,' ►�L� Qt� � � '`;`�=�`1 r ' �i '�— � Q p (L ` `~.� r/ � ° Q p _� q D � ` � �Q w � � ---�.�_ '� d`� � N �--_ � /� l� F-3 Vail Park & Garage 0 at Lots P-3 & J 0 . � v � LOTS P-3 & J � � Q MECHANICAL �- PARK LEVEL � Q GA AG - a N � Yi� ��n�- N� 101 ��F���" ENLARGED MECHANICAL P.A,RK LEVEL GARAGE PLAN ,��;y„� 1 SCALE:1/2"■1'-0" W SCALE 1/2" — 1'-0" J 4L � � `�\,,`�011111 I i�ll t, ;✓�j�f�, / - ,,•�'� m e ao ��s}'�'�r ��pC O"*�Si d � �� �c E�� +�. 0 dg j'�"✓ 0 � • 0 0 . O O O • 0 ta � : • 3�'f�+. ,�a a .� �; � _� �� � .. � ,��.„ .�� , I e�n°oeve•a• ��,�`��' I i� + .,"} / 0 0, !�l�� 5 •� � �•'"_,_ (,�� / il I I IIlU1A��� �., .-;,, � . I �� 1 1 � p� �� �� JAN 0 � 2004 ' ' � , �; � , . � �: �, � � G�R� �R� - --- . ____ , ' �K DR��,E � — — _ _ a � / , 9 (D/V� � ,--�_ -- ` - --_ ' _ --------- � �Y� . _ _ -= -- _� ___ _ _ - / ���r�o-r�s �:�� =..._-� � __', - -- _ , �'�i � --_ � � OI INTAKE WALL LOWER. REFER TO ARGHITEGTURAL DRA�WINGS �OR EXAGT LOGATION rT1 / / / � � �{ ,��� -_ �� ____ -- -=-�'' I L-F-I SEE SGHEDULE ON MOOI �'� , ' � ,-_--- �-;r_,,� '-- -_ �O . � , � % �� � ��'�;="- =T� =�'~=��, ''7 �� ` O2 MOTORIZED DAMPER FOR INTAKE LOUVER. DAMPER TO BE OPEN WHEN EF-2 IS ON OR WHEN EF-I i�'j � ;%%;'� i ����`T�r;;��'=;=,_ ,�-�-`� 15 ON HIGH SPEED. DAMPER TO BE GL05ED WHEN BOTH EF-I �ND EF-2 ARE OF�. � � ��'/ f / I �� � i f�� i� �f �� � �����' e-`_-- _� �. � L-F-B �,� /� 1 �� (I-V4 � �� I 28 � ;� _�`i � �� �� �r �f � ���� � �� � __��_� � � ! �� � O3 MAIN GARA6E DDOR TD BE KEPT GLOSED AT ALL TIMES EXGEPT FOR VEHIGLE ENTRY AND EXIT. � � \ � ,% � � �30 I / �� ( / � �1``�� r�„ �� ��--`� , / �- DOOR IS 50LID AND INSULATED. �1 �.�-- _ � , � __ _ �• �`�4 � PA�KIfJG �TALL � �� � � � ____ ' \ ` '=� � I-29 I P I-I 4" � I I-I/2" �` � � , O4 EMERGENGY C�ENERATOR TO BE PROVIDED AND INSTALLED BY OTHERS. MG TO PROVIDE M1'� � � ` WALL SGREENS �OR THE AIR GIRGULATION. MG TO PROYIDE AND INSTALL THE TAILPIPE. `'���- � � I PA K 11��TALL ,' � �. � I r � � \ ` �'�- _ � �� � ���, �-_- / I / � � , g � � / � \� / � GOORDINATE WITH THE EG AND GG �OR ALL GENERATOR REQUIREMENTS. �:��,� �-F�,,* �j � �'= _ I � � R i dG �TALL / � ' � '� `'�" �. / / i I � ,. ,�,;F�. � � �'' i�� �� ��IP � / � % I � � ,! �7 I � I �-'�.� O5 BAGKDRAFT DAMPER TO BE INSTALLED IN DUGT. .�' "'�����t= °�`x ��'J / / / � / PA KING �TALL � i �-L � ��a =` ���°` ' � � _ �� / I � �26 �j � �J/ � ��= � � - "'�� �°� � _ � � ,� •`�'"�'�" " � ,��;. � ��:,�� r, �.. �.,-'- '� � � '1--_ _ � � �� � ��� / ( � % ��1-� -� O6 OUTLET OPENING FOR EMERGENGY GENERATOR. PRO�/IDE HARD DUGT GONNEGTION �,F;`0��`,'� .�`�;'^���'1, � , � / PAR�:ING S ALL � � / � -� , ;� �.����.,. ,-_,� �-�, _ � � / / I � / � 25 ' � � � �_�� BETL�IEEN THE RADIATOR AND OUTLET. PROVIDE A I/4" BIRD SGREEN OVER THE OPENING. `�`°="�°��" �-�x������<�-'t';�� � �k.,..�� - ,�, ^�� � � � � / i / � � 1 I P��NG 5'ALL �2a � ��, � �I - � THE OPENING TO BE APPROXIMAT�LY 15 SQUARE FEET TO I�LLOW FOR APPROXIMATELY �''r �,,';��°; �s� _ � _ ._ - --- N V � \ � � I � � / / I PAR�ING STAL ' � 5600 GFM AIR �LOW. '�=� _�`''� �s�r� _ � � � � � � � � � � � � ��,4�a., ���'� -�`� O - - 31 � / 1 '� �� r-� i �; \� � �PAPKING STALL / � �� - � '�� i / � � �� I I���% �,` Ol EXHAUST GRILLE. 5EE SGHEDUL� ON MOOI •'� � � � p � � � \ , � / `� � �� ,�/ � ` /� 2� � ; � _ ' _ _ O8 IN-LINE EXHAUST FAN 5U5PEND FROM THE STRUGTURE WITH SPRING YIBRATION 150LATION HANGERS Q; �� � , � / !� _ _ { , ,`^�_ , ���� /' �- � 5EE SGHEDULE ON MOOI. � � � \ , _ _ - -32 - - � � � �� � � �_��2�� SLOP_ �� ` �� - �.,_ I � `;� _ � ' ' 2O Oq MOTORIZED DAMPER FOR INTAKE LOWER Df`MPER TO BE OPEN WHEK EF-I IS ON LOW, MEDIUM � � �__ \� � �PARKING STALL I-I/2 � �� , � WN @ 5g �4 q -=_ , _ / OR HIGH SPEED. DAMPER TO BE GLOS�D WHEN EF-I IS O�F. � � � � � � 2-I 2 / Ig �X ���� -___ � / I � ` � ' 10 HYDRONIG UNIT HEATER WITH INTE6RAL THFRMOSTAT. 5U5PEND FROM STRUGTURE WITH �--�- � �. ` �- � -''-- ` �` `_� ' 2�� / / � I /� �M� _ ' � BOTTOM OF UNIT AT l'-D" AFF. 5EE SGHEDULE ON MODI. 5EE DETAIL 12 ON M041. � ` ----_ `�°�-_ � � /7 10 UH- -I ' - ----__��----�. - ___' _�. ��` ` P� �;I/2" � / �� J I / 2 18 - �- - I I I UPPER GARA6E AREA. -�` _ _ � ' �� � _�_ I-I/2" i ��� ` ` 1/�' � 2-I/2 ARKIf�G STALL �-' � - - - - - J � �_ � � ''I -� " - - � � ' I T MATGH DUGT DIMEN510N5 51LENGER TO BE BY � � 33 ' �/ �_�4�� � � ` � / �p UH F 2 � � g 12 � LONG DUGT 51LENG�R 5 ZED D � �PARI:I��1G STALL ( �� - � � � ,`� 1, r / � � `._ - --- - VIBRON GOMPANY. / ��- ' � '1\ \ \ � � � P�'� ���, 8 � �� 2_�/ � ��1 /� 3 �---- - `� � �- 13 MG TO PROVfDE AND INSTALL 4" THIGK DUGT LINER IN THE SHA�T FOR � / �� r � I-I/4" / _---._ - O � � � \� / � � I-I/2 �( �� I , _ �. _ _---- - - - - _ _ _ � 50UND ATT�NUATION. , �� _ _ ' , _,� UH-F-4 10 � � ,_` , � 3 � � � T � �J _ -�- � �� � 14 12"� BOILER �LUE UP AND DOWN FOR P3 AND J SYSTEM. j �� - - - - �4 � � � � _ ` 3�� 1 � ' i PARKING STALL� � O ` j � �� � �� .�PARKING STALL ' /� T � I / ,� _; ���, _ � I-I/4" ' � � / 15 14"� BOILER GOMBUSTION AIR DUGT UP AND DOWN �OR P3 AND J 5Y5TEM. OWNER DEVELOPER ` � � � I / �.,� � I � � O / �� , � � ` / � � � � �� _ � .1 � Ip UH-F-3 � � � � l�� ?� � I ;� 1 � � � � I6 3" HEATIN6 WATER P.ND SNOWMELT SUPPLY AND RETURN PIPING FOR P3 AND J VAIL RESORTS � \�� \' /� L ,�- PAR�CING / � �,14 15 6 � ELE �L BBY �� _ ` - -- _ _ O DOWN TO FLOOR BELOW - STf�LL i � �' � — — — — DEVEL�PMENT �OPERTY LINF � =-�-� / � _�'r�,��..� r E�� � ' �6 I , , _ _ _LOT P-3 \ _ _ _ �5 _- - - i ��� 2q 22 � "I I 0�---�� � PARKING STALL� -�� I� SNOWMELT SUPPLY AND RETURN PIPING TO SNOWM�LT MANIFOLD FOR P3 AND J. COMPANY / � � � �PARKING STALL ' / /��. � f �� �,��- � � i T �� �- � �. � � � J � � \�� � � ' /� ( F' \`�� � T� ~ 23 - _ I-I/4" � � � ,,� I � -- � I IS SNOWMELT SUPPLY AND RETURN PIPING MANIFOLDS ON GRADE ABOVE �OR GHRISTIANA. AVON� COLORADO , o , r - __ � , O � . � ` „'---_ _ —�� \�� �• �:w�\ `� � � �- '� ' _L � i � \�� y`' - \ � �' �� < 28 \��, ST�11 �=,_ � �� STF�P + , �I� ` PAP,Kr! ,� STALL 25 i - _ ..._ _ _ _ _ _ _ IG INTAKE OPENING FOR THE EMERGENGY GENERATOR PROYIDE A 1/4" BIRD SGREEN ARCHITECT � , ���_ � �' � � .\ \ �� --,;_ P2o2 t i - -}- _ __ , I �� - -- - � OPENING TO BE APPROXIMP�TELY 15 SQU�RE �E�T TO ALLOYd FOR /�PPROXIMATELY � - \���, ��=, ♦ �� - - > � � , � � � �-�2 � � � __---�r- PAP,KING STALL� � � 5600 GFM AIR FLOW. 42 40 � �, ��/ ��� _ -- � ----1 � � ' � � I � �'� \ /;�� � � ��' - _ �� � -- � �- ' _ i - -�� 20 PROVIDE A SHEET METAL PLENUM BEHIND THE LOINER TO HOLD THE MOTORIZED DAMPER. ARCHITECTURE ` � '/ � �, P � ' / � �� I , � _ _-- � 0 � � � _ / ��,���S�p � ��\ � `� �'ARlkl�'G STALL � �- � --� "� Denver, Colorado � �� �/ , ,o�, � �, �, � _ f _ ___--- - --�" " � 21 OUTLINE OF EXHAUST SHAFT AB01/E. SEE MIOI. 51'RUCTURAL SNGINEER � � ` i � � \•� � O� / _` �� �13 t- �__ _ ----- _ MONROE & NENELL ENG1NEERS, INC � �/ � � \� ,� -`, \� 1��/ " f � I � _ � -' " - - -- _.._ _____ - ----- - ` - - - � _ _ 22 3" SNOWMELT SUPPLY AND RETURN PIPING FOR GHR15TIANA DOWN TO FLOOR BELOW. nvox, cowr�►no � � � � /� �� � — `� SH FT �_-I _ _ _ ------ ' 14 � � - � I 1dEP ENGINEERS � � 36 ; �/ \ \ � 9 21 / -�-.�� `� � �,��3� _7_,�:1-_---� _---- � - � PARKING � PARKING STALL, � � 0 23 HEATING WATER SUPPLY AND RETURN UP TO PAYILION ABOYE. ABS CONSULTANTS, INC �/ P�R K I N G STAL�% /�� �\\ ,\ ,y��� / ! � �� 1 �� � � � G�RAG E / � i � DENVER, COLORADO \� � � � , / � 5 �, � � � �, � � 200� I � �- � 24 TAIL PIPE MUFFLER �OR THE EMERGENGY GENERATOR. THE MUFFLER 15 TO BE PROYIDED LANDSCAPS ARCHITECf � � , � \ � , � O 1►ENK ASSOCIATES � � / i � �,,, / ' ; , }'� ,� ' � � � ?� '� -- � BY THE GENERATOR GONTRAGTOR. THE MG IS TO INSTALL THE MUFFLER AND MAKE ALL DENVER, cowxnno y�< � �% / ; „ �� B �\\\ � / � - PAR� !G STALL � ���_ _ _ z � GONNEGTIONS TO THE TAIL PIPE. SUSPEND THE MUF�LER FROM THE STRUGTURE. INSTALL SHERRY DORIIARD �� \� / % � 37 ' /�\ � '�` r / � - - , � - -- - _ `�' PER MANU�AGTURER'S REGOMMENDATIONS. APPROXIMATE WEIGHT 15 150 LBS. VAIL, COLORADO ' �;�� i � PPrRKING STALL � � � \ 12 � / � - 1,s� / ; , ` / — ' ` , � / ' PEAK LAND N OE SULTANTS�INC. � \�� / i� ��� �� �\ � // IB � � PARKING STALL � v �\ / � � �' -- �' � 25 EMERGENGY GENERATOR TAIL PIPE. MG TO PROYIDE AND INSTALL THE TAIL PIPE FROM . � � � v,��, cowanno ' `�\ , � �� / � � �., ,� / I / ! I-I/2'� �- � � � � �' THE GONNEGTION AT THE 6ENERATOR TO THE TAIL PIPE TERMINATION ABOVE THE \��� � �i �/ l i�� \,\ / �./ � � -� �g I �� � � ' ° I PAVILION. MG TO GOORDINATE WITH THE GENERATOR MANUFAGTURER FOR THE TAIL � / / 38 � /� � � � � � � � PIP IZE ROUTING AND MATERI�4LS APPROXIMATE TAIL PIPE 51ZE 15 4 cD SGHEDULE 20. � �\\�� � PAf�KING ST C� % / �, �\ � � � � PARKIN� �TALL I _ _ _ _ ` _ _ r E 5 , INSULATE THE ENTIRE LENGTH OF THE TAIL PIPE PER THE SPEGIFIGATIONS. INSTALL � �- Y - - -^ .� � _ _ � � � ` � � - - - ._ � 12 `� -- -+ � PROJECT N0: 2�01-134-01 � � / �� / - ._._ � EXPANSION JOINTS PER THE MANUFAGTURER 5 REGOMMENDATIONS. / ISSUE ISSUE ISSUE �� j' � ' � / ,�/�\ � � � � 2-I/2" `" � PAP,KING STFLL�, � � � � � ,' � 3� � N0. DATE DESCRIPTION \� .� �; � '� �. /' ,/ � �� 1�/ �� I � � 26 IN-LINE TR�NSFER AIR FAN. 5U5PEND FROM STRUGTURE. 5EE SGHEDULE ON MOOI. /`� ��,` /� � PAF�KIIJG ST�C � / �,, `� x � j� /� I-I/2 .��INi�`�(AL ��..�------�'� i � �' � _ �_ _ ----- � � - 08.25.03 DD PRICING %� �,�\ / �' �/ EF-F-2 8/�� ��\ p�A+ �,,� / �., ��� ` `'� �� -� �r J`�---- - 2l ELEGTRIG UNIT HEATER. 5U5PEND FROM STRUGTURE. 5EE SGHEDULE ON MOOI. - 09.15.03 FltVIV. DD . `� � � � / /� \ '�� � �� 2�� � -- \ �� � ,� � `�p / � �` � j�' \ ��� ` j � � - _ _ _ � 28 SNOWMELT SUPPLY AND RETURN PIPIN6 MANIFOLDS ON GRADE ABOVE FOR P3 AND J. - 10.t0.03 CD PROGRfSS 1 ��\\�� / P�K I I�G %T�.� �/ � �\ , / �'l � 2� � �, \\ � � _._, _ - - �� --- 10.31.03 �SUE FOR G4AP \ � � � / /� / ` �.` �\ �n .�f�� �f ' �8�\� PARKING STAL� � ' � 2q 12� BOILER FLUE UP AND DOWN �OR GHRISTIAN SYSTEM. �2.30.03 �N PROGR�S � `.\ ,� �/ / � . � \ \ ' i I � �- ���� � �- / 41 � ;, � ,` � � � � -' 30 12"�D BOILER GOMBUSTIDN AIR DUGT UP AND DOWN FOR GHRISTIANA 5Y5TEM. 01 1.06.04 ISSUE FOR CONSTR. \�� // /�AR�1NG STA�:�i '�r �. _ �.�\ �� ��� II � � �� I ,� / // 48 x30 � I � � � � / / r � 600 \ ` � - _ \\\ �i / � �'�'S` �, \�� � ` ` - - � / / � \\', \�� " �' `�� 2" I 'PARKIfJG STALL � ' � I ;C� �� �48 x30 � I � ��` �� ``� 6500 � � � I � �- / ��` ' 24 \ �,j � � ,. -' � _ \� GE RC>OMr � ' �� \ \ �\ �-��2° I � � �f�--�''� \/���� I �i���� � / \� [P2_o7 ] � / � \ \ cr' ` �- - -_ � I Iq \\ 'y � `� I-I/2" ^ 1 � If�"xl0"`B -- -_ � \'��.,, ��� � \� ��`--� � I p ��, �<�rdC �Tn��� - � L PROVIDE TNE UUMRER nF Gn SEN�RS PFR MANUFA�TIIRFR'�, RF(,nMMFUf�ATInUci F311T A MINIMIIM nF I PFR 5nnn SCJ FT nF \\ �� � � � cl � .� ' � �� GARAGE. LOGATION AND MOUNTING HEIGHT OF 5EN50R5 TO BE PER MANUFAGTURERS REGOMMENDATIONS. 5EN50R5 TO GONTROL �� �;' / 3 i �/ � � ' ° TF-F-I 26 � � � �- � H ) GARAGE EXHAUST FANS EF-F-I AND EF-F-2. 5EN50R TO MAINTAIN A MAXIMUM AYERAGE GONGENTRATION OF GARBON MONOXIDE m � �� /� �KING %TI�L� // 18 ,�\ � �\ � � / � _ �' _'_-_ _ -- - "-�� � OF 25 PARTS PER MILLION (ADJJ. THE AUTOMATIG GO SENSING DEVIGES SHALL BE APPROVED FOR BOTH GAS DETEGTION AND ,, � / � � �1 � V F GARAGE. d- � , � , � � � /� � _ f � E L E G T R I G A L P E R F O R M A N G E. T Y P I G A L �O R A L L L E E L S O O 4 � � , � , \� 9� / / / �. i ! � `;�\ // � PA�,KING ST,9�_C/ // \ � � I _ � --g� � � I—_ ~ !\��� \���, �� � ` 2. MG TO GOORDINATE ALL SNOWMELT PIPING P FN ET R ATION S TH ROUGH EXT E RIO R W ALL S AND ROO F W I T H T H E W A T E R P R D O F I H G �' � / � / �\. �� _.._..1. --- �,✓ ENGINEER. THE PIPING SHOULD BE A MINIMUi� OF b" APART AT PENETRATIONS. GDORDINATE PIPE SPAGING, SIZES AND Q b .� �y � / i / _,_.., _ - , � �-� � ` � � m � � �� / � , � / � �;� \ � \ I \ � � � `/ I MATERIALS To ENSURE IT IS GOMPATIBLE WITH THE WArER PROOFING. 4 ' `� / i % / 5 i � � \, 18 \ � � 18"x 10'� � , � d- �� � , % � PAf�KING STgI_L / ` � � � I � � B /�lELECTRIL'AL �/ � � � � � � i \ � \ � I � � � ROOM / I I N � � � � �/ � ��, � � \ � < P20F � CJ' � � .' � � \ I \ 7 PAf�KING S�IALL `� ` i � � � � / � � \ 6 � �l�F�KING 51�ALL � � � � � I ����\J/� � �.�---� � f'AF�I�ING S�ALL � \ � �� , �ORB CBESC Dp1Pj � \ � 1 � � c�� � \ \ // � � � \ � � , ` __ K � �� � � � � � � � � i _ __.._. - ,L � �,�/ I , i � � � I _.._ _ — � � �► � Qr� � di �r � � � � \I � i - ------- - -' I W ''�T \ _�UOM �l � \ I _--- - __.._--- � I 4� , Q p p❑ Q � EUH-F-I 21 � �[`P205] r�_--_ �, � 9`�0 , \� � _._---- � � �! w � �_ � � a� V `�� -�. Q /�' ,\ , -_ 18 � `� ��..p ~� � 6 � �- -- — �U � Vail Park & Garage Q � ,Z � 4 at Lots P-3 & J N 0 z v , w � � LOTS P-3 & J � o MECHANICAL � LEVEL i GARAGE � - _ o N � �}�� - R:��K. l� 10 2 1 ME�C.HANICAL LEVEL 1 GAR.AGE PLAN , W SCALE 1/8" — i —0" J � � ��� �oeSt �i rrFi,, `�y\ '� � '�' �°�. �� ¢ '6 '. �a �c�• C tl�a�� '' � � � � s � l ��,� � o o � '° � o � e " • o • o ��„�,� e �' °• t � - 4 e �`w/: • �•l�.. � °° •seeo��e�60� - ��AL���',ee�� <. , ///1//lilEIIIUI►1�0�� U . �Q� , . � -q 3 � � _ � � � � � � � � � � ��0� S � � � , �p 7 OI SHAFT AT TH15 LEVEL TO BE PROVIDED WITH A GONGRETE �LODR. � � ` � � � �� �/ 7 O2 3" HEATIN6 WATER AND SNOWMELT SUPPLY AND RETURN PIPING �OR P3 AND J � � � J . ' � ( � SYSTEM UP AND DOWN. � , �� I ' �� � � r • O3 12"� BOILER FLUE UP AND DDY�M FOR THE P3 AND J 5Y5TEM. � ►-a , / / ! I , �m�R C �3 I � / `�� �-,,� \ P�RKING �TAL � � I � ' �- O4 14"� BDILER GOMBUSTION AIR DUGT UP AND DOWN FOR THE P3 AND J SYSTEM. f�''�;���y �� � ` �'�_ � / � ' � 72 I ' I � I � `� �''�,�',��' � �� - � PA .ING StA�L / � I 5 PLENUM FAN FOR MAIN GARAGE EXHAUST. FAN TO BE GONTROLLED BY THE ,.,;'_:���,�';;,„��r � ��,_�� �� x � � ST i R �� � I � I � � � I � � � GO SENSOR SYSTEM. FAN MOTOR TO OPERATE WITH A 1lFD. FAN TO BE ���;� �`'`� �"«^�� � Pt304 � / 71 � � � � :;�," _,.,c� `, � � � ' � ' � MOUNTED ON SLAB AT THIS LEVEL OF SHAFT. FAN INLET TO BE PLAGED _ / � / I PAR�KING S ALL � I � / � '� `:""' '�" ' / � � 70 / 1 ; OVER OPENING IN SHA�T FLOOR. GOORDINATE OPENING 51ZE OF SHAFT ��=`'`'��'� �����i;a'i`y^�.'���� k � Q�„�,,,��:�.���n°�, t,,�, I �: ,� ����4 -r_ ` � � � / ( PAf�KING S#ALL � � 69 I � � ! � FLOOR YdITH FAN INLET 51ZE. PROVIDE AIR TIGHT SEAL BETWEEN FAN AND � ':•�t,r�=, , y ,�.�_, � i ` �� I � / � � FAP,�ING �TALL I / ,�`�O r / � � I � � / � �� /68 ► , � ' SHAFT OPFNING. SEE SGHEDULE ON MOOL `�'��,V,���°�`w°�> _` I � / � / I PAR�I�dG STALL � I � a � � � i � �67 � I 6 OPENING IN �LOOR OF SHAFT FOR EXHAUST �AN INLET. ���'�`� I I I - - - - - - - -� � � ��� � �� � �/ I / I PAR�CING STALL � � �/ I O � � E-�+ �`� � / / � � I � � ` �66 I / � / l Ol MG TO PROYIDE AND INSTALL 4" DUGT LINER ON THE WALLS O� THE SHA�T � � � � PARKI��JG STALL � \� ~ _� - � / � � � � qR��v�; tiTA� � i � / , Fnp �l�lD JaTTEUU1�Tl/_]U � � ' � � � � _ �'' I / i I / 65 I � �'�- � � .� , � �'� - _.`` � / � � / I AR�NG STALL � I � 1- � 64 OS AGGE55 DOOR INTO EXHAUST SHAFT TO BE AIR TIGHT. REFER TO P,c� � � � / 1 _� - -`, `I�/ � �/ � / � AR�:ING S�"ALL ARGHITEGTURAL PLANS FOR MORE INFORMATION. � � ' - - - � / � � � `_ ' ��� � \ � — 75 — — — — � � S�ppE DOWN � `` �� , � �/ ' � I � � O 3" SNOWMELT 5l1PPLY AND RETURN PIPING FOR THE GHRISTIANA 5Y5TEM � � � � � � � �PARKI�JG STALL � 5�o MqX I / I �' i UP AND DOWN � E )---__ _ - � ' �'' - --�_ _' `�'� -=\� ' ' � 4� � I 10 12"� BOILER FLUE UP AND DOWN FOR THE GHRISTIANA 5Y5TEM. � ' \ � / � — _ --_ _ ` / � ��— - -.�_ _ � P2 — ' -' _ _ _ II 12"� BOILER GOMBUSTIDN AIR DUGT UP AND DOWN FOR THE GHRISTIANA SYSTEM. r - ' � � P`� �\� � PARKIfJG STALL � ' i g ` � � - - - �6 � I _ �- `7-� F� ,� / � - � � � �PARKING STALL ~ �`'� � pS � _�_ - --- Y � � 10 4 r I � � � P � � � g / � C ' � �� 3 �� 2 � _ _ _ � 1 �'�?� � ' _._._.- - --� � ~ _-- 58~ " — — — OYVNER/DEVELOPER � — — �--� _I- � ' - - - - Y Y" �� -- - �� � � PARKING STALL �' � � � _ � VAIL RESORTS � � 77 / � _ `� .� q , � � � � � �PARKING STALL I � - - - � , ` � ' ► � = y � � I , , � � DEVELOPMENT . � � � � -�_ �� , � ,, �. � �� �. I p� AP,bING i , ELE �o e ' — _ _ _ COMPANY ��� � --�� ST/�LL � ELEVATOR P30 c 57 " - -- _ AVON, COLORADO _ I I — T � - - - -" -� � � � � � � PARKING STALL � � , � . S � � � �� i � � _ � �. � `PARKING STALL � � ;' �i``--- � �" p � �' `� _ \� `� � � � PD \�;� �/—�� � � � '' I � � � � ARCHITECT �'---- - i \, � �, -_ � ,!- ' 63 % I � , � .� '-`-- ' '-_-���_�,�� � � I ��\�, � _ / � ±=�'; 'f' � �P KKING STALL � � < � _ t _ 42�40 � . '-�- --._ � '��,'' ;_ T� fiL -__ _ �P �_ - - - _ _ � 56 - - -- - ARCH ITECTU RE i `, C ��� P C1z ' � � 1 - -�- °� I PARKING STAI_L � ' _ �� \� ���, � —-�_ ���;, '� r �- 1 � .-� ' � i / � i \ Denver, Colorado - \ I` . �� "` ���;;--�_._ - N ; � - ,� x ,- D l __------_..- \\ , � � �� �7 �� ' '— /, � 1 �, .�2 I � i '� _ � — --- � 1dONR0E dc NEMELL ENGINEERS, 1NC 1 � .\ \ S, � \\\ �``—`'�' rl / J — I � -- — STRUCTURAL BNGINEER � �/ / � `��<p� � � � ` T ' � , --PARKING STALL � �.� — - � � � �� . '. - �' ABS CONSULT NTS O1NC „ � � � � \� I � _ �----� � MEP ENGINEERS '\ �� � � \ ��G�� '�'� \\� "' _ _ , , _ � I �_ _ __----- -' '�'�— __ _ _ � _ _ DENVER, COLORADO �`� // / ���` \� � `'` \'\\� P 3 0� r �— �---�� —` ' r-J_rJ. ` — LANDSCAPE ARCHITECT ` � 7 J / // � \�S� \ � ,_._-- — — � � � NENK ASSOCIATES � � � � ; ��_ � �� ; _ ,---- - .� PARKINC �TALL � � DENVER, cowRwo � PARKING STA�- �� � � �� / �, °�.%�� �y _ �, � GARAGE PARKING � �- � a� \ / � �/ � �•� \�� �..\��� � ,� � � P300 I / � '' SV I�COLURADO i ' / _ `�����'� , � � ,� �. � / ; � � � � EF F-I 5 ���� � 61 � / �� �l \ �PARKI�dG STALL � / �— CIVIL ENGINEEft de SURVEYOR � / � � ` � \ i � � i PEAK LAND CONSULTANTS, INC. � \ i� 80 : /� M��✓` -..._ .� ` - — VAIL, COLORADO ' � �i� P�KING STALL '� /% � - - - 54� � ` - - , •�;, � / '/ / ` _ _' ` - � ��, �`����. S � PARKING STALL .-- ' \��� / / , - /� /� �\ �` �� �\\\ / � ..,� �� � � � / � \ \� i � / / �,,�1 \ \ `�\ ��� / i� /' / �'�/�\ � �� ' , � -` � PROJECT N0: 2001-134-01 � / �� ' / 81 ,�`/ ` �� 8 �\��., � � ISSUE ISSUE ISSUE � �'�.�-� �/� P���ir�� ST�C � / �� � � '�� \ I - - - ,..... N0. DATE DESCRIPTION / � / i � �1� �` i � 53' ' '- --- _ 08.25.03 DD PRICING \ /� �/ ,/ // /�I�� \� \�. � PARKING STAL� � � / .�� / 82 �' � `� � � � � � - 09.15.03 FlWII. DD • � � � I -- � F 10.10.03 CD PROGRESS 1 ,� � � PAI�'I:ING ST�LC / / �� � _ \ � /,i / / / / �'� �� � .� _ .._-._- _ � _� _ / �\ ;� / �� � /��'�� � �� ��' _`_�-_---_------ - 10.31.03 ISSUE FOR GI�P ' \\/ / i / �3 , / , - --_"'----- - � � 12.30.03 IN PROGRf�S � `�� � / PA�"KING ST/�L� � � �� � ,� — — — ` % � � / � , � � 52 -` `- = 01 1.06.04 ISSUE FOR CONSTR. \� I / � / \� PARKING STALL � ' \`. / � . I ,- �/' � ,-' � / � , � � I �, �- � � � i 44 � • � � �' /,� �K �G STALL � /�� � � � � � � y ; ,, � , � �.� , � � / � ;� , ��� / / i� � � ii� � �. ' -- - " - - - \ ��. 51 � / / / / 4 2 ��� \ \, ,�- i �\ �\, I PARKING STALL� ,- . � �/ � PAF�'KIIVG 5T�t� / / / � / � / � �.���S � � �- � , '� i �. ��,���,, � �. �. � / / , / / / . \� � �� �'" .___-------- � \� �` � �� / / 4� / ���� ��_\ \`�\/,%V ��_ _.�.--- � / / f� PA f�"K I N G STljL C� � . �� � i �-- -- _ _ _ \ �/ / � / /,// �\\ � �5 g � 5 0� .� - - , � 6 �, i �' //.� /� '�.,�"��-r I , � PARKING STAI_L � �� � \� � i � // / 4 4 �� � �'� � � i "'" � � � � �, ,�i � PAFg'I�CING STljLt / / �� I — -� '� - _ ----- . / � ` � �' —� _ /� - , � �- Q ���, , , ,-� �,. ,. � _ - _ .r _ _ m Y� / � / �5 � // ��., '�. _-- - _ —._._- - � . / � PA�l:ING ST9LC� % / �,, --"� _---- - '`-� � , N � ��,� / � / ``J � � - —'� ` \ 1 � � ,�. / , ' � / ;, ' 1 I , / � � � � � � I � � 1 � 1 / � / , � / �6 �� \ � \ � \ � // � � 1 `��\ /// ' PA�'I;ING STALL� ��� I \ i \ \ D / � �,� /� � � ' � � � 49 � � // � GORB CBEBY 81Y1� Q �� � / i,/ \ 47 � \ 48 � P�RKIIJG Sl`ALL � i � � } N � � � P KING ST/�LL I � / � �� � � A / / I F�RKIfJG .�A�L � \ I v►��' � � � , � � � , � , , / � ,� � Q�' � , - � � ��., �� � �� � 1 � � � K 4� � 4 p C� Q ���� I � \ � � � I _ --- _. �- ❑ �- � :/ � � � � I � � �, _---_ _ __---I � q D �'�� \ 1` � 1 r.�(__------ � _____ _ ---- " � `�c� v / �� \ ! I � Q I ._.--- ' � d�1 � ._._ N , �.� \�__.__,�_.._.-�}----� � / �-\ I I -` '� , '1� g Vail Park & Gara e 1 g A 'c.7 ��. ' � 6 ---- m � at Lots P-3 & J 0 = 1 � 14 � - � w � � LOTS P-3 & J o � MECHANICAL �- LEVEL 2 GARAGE � � ° N _ � , � , ..� - g.t��. l� 10 � ������ � MECHANICAL LEVEL 2 GAR.AGE PLAN 1 SCALE:1/8"�1'-0" J SCALE 1/8" — i'-0" � � e 1111 1 d ' 1 a� ' -� �, `�i i i�\e�°� �..�� s� ° � �''%.� -, _ ,q ' / / � '° �`r�C • ��"s �� ' � � 0 � r � ' ` ' , � � � � ^ / . � � -- ` ` � � 1\��I `�O 1 �� ��„ _ o� ' ,e o _ � / I i �s _h�, � 0 ���. _� " -�'� I .� s.,�.y „ —��� � / � �•• •a• ���a��M � — / ' / OI OPENING IN WALL FOR THE MAIN GARAGE EXHAUST INTAKE. THE OPENING TO ��a�1.��'�`0�� /4!/!!1 P I!i I I I U 11►��� ' / � / � l BE II'-4" WIDE BY q'-D" HIGH. OPFNING TO BE GOYERED WITH I/4" METAL BIRD � , , ' I -- ` � , J SGREEN BY THE MG. PROVIDE ALL NFGESSARY SGREEN SUPPORTS. � � ' / � / � / , O2 GHEMIGAL POT FEEDER FOR THE BOILER 5Y5TEM. 5EE DETAIL b ON M04L , AI� 0 � 2004 \� , / / � , � ' ( � .� / O3 TRANSFER AIR FAN. SUSPFND FAN FROM THE STRUGTURE WITH RUBBER IN C , � / , / SHEAR VIBRATION 150LATION HAN6ER5. 5EE SGHEDULE ON MOOi. . — � � t `.1 `� - �`_ / , IS UH-F-S ' O4 SEALED GOMBUSTION BOILER FOR THE HEATING WATER AND SNOWMELT 5Y5TEM. � �._ _ � / / � � SEE DETAIL 8 ON M041. SEE SGHEDULE ON MOOI. ��_ / 1 \ � ' ' � I � r 5 �LOOR MOUNTED PUMP FOR THE HEATING WATER AND SNOWMELT 5Y5TEM ' � �, , � ! , , T O 5EE SGHEDULE ON MDOI. 5EE DETAIL l ON M041. �- -, ' ' � � ! �- - - � _ �- _ _ _ � � — �� ` � ' ! lI ' _� - -" — 104 � O6 �LOOR MOUNTED EXPAN510N TANK 5EE DFTAIL q ON M041. T� � � / � � , — � - `� ` / � ' � \ ' PARKING STALL 5EE SGHEDULE ON MDOI. � _� - r I-I/4 � I � -`.` ` , � , O GLYGOL TANK SYSTEM FOR 5095 GLYGOL FOR HEATING WATER AND SNOWMELT ' r / / I � ,� 5Y5TEM. TANK 5Y5TEM TO HAVE PUMP WITH GORD FOR PLUG IN TO WALL � � � � ` �- � ,' � � OUTLET. SEE DETAIL 10 ON M041. � �_ ' � � / � __ � � + / I � -_` � � _ OS HEATING WATER PIPING TO THE GABINET NEATER LOGATED ON TH15 1 J �I - – — – – – – – 1 ( - � � — _ ,.._-- _ _ _ LEVEL. � Pq � ' � � ,03 - � '� , � �� � � , ����, ' , � PARKING STAL� = ' O HYDRONIG GABINET HEATER. 5EF SGHEDULE ON MOOI. 5E� DETAIL II ON M041. ���`��,�,� ' � � � , � i � / � r``�r ��`r� ��>� t ' \ , ' .� ' 105 ��- L / , � -- �PP.RKING STALL � � 10 AIR SEPARATOR. SEE DETAIL q ON M041. 5EE SGHEDULE ON MOOL � �' - ' - - _ „ _��,�� � 3 � rh;?'F�i'"�f�fr" ti rA�� �4 E � 1 ' _ � � � � _,-, c� r � ---_ _ ` ` — _ , �, ~- � � f� /� , ��E ROGM�L ' �r � _ _- -� — — , _ I II 12"� IN51DE DIAMETER BDILER FLUE TO BE AL2q4G STAINLE55 STEEL IuNER e��„��,`,'_��_ ;��`y� �,;;�� �-- - _____ �� � - - — ._ SKIN AND STAINLE55 STEEL OUTER SKIN. FLUE TO SERVE GATEGORY 4 ,t a; `" t4��`�� ' �' - _ ]� \ i �- 05 �% �' � 102 -- ;S'°iF r`. , lY t=~t}µ� "�, ";«„���° �`,�: '�� '`;�� —� L ' � � 3 ° � � � �-' I � � � PAR K I N G STAL� � ' ' SYSTEM.GOMBUSTION NATURAL GAS BOILER. THIS IS FOR THE P3 AND J , ,y�e�� ��;��- -��=K"� �l,if K���� �- P� � � �06 / , � � �,� =�� `� ) �' ARKIfVG ST/�LL � � � '� B ��'� `r'-`' `��`� �� 5 � ' ' � _ � , o / ��r , / 1 � � � � �- - ---- J ' 12 14 � IN51DE DIAMETER GALYANIZED GOMBUSTION AIR DUGT. DUGT TO �`� ��;;�� ,...a r - - - _ I I � � ' .----- - GONNEGT TO BOILER GOMBUSTION AIR INLET. THIS IS FOR THE P3 AND J � .� pg , 12 23 � � � � � � ____— " �- ^ 5Y5TEM. �j E"' i � � � � L! =-- - -- � - - _ _ I � � � , - ' _ - _ � ` , � � -� �, _ / _� ___. _ -- �n� — — — � 13 5EE DETAIL 5 ON M041 FOR BOILER 5Y5TEM PIPING SGHEMATIG. �� � � � L � - � ' PARKING STALL� � � � � � � ,� I 14 PIPING TO THE UNIT HEATER UH-F-5 ON THIS LEVEL. �,,.� ' �� _ AR ING�TALL /i ��\ � � O � ' � � - - - - I � � � ' � IN IN EI ING OF SHAFT WHIGH 15 70 LINE UP WITH THE INTAKE OF THE � � � � / �� I r I � 15 OPEN G G L � � PC II � � \ � � � ' FLOOR MOUNTED EXHAUST �AN ON THE LEVEL ABOYE. PROVIDE SGREEN MESH � �'�, I ?� E 0 Y �m� �� ' -' - - - GOVERING OVER THF HOLE. 51ZE OF OPENING APPROXIMATELY 5q" x 5q" � �_ � , LEVti P40� LOPE pN , 0 100 - -' = GOORDINATE THE OPENING 51ZE AND LOGATION WITH THE STRUGTURAL � 3 � � -�, 22 ��-> z ` PAP.K�NG STALL� � GONTRAGTOR AND GG. � _ �'. _-- --- \ ' � �,, / �b _--�"._ � � � �-- — � ,� � �� � ��� > / J�-� _ ` � �� � P� _ � � � �y � � �- � Ib MG TO PROVIDE AND INSTALL 4 DUGT LINER ON THE WAL�.S OF THE SHAFT ��Ji ----_ _ � �-___ � 108 , 1 I � O �OR SOUND ATTENUATIDN. ��`' - � �� � / � �PARKING STALL � � } _ ' 1 _ � ''� - � ' _ _ STAI 1 p — � x — — — — _ �'�_ �_ _ ��/ £RUN F 3 q 02 _ �I — _ _ � _ _ _ � ' � gg -- � � Il REFER TO DETAIL 2 ON THIS SHEET FOR ENLARGED MEGHANIGAL \\� ----_ -- � � / ( � , � � � �-1 PARKING STALL , � ROOM PLAN. ` �, j � / � � � i � � .�\\ �\ \ r / EUH-F-2 Iq � \\ T T � � � ' I � �- � _ __` _ i- - � IS ITYDRONIG UNIT HEATER WITH INTEGRAL THERM05TAT. 5U5PEND FROM � � ' \ (P � ��9 � STRUGTURE WITH BOTTOM D� UNIT AT l-D A.F.F. 5EE DETAIL � � � � \ C 18XI8 � }'� T � , ` � _ _._..--- - V \ / �� , \ , �PARKING STALL � � _ �_ _ ------ � 12 ON M041. OwNER/DE ELOPER �. �' �, \ �' -_ � " - - _ _- - -- - - _ VAIL RESORTS � �� � '- --- � �� � � � ROOM � — - --- " � — — — — _ _ _ Iq ELEGTRIG UNIT HEATER SUSPENDED �ROM THE STRUGTURE. ,\ � � �8 x�8 B �' — � , ° P4 3 '' _ _ — - J J �` � PARKI G STALL � � o� 5EE SGHEDULE ON M001 DEVELOPMENT , I ;1 �- � - - , - , -- ' m COMPANY / �\ TF-F-2 3 ELEV MACH � � � � � � I � .� ' � � 20 3P TO FLOOR AT� END SNOYJMELT SUPPLY AND RETURN PIPING FOR P3 AND J � U II AVON, COLORADO �\ , RGOM xl8 \�\ � �1 10 �� � '' r i � / P404 �� � .� 'PARKINC ST�LL I � ✓ B �� - - _ _ _ _ z � 21 3 SNOWMELT SUPPLY AND RETURN PIPING �OR GHRISTIANA UP TO �LOOR \ � _ _ , , / ISXIB � — — -- _ ._ _ , 97 — — -._ �' ABOYE. ARCHITECT � �\ - PARKING � PARKII�G STALL --� � -�o /� �\ ,� �� \��,, GARAGE � � ' � I 22 12"� IN51DE DIAMETER BOILER �LUE TO BE AL294G STAINLE55 STEEL INNER 42�40 _ , � ' � � `�, � P400 I � � � -� SKIN AND STAINLE55 STEEL OUTER SKIN. FLUE TO SERYE GATEGORY 4 ARCHITECTURE � \ / �,, � \���� � � � ° I SEALED GOMBUSTION NATURAL GA5 BOILER. THIS IS FOR THE GHRISTIANA _ 2 � ,' � �,\ \� \ I _ _ _ _ _ _ r 5Y5TEM. Denver, Cc�lorado �� ` � � � —' — _._, p ��\\ STRUCTI)RAL BNG1NEER \� �� \. �� � ' P�,P.�ir G STALL .- � � I 23 12"� INSIDE DIAMETER GALYANIZED GOMBUSTION AIR DUGT. DUGT TD I 6 1 18 UH-F-6 MONROE & NENELL ENGINEERS. INC \ �� 1 �, (h -- �'1 GONNEGT TO BOILER GOMBUSTION AIR INLET. THIS IS FOR THE GHRISTIANA / nvorr, co�.oRnno � �t� � / F SYSTEM. ItEP ENGINEERS � � \ �. 1 � � � / I �_ .— -----" � I / I—I��F�� A DENVERV OLORADO C / \\`•/ ` \ 'i � ! �_____ — --�"` � 3/4�� 14 LANDSCAPE ARCHITECT i � ._.---- "' I 1►ENK ASSOCIATES � � � / \ .--- I / DENVER. COLORADO ., � & � � SHERRY DORIIARD � — — � '� — ` — — � ' — —_ _ y — -- — — — —— --— / 2 T � VA14 COLORADO I � � 95` �Z � j� �(1\�� FAR K I N G ST�L�� � � I / CIVIL ENGINEER & SURVEYOR / � � � I �- q P E A K L A N D C O N S U L T A N T 3, I N C. � � , \ � � � � `f_ , � 3�� VAIL, COLORADO / \` \ I / � �` - - /� � � � �� I � / \- � �� ; � � I I/4" ' / %�/'�\ i ` " - - --- _ � -_ / / 85 �' / \��'` � �`�` � � ` / - - PROJECT N0: 2001-134-07 � � PA KING STq�C / . � PAP,KING STALL� --_.` 5 P-F-2 � �� � I � � , ISSUE ISSUE ISSUE � / i ;; i , '�, � , I / � _ / \ / /� \ � / � N0. DATE DESCRIPTION i / / i � I _ \ � � �6 , � � .� � P-F-I 5 08.25.03 DD PRICING � � �� i �Af�KING ST�L� � � �, � -- ` ,� _ I \� � 2 - / \� � � � c ` � / / ,. , — _ _ ' 09.15.03 FlNN. DD � � � �' � � '�,a,, 9 31 -- .� � - 10.10.03 CD PROGRESS 1 �j � / / � � �� \, I PARKING STALL� � � � . / � - � , I � 10.31.03 ISSUE FOR G�IP � ; ' / 87 = / \\, ' � � I \ �-' � PA�'K I N G ST/�_�' I � \ � � � ' - - --' - H - 12.30.03 IN FROGRF�S ��- �/ � � � �� I . �'-=-- _-- - —'- ~ ' � ET-F-I 6 � ET-F-2 01 1.06.04 ISSUE FOR CONSTR. � � � i� � �i �� \ � ' ny 5% MAX - ------ _ I -- 6 � / // / 88 . � SLOPE UP _-----�_---- - `—' � I . /� PAF�KING ST�L� / \ �� , _--- - _'- l � _ �� I v � � -- � � ! �- � � ' l � 1 , � I �) � �� / � �� � ii ' / �� / 89 , / � \ � � \ ' \� � \�PARKIfJG STA �L � 10 A5-F-2 \� � �/- �PAF�'KING STP�r , / I \ i � � ' \ � � � / �1 1 - � , , , , , g, � , , , 2 � _ c. / � � F�r-1RKING STA L \ � I � � // i / // P� RKING SITAIIL � I � 1 � � AS-F-I ID � �_ � / " / 4 B-F-2 \� i I � � � � I 3" � � 3 �.��!; // � � ! � �_ � � � � � ` � �-. ,�, ; � J , \� ,� �\ �l �\ �� ��. �\ �� � �{ , 3' �-� I ,. I _ _- - - -� �3 � S ,/ � ► � P � ! ` I � / _ J_ � `, - -----` �1R� � m , � \\ \� � \ I �--- � / 7 O � '�. � �`-�� ' � / I" E- ,/ � � � -� B-F-I 4 TI Q \ti._---- .` _ I �.� / � ` � ''�w / � ._ � `-�-.� � � _/ o , � � 18 � , �/ / � � , � � \ � �' ' `� --- �`---_ ^ 3 � � _ ` " '�--_ � / -� � / � � � � 4 __ _ `. 3p gORE CBEBL D81Y1� � � � — _ ,d -�. � � Q��� �' N ��'�� —� �,'�� Q�' � __ � ,,,�`'-",, I I �„ ��`'�`�.� "�`�� ° �! D Cr> Q '�""�` �- , t MECHANICAL LEVEL 3 GARAGE PI�AN � 20_ 21 � °�°°� �,� M��.�. �jj � SCALE:1l8"=1'-0" '� '� � � � �� � LEU TOR �- LE. LO B`r � ti� � _� �z [_ P4G1 � � '`-_.`` `� 23 Vail Park & Garage ����_ at Lots P 3 & J Q �~� . o �`'�-,_��.� = 7 T~�-- _. . � T� - -- � N LOTS P-3 & J � , w: � � � �w.._ o '����� GARAGE LEVEL 31VIEC�[ANICAL ROOM PLAN MECHANI A � - Z S�A�E:�,4•.,�-� LEVEL 3 GARAGE � ; - o -o - � � - �- M 104 W SCALE 1/8" - 1'-0" J LL \� ,���� 20�4 - �F oa�oaaaa�o o ,,, -- � �F� �� ,�or<>, - =s� � �o o '�o � ;-��� �o, [�. �, no c�,�=�,. CC�S i��C U��TO� SG�#�I�U�� � I XTUfi�� L I ST i��UM�3 I 1�C L�C�1�I� I� � �° \ � ���n �� = � �« A PLAN GODE: MAKE: MODEL: LOAD (BTU/H � S.LJ INLET PRESSURE: OUTLET PRESSURE: PLAN GODE: 5E-I PLP.N GODE: AD-1 ��� �T ALL ITFMS L15TED MAY APPEAR ON DRAWINGS �� � '� `�q & ° =��: �,�� ` ��: SUMP PUMP (DUPLE� AREA DRAIN 51T''� ''�V °��1ON �' n u ', f�;,, �� ' ��' ���Q� .'�, RG-I P.MERIGAN 2 BODY 2,000,000 2 PSI �7 W.G. MAKE: WEIL MAKE: JOSAM �o,A' .-y,�;�� �e MODEL: #2521 MODEL: #32100-2 - GW POTABLE GOLD WATER 0 °°' ��ass�aviaA00aeea''� , `,�,'� RG-2 AMERIGAN 2" BODY 1,500,000 2 P51 �" W,G. ELEGTRIGAL: 480 V, 3 PH -- HW POTi4BLE HOT WATER I10° F H.P.(EAGH): 5 R.P.M.: 1�50 PLAN GODE: TD-I --- HWG POTABLE HOT WP.TER REGIRG. I10° F G.P.M.(EAGH): 40 DRP�IN (lN BOTTOM OF TRENGH) 55 SANITARY SEWER (ABOVE FLOOR/GRADE) ,� ,� „ T.D.H. (FT.) 45 MP�KE: JOSAM 12 X12 X4 THIGK GONTROL P?.NEL: #8101 MODEL: #21000-3-22 SS SANITARY SEWER (BELOW FLODR/GRADE) - GONGRETE PAD REFER TO DET,41L5 FOR BASIN 51ZE, NOTE: TRENGH PROVIDED BY OTHERS. FIN. FLOOR M�NHOLE FLOOR DEPTH AND LOG�4TION REQUIREMENTS GOORDIN/�TE DRAIN PLAGEMENT AND ----------- V Sf�NITARY (PLBG.) YENT - APPROX. 8156.0' 24" DIA. RING/GOYER GLEANOUT PAGKAGE OPTIONS: EXAGT INSTALLATION REQUIREMENTS p_ D GONDENSaTE DRAIN Vf�.RIABLE LEVEL GONTROL SWITGHES WITH TRENGH DETAILS BY OTHERS. NOTE: HIGH WATER AL�RM GAS NATURAL GAS � �LTERN/�TOR AUTODIALER FOR LEAD PUMP FAILURE PL�4N GODE: FS-I F F FItzE PROTEGTION SERVIGE � MORTi4R � I. SEGONDARY GOMPARTMENT TO Hf�VE VOLUME EG2UAL TO I/3 OF TOTAL GAPAGITY. �4PPROX. FLOOR 51NK � 26" �PREGAST MP.KE: J05AM -ST 5T STORM SEWER (ABOVE FLOOR/GRADE) 2. /�LL GONGRETE TO BE 4000 P51 MIN. STRENGTH TYPE II. YdP.LLS AND BOTTOM PLAN GODE: 5P-I � t TO BE REINFORGED WITH 2X16, 6/10 REMESH OR HEAVIER. GOVERS TO BE GONGRETE MODEL: #4q000 sr- 5T STORM SEWER (BELOW FLOOR/GRADE) THROAT DEYJATERING SUMP PUMP � REINFORGED LONGITUDINALLY WITH NO.6 REBJ�R ON b" GENTERS, N0.4 REBAR �.SPHALTIG �� -� (DUPLEX J�LTERN�.TINC� SYSTEM) RD ROO� DRAIN (ABO�/E FLOOR/GRADE) MIN. 24 Dlf�.. RINGS � � ON GENTERS WIDTHW.4Y5, AND NO.B REBAR DIAC�ONALLY AROUND AGGE55 HOLES. BF�SE REINF. GONG. RIN MAKE: PAGO PLP.N GODE: SG-I EN�MEL 3�� �G WHERE REQUIRED '% MODEL: #QDSG 6012-21 Ro-- RD ROOF DRAIN (BELOW FLOOR/GRADE) PAINT � � ELEGTRIGAL: 460 V, 3 PH SILLGOGK � VENT TO 3" VENT IN TOP 5L/�B PRIMER M/�KE: WOODFORD --oo-- OD OVER�LOW DRAIN (ABOVE FLOOR/GRADE) LJ/ RAMNEGK BLDG. �� H.P.(EAGH): 30 MODEL: #h� BREAK H.P.(EAGH): 26 ov- OD OVERFLOW DRAIN (BELOW FLOOR/GRADE) � � �1���H SEALANT � i i 3" PVG -� SOG SAND, OIL AND GAS WASTENENT ��r, =�>�,. � � � VENT ( STARTINC� AMPS• 20� TO BLDG RUNNING AMPS: 3q PL/�N GODE: HB-I � �,,��;-,t����- 5„ R.P.M.: 1�50 HOSEBIBB (LOOSE TEE KEY) , GAP PIPE GAP ;*'��;��=r={-��",e`�� �;�C'J - IMPELLER DIA : q 3q" MAKE: WOODFORD -, G.P.M.(EAGH): 1500 EAGH # � 5 �c5� ���£�j�'T .*_�� MODEL• 24G FD FLOOR DRp.IN ` �� ' , �;a�F�x;�;�. 50" T.D.H. �FT.) 45 �y _,;=���� � �:<<w �, REMOVE H�NDLE AND PROV I DE �� � ��h�y � -:�����., ' D15GHARGE: 6 DIA. � F5 FLOOR 51NK � �����`��"�`"'�"' � � �� �.,`�'��" ,��:>>�,��:;�Y.,���� PIPE O D. WP.TER LEVEL LDOSE TEE KEY TO OY�1NER j ���w P t� � GONTROL FM FORGED MAIN �" ��. �; -�4^ ��'E"'� �,,= +2�� � � � �� 58" 60" MIN. ��.; ;� ,��,,,;,::�.�*, i � i PANEL: MAKE: SJE RHOMBUS �41 , O � �� � �� DUPLEX, ALTERNATING SYSTEM ��,��.� � � _ �_ + _� _ _ � � 48" �_ 2�� � ENGL05URE: NEMA I, METAL GONSTRUGTION "� � � � � � �� IE: 8152.8� _ _ - _ _ ALARM: HORN AND FLASHER AND AUTD- � � \ � \ � � DI/�LER UPON LE/-�D START PUMP FAILURE � � � �� �� i� �h" .��� P..�c �4ND/DR HICH WA.TER ALARM J�GTI�/ATION. , _ 4" PVG -°� 5�� 14�� IE: 8152.69' R�UGED �/OLTAGE� STARTER (Ei4GHPPUMIP) V�I�1���1,._ I �IOT�� � INLET 4" PVG 12�� 4" -� 5" � � OUTLET 6„ GOORDINATE AUTOMATIG TRANSFER SWITGH TO EM BAGKUP UPON L055 OF UTILITY POW�R �� �� b. WITH ELEGTRIGAL GONTRAGTOR. I. REFER TD ARGHITEGTURAL DRAWINGS FOR �DDITION�4L FIXTURES, � � - HIC�H WATER ALARM TO BRING EAGH PUMP DRf�INS, ETG. GONTR/�GTOR SHALL INGLUDE PIPING �OR ALL ON LINE DURING GONTROLLER FAILURE. 5Y5TEM5 WHETHER SHOWN ON PLUMBING DRAWINGS OR NOT. � PROVIDE 8 HR BATTERY FOR GONTROLLER � 4�� OPERATION ON LOSS OF UTILITY POWER (NOT 2, GONTRAGTOR SHALL PROVIDE �OR GOMPLETE SYSTEM INGLUDING ON EM GEN). ALL OFF5ET5. PIPINC� FROM FIXTURES/DRAINS TO POINT OF 44" 24" REFER TO DETAIL 2, THIS SHEET D15GHARGE. 5" SAND & OIL INTERCEPTOR DETAIL 48"W X 48"L /�GGE55 PP�NEL. 3. PIPING WILL NOT BE ALLOWED IN ELEVATOR MAGHINE ROOMS, 82�� 1 PROVIDE HINC�ED P/�NEL WITH H20 ELEGTRIGAL ROOMS AND EXIT PASSAGEWAYS. SCALE NONE (320GALLON-TYPEAINTERCEPTOR) RATED LOP�DING, NEENAH OR EQU/�L. GATE VALVE 6" PUMP DISGHARGE 4. GONTRAGTOR SHALL REFER TO ARGHITEGTURAL DRAWINGS FOR GOMBINE LINES IN PIT. ALL UL LISTED A55EMBLIES REQUIRED AT RATED WALL OWNER/DEVELOPER GHEGK �/ALYE M/�NHOLE FINISH FLOOR ELEV. PENETRATIONS. VAIL RESORTS ,`APPROX.: 8155.5' - 5. PROYIDE INSULATION AND HEAT TRAGE (5 WATTS/L.�a ON ALL DEVELOPMENT PIPING SUBJ�GT TO FREEZING. ALL PIPING IN G/�RAGE IS SUBJEGT COMPANY TO FREEZING EXGEPT FOR �IRE ENTRY ROOM AND BOILER ROOM. 4'-O"L x 4'-O"W C --7 GDORDINATE TEMPERED AREAS WITH MEGHANIGAL DRAWINGS. AVON, COLORADO 3" P1/G VENT PREGAST GONG. P.PPROX. TO BLDG. SEGTIONS �5 �� 6'-O" REQUIRED. C= _ 3 PUMP DISGHARGE � � GOMBINE LINES IN PIT. 8" ARCHITECT G�TE V/�LVE INLET INVERT „ � _ � �- GENERATOR S�QUENGINC� NOTES: (RE: ELEGTRIGP�L) 42�4� ' ' G H E G K Y A L V E F I N 1 5 H F L O O R ELEV.: 814q.5' 3 V E N T MERGURY FLO/�T P O W E R G O N T R O L A R C H I T E C T U R E ELEV. APPROX.: GABLES TO GONTROL I. DURING A PERIOD OF UTILITY POWER FAILURE, THE GENERATOR WILL ONLY MANHOLE � -- �MANHOLE SWITGH, TYP. Denver, Colorado 8156.0' C _ � P�NEL. INSTALL IN GOME ON WHEN THE PUMP(S) ARE AGTIVATED. 4" DIP.. GONDUIT. QU?�NTITY w �- -- ------ - -_ - P.S REQ'D. 2. T H E D E-W A T E R I N G P U M P G O N T R O L P A N E L I S P R O V I D E D B Y P L U M B I N G SfRUCTURAL ENGINEER M O N R O E i c N E N E L L E N G I N E E R S, I N C 12" STORM FROM GONTRAGTOR, AND SHALL HAVE 8 HOUR BATTERY BAGK-UP. evox, cot.oxeno UNDERDR/�IN SYSTEM - _ � NEMA b J-BOX. MEP ENGINEERS - POWER GONTROL BY OTHERS. MIN z4" DIA STEP (TYPIGAL) QUANTITY A5 REQ'D. 3. ELEGTRIGAL GONTRAGTOR SHALL GOORDINATE REQUIREMENTS WITH ABS CONSULTANTS. �Nc G/�BLES TO GONTROL REINF. GONG. RING -_ -- - PLUMBINC� GONTRAGTOR AND EQUIPMENT PROVIDER. nENVEx, c�i.ox�wo r PANEL. INSTALL IN 4" DIA. A5 REQUIRED. c-_ _ -� LANDSCAPE ARCHITECf GONDUIT. NEMP. 6 GAULK AND SEAL ALL �� �`LL 4. UNLE55 OTHERWISE NOTED, THE E G. SHALL PROVIDE ALL EQUIPMENT 1tENK ASSOCIATES 3"VENT J-BOX 4" PIPE PENETRATIONS 6 PUMP DISGHARGE BRf�GKET DENVER, co�.o�n� GAULK AND SEAL ALL - �SPHALTIG BASE NEG�55ARY FOR A GOMPLETE AND FUNGTIONAL STAND-BY POWER SHERRY DORIIARD -� GENERATION SYSTEM FOR THE DE-WATERING PUMPS PIPE PENETRATIONS - ENP.MEL PAINT c- - -� HIGH 1�TER VAIL, COLORADO ��WALL PRIMER W/ RAMNEGK ALARM =- BRAGKET � �� � �� � �� � �� � �� � �� 5Ei4LANT (TYPIGP�L) , 5• GENERATOR IGNITION GONTROL WIRE SHALL BE INTERGEPTED BY A RELAY C1V1L ENGINEER de SUR�EYOR 4" SAN FROM SOC� 2 -O W x 2-O D x4 -O L 6 -O WX20-O LXb -O HC�T. GUIDE RAIL REMOYAL L_ _ _� 6�� ELEV.: 8151.75 IN THE DE-WATERING PUMP GONTROL PANEL. PEAK LAND CONSULTANTS, 1NC. VAIL, COLORADO DRAINS GONGRETE 1/AULT SUMP BA51N. PROYIDE SYSTEM (TYPIGAL EAGH PUMP) PUMP NO. 2 PREG�45T GONG. SEGTIONS �� �� 6. ATS POWER FAILURE STATUS SENSOR WIRE SHALL BE RUN FROM ATS TO INLET INVERT AS REQUIRED. ON ELEV.: 8152.4� C _ � 6�� ELE�/.: 8150.75' DE-YJATERING PUMP GONTROL PANEL 50 THAT UPON UTILITY POYJER D U P L E X FAILURE AND PUMP AGTIVATIDN, 6ENERATOR REMOTE START GONTROL HIGH YJATER 3�� -.- 48" DIP.. SEGTIONAL PREGAST SUMP PUMP NO. I WIRE RELAY WILL GLOSE THE GIRGUIT TO 57ART THE GENERATOR. PROJECT N0: 2001-134-01 AL/�RM �'' GONGRETE RINGS A5 REQ'D. PUMP �� �� ISSUE ISSUE ISSUE MERGURY �- " � - _� �� �N �• GENERATOR WILL REMAIN ON UNTIL PUMP GYGLES OFF. AT THIS TIME THE N0. DATE DESCRIPTION ELEV.: 8152.IG' �� 3 PUMP �_--_ 6 I FLOAT DISGHARGE � _ 33 �ALTERNATOI� GENERATOR WILL GD INTO A 5 MIHUTE RUNNING GOOL DOWN MODE. _ �PUM�P NO. 2-� SWITGH _ ELEV.: 8149.�5' 08.25.03 DD PRICIN6 ON 5P-I C _ 8. (,pOL DOWN MODE GAN BE INTERUPTED BY PUMP(5) AGTIVATIDN E.I. PUMP - 09.15.03 FlNAL DD ELEV.: 8151.69' �2�� (TWO REG2'D) -_= ON AGTIVATION OVERIDES GOOL DOWN MODE. PUMP NO. i DUPLEX ___--_ �Q PUMP - - 1 0.1 0.0 3 C D P R O G R E S S 1 "ON�� SEWA6E ___ C = _� II "OFF" q• DE-WATERING GONTROL PUMP GENERATOR REMOTE START GONTROL WIRE _ (ALTERNAT01� PUMP � � 6" ELE\/.: 8142.5' _ RELAY SHALL HAVE A HARD BY-PA55. 10.31.0 ELEV.: SISO.bq' = _� � 12.30.03 IN PROGRESS ____ � BOTTOM OF 01 1.06.0�' ISSUE FOR CONSiR. 6�� BASIN 18" SE-I -- ELEV.: 8142.0' "OFF"-� � ELEV.: 814q.�q� 6�� STORM DEWATERING DUPLEX SUMP PUMP PIPING DETAIL BOTTOM OF � _ _� � SCALE•NONE �fi�� ST�TI 01�1 SG�--��1�UL� B�51N ( _ � 6�� ELEV.: 8148.6G' I_ ___� - GODE GPM PRE55. IN PRE55. OUT SIZE GLA-VAL MO. # PRV-I 120 VERIFY 75 I" q0-23X101 SEWAGE E ECTOR DUPLEX PIPING DETAIL 3�4��GW SERVIGE TD � � SCALE NONE BLDG. u? - 1"GW SERVIGE TD � IRRIGATIDN GONNEGTION. d PRE55URE GAUGE 3/4 �� ��� O WITH SNUBBER � � GAUGE GOGK (TYPa 1-' _ PRE55URE REDUGING ° ° N V�4LVE WITH SURGE FIRE BAGKFLOW �y GONTROL EQUAL TO PREVENTER. REFER TO � ° ° - _ GLa-VAL #q4-OIXIOI SPEGIFIGATIONS. p 5ET PRE55URE 80 PSI. �x $x as�vi� � PRE55URE GAUGE PRO EGTI NE5Y5TEM. 60�$ � ��� � PRE55URE GAUGE GAUGE GOGK (TYPa DRY VALVE I" REDUGED PRE55URE BAGKFLOW ���t,�.� Q� � w W/ SNUBBER � ASSEMBLY " �� 36'E ABOVE F�I 1�5HED FLOOR W TH �� Q � p -� � s I I F U L L 5 1 Z E F U N N E L D R A I N T O B E � Q BAGKFLOW PRE55URE REDUGING FIRE/DOMESTIG F F (DRY) ° ° ROUTED TO FLOOR DRAIN �ND � q a� � P I P E 51 Z E MAY B E R E D U GE D P R E Y E N T E R V A L V E P R V-i WATER SUPPLY ' DISGHP.RCGED WITH /� 2" AIR GP.P. '� �Q w G A 5 S U P P L Y-�� TD UNIT GONNEGTION SIZE AT BFP-I 5ET AT 20 P5) ° ° � b V TH15 POINT �� PRESSURE RELIEF VALVE ' Q 11 PRE55URE RELIEF EQU�4L TO GLA-VAL #50-OI � � 3/4 GLA VA a 50-0� D BALL VALVE �" STRAINER 51ZE. 5IET AT 20 P51 ABOVE (TYPIGAL) � 3/4�� TO BOILER (P3a J) p NORMAL MAX. LINE PRESSURE. Vail Park & Garage p � � GLYGOL RESERVOIR - - - � at Lots P-3 & J I" I" p ROUTE INDIREGT 12�� „ O CA5 �IRED ° ° SuNK�WIT� � /�RR ��� MIN. � PLUG VALVE �QUIPMENT TO BOILER (GHRISTIAN� PRV-I � OR GA5 GOGk � � GLYGOL RESERVOIR GAP. � � �� I I FLDOR g � 24';, MIN. ,,� MAX. ��� LOTS P-3 & J Q „_� FLOOR 60 MAX. D-� FULL SIZE TO DRAIN _ _ �__ ____� ���- -- - - ---- i DR P LEG6 WITH I" AIR GAP. I" VALVED BY-PA55 � GROUND JOINT ,�_ _ _ .._.._�_._,__ LOGKED IN GLOSED PLUMBING � UNION POSITION BY WATER �" WATER METER INSTALLED PER LEGEND, NOTES m DEPARTMENT YdATER DEPARTMENT REGULATIONS. - , o GAS PIPE CONNECTION DETAIL BOILER 1VIAKE-UP ZXIATER ASSEIVIBLY DETAIL 4 FIRE DOMESTIC WATER ENTRY DETAIL AND GIONGRETE OR METP�L SUPPO T55 & DETAILS � � SCALE•NONE � SCALE•NONE SCALE�NONE � -� P001 � � � J 1� J�#�l� � 0�4� ��� ';"',` �C09�^r ,� t 5 `,�0a0�Q0�Q � d���?DCO�,, �O � ���' . 0�� c o� ' "`�d� o" 1 � (F � �'�a�d , l\ @ `' ���� � � _ � ��o u�� �, ��� � / � �� � ` � � } �� � 1 � � � � � / / •� \� � ��� �. � a� o�a � '— —__ ____ �,�'6� ������: � 1 _ '-- ___ {'/3 �i� �n A � "-- _ �"'�/i�� ���°'a�ao��� / / � ~ �' ���0 I L�'J O ����a�s�o��as� _ � ' � g -'----------------------------- _. _ _-� _ � I ,__ _------ --_______- _______� , � ,-- -_ _ I �� �� 9 -_ ' , ,- --- _ , OI 3/4 GW UP FROM BELOW TO 51LLGOGK MOUNTED 12 ABOVE FINISHED 6RADE. ,� --- � REFER TO SHEET PI02 FOR HEAT TRAGE REQUIREMENTS. GOORDINATE 51LLGOGK �.'� ��� � �''�--__ __ ' , HEIGHT WITH TOP OF STONE PIER. �' �r ' --- I - ,'�� � � -� �_ / -' - __ / O2 �IRE PROTEGTION STANDPIPE (DRY MANUAL). , -� _- - ' -- ,- ,'�, ;� %f ' ` 1 '� r �'%'i'J � � =;� , ` �, ? O3 3" SUMP 1/ENT UP FROM LEYEL BELOW. EXTEND 3" YENT UP TO 3" V.T.R. . � i � � i - \�- � � _ ,_,` .�. � � � � � . r '- ��--- -. `, i �� ,' ,' � �� - �-.� � `�''-'--"�� , 4O 3" 50G YENT UP FROM LEVEL BELOW. EXTEND 3" VENT UP TO 3" Y.T.R. ,� ' � � , � !`�� � � C �' ' ; i / - �_ -- -, l O5 FIRE PROTEGTION SPRINKLER RISER (DRY 5Y5TEM) WITH ZONE YA1..YE, FLOW AND � � ' \r - '� �'� I TAMPER SWITGH. � � i � � � ' -' ` r '- _ i � � _' - � _ � �'-� � � y / � � �`'�- ��� i' - '--_____ O6 R�MOTE FUEL FILL STATION AND SPILL GONTAINMENT EQUAL TO OPYJ #IDIBG-2155G � -��_ � �� � � , _�'� � I 1�----.`�' - - __ _____ LOGATED AT FINISHED GRADE. REFER TO YdRITTEN SPEGIFIGATION 15480. PROVIDE � �, i � ' i ��` , , '"------- ----------__ �j �- , --___________________ LOGKABLE G�AP. 1 �`� � ��I �! ' ���a / , � _�` r �� � � � !� i r;;�,- , r' �� � UO � ��='- O REMOTE FUEL FILL 01/ERFILL ALARM. REFER TO WRITTEN SPEGIFIGATIONS. �� � i � ' � ; ` '� � � � �=�-� GOORDINATE EXAGT LOGATION WITH ARGHITEGT AND OWNER AND THE i � I� �;i � � O I / �;-__ _ � GOLORADD DEPARTMENT OF LABOR - OIL INSPEGTION DIVIS►ON INSPEGTOR. ; ,` � J �O �-� � 1 �� ��=_�_ PROVIDE A NEMA 4X ENGL05URE FOR SHUT-OFF SWITGH. ,��, � ''� � i � � � -� � � � � � ' �,- � � '`� � ' � i 1 � ' � / � '`._ OS 4" DAY TANK VENT UP FROM BELOW. EXTEND 4" YENT UP TO 4" V.T.R. �`��` "'; .� ,w � ' � '�.` '` .x k.`-. lu`t`^'� °' � � ; O � �� � / �' ;� _— � PROVIDE SPARK ARRESTOR VENT GAP AS REQUIRED. _aa�.�;, � T`;� /�/� � � � / �_ � `_ `� .�- .f,4,' .a,4;+^�,kk�'F� �`�.E4=Y:�an,.� I� '� � ` , " � �',5 :wt*��„ _ �.J ' f I + __ I - ^— `-- �- `�`t C'��, �1�� "� � / ":? ���y<nR�, � __ ' �t '�'f � IJ�' � � D l �� � j �`i.�' t� , � 1 � ' � J' ..--- ' —' — — --' �?-"`z`Aj"r', A�.�;'�. ., A � � `�_ � � I .}=� •i'` f`r�.: -T .�,�,->�s � � � � r / �` � , � 8n -��_� _, �r: FN�:,:`y_ rt���4��� � � � � � �> I J -�� I r r -��.r���� i i ' � � '' v ! � / (INSBOTTOMP .��" R `'; O � ;"��:_;� E _ � -� �� _ i; ��^� D � ' , / OF TRENGH). � �' I� _ , �'� � � I � � E-+ , .1 �. _ � � � ; �- _ ____ _�� _ /� � � � , , , , l / �,p� � ' � L-� � -- - ��' - p2 � � , �' 1 � � �--� `�-_ _ / / P,3 � � ..--_ i i `r / / _ _ _ `` P 1 / � / B � i i �+/ _ l —� l ' - -- _ \ � � � � �J ' ..� _ P5 / __- � � � � j � / O � 1 � � � _ -'_-- - �� i � � P / '� .�_ 1- I /� � _�� - �- � , � �� g 8 _ __--- � � � D � 3 / _ ,�- t l i i � �j ' `+ 4 � � _ ______ _ -�----- ' I /�, � f -`q �� � i 1 � / � /' _'' _ `- / -�______ --�'- � � � j � � I � / / / � '�`,_ � '_ ---`' 1 �J �z � t I � � ' / VESTIBULE � � __ / � P101 `^� 1 i i � � �., I � � / � �� , I , o , , � \\ � ' C � � — ' —� i � � ELEVA70R I / I � I I �� (� � � i Il . l � � / I � i �` 1 I �y �� L / i �--- _ ' � ' P � ��� 'R -- — I ` OWNER DEVELOPER `_ _ � ' � / I o �=,� � I � � _ � Cl 2 ,�+ � , � � VAIL RESORTS �l '--__�--�` � l `� cj �-`���� I ' --.�_ _ / - - � ; �� , , � ---� � , � DEVELOPMENT � �� /� � � / i � �__ __ � � ' i _ � COMPANY , ,�`\ .� f�-�_ _ � � � ---- � P � _____.- - , � � f AVON, COLORADO . ' . � / \ � �_ - --- �� � � D �� � _ _-- - . i , / / / / � --- - --�` t �\ �r � � _ ` � � ` \ P `� � _ �_.-- _ __,__ _ --�"._. ' I ARCHITECT � � � . - _ > > _-- -� 42�40 ` i \ � '� � �� -�-�_ _ .�---_ " � � � �` � � __� � � � ;,' �, . ��\ 1 ~ _�_`°�`h. ° _��- � � -- _ -"" _ - - � ` �, ARC H ITECTU R E ' . . - , � I � � ��\ �� � � _ I � � \ Denver, Colorado � �,/ \ '� -.- / ! I r_ � \\ \�\ � � � 1 I ' ' z STRUCTURAL ENGINEER i rT1 1dONR0E de NE11ELL ENGINEERS 1NC ` � i � � �. \ I i 1 AVON. COLORADO � � �� � 1 / / � � MEP ENGINEERS / \� �� i \ \ � � � ABS CONSULTANTS. INC � �\.� \ � \ � I -1 DENVER, COLORADO � \�.\ � / \ ��\ � � � � � IANDSCAPE ARCHITECT - \\� � \ � \ WENK ASSOCIATES \ \ � DENVER, COLORADO � / � \�'`��� I �O / SHERRY DORNARD \\ ���\ � `` \ � � 'i 1 VAIL, COLORADO � �\�� �\ \ � \ � / � I I ` PEAK IAND CONSULTANTS. INC. � �.� , , � _ F / -.� , �,\ \ �� \ , _� _ ______ -� va��, coi.oxano \�., .� i � . ��, \ � � 1 - _---- ---'— ' �\ / \` \\ \ � - _ _—� ,\ \ ., \ \ \ ��, , ----� i �� � �` ��., \ \ � \\,��., � � PROJECT N0: 2�01-134-01 � � �� (^l� � \� i � ,\ �\ ,� � O � I � ISSUE ISSUE ISSUE � .� \ / �.�\ � I N0. DATE DESCRIPTION \� \���. ' 6 ���.� � � � - \\ \` / \ \\ \ I 1 I - 08.25.03 DD PRfGN6 \ \ .` / , 10.10.03 CD PROGRfSS 1 � � � � �. \:\ \ ' _ � � � �\ � \ � , I 10.31.03 ISSUE FOR G�RP \ \ ��.,` �, � � \ � � � - 12.30.03 IN PROGRfSS \ \ \ �� � � \, � �. � I , . •� \ � � 01 1.06.0� ISSUE FOR CONSTR. \ ,, \� ,� � � I � ,/ � � �� � �,� ;:�,. \ � �� � ' . ��. �• / \'. � I \ \ ..\ \ � � � � 6 \ \\\��� � \� \\ 1 � � � � � � �,�, �� �' \ ` \ ----/-- � _ _____ _ H ,,� �� � ��`� � , � �. - - - ----- . �. � ��� �� , �� � ,, _ __ - i \ \ \ �. . , � � \ _ �_ — --" ,� , �\ / . _ � . . . \ / ^\�� / \\ \ ``� \,�/� `\\� `\' \ '! M �— 1 ` / �/ ' ` � �( „_--- — —' i .� / 1 \\ j � \�`� ����� � �\ \\�`� \\ \ \ I / � — —` �— I �i���/ � \\ / \� �` �/-----�- i ���/ ,�-�\ �-�\�, �•��� -�- �\\ �•� ��� �'� `��� � FIRE L�PARTMENT ' �'�/� , \ GONNEGTION ,' ' \ \ \ , \.`\ .\ i � , � � ,, � I (SPRINKLEi� �� '� � � ,--� � , � \ , � , � 1 �9 � \ \ ��� \`� ��� �\ � � i �� ` N �, \\� \\1\, \ � ~\�,, �.,`, � �� / � \ /���i �1 / / � \~\ \ ~:�� \.\�• `\�\ \�� I � IRE D�PARTMENT 1 ,'��'� - Q / �� ��`� � �`� ���' �K ` GONNEGTION� ' ' � I 1 � ,, ,, m `��,. ~ �� �� \�� �� ,�,�� \� . � I (DRY STANDPIPE�. ���,' ' � �� • �� �\ � �, � ' -______._ -� . I � •. \\ ��\ �\� � � � i �� _ i ,� --.---- - i � �\ \ \ y��\\ �\ 1�\ � !_ _!__ _J �%_` ` `__, _ ---�-' ' dJ \ \~ ` I _-- - ---"`-------'"r;--'-- — � � \ �. \\ \� � '�, \ __- - ��--- r O � `.., �`� / ` . � � _i___---- __---- — Q \ \�\ ��� ��,`; �� \`•� _ _ !`�__' � — t � g Cg BY DItlYt "'�n/ W ` i \ `-- -' �l' � ` � \\ �\ \ \ � ` G0� � �' \ `� �\ \\� `�y! �, I ~' p � �� � � �\ � �,. \,� � � 1 J�- -�'"� �`" 1 C.1 /� N � �''� � J� \�� � � ` -' � v►��'� QG,� ? C , \ � 6 _.. � ._ _ _._. _ -- — � < �,� , ��. �,\ _" �� ° 4 p C? W � � �� �� � _�� . � 9 Q .,,, , ,� � � � 4 �� �` _ � a a � . � o � �,\ \, �;� �...,, � `�Q tij `•� \'�� � �`� `1'�_� � � ��7 Q •�,\ �� '�,\ `-.���_` �,� .�o---�y-- \ '`�\ �,�..,�--�—°—="'�_�= �, �' \�`�, �,, �� ��, �'�� `'�`''�._ � _.._.—�-���' ..-- Vail Park & Garage � \� \ \� `--__�-�.� ,`'~--=-____.---�_ �-______-----���____. at Lots P-3 & J Q �� \\ ���� �--� --.__.._.-=-�--�-_ —. �.--- . � �� \�\ `���.. � -- — I f` \ �------.__ ._..-_________�"_ � �` �' \�� ~����._ �`�,\ ��� ~`''��--,.., . � � � �` �-_ � � \\ � �`�1�' O 1 IJ —3 & J o ,� �,. —�.�` L P � �'� � ��� PLUMBING ° ` ''---__._ ______ ______--- / _m -______. ---� PARK LEVEL � ~ GARAGE � N _ � � a ����--Yf P 101 - � 1 PLUMBING PARK LEVEL GAR�GE PLAN y�����M .,�.�- � 3CALE:1/8"■1'-0" SCALE 1 8 — � —� � / » f » J LL / \ f - J AI� 0 � ,�a�;.� - '_ �� ���-� � ,`��`\„�` �+, W�yF <��"'1� �� _ _�� 'c <� � e����_ � � � - , .., o ., _i � I � 9 __ `J ! �,�„�^s E�v 3 � � � �� � m E.=��. � � ����o � ��� :; � °f� �� ,�' � o�����,���� i � � ���~�a� ' �: i au0aiii�a,e�°v00�� � `� ' , , ` _. , ,. - . �----_ � � �_ � , S �� � �� i �, � � r �� ` - � p7 �� � I �l \` I ' ` l I / � 1� `� � � 1 �� �� I . � _="!'_ ' —________— __ I � � _ � �" � __ �} I / ! `�_� _ ^�� :-�� � ���_ � �_ __ � �� `� ' ------l-- _ 1 �` � � —1, ' —' —� t _ ,�- ,, -____- , � -''/ =—'� ' , ___'---- - � � /�� , � - - _-- _ � �'�_ � i�/� � / _' - '- -- / � � i i�/ ' "� � i':�� �__- ����-� �_ ` --_ r / �/i 1 /��i�� ~��i`� ���=—� `��� � _ �� � � ,,, 1 , — ��//- ! ,r , ;-T_c -___y__ _,, - fG��1�lO�'�S - �., � ( I l 1 ���`7�,��— '�----�_� _"� �pe / / I �l � �� � l � ! T` — "--—"� "�-��— �h<6rr�::. / � � `i � � � I l I � �� — I 'a""t�e � 1``Jf=-�;i I �i +� OI b" GOMBINATION DOMESTIG WATER / FIRE SERVIGE. �.���',� �"��, � Ci � / ='-_�; u_ _-- , / .�`'�`n:�3;��`��'" ""�;;�. _ � 5 , \ ` = , �� `., =�"-=�-�.��;"��j;� ;;�C'J � i � -��� , � O2 FIRE PROTEGTION ENTRY DOUBLE GHEGK BAGKFLOW PREYENTER. REFER ,�a..�. -.�=�;;;��r n � ��w•nv rr �' d^ r�<v ���=��—_ � � �\\ �r ' _ __ _ TO DETAIL 4/PODI AND WRITTEN SPEGIFIGATIONS. �� - � i - ;�- ',v;�"=r:�- ' "��..' � -,�_ _ / � / '---� __ _ ���,,,LL_-,F��� � � ;� ,�, �a rE,,. —_ � , N��M. c^+�=:2 4' ;;;°�YF� - ' O3 I" DONtESTIG WATER SERYIGE WITH I" METER AND REDUGED PRE55URE M'x�k,` �4���_J'��`�r�'�" la / _ „ � ��. ��>,''-�`''���`E"'� � BAGKFLOW PREVENTER. RE: DETAIL 4/POOI. EXTEND 3/4 GW TO BOILER MAKE-UP :� �„;;;r;�„��� � P20 - � � _ `` � '''� _ � - -` AND 3/4" GW TO H05EBIBBS LOGATE H05E BIBBS AT EAGH GARAGE LEVEL AND � ��° �`����� ,� , � ' I / ��= - � � AT PLAZA. EXTEND I" GW TO IRRIGATION REDUGED PRE55URE BAGK�LOW `��" � \ i � ` �� _ PREVENTER. � E-+ 3" AD-I ''-- � °' � � LE55 PTRAP 4 " � �_ _ � / �_� II O4 FIRE PROTEGTION STANDPIP� (DRY MANUAL). � � � � ' ' '�� � 4" TD-I `..' q �, , � `` LE55 PTRAP Q5 STANDPIPE H05E YALVE. � � -`` (IN BOTTOM 21 ' _ � � / --� _ OF TRENGH). ,- -- - - - O6 FIRE DOWN FROM FIRE DEPARTMENT GONNEGTION ABOVE. � � Pq , � __, -- I ' � -� � � � �' - ,_ ' � � =;_ _ _ O 2" VENT UP FROM BELOW. PROVIDE 2" WG.O. LOGATED 18" ABDYE FINISHED FLOOR. � � , � �� � `` O / ` -�` �_-__;``_ 25 PROVIDF STUDOR MINI-VENT AIR ADMITTANGE YALVE IN AGGESSIBLE SPAGE. � � � � - = 12 E _ - � � ' , � - � `_--- - �4 ` �'� _ __ , � / 2�� _ 26 OS FIRE UP TO FIRE DEPARTMENT GONNEGTION ABOVE. _ /� . I I/2" � �� ' '--�- _ `` / � q GONNEGT 8" STORM TO 7RENGH DRAIN ABOVE. PROYIDE INSULATION AND HERT � P2 � O TRAGE (5 WATTS/L.FJ - ' �- � � / P,3 ' � � 3/4" I � � � /�4 / � ' 13 � B 10 FIRE/DOMESTIG WATER FNTRY WITH PRE55URE REDUGING STATION. REFER TO ' �� - / PS � / �---- - �- 1 O DETAIL 4/POOI. INSTALL PER WATER DISTRIGT REQUIREMENTS. ' I �� �___. _ --_._-- - P(� 33 / /, 2 _ �.�----- LOPE TO DRAIN O C � - II 8" STORM DOWN TO LEVEL BELOW PROYIDE INSULATIDN AND HEAT TRAGE OWNER/DEVELOPER � �� � �``�_ ' � r �_ S�_--- - -`- II 2" I � DOWN. � (5 WATTS/l...F� � 1 � VAIL RESORTS � � �_ I � � _ � � ��� ���� �- , G (2 �� JJ 12 P3�J BOIL�R GA5 METER AND SERVIGE BY XGEL ENERGY REFER TO GA5 DEVELOPMENT � ' �� � � �1�`=� ` / � G �2 ��� ____-�_,__-a- _�-�� � METER SGHEDULE THIS SHEET. C OMPANY � - �- ._- � �� � �� ,_-- ._- ,\. � P I 18 / �-`-�,� ' 1�����-�,_ � _ ' 13 3" SUMP VENT STAGK. AVON, COLORADO P �� � C 4 / ELE L BB� 3 ,'� 3/4" 14 3" 5ff 0 YENT STAGK. � 25 0 ROPERIY LIp�E = ELEVATOR P2 � � I'I ) -�_ � I ARCHITECT _ _ _ LOT P_3 . -.._ 29 ` , � � / � ______- - , IS PROVIDE DRAIN DOYJN VALVE FOR IRRIGATION 5Y5TEM. IRRIGATION SUPPLY IN51DE � J _ �' ~� � P \� C�� � �i � 14 �q I ` OF STRUGTURE TO BE SLOPED TO DRAIN DOWN GOMPLETELY. 42�40 -'' - � \� � \' �. �' � I YIDE AIR DRYER FOR ARCHITECTURE , �_ _ .� � / � / Ib FIRE PROTEGTION DRY VALVE ASSEMBLIES. PRD - �, �`'- � '� � STAI .�� GOMPRE550R 5Y5TEMS. REFER TO WRITTEN SPEGIFIGATIONS. Denver, Colorado � � � �� _�' — � �\ �� P2 2 �'��- I „ STRUCTURAL ENGINEER ` \ �\� \\� ���-� 2�j � I�I 3 SUMP VENT UP TO LEYEL ABOVE. I�IONROE dc NENELL ENGINEERS, INC � � 1 AVON. COLORADO �` �;, � � '� � �\ - _ 5 SLOPE TO DRAIN � _� _ �-i - � 18 3" 5d0 YENT UP TO LEVEL ABOVE ABS CONSULTANI'S, iNc Pr �owH. � � ��\ C 3�4 �� � / � I _ `— " DENVER, COLORADO ��\ /�/ �� / �\ �� � � _ �, _ = - -'' I . 19 I-I/2" GA5 (2 P51) (GHRISTIAN� AND 2" GA5 (2 P51) (P3d,� DOWN TD LEVEL BELOW. U►xnscePE axcHrrEC�r � \ � 22 _� \ IO �\ . I I _ ---�— — —''— n n �� D NVER. COLORAD� � � _ \ � ,P ,� 2-� g __-- � 3/4 GW DOWN ON WALL. EXTEND 3/4 GW TO H05EBIBB. MOUNT H05EBIBB 18 ,\ / �� -� rJ � sH - _ .------ - � � � ABDYE FINISHED FLOOR. PROVIDE DRAIN DoWN YALVE AT LOW PoINT. SHERFiY DORIIARD I � _ �---' ' VAII, COLORADO ,_ _ �-- PARKING � , / � � 25 / � � �� \ P � � � GARAGE �� / `�� � �� i P200 I -.�� � 21 3/4" GW DOWN ON WALL TO 51LLGOGK. MOUNT 51LLGOGK 24" ABOVE FINISHED CIVIL ENGINEER k SURVEYOR VAIL, COLORADO � \ � �� , ; ' � � GRADE. PROVIDE DRAIN DOWN VALYE AT LOW POINT. PEAK LAND CONSULTANTS. INC. \ / � � SLOPE TO DRAIN � \ \�� � HB-I ` z DOWN. \ ` I �, I Q 3/4" GW UP TO SILLGOGK ABOVE. PROVIDE INSULATION AND HEAT TRAGE 3'-O" � \ ��� ,� � � �� i INTO GARAGE GEILING SPAGE. (HEAT TRAGE 5 WATTS L.F., TOTAL OF �� � / . 4� � ` �� I 3/4 , ro 50 WATTS). . // � . , - - / � � � � > �� 11 g � � " �t PROJECT N0. 2001 134 01 ' \ �� ` � / I � I Q I IRRIGATION GW UP IN EXHAUST SHAFT. PROVIDE I STUBDUT GAPPED FOR ISSUE ISSUE ISSUE I N � � , � I FUTURE iRRIGATION GONNEGTION SLOPE ALL PIPING BAGK TO DRAIN DOWN VALVE N0. DATE DESCRIPT 0 / \ �� '� f � IN WATER ENTRY ROOM. - 08.25.03 DD PRICING � � . . � �i I r � / \` //,`d� ' � EXTEND 2" GW TO IRRIGATION REDUGED PRE55URE BAGKFLOW PREYENTER - 09•15.03 FlNAL DD � � � � / / �� / �C � �- LOGATED 36" ABOVE FINISHED �LOOR. EXTEND 2" IRRIGATION FROM RPBFP - 10.10.03 CD PROGRESS 1 / � /� � 1 ' .� TO IRRIGATION GONNEGTION A5 SHOWN. _ . / � �� ,� i 25 \ i I _ ,._-- � 10.31.03 1SSUE FOR GMP � ' '- � Q5 SLOPE PIPING TO DRAIN DOWN. PROVIDE DRAIN DOWN VALYES AT ALL - 12.30.03 IN PROGRFSS . � / � / /� I / \ � \ �� � \ � �_ - --- " �� � LOW POINTS AS REQUIRED. 01 1.06.0� ISSUE FOR CONSTR. \ . , , � . � , // . I ��\\ �� ^ �v �� f� � � � \ � �� Qb GHRISTIANA BOILER GA5 METER AND SERVIGE BY XGEL ENERGY. RE�ER TO GAS , SLOPE TD DRAlti I METER SGHEDULE TH15 SHEET. � \ / 4n ( J �'�� 3/4" DOWN. I � �'�� , / ,;� ` , ,� a \ � ' � Q 3/4" GW DOWN TO LEVEL BELOW. �\ j/ �c�� �/ �, \ I -.�- l � � . i ` � , 2 � � � � 8 WATER PIPIN6LATION AND HEAT TRAGE (5 WATTS/L.FJ FOR BDILER MAKE-UP \ � ��� 8� � � � �4■�� �� �` \ 1 I FIRE PROTEGTION SPRINKLER RISER (DRY 5Y5TENU. . � . . I � � \�, � I ��. �/ , r � i I 4" FUFI �II FII I UP Tn RFMDTF FILL A55EMBLY_ / / � '" / �� / GENEf� ' o � �. ��, ' .\ � � � � v ����� � � ' YdN T KID MOUNTED DAY TANK. GONNEGT TO DAY TANK � ( � ' . � � , �, � P207 EM GE , ry, , � , � 31 4" FUEL OIL FILL DD O 5 � '.', � � A5 REQUIRED. PROVIDE STRAINER EQUAL TO WATTS #llS WITH #100 MESH SGREEN " \ I AT GONNEGTION TO TANK. REFER TO WRITTEN SPEGIFIGATIDN 15480. � 3/4 / � � 6 ��\ 4 `���c��� � � \ I \� I � 3 / __ - �� 31 �� rJ ��o�,r� � � � �� � PROYIDE REMOTE FUEL FILL OVERFILL ALARM STATION A5 REQUIRED. � - � '� ,� / ,J 25 \ _ ____.-- - Q ' 8 ' ' \� /j� � '� _____ _ ' ``- �� � i / � � I ^�____ _ r---- I � 4 DAY TANK VENT UP TO LEVEL ABOVE. 0 �p � I" �� �� � �\, �� � _ _ ----' .�, � � 3/4" � �� I6 / ` � 3/4 , _ �_ r __ _ ,�_- .�\ � \�. N i , �\ " � _ �� �\ i ' � 4 " FS-I � SLOPE TO DRAIH . ` , � \ _ ...--- � - -`- �� N _ `� � 15 LE55 PTRAP I y / �� DOYJN. � __ �.� �r` I � $x a��v Q � � i �..\ 8 /�p� �\ ` ` / 'TRICAL ' C�S M�T�� SG��I�U��: 60RE CAE j� � � W TER ;' 1� ELEG � � �� �� ', � i`• POOM � ���� � ,� \ � f � � � � 3/4 i� • � � ' �2os � I � a►�ti � / � \ __ - r \ / � � � PROVIDE ALL VALYES, FITTINGS, REGULATORS, GONGRETE PADS, ETG. REQUIRED � Q� � ,� r ' SS � � , I � � � BUT NOT PROVIDED BY XGEL ENERGY. GOORDINATE EXAGT METER LOGATION WITH /-� ��3 � A p C? � � � ARGHITEGT AND GA5 GOMPf�NY. � ' \ � \ � lJ.� F \ �1 \ 1 � io I � a o a � � (1. �� � A_ \~` 6 I � ' _ `� _ ------ K TOTAL NUMBER OF METERS = TWO `'�o \ � . I _ _.--- ` __ � , I � � ______ v / �-- C WATER ' � � _ ---- - "r"- ^ r I P38J BOILER GAS METER � �'� � � ---� \ , b• ,' �,� P.DOM I �_� '� � � TOTAL GA5 LOAD = 2,000,000 BTU/H AT 5EA LEYEL � �--- � P20�] I � 2 I . ~�J_! � --�- �� � SPAGE HEATING/SNOWMELT GAS LOHD = 2poo,000 BTU/H AT SEA LEVEL Vail Park & Garage � � `,, , ' - -�- _ `y I WATER HEATERING G�45 LOAD = NONE at Lots P-3 & J p � ' ,\ 7 � .�` `' � � � 8 OTHER GA5 LDAD = NONE _ I � Q � ., � �� � 2 � 6 -� _ � GHRISTIANA BOILER GA5 METER g I `---' -�.,, , TOTAL GAS LOAD = 1,500,000 BTU/H AT SEA LEYEL P102 J � Z\ � � SPAGE HEATING/SNOWMELT GAS LOAD = 1,500,000 BTU/H AT SEA LEVEL g � WATER HEATERING GAS LOAD = NONE LOTS P-3 & J ° 12 Q OTHER GAS LOAD = NONE � � N��` � ,� FUEL LINE PRE55URE 2.0 P.5.1. AT DUTLET OF METER. PRE55URE DROP = 0.50 P.5.1. PLUMBING p MAINTAIN MINIMUM 8-9 GLEARANGE m xJ�yM��Y�"�� THROUGHOUT EN�E 6ARAGE.ING TOTAL DEVELOPED PIPE LENGTH = 250 FT. LEVEL 1 GARAGE � ENLARGED FIRE DOMESTIC ZXTATER ENTRY ROOM -��� _O " � SCALE:1/4"=1'-0' N J � - � -M��- P 10 2 � 1 PLUMBING LEVEL 1 GARAGE PLAN RTr��� � scn`E:,�B�-'�-o� SCALE 1 8 — 1 -0 � � , � J l� i :` . �,�►a� o zoo4 � �,. �������114U �d, V�'l�dp,l���o , - ��p�� Cti�� �r/v� �� �'`�e, � � � ° �q �• N`,eo`S�j�m ° °�� �<<i"a A - o ,.�� 0 T � m Q � o� � r�� BZ ,' y Fs o.�" '`�'m ;.��,. �'.y °e a� ° �,�°'�, m� � ,� �'. � e� �. .' 0� � �41�;�f6II4�00a������ � � _ � -q 3 _ ` , � ' ^� `, r F� \ � ' _ S � i � � � � � � � � � � 7 . � ' i � C� � � �;, � � \ / � �''�:w �`�'"`,� � - ' � 9 ,��Y,,�F�`��=��,a���. —�-_ � ..,�_�� � �- �, �;_,;�=:�:a;�� � ,C''J ` I, 13 ST I R / �,��>Y°'� �,�;_�� �, P�304 � � ,ro�` '� ='%` , �"�^{�'�" '���-,.;�rs`,.� �„'`¢' ���, f 15 ����� _ f� �'�'`-�- � � / � 4 GG.O. �-'��,'"° ,,.�`:,��,���.:.,�:���°�� �� � � t IE: 81115' 3 -� ��-_� ° .� � �� ; ,,��e. �� / 4" G.GO v��ti,_ .a��x���s^�E-� � � ~ � Q IE• SIl5.o0' I6 ��' ��`a�.,� �k � , I - u� ��, , �,.., r„a � / 4" �� 3„ , 8„ ���.,. � ' I � E-+ / � � �� - � 4" `� �� IE':8 71 2S0' � � � / i8 iq � � ' , _ ��- , y-� �.. � / —�_ � 8„ �--12° �, p/� � / ' 1` � �� _ 2 ��-- � � ' _ �� - ' -`� �/ � I � �` ` � ' � � "�_ , ' 4 I � 19 �q 5 1���I�t���S � E I / � � � , � �_ `'--- -� 1 � � �� _ � ' � �q " OI FIRE PROTEGTION STANDPIPE (MANUAL DRY). � _ '`---_ I �, � '�1` ' ` P2 I 4' -' 2 8" STORM DOWN ON WALL TO ELEYATION SHOWN. PROVIDE ' �� _ � �' � `� � � p� � I �a O 4" G.O. PRIOR TO EXITING THE BUILDING. �� �' I ~ � � _ � p4 /� / 1 8 �yT _____ - ---- B �3 GONNEGT 8" STORM TO THE 51TE STORM SEYJ�R EXTENDED UP TO THE � � � I FM BUILDING IN THE 51TE UTILITIES PORTION OF THE WORK. Pg C � I / � _ �_ - --- - 4O 4" STORM DOWN �ROM TRENGH DRAIN ABDYE. � � '� _ ___-- - --'- �p �q �� OyVNEB/DEVELOPER �� � ��. ;-. �. _ _--- � I O5 8 STORM DOWN FROM LEVEL ABOYE. �, � -�-- , i4 iq VAIL RESORTS ' � _ � '•, � O6 4 50G WASTE UP TO �LOOR 51NK ABOVE. � � DEVELOPMENT �\ I /�C q 1 I ' O 4 50G Y�IASTF DOWN TO LEVEL BELOYJ. C 0 M P A N Y � ELE. LO B � `'—�—a_ ELEVATOR P30 I � \ _ 8O 3" SUMP VENT STAGK. AVON, COLORADO . � I � �`# -,,� � ' O 3" 580 YENT STAGK � J � � � P ��, __; ` � ARCHITECT , �� � �� - `---- _ � \ � `�-- __ '.� 10 8" �ORGED MAIN STORM STAGK. 42�40 � ---_ _ — _ I 1 - � ��� �. " �, �--�;- __� _ �� STA ,� '� ==--� I il I-I/2" GAS (2 P51) (GHRISTIANA) AND 2" 6A5 (2 P51) (P3d.J) RISER. ARCHITECTURE .<<� \ , � ���� P 02 - ==-�� S Denver, Colorado � � / \`�, _, -_. � � 12 3/4" GW DOWN TO LEVEL BELOW 3/4" GW UP TO LEVEL ABOVE. EXTEND 3/4" \ � � D G W T O H 0 5 E B I B B. M O U N T H 0 5 E B I B B 1 8° A B O Y E F I N I S H E D F L O O R. P R O Y I D E S T R U C T U R A L E N G I N E E R �� � _� `'- ,.---r "" alONROE de NENELL ENGINEERS, INC � � � '\ P� �\� � � --� - DRAIN DOYJN VALVE AT LOW POINT. evoN. COLORADO � _ .�,� t _ _.--- _ \�� �\ � �`�� � � � ,, _ � -� —� 13 3" STORM DOWN TO LEVEL BELOW. ABS CONSULTANTS, iNc " �` ' �� � ��\� Iq I _ _----- - ' r DENVER. COLORADO �\ � � �`, �\� HAFT _ �_ _ _--- 14 4" FORGED MAIN YJASTE STAGK. EXTEND UP IN GEILING SPAGE. ROUTE LANDSCAPE ARCHITECf � �, ��\ ``` � P303 \ ' �_ _J_ + 4" WASTE BY GRAYITY A5 SHOWN. DE VER, cot�.�oRnDo � ` I �; �. _�,_.�-----" GARAGE PARKIfJG 5HERRY DORWARD � / � < P300 15 GONNEGT 4" SANITARY SFWER TO THE 51TE SANITARY SEWER EXTENDED UP VAIL„ COLORADO � � � , � � � , � w����. HB-I � TO THE BUILDING IN THE 51TE UTILITIES PORTION OF THE WORK. �/ \ I � \ CIVIL ENG1NEEft k SURVEYOR � . � � PEAK IAND CONSULTANTS. 1NC. � � �, � `� �� VAIL, COLORADO � ✓^�� I6 GONNEGT 12 STORM TO THE 51TE STORM SEWER �XTENDED UP TO THE ' \ / � � �v� ' � BUILDING IN THE 51TE UTILITIES PORTION OF THE WORK. / \ � ' \� � I7 3" STORM UP TO AREA DRAIN ABOVE. � \ ` �`� + I O - PROJECT N0: 2001-134 01 / , , ��, � _------�` 18 HOLD PIPING AS TIGHT TO GEILING STRUGTURE AS POSSIBLE. � \\\ ___.--- ISSUE ISSUE ISSUE 2 � \ �\ I N0. DATE DESCRIPTION C � ATI AND HEAT TRAGE YJATTS/L..F FOR PIPING. \ / , �� � , � Iq PROVIDE INSUL ON (5 a \� � � � � - 08.25.03 DD PRICING � �\ � (� _ ` I � FIRE PROTEGTIDN SPRINKLER RISER (DRY SYSTEM) WITH ZONE VALVE, FLOW 09.15.03 FlNAL DD , \� � � � _ �' _ ,� _ --- F AND TAMPER SWITGH. - 10.10.03 CD PROGRESS 1 , 10.31.03 ISSUE FOR Ga1P / . � —_ _ ='� - _ \ �..�� � / �'�� � � NOTE: �_ n - 12.30.03 IN PROGRESS \� ��" , � � MAINTAIN MINIMUM 8 q GLEARANGE 01 1.06.O1� ISSUE FOR CONSTR. � ) \ / // � 1, I I THROUGHOUT ENTIRE GARAGE.�NV I C \ . � � + � , , ,� � � � I , , , �--- �. , , � ` I , I ; � ,� i '� � ._----------- �, � i i . � � �\ � . �\ i 6 � � I � I ►n , � � H N � . � — --_____ _ \ � \� I ��_____---- _ ._.--- _._--- Q �� ' � -��- —`- � -! � . , / •� , _ ___--- �� \ c� ----- " %i . _ _..___ - I . O i� \ � ��\ _ ,�,._-- — / 1 1 -- I � ' � \\� � 1 Q /� �� I 1 �.— � \ : 1 I / �g 8L DRIY� � �C \ / � I CORR � \ / � � n 1 � � d ) � �/ 4 � �� � �/ i I L � � I V►� � Q � /, , / I � � / / , $� � 4 p � � ' 6 I _--- _ K a , � _ — 9 a � , _____ _ .___.-� � �o i �, `_____._— _�-- — --- � � � C7 � �\, I � �� � / . . 0. � � � - � � � '� , � g Vail Park & Garage o ?� �'� � � 6 at Lots P-3 & J m 0 — � L 14 � .� o LOTS P-3 & J � � o PLUMBING m LEVEL 2 GARAGE � � N � - r,: �- �����. w � _z�����.� 1 � PLUMBING LEVEL 2 GARAGE PLAN r*�� � SCALE i/8" - i'-0" SCALE:1/8"■ _J LL r AI U�- 1 ,,o�u��,���a� i; .z �Q�a � ��9�pd �', ` : , a�� � � r� � �;� �! _ ���°�� � �,o �,�� .�;� a% . o' nt � �aF � �b l 6 I�`� �` "-�F �1 n �—�;�o�S�`S ,�' G`,�,�j� � � r � � o �o � s'� o ���e s � oo r°�`v: .� p p�°�,��� �s ���'�����`°���� ��/l/il d E 0 E E 9 9 i 660�a����� � � / � 1 / � ! � ' � - _ q � / / , _ 9 -_ _ _ _ ` � � , , _ / — `` ' _ / / � � , ' ` ��`� , J / / � � � , � / / , � � I -� ' �/ / r / � � i � f '— __ � / / � � � � � J ' t � � \ / � , � � � C � / , � / _ �` / ' � �l � - , _ � , , � ;-_ / / � , , � � �� � � `� ' ` � IE: BIl,�.67' � � , ,,�`.��a""�',��� o� ' /` �� , ' / ,�'' *;��'��''"'`* � , �ti'i,. .�� ��. r _ _ ` _ _ / � �; _ ��,�;� °���,�c''� � / �� � ;�'--" '"-�"°��� c�� —� � I � a�r ,��...,� �xr_ ;r'r:.` �: t ;�;,""°�'� ,;�t,-„����__.�, - � � 3�� � ST� _'� FINISHED FLOOR YARIES. � ��� I6 r �-°°.�, " 3 �� � RE: ARGHITEGTURAL �� -�-� � � ' � � / 4, ,'' _ 3" F.G.O. w �� � l @'�`- �y`�..� i' � �� , � O DRAWIN65 � .__,; �':,.�>-.>�,,,„� � � �� J , "' -�5y�� ` _ � c � ^��_ `�u,ry;���V� ' r � / 25 4" IA ��������J �;�; �-�i`�;-- p � p • / t��, �� r� �� `�� � -_ ' O 25 3�� �S 25 4" TD-I GONDUIT � � � � �,� , TRENGH DRAIN ' � � � � ' �� _ ST 8155.5' TOP OF � � _ _._, — _ lO SAND d OIL INTERGEPTOR (320 GALLON). RE: DETAIL I/P001. v °� � / DRAIN � � -- � — — — — pA r - � � � � ' � O2 SUMP PUMP 5P-I. RE: DETAIL 2/POOI. � � � _ � �� _ � / n n a` , _ � � �- � ✓ , � ��' I IE 8154.0'�' � „ �` - �` � , O LE55 PTRAP � � , � O3 3 SUMP YENT STAGK. / � � � E -� � r� �� - � r�_�, -� „ � � _� - �- - ' `_ ' �-� ' / CHANICAL = IE• 8155.26' � I � ��r_-�-�'� 4Q 3 50 VENT STAGK. �� '-- - -� _ ' � ( � „ � ooM , 111 _ _ �� � � � -�_ ` �` _ � 3 AD-I ,�o� ' �i��� J�� � � 3 8" 5 3" YENT UP FROM BELOW FLOOR. PROVIDE 3" W.G.O. LOGATED 18" ABOVE � � '-- - � , LE55 PTRAP - o � ��L-- �f� O ' ` ` �� � _ 3/4" I I i � �� I � f � ^ FINISHED FLOOR � B F-2 J � , �� 2 �, � J ` �` � B-F-I Hg-I �� p � �� � �� �� I � �— _ g ( �`�� / _ � , I / 4 ' � I� II I I � __� - � O6 SEWAGE EJEGTOR PUMP SE-I. RE: DETAIL 3/PDOI. i RG-I I 1 I � 1 `___ _ --�- - � � �g � II ' 4° ' � ' I �� _ _�II ��_I_ �L -------'-�- O 12" UNDERDRAIN SYSTEM BY OTHERS. GOORDINATE EXAGT INVERT ELE1(ATION ' I 4 I _ � �IE. 8151 O L-_��. _ � I I AND LOGATION WITH DEWATERING SYSTEM INSTALLER. RE: DETAIL 2/POOI. � �� . � -�` �� , � I/2 2� / _ ____ - --� II 1_,_ - 5 3 � � 2 ' � I ' 3" ' _ � � 3" , 8 25 � O 4" �ORG�D MAIN WASTE UP TO LEYEL ABOVE. ' , � - � �� / I� ��II � I � IE: 8155 0 RG_2 PS/� ���I I /� J � � I I c� 25 q� 8" FORGED MAIN STORM UP TD LEVEL ABOI/E. OWNER/DEVELOPER Y _ I � � �c � �q� „ � � i-i 2 0 �— ��: 8i4q 5� ) � I � \ I 2 ELE LU Y' S „ � � _ _.-� - I 10 FIRE PROTEGTION STANDPIPE (MAUUAL DRY). VAIL RESORTS � `�\' , LEVATGR -P�01 2 I _� � -. � I , � _ , -� ��.� __ J � I DEVELOPMENT �_�-_ _ � 5�h� „ _ � � ' I ���� ��f L —_ ' 1 `�� 1�j FM — i_� II GONNEGT 2 6A5 TO BOILER. TOTAL GAS LOAD 2,UOOp00 BTU/H COMPANY ' � _ �� I � ��� �� AT 5EA LEVEL. RE: DETAIL l/PDOI. _ � \, � /�� �_ � 12 3 , � �� �'r �3�� 4 I AVON� COLORADO _� � �� - � �� v � � 4 � 6 � � � �IE: 8152.44' 12 I-I/2" GAS (P51) (GHRISTIAN/� 2" GAS (2 P51) (P3dJ) UP TO LEVEL ABOVE. ��` - � � STAI 1 P � � 1��� � ' _'1 ' � ���� - � �' P 2 � - � p � I � '� � IE: 8152.bq' 13 3/4" GW TO BOILER MAKE-UP WATER ASSEMBLY. RE: DETAIL 5/POOI. ARCHITECT , . ;)-- �---4 , � I o 1 S � � 4" F G D. �-�=--'�� � � 42�40 � - � ,' '� / '� � 3�4"� 2 5 ►--I�"� I _ �-- - �� � D 14 FLOOR. DOWN ON WALL TO HOSEBIBB. MOUNT HOSEBIBB 24" ABOVE FINISHED A R C H I T E C T U R E P � � � „ , _ � �. \ F ..� �. 6 ' ` / ' _ � �i '4 _ -�f _ �_ - --- I „ Denver, Colorado / _ �, �/ � � / -` \ 10 _ --� �� —� �L�_J _ __.._ _ 15 3/4 GW UP TO LEVEL ABOYE. STRUCTURAL ENGINEER ` � � �\ \'\ _ _ � ` _ SHA � .r}'� _�_ _ �-- — �� 1dONR0E de NEMELL ENGINEERS. 1NC � `� — —� ' ' AVON. COLORADO � / \�. � P4 _ ____- - - �- IE• 8152.86' , � I6 SUMP PUMP 5P-I GONTROL PANEL. � � '��` _ 4n p lilEP ENGINEERS � / � _ 3n '�� �„�� "D ABS CONSULTANTS, 1NC � ELEV/MACH � � Il SEWAGE EJEGTOR 5E-I GONTROL PANEL. DENVER, cowx�►no � ` ROOM � 1 I � / 'l( \ / P404 � �5 Z�J " � ___.----'—" � IANDSCAPE ARCHITECT I I MENK ASSOCIATES �i 3" AD-I 18 3" STORM DOY�N BEL.OW FLOOR. PROVIDE 3" G O. LOGATED IS" ABOVE DENVER, coi.ox�no a m � FINISHED FLOOR. va�4 coi.oxnno �� \ LE55 PTRAP SHERRY DORIIARD ,� , IE: 81545' � � i i ,� � �\\� --`- GARAGE v � 19 GONNEGT RELIE� VENT FULLSIZE TO REGULATOR AND ROUTE TO �XTERIOR CIVIL ENGINEER & SURVEYOR � I � WITH RETURN BEND. PEAK LAND CONSULTANTS. INC. � , I��,, P400 -' vn��, cowanno � �� \ � � ' I � � � " N WA T TRAP PRIMER TP- XT ND I " GW � � � � E X T E N D 3/4 G W D O W N O L L O �.. E E /2 �- FROM TRAP PRIMER TD EAGH FLOOR DRAIN. �/ � I \� � I 4�� ° - 4-01 � , � � P R O J E C T N 0: 2 0 0 1 1 3 � � � � � �- 21 4" 50G UP TO LEVEL ABOVE. � .\ ' � ISSUE ISSUE ISSUE � \ + I _ �_ � � �� N0. DATE DESCRIPTION , \ � � _ _--- �� Q PROYIDE 2 GAPPED 50G WASTE STUBOUT IN ELEVATOR PIT FOR FUTURE - 08.25.03 DD PRICING � / � ` � ___ � �_ _ ----- GONNEGTION. � ' �� �_./ � _, I - 09.15.03 FlNAL DD / � \ ` � � Q 3" STORM DOWN FROM LEVEL ABOVE. - 10.10.03 CD PROGRESS 1 • , ' _ I 10.31.03 ISSUE FOR GWiP � Q4 GONNEGT i-I/2" GA5 TO BOILER. TOTAL GA5 LOAD = 1,500,000 BTU/H � / ��� � � I AT 5EA LE1/EL. RE: DETAIL l/POOI. - 12.30.03 IN PROGRfSS � %/ / \\� I ' 1I I n PRnVIDF IN5111 ATInN AND HEAT TRAGE (5 WATTS/I_F) FOR PIPINC�. 01 1.06.0� ISSUE FOR CONfSTR. � � � I _..�._____._.-- � -- - -- --- - - - - -- •- - - - -- - - -- � ` � ' � Qb FIRE PROTEGTION SPRINKLER RISER (DRY 5Y5TEM) WITH ZOI�tE VALYE, FLOW � �` \ I AND TAMPER SWITGH. , I / � , , � � , I � � I __._ \ / � \ ` / -�-_"_ NOTE: / � \ / � ' MAINTAIN MINIMUM 8'-9" GLEARANGE 6 / \ � � I FROM FINISHED FLDOR TO PIPING � /� � I I � THRDUGHDUT ENTIRE GARAGE. �' �.\\ � r � _ - r`_ r �_ _ N . . I --- � v ' \ � � _ � - _ _---- 4" �,.. _ O � � IE: 8154a:\ � ,_.,._ - ----- - `- �� � � �, `� — -- _ I E— / � � Q m � / \� \ I I � � FINISHED FLO R VARIES. I ' � , 21 � RE: ARGHITEG RAL 1 N \� �/ � � DRAWINGS � I , (_�V � �! ` � - I i � I Q � � � � ` I �` 60Rt CR BY DRIYf� � �� ,' � � K � � � _ ____- - � � Q � i � � I � � I _ ----'" L N \ j� , � , r ^� r J_ _ --- v, � � p� � .` w � ��� ----"— . — ' � �� ° Q p � �- � � � Q � \. � � � q D o a ' ���--- `' �, � � `�Q / , � � a� V J � i i � 1 � � �' 15 `' � "" --- � � 2 � � V at Lots P-3 & J e 0 � 0 � .J o , LOTS P-3 & J Q � o PLUMBING m LEVEL 3 GARAGE � $ _ � N �: _ '^.�q�r - ��� P 1 4 � 1 PLUMBING LEVEL 3 GARAGE PLAN ��� � " ' �5 SCALE i/8" — i'-0" BCALE:1/B ■1-0" J � .\\/ - ��������869�8�0 �a��e����� �Qa �y��0000 0 C� ���qq NOTE: NOT ALL SYMBOLS ARE NEGE55ARILY USED �� ���• � �� °��'� � f�DER SGHEDULE LUM11�fRE SGHEDUL� FIRE ALARM 5Y5TEM NOTES ������o �����.� ; �L�GT�I G�L L�CC�ND ON TH15 PROJEGT. _�� �o�� KEY DESGRIPTION M�R. 8 GAT.NO. LAMP VOLTS MOUNTING OT MAX d FEEDER FEEDER GONDUGTORS PHASE AMPS I. REFER TO THE FIRE ALARM DE5IN�ER'S (OVE ARUP AND =�a� � �ao � NO. INFORMATION WATT PARTNERS) DRAWINGS AND SPEGIFIGATIONS FOR ALL �IRE � GROUNDED DUPLEX REGEPTAGLE � FIRE ALP.RM ANNUNGIf�TOR GONTROL PANEL _ a o�� GROUNDED SWITGHED DUPLEX REGEPTAGLE � FIRE ALARM PANEL � o�� DI 6" AP�NTURE HID LITHONIA 05RAM 3qW PAR20 120 REGE55ED 85 AL�'.RM REQUIREMENTS. '� y �� e�� Q I UNASSIGNED � `�•� Df�MP LOGATION DOWN LIGHT RH-35MHG-PAR20-4-WTG-LD-120 GERAMIG MH 2qOOK � GROUNDED SPLIT-WIRED REGEPTAGLE � FIRE ALARM ANNUNGIATOR o� � v � � 2 2[4-250kcmil, 3"G] 3-4W 500 �eO�����'���°� � D3 SURFAGE MOUNTED DAMP LOGATION BK-LIGHTING 50W WFL t20 SURFAGE � 45 � GROUNDED SINGLE REGEPTAGLE � MANUAL Pl�LL STATION �����„O�'��o0`020���� 3 8[4-500kcmil,3-I/2 G] 3-4W 3000 WALL MOUNTED FIXTURE SN-q-XX-12-B-18"-G-PG-'15120 MRI6 � FDUR PL�X REGEPTAGLE -[� FIRE STROBE � � �004 4 6[4-400kcmil,3"G] 3-4W 2000 FINISH SEL�GTED BY ARGHITEGT � SPEGIAL f'URPOSE REGEPTAGLE � FIRE HORN OR SPEAKER WITH STROBE 5 4[3-350kcmil, I-3/OG,3"G] 3-3W+G 1200 DP DEGORATIVE PENDANT f�T D�4HLHAU9 - BERLIN MINI � (I) bOW 120 PENADANT 60 SUBSGRIPT = AMPAGITY. Q� FIRE ALARM HORN � LIGHT 6 4[4-350kcmil, (-3/OG,3"G] 3-4W+G 1200 PAVILION 3'700 SERIES GANDELABRA 24" LENGTH a FLOOR MOUNTED SPEGIAL PURPOSE REGEPTAGLE � FIRE ALARM HORN '1 3[3-400kcmil, I-2/OG, 3"G] 3-3W+G 1000 EMG EMERGENGY FGRF55 FIxTURE R/�TED FOR LITHONIA INDURA SERIES (2) 25W 120 WALL MOUNT 18 ��RD 1�GGESS SYSTEM � GLOGK REGEPTAGLE 0�.,,,., MAGNETIG DOOR HOLDER ' 8 3[4-400kcmil, I-2/OG,3"G] 3-4W+G 1000 120 -40G APPLIGpTIONS. 120 VOLTS IND1250 120 N25125 GWI20-TD PAR36 INGANDESGENT 8'-6" � FLOOR MOUNTED REGEPTAGLE � FIRE ALARM FLOW SWITGH q0 MINUTE BAGKUP. PAR36 HALOGEN LAMPS INGLUDED W/ FIXT. I. REFER TO THE SEGURITY GONSULT�NT'S DRAWIN65 AND � FLOOR MOUNTED FOU2 PLEX REGEPTAGLE � TAMPER SY�IITGH G 3[3-300kcmfl, I-I/OG,3"G] 3-3W+G 800 EM EMERGENGY EGRE55 FIXTURE RATED FOR LITHONIA INDURA SERIES (2) 25W 2�l WALL MOUNT Iq SPEGIFIGATIONS FOR DETAILS. � 10 3(4-300kcmil, I-I/OG,3"G] 3-4W+G 800 , HP MOTOR •T FIRE THERMAL DETEGTOR -40G APPLIGATIONS. 2�� VOLTS INDI250 2l� N25125 GW2�l-TD PAR3b INGP.NDESGENT 8'-6' -PM- PLUG MOLD O SMOKE DETEGTOR II 3[3-250kcmil, I-I/OG,3"G] 3-3W+G "150 GO MINUTE BAGKUP. PAR36 HALOGEN LAMPS INGLUDED W/ FIXT. 5 I = IONIZATIDN 12 3[4-250kGmil, I-I/OG,3"G] 3-4W+G "150 ER REMOTE WEATHERPROOF AD�USTABLE LITHONIA INDURA SERIES (2) 12v,25W 2'7'1 SUR�AGE ABOVE 12 � TELEPHONE DUTLET P = PHOTOELEGTRIG � 13 2[3-350kcmil, I#IG,3"GJ 3-3W+G 600 DUAL HEAD FOR E6RE55 LIGHTING GONNEGT BATTERY: IND1250 2�� GW2l�-TD INGANDESGENT DOOR HEIGHT � FLOOR MOUNTED TELEPHONE OUTLET � DUGT FIRE DETEGTOR (RETURt�U 14 2(4-350kGmil, I�IG,3"G] 3-4W+G b00 TO BATTERY HOU5ING IN STAIRWELL. REMOTE HEADS. ELA T IND N2512 GENER/�TOR SEQUENGING NOTES: � FLOOR MOUNTED TELEPHONE/Dp.TA OUTLET �. DUGT FIRE DETEGTOR (SUPPLY) � � K INDUSTRIAL FIXTURE WITH WIRE GUARD FOR STONGO (I) IOOW AI9 120 SURFAGE/YJALL � TELEPHONE/DATA OUTLET ��� REMOTE INDIGATING LIGHT � (5 2[3-250kcmil, i#2G,3"G] 3-3W+G 500 INSTALLATION IN RDUGH SERVIGE AREAS vWXLLIIGG MOUNT �. DURING A PFRIOD OF UTILITY POWER FAILURE, TFiE GEN�RATOR Q DATA OUTLET Q FIRE / SMOKE DAMPER � I6 2[4-250k�mil, I#2G,3"G] 3-4W+G 500 PG GARAGE FIXTURE 1�11TH ONE PIEGE AGRYLIG LITHONIA (I) 1�5W PULSE 2"1"1 SURFAGE/ 1,2 210 WILL ONLY GOME ON WHEN THE PUMP(5) ARE AGTIVATED. � FLOOR MOUNTED DAT.4 OUTLET � 120V.MOTORIZED SMOKE D/�MPER � Il 2[3-3/O, I#3G, 2"G] 3-3W+G 400 HOU5ING, WHITE FINISH,LOW GLARE, GUTOFF PGR-1�5M-211-5GWA START GLEP.R PENDANT �fl� SWITGH d REGEPTAGLE GOMBINATION Qv �OLUME GONTROL � � 18 2(4-3/O, I#3G, 2"G] 3-4W+G 400 DISTRIBl1TION, 8 PULSE START BALLAST METAL HALIDE 2 THE DE-WATERING PUMP GONTROL PANEL IS PROVIDED BY M MIGROPHONE REGEPTAGLE PLUMBING GONTRAGTOR, AND SHALL HAVE S HOUR BATTERY e-I TELEVISION OUTLET Q Iq 2[3-2/D, I#3G, 2"G) 3-3W+G 350 PGI SURFAGE MOUNTED LOW PROFILE BETA LIGHTING (I) OSRAM T-6 3�iW 120 SURFP.GE G 45 BAGK-UP. Q JUNGTION BOX Q tO WALL MDUNTED FIXTURE � GARAGE ENTRY FIXTURE BGEO-XX--I GERAMIG MH 3000K 20 2I4-2/D, I#3G, 2"G] 3-4W+G 350 � �LOOR MDUNTED JUNGTION BOX � REGE55ED LIGHT FIXTURE � �j FINISH SELEGTED BY ARGHITEGT 3 ELEGTRIGAL GONTRAGTOR SHALL GOORDINATE REQUIREMENTS �:�,, 21 3-350kcmil, i#4G,3"G 3-3W+G 300 WITH PLl1MBING GONTRAGTOR f�ND EQUIPM�NT PROVIDER. � WALL MoUNTED .1-BOX Q SURFAGE MOUNTED LIGHT �IXTURE ,�, ��:��� PG2 PARKING GARAGE DOWNLIGHT LITHONIA KP5 39M R5 2��V (I) 39W PULSE START 2�� SURFAGE 45 t�..�., ��u, 22 4-350k�mii, I#4G,3"G 3-4W+G 300 � GOMBINATION STARTER/DISGONNEGT SWITGH �-o-a STRIP LIGHT FIXTURE ` ��r�»� TYPE V DISTRIBUTION - SGWA METAL HALIDE 4, UNLESS OTHERWISE NOTED, THE E.G. SHALL PROVIDE ALL � '��� 23 3-250k�mil, I#4G,3"G 3-3W+G 250 � EQUIPMENT NON-FUSED DISGONNEGT SWITGH � GEILiNG �IXTURE ,. "� � T ,,�3�� ��+^� S P R E GTAN G ULAR HID STEP LIGHT BEGA (U 05RAM T-6 3�iW 120 REGESSED 3 45 EQUIPMENT NEGESSARY FOR A GOMPLETE AND �UNGTIONAL �;:,RS�„�,• ��' � 24 4-250kcmfl, I#4G,3"G 3-4W+G 250 WITH GLARE REDUGING LOUVERS 3042MH/GAST IN GONGRETE BOX GERAMIG MH 3000K STAND-BY POWER GENERATION 5Y5TEM �OR THE DE-WATERING � EQUIPMENT FUSED DISGONNEGT SWITGH Q PORGELAIN LAMP HOLDER �`""" `"�"� �^���;,,�.I ���,�'` ����'.- �� ��,� 2 5 3-4/O, I#4 G, 2°G 3-3 W+G 2 2 5 S T W i�L L M O U N T E D A G R Y L I G L E N S E D F L U O R E S G E N T L I T H O N I A (2) 3 2 W T S 2�l S U R F�G E 8 �O P��� � MAGNETIG GONTROLLER (STARTEW (' WALL WASHER ��;," � �;_„_;-,,A��� �q:r...`a°'�1' ..�.^ r,.� ia_ � � � ELEGTRIGAL PAN�LBDARD SURFAGE MOUNTING 00 TRAGK HEAD FIXTURE �' '"' 26 4-4/O, # STAIRWELL FIXTURE WITH GO-MIN 1400 LUMEN WG-2-32-AI2-27-1-EL14 3000K GENERATOR REMOTE START GONTROL WIRE SHALL BE ��'��� f r � I 4G, 2-I/2"G 3-4W+G 225 5, 'r_,�` 2l 3-3/O I#6G 2"G 3-3W+G 200 GOLD YJEATHER BATTERY BAGK-UP. BODINE GOLD-PAK EM.BATT.BALLAST INTERGEPTED BY A RELAY IN THE DE-WATERING PUMP GONTROL '� ELEGTRIGAL PANELBOARD REGESSED MOUNTING � EMERGENGY FIXTURE - SH/�DED ' ,,,� �"�TMC--+ � � � � PANEL. � TELEPHONE TERMINAL BOARD WALL PAGK FIXTURE �`¢�>> ��`��- � w��� � T4 4-O' INDUSTRIAL FLUDRESGENT LITHONIA (2) 32W T8 2�� SURFAGE "10 ❑ �� . �'�� � 28 4-3/O, I#6G, 2°G 3-4W+G 244 STRIP FIXTURE G-22-32-2�1-E5-WGGUN 3000K � MAli�l DISTRIBIJTIOTI PANEL ❑ SURFAGE GEILING FIXTURE � `�= Y�� 2G 3-2/O, I#bG, 2"G 3-3W+G Il5 Tb 8'-O" INDUSTRIAL FLUORESGENT LITHONIA (4) 32W TS 2�� SURFAGE �� b. AT5 POWER FAILURE STATUS SENSOR WIRE SHf�LL BE RUN FROM 30 4-2/0 I#6G 2"G 3-4W+G Il5 - - - A 1 51TY POWER AI ILUR EAND PUMP ON �4LARM GENERJ�TOR � �LL BOX o-Q POLE MOUNTED FIXTURE � � , . S T R I P F I X T U R E G 2 4 3 2-2 7 7-E S (2) W 6 G U N 3 0 0 0 K U L , � M O T O R G O N T R O L G E N T E R � B A T T E R Y P A G K E M E R G E N G Y L I G H T v � � 31 3-I/O, I�6G, 2"G 3-3W+G 125-150 X UNIVERSAL EXIT SIGN. GREEN LETTERS ON WHITE LITHONtA EXTREME SERIES GREEN LED 120/2�� SEE NOTE 4,10 10 REMOTE START GONTROL RELA.Y WILL GLOSE THE GIRGUIT TO � u�d l j :✓ThRT TI IC GCT1Ci�hTOR. lr'U METER � EXIT LI6HT - SHADED INDIGATES FAGE 32 4-I/O, I#6G, 2"G 3-4W+G 125-150 BAGK GROUND. LED LAMPS, EMERGENGY BATTERY LV 5 W F,4GE G 120/2ll UM ELN GW FURNISHED ❑T TRANS�ORMER � SINGLE POLE SWITGH � # # � RATED FOR -40G APPLIGATION. WITH UNIT GENERATOR WILL REMAIN ON UNTIL PUMP GYGLES O�F. /�T TH15 � � 33 3 I, I bG, I-I/2 G 3-3W+G 100-I10 7. � RELAY �Z DDUBLE POLE SWITGH P POLE TOP LUMINAIRE LUMEG �OMH-L28-GL-G-5E3-SF (I)PHILIPS 120 POLE 6 85 TIME THE GENERI�TOR WILL GO INTO A 5 MINUTE RUNNING GOOL m GpNTAGTOR � 3-WAY SWITGH 34 4#I, I#bG, I-I/2"G 3-4W+G 100-I10 DOWN MODE. 3 .-�-�_ k� WIYH TYPE 3 DISTRIBUTION -28-VR50q-XX-PSDIB-LS MHG�IGI m 50LENOID VALVE � 4-YdAY SWITGH 35 3#2, I#8G, I-I/4"G 3-3W+G q0 -3/4X20-12-I/2-DEG-GOLTX u/M/3K 4 � � 36 4#2, I#8G, I-I/4"G 3-4W+G 90 MOUNTING ABBREVI/�TIONS S. GOOL DOWN MODE GAN BE INTERUPTED BY PUMP(S) AGTIVATION Q5 SPEAKER - PAGING AND OR SOUND SYSTEM �p SWITGH d PILOT LAMP ie. PUMP ON �GTIYATION OVERIDES GOOL DOWN MODE. Q THERM05TAT t� KEY OPERATED SWITGH � 3l 3#3, I#8G, I-I/4"G 3-3W+G 80 AFF - ABOVE FINISHED FLOOR PL - PENDP.NT LENGTH K � � BATTERY t� DIMMER SWITGH 38 4#3, I#8G, I-I/4"G 3-4W+G 80 BFG - BELOW FINISNED GEILING PH - POLE HEIGHT q. THE DE-WATERING GONTROL PP.NEL WILL BE SUPPLIED WITH u R�D - REGESSED FIXTURE DEPTH MEANS TO REMOTE START THE STANDBY GENERATOR A HARD � PHOTOGELL t�TO THERMAL O�/ERLOAD SWITGH - 3�I 3#4, 1�8G, I-I/4"G 3-3W+G 60-�0 BYPASS GONTROL SHf�LL BE SUPPLIED Y�IITH THE GONTROL PANEL NOTES• BY THE GONTROL PANEL SUPPLIER. ELEGTRIGAL GONTRAGTOR ^ GIRGUIT BREAKER � p��pANGY SENSOR SWITGH 40 4#4, I#SG, I-i/4"G 3-41^l+G 60-�0 <E-r�>BREAKER WITH DRAWOUT FEATURE I. PROVIDE J-BOX WITH GONDUIT PENDANT AS REQUIRED TO BRING BOTTOM OF LUMINAIRE LENS TO 8'-6" A F.F. SHALL GOORDINATE INSTALLATION OF GONTROLS WITH THE AFF ABOVE FINISH FLOOR 41 3#6, I#IOG, I"G 3-3W+G 50 2, PROVIDE SWIVEL MOUNTING ADAPTER �OR LUMINAIRES INSTALLED ON RAMPS MAINTAIN 8'-6" GLEARANGE. GONTROL PANEL SUPPLIER --�� NORMALLY OPEN GONTAGT 42 4#b, I#IOG, I"G 3-4W+G 50 3. FIXTURE SHALL BE RATED TO OPERAT� AT -20 DEG. �AHRENHEIT, WET LOGATION LISTED. �k- NORMALLY GL05ED GONTAGT AG ASOVE GOUNTER - VERIFY HEIGHT 43 3#8, I#10G, I" G 3-3W+G 40 4. REFER TO PLANS FOR MOUNTING, ORIENTATION, FAGES, AND GHE�lRONS. \.,� AFGI ARG-FAULT GIRGUIT INTERRUPTER - �1�! FUSED SWITGH 44 4#B, I#IOG, I"G 3-4W+G 40 5. NOT USED AG ABOVE GOUNTER/GROUND FAULT INTERRUPTING �POWER TRP�NSFORMER GGT GIRGUIT OyVNER/DEVELOPER 45 3#10, I#10G, 3/4"G 3-3W+G 30 6. REFER TO FIXTURE MDUNTING DETAIL FOR MORE INFORMATION --�- GURRENT TRANSFORMER 46 4#10, I#IOG, 3/4"G 3-4W+G 3O 7• GOORDINATE �INISH AND FIXTURE NEIGHT WITH ARGHITEGT. -1- GROUND E EXISTING TO REMAIN VAIL RESORTS 8. PROVIDE -10 DEGREE FAHRENHEIT LOW TEMPERATURE BALLAST. EG ELEGTRIGAL GONTRAGTOR 4, s#�z, �#�2�,3�4°G 3-3W+G Zo O GONDUIT UP DEVELOPMENT � q. FIXTURE REQUIRES GUSTOM LAMPING. PROVIDE FIXTURE WITH 3qW T-b GERAMIG METAL HALIDE 3000K. • GONDUIT DOWN EF EXHAUST FAN 48 4�12, I#12G,3/4 G 3-4W+G 2� 10 FIELD GOORDINATE MOUNTING OF PARKING GARAGE EXIT SIGNS WITH DIVI510N 15. SIGNS MUST NOT BE OBSTRUGTED � ER EXISTING TO BE RELOGATED COMPANY 4q 3#8, I#8G,GONDUIT AS DIREGTED BY DIV. 15 3-3W+G GONDUIT GAP BY WATER PIPES OR FIRE PROTEGTION PIPING. EX EXISTING TO BE REMOVED AVON, COLORADO 50 UNASSIGNED �-- GONDUIT GONTINUATION EWG ELEGTRIGAL WATER GOOLER GROUNDING GONDUGTORS � HOMERUN ARROWS O MEGHANIGAL EQUIPMENT DE51GN?.TION GFI GROUND FAULT INTERRUP7ING ARCHITECT b0 I#8, I/2"G G Q DETAIL NOT� DESIGNATION bl I#6, I/2"G G � DELTA REVI510N NOTE HH HO AE Po0 42�40 62 I#4,3/4"G G O ELEGTRIGAL WIRE SIZE �P) PARTIAL GIRGUIT USED IN MULTIPLF LOGATIONS ARCHITECTURE 63 I#2,3/4"G G (PART) SAME AS (P) Denver, Colorado - EG2UIfi'M�NT SGHEDUL� TTB TELEPHONE TERMINAL BOARD 64 I-���,3/4°G G STRUCTURAL BNGINEER ` KEY EQUIPMENT LOAD VOLTS � BRANGH GKT. GOND. DISGONNEGT GIRGUIT NOTES UON UNLESS OTHERWISE NOTED MONROE de NEWELL ENGINEERS, 1Nc 65 I-2/O,3/4"G G bb I-3/O, 3/4"G G HP,KW,FLf� GONDUGTORS SWITGH FUSE avoN, cotASnno WG WEATNER PROOF/GROUND �AULT INTERRUPTING WP Y�IEATHER PROOF 1dEP ENGINEERS - B-F-I BOILER 3/4 HP 208 3 3#12,1�12G. I/2" 30/3 6A LI-3,5,� ABS CONSULTANTS, INC NOTE• ALL GONDUGTORS ARE I/G-THY�M-GOPPER UNLE55 NOTED OTHERYJISE b-2-00 FRN DENVER, COLORrtDO B-�-2 BOILER 3/4 HP 208 3 3#12,1�12G. I/2" 30/3 6A LI-35,� �{iENK ASSOCIATES� FRH 2 GHANNEL, DIGITAL, DENVER, cot.oxnno EUH-F WATER ENTRY ROOM 3 3 KW 480 3 3#12,1�12G. I/2" 30/3 GA P-8,10,12 /�STRONOMIG TIME GLOGK SHERRY DORl4ARD VA1L, COLORADO -� FRS TG 4 POLE GONTr4GTOR RATED FOR EUH-F ELEVATOR EQUIi'MENT 3.3 KW 4b0 3 3#12,1�12G. I/2" 30/3 GP� P-14,Ib,18 120/2�l VOLT LOADS. MOUNT IN A C1VIL EI�;INEER & SURVEYOR PEAK LAND CONSULTANTS, 1NC. -2 RooM FR5 LI-33 NEMA I ENGLOSURE. vu�, cotoRnno EUH-F GENERATOR ROOM 3 3 KW 480 3 3#12,1#12G. I/2" 30l3 qA P-4�,4G,51 2 X2 UH PARKING GARAGE 3/4 HP 480 3 3#12,1�12G I/2" 30/3 3A P-2,4,6 UTILITY ,/ G F-I UNIT HEATER FR5 METER PROJECT N0: 2001-134-01 UH PARKING GARAGE 3/4 HP 4b0 3 3#12,1�12G. I/2" 30/3 3A P-2,4,6 LOGATE PER ��o�P 30 KVA PANEL ISSUE ISSUE ISSUE HOLY GR055 � � X3 LI N0. DATE DESCRIPTION F-2 UNIT HEATER FRS M PANEL T 34 100 AMP - 0�.2`J.O3 DD I�RICING UH PARKING GARAGE 3/4 HP 480 3 3#12,1#12G. I/2" 30/3 3A P-2,4,6 �' MGB �-3 UNIT H�ATER FRS HOLY GROSS 800A I I - 09.15.03 FlNAI. DD UH PARKING GARAGE 3/4 HP 480 3 3�12,1�12G. I/2" 30/3 3f� P-50,52,54 TR�4N5FORMER GT G�4BINET 5O� n - 10.10.03 CD PROGRESS 1 F-4 UNIT HEATER FR5 PAD MOUNTED b5,000 AI G� I 41 61 � KW Z��1/480V, 3�, 4W -� � -iy� _ GENERATOR - 10.31.03 ISSUE FOR G�P UH PARKING GARAGE 3/4 HP 480 3 3#12,1�12G. I/2" 30/3 3A P-5b,58,60 8O� ° 38 F-5 UNIT HEATER FRS � 28 28 /� - 12.30.03 IN PROGRESS _� 200�0 2oor� � UH PARKING GARAGE 1/20HP 120 I 2#12,1#12G 3/4" $TO ---- LI-I O1 1.06.04 ISSUE FOR CONSTR. F-b UNIT HEATER I G �J I �� GUH ENTRY GABINET 120W 120 I 2�12,1�126 3/4" $TO ---- LI-31 F-I UNIT HEATER SEE SPEGIFIGATION 1640 GUH STAIRWELL GABINET b5W 120 I 2#12,1�12G 3/4" �TD ---- LI-31 64 64 64 ATS 480/217V, 3P, 4Yd F-2 UNIT HEATER 200p./3P � XI - - - 30,OOOAIG � GENERATOR FUEL TANK SIZED GUH STAIRWELL GABINET 220W 120 I 2#12,1#12G 3/4" $TO ---- LI-31 - - - FOR 8 HOURS OF RUN TIME F-3 UNIT HEATER 10' Gu GLAD EF- MAIN GARAGE 30.0 HP 480 3 3#6,1#bG. I" 100/3 "lOA P-1,3,5 2 GRND ROD, GWP, X4 F-I FRS UFER GRND 28 EF- UPPEp LEVEL Sn NP df�rf 3 ��ll�,Itl17C Il�" 3L�13 IS.s P_'1A,11 F-2 6ARAGE FR5 P-F-1 SNOWMELT '1.5 HP 480 3 3#12,1�126. I/2" 30/3 20A P-13,15,1'1 225A/3P FUSED DE- � � DISGONNEGT 28 Y�1�TERING 4q 30 � FRS ONE - LI1�E DIAGRAM WITH 200/� FR5 �P � P-F-2 SNOwMELT �S HP 480 3 3�I2,I#12�. I/2" 30/3 2oA P-Iq,21,23 eoo� SCALE•wn FU5E5 GoNTROL PANEL FR5 Q TF- MAIN ELEGTRIGAL 21'1W 120 I 2�12,1�12G. I/2" $TO --- LI-36 5P_� q'q 30 NOTE: '�t F-I ROOM � TF- ELEV. EGtUIP. I50W 12o I 2�12,1#�2G. I/2" �TO --- LI-34 I. GEAR MUST FIT IN SPAGE PROVIDED. E G. SHALL FIELD VERIFY THE EQUIPMENT GROUNDING p F-2 RooM GONDUGTOR 15 ADEG2UATELY 51ZED FOR THE 0 5P-I DUPLEX SUMP PUMPS l2) 3oHP 480 3 5EE ONE LINE --- --- --- P-26,28,30 � OVERGURRENT PROTEGTION DEVIGE SUPPLIED IN THE DIA6RAM SUMP GONTROL PANEL. INSTALLATION MUST GOMPLY WfTH � 5E-I DUPLEX SEWAGE f2) 5 HP 480 3 3�IO,I�IOG. 3/4" 30/3 25A P-44,46,48 I,2 NEG 250.122. �REEY Dl1y j� � �ose Q EJEGTOR PUMPS " FRS SHORT GIRGUIT GALGULATIONS BASED ON BUSSMAN POIN7 TO POINT METHOD. � ��1�� "£ N E L-I E LEVATOR 60 HP 480 3 3�I,I�bG. I I/4 200/3 150A P-32,34,36 S H O R T G I R G U I T S G H E D U L� ��1�� Q� � � GOMP FIRE PROTEGTION DRY 3/4HP 120 I 2�10,1#IDG 3/4" 30A/IP 30 LI-2'1 3 S hort Line-Line Lengt h I X finer X Fmer � Gircult Multiplter F factor Gonstant Voltage of run avallable Rated Imped �� ° <J Q p Q I SYSTEM GOMPRESSOR FRN pQ�r1'1' D�SGRIPTION 15G 5YM RM5 M P G V L 1 kYA �Z � q � (L DRY FIRE PROTEGTION DRY 3/4HP 120 I 2�IO,I�IOG 3/4" 30A/IP 25 LI-2q 3 XI HOLY GR055 TRANSFORMER 43,100 p I 5Y5TEM DRYER FRN �Q w X2 PANEL P 38,2q5 0.88q 0.125 3�,186 480 30 43,100 ----- ----- �� Q NOTES� X3 PANEL LI 3,q76 0.104 21 225 ----- ----- ----- 3b,2q5 30 2 � �� I. WIRE THROUGH PUMP GONTROL PANEL PER MANUFAGTURERS INSTRUGTIONS. _____ _____ l�Sl �, PROVIDE BRANGH GIRGUITS FROM GONTROL PANEL TO EAGH PUMP, 3�IO,I�IOG,3/4"G. X4 ATS 24,900 0.650 OS38 12,843 480 50 38,2q5 � 3. GOORDINATE ELEGTRIGAL GONNEG710N TO DRY PIPE SPRINKLER SYSTEM GOMPRESSOR AND DRYER WITH THE FIRE PROTEGTION PROVIDER Three (3) phase Line to Line Short Gir�uit Galculattons� � ig.c = (lavallable)*M Vail Park & Garage p M = �i��+F� at Lots P-3 & J P = (I."132 x L x lavatlable3�)/(G x V) � G = values found in BUSSMANN SPD Handbook for �onductors and busway UV = the Iine to Itne voltage W L = length of run In feet J � The same calcutatfons for single (I) phase Line to Line, F valve changes� LOTS P-3 & J � F = (2 x L x Iavallablelm)/(G x V) � ELECTRICAL O The same cal�ulattong for the fault current at the aecondary atde of a tranaformer, F valve �hangeg� d- F = (IscPrfmary x Vprlmary x I.'132 x 515Z)/(IOOp00 x kVAtrans) ONE-LINE (��) i � � For mvltiple conductors per phase, the stngle �onductor G value from the table Is multiplled by the number of conductors per phase. O - � ' �- - E001 W J � � � ��� �����y�e�0e�eaa�aousur� ,,, ,. - �°� � � �` �°�' � ��N�L SGHEDULE ���� �� � �� �� _ �� ,, � -�� - � PANEL NO: LI O�i-Jan-04 m �� j J•��, � � z��'ti `G� 0 .�`�; LOGATION PARKING GARAGE ELEGTRIGAL ROOM VOLTAC�E L-L• 208 - • -�' `' PROJEGT: VAIL FRONT DOOR VOLTAE�E L-6: 120 � o� ��°��`` JOB NO.= 2001-134-OI TYPE: 3PH / 4W+G &•�y~ - ��°������`,e GOMMENTS: NEMA I JAN 0 � 2004 BU5 Ri4TING. IOOA 5 G.RMS RATING: IOp00 MAIN O.G. DEVIGE: IOOA MGB MOUNTING: SURFAGE GIR DEVIGE GONNEGTED DEMAND LOAD PH LOAD DEMAND GONNEGTED DEVIGE GIR ' NO AMPS POLE VA FAGTOR SERVED SERVED FRGTOR VA POLE AMPS NO. -- I 20 I 40 I.OD UH-F-b A GARAGE DDOR MOTOR I 00 I I�6 I 20 2 3 20 3 840 I.00 B-F-I 8 B-F-2 B GARAGE ENTRANGE GONTROLS I 00 400 I 20 4 5 --- --- 840 I.00 ----- G PARKING 6RG. REGEPTS. I 00 1080 I 20 6 � � --- --- 840 1.00 ----- A MEGH ROOM REGEPTS I DO 3b0 I 20 8 � 14'-O�� NOTES: 9 *�D I �90 I.00 HEAT TRAGE(MAKE UP H20) B PARKING GONTROL PANEL I DO 300 I 20 10 � I. GONTRAGTOR SHALL FIELD VERIFY il *20 I 1000 I.00 HEAT TRAGE(STORM) G FIRE ALARM PANEL I00 300 I 20 12 � LOGP�TION OF ALL LIGHT POLES f�ND 13 20 1 360 I.OD *'�5EA50NAL REGPT. A GD PANEL IOD 300 I 20 14 � JUNGTION BOX LOGP.TIONS WITH OWNER'S �5 20 � to �.o0 120Y ELEVSTGB. PWER B SP/�RE � 20 �6 � REP. PRIOR TO GONSTRUGTION. I� 20 I 400 1.25 SHAFT LIGHTING G SPARE I 20 IS Iq 20 I 200 I 00 IRRIGATIDN GONTROLLERA SPARE I 20 20 � � 21 20 I 966 1.25 *•EXT. LTG B SPARE 1 20 22 BANNER MOUNT 23 20 I 864 I.00 SEGURITY GATE G GARAGE REGEPTAGLES I 00 �20 I 20 24 � 25 20 I SPARE A SPARE I 20 26 LIGHT POLE 2� 30 I 1656 I.00 GOMPRESSOR-I B REGEPTSNEST. LIGHT I 00 580 I 20 28 � F"� �. 2q 30 1 1656 I.00 DRY-I G TTB 100 360 I 20 30 �u��.,, �� MOUNTING AND LEVELING 31 20 I 425 I.DO �UH-F-1,2,3 A GEN BATTERY GHARGER IOD 1200 I 20 32 ;n:;�, ��,� � 33 20 I 300 I.OD TIMEGLOGK/GONTAGTOR B TF-F-2 I 00 150 I 20 34 •�`fi ''`�;;'?�, '���' BOLT PER MANUFAGTURER'S �`�r�� - � � r' .�, � r ..--�Ft� SPEGIFIGf�TiONS 35 20 I 250 I.00 FIRE/SMOKE DAMPERS G TF-F-I I00 21-1 I 20 36 , "` �, �' x;,� w 3� 20 I 280 1.25 ELEV PIT REG/LTG. A SPARE I OD 1 20 38 �_F �- �,.3°�t �� `•,�`�) , *30 40 �j` ''��5 .�"��, 39 20 I I80 100 ELEV ROOM REG. B HEAT TRAGE I 00 1500 2 = � ;,,;.�, RE: STRUGTURAL PLANS 41 20 I 200 I.00 ELEVATOR GAB DISG. G ---------- I.00 1500 -- __ 42 '�.� '� "��' �°" :s,��' .,-�-.� ��=+x,.�� � ,�°�'.�� �r , .3_;.y� � FOR MOUNTING DET�41L GpNNEGTED LOAD: � � DEMAND LOAD: � '� � �`��`'`����1e'�� ELEGTRIGAL GONDUIT IN/OUT PH A VA = 5,�8� PH A vA = 5,25� `'���;� ``��P�l�"�y O ROUTED IN STRUGTURAL SLAB. PH B vP. = �,6�2 P+� B u/� _ �q�4 ��'�'�'`�� '� ���� PH G Vf� = q,3b� PH G VA = q,481 � � ' TOTAL VA = 22,240 TOTAL VA = 22,652 Q,' � TYPE 'P' FIXTURE DETAIL TOTAL AMPS = 62 88 � � E002 SCALE WA NOTES: r� "' PROVIDE GFI GIRGUIT BREAKER FOR HEAT TRAGE IN AGGORDANGE WITH NEG 426 28 � � "'� GIRGUIT GONTROLLED VIA 2-POLE GONTAGTOR THROUGH 2-GHANNEL DIGITAL ASTRONOMIG TIME GLOGK FOR OPERATION FROM � � DUSK TO DAWN � � � � 5P 24" � DETAIL SECTION B-B N�T TO SCALE OS'VNER/DEVELOPER VAIL RESORTS \� TYPE 'SP' FLUSH IN DEVELOPMENT \ B W/�LL AT 24 �4BOVE STAIR LANDING COMPANY P�N�L SGH�DULE AVON, COLORADO � 5P PANEL NO: P Oq-.1an-04 ARCHITECT 24„ LOGATION: PARKING GARAGE ELEGTRIGAL ROOM VOLTAGE L-L: 480 PROJEGT: VAIL FRONT DOOR VOLTAGE L-6. 2�� 4ZI4O JOB NO.� 2001-�34-00 TYPE� 3PH / 4W+6 ARCHITECTURE B GOMMENTS: NEMA I, SERVIGE ENTRANGE RATED. Uenver, Colorado DETAIL SECTION A-A MAN O.GNDEVIGE: 500A MGB SG.RMS RATING� 65�000 STRUCTURAL BNGINEER IdONROE & NEMELL ENGINEERS, INC NOT TO SGALE MOUNTING: SURPAGE 1�EP ENG N ERS , GIR DEVIGE GONNEGTED DEMAND LOAD PH LOAD �EMAND GONNEGTED DEVIGE GIR �S CONSULTANTS, INC DENVER. COLORADO NO. AMPS POLE VA FAGTOR SERVED SERVED FAGTOR VA POLE AMPS NO. LANDSCAPE ARCHITECT - - - - - - NENK ASSOCIATES DENVER, COLORADO � 1 1 1 E ,S�' FIXTURE DETAII, I 70 3 11085 I00 EF-F-I A UF=F-I THRU UF-F-3 I.00 12q6 3_ 20 2 � 3 --- --- I1085 I.00 ----- B -- I.00 1296 4 v�i�cow�no Epp2 SCALE WA rj --- --- I1085 I.00 ----- G ----- I.00 12q6 --- --- 6 "1 20 3 2106 I.00 EF-F-2 A EUH-F-I I.00 I100 3 15 $ CIV1L ENCINEER dc SURVEYOR PEAK LAND CONSULTANTS, INC. 9 --- --- 2106 I.00 ----- B ----- 1.00 I100 --- --- 10 VAIL, COLORADO II --- --- 2106 I.00 ----- G ----- I.00 I100 --- --- 12 13 20 3 3048 I.OD P-F-I A EUH-F-2 100 I100 3 IS 14 15 --- --- 3048 I.OD ----- B ----- 1 00 I I DO --- --- I6 I� --- --- 3048 I.00 ----- G ----- I.00 I100 --- --- �8 PROJECT N0: 2001-134-01 Iq 20 3 3048 1 DO P-F-2 A ELEVATOR MAGH RM. LT5 I 25 128 I 20 20 ISSUE ISSUE ISSUE 21 --- --- 304b 1OD ----- B *DAYTIME PARK GARG. FIXT. 1.25 630 I 20 22 NO. DATE DESCRIPTION 23 --- --- 304b I.00 ----- G SPARE I 20 24 _ Q$,25.03 DD PRIGN6 25 50 3 5251 I.OD PANEL LI TRAN9FORMER A 5P-I I 00 221�0 3 200 26 a a a �a , a a Q a ° 2l --- --- '1914 i.00 ----- a ----- i.00 22no --- --- 28 - 09.15.03 FlNN. 00 a d a 2q --- --- q4bl I.00 ----- G ----- I.00 22110 --- --- 30 � � a d � ° $ ° ° o ° ° a ° d . ° ° 31 $D 3 20 I.DD N55 A ELEVATOR bOHP 1.25 2133q 3 150"�• 32 � ��•�0•03 CD PROGRESS 1 ^ ° � � ° a � �a 4 Q � � ° ° a � a ° � a 4 ° 33 --- --- 20 I.00 ----- B ----- 1.25 21339 --- --- 34 - 10.31.03 ISSUE FOR GI�P °� ° aa 4 Q a ° a a � ° � 4 0 � � ° A ° Q ° o Q a 35 --- --- 20 I.00 ----- G ----- (.2$ 21339 --- --- 3b a ° a° o ao d a b ° ° av a JUNGTION BOX a ° , Q Q ° a a a 37 20 I 3452 1.25 LEVEL 3 LIGHTS A SPAGE FOR ST GB WIRING --- --- 3b 12'`�'� �N � ° ° a Q ` ° � m a � ° a� a ° Q a a 39 20 I 2�30 1.25 LEVEL 2 LIGHTS B LEVEL I/2 LIGHTS 1.25 35�0 I 20 40 O1 1.Of>.04 ISSUE FOR CONSTR. � Q a JUNG,,1'�Q�1 B��� ° a a ° h ° d a a ° a ai 7n � ��37 t 75 I FVFI I I IrHTS G STAIRWELL LIC�HTS 1.25 ql2 I 20 42 / Q � �'�' � d Q Q a a d a ° \ Q ^ � a � ° °�a a d v , � � ° d a o d ° 43 20 2 1250 1.00 GENERATOR BLK HEATERA 5E-I I DO 4212 3 25 44 4 � ° a °� a � ° a 45 -- -- 1250 I.OD ------------ B ----- I.00 4212 --- --- 46 � J � a °' � � � d ° ° � � ° a � 4l 15 3 I100 I.OD EUH-F-3 G ----- I.00 4212 --- --- 48 d c _ d`y 4 -�_ a � , 4q --- --- I100 I.OD ----- A UH-F-4 I.OD 432 3 15 50 - --- �-•- ° 51 --- --- I100 I.00 ----- B ----- I.00 432 --- --- 5 - 53 BUSSED SPAGE G ----- I.00 432 --- --- 54 - GONDUIT ROUTED �5 BU55ED 9PAGE A UH-F-S I.OD 432 3 15 56 GONDUIT ROUTED IN SLAB 5� BUSSED SPAGE a ----- i.00 432 --- --- 5b BOTTOM OF IN SLAB 5q BUSSED SPAGE G ----- I.00 432 --- --- 60 GONGRETE 61 BU55ED SPAGE A BUSSED SPAGE 62 GEILING SL�B � -�� ,, ; ���%�-��� 63 BUSSED SPAGE B BUSSED SPAGE 64 :, , 65 BUSSED SPAGE G BUSSED SPAGE bb " /�7 /�',�� ' ; _ b"1 BUSSED SPAGE A BU55ED SPAGE b8 r � �';,,,,,;, � % , � 69 O BUSSED SPAGE B BUSSED SPAGE '70 '< ; `�` ; ;' �I BUSSED SPAGE G BUSSED SPAGE �� � ;,,,,. � � GONNEGTED LDAD: DEMAND LOAD: d PH A VA = 82,56q PH A VA = 88,7qq d- PH B VA = 88,582 PH B VA = q5,b4q ° 4 EXIT SIGN CEILING MOUNT DETAIL PH G �A = eb,��q P� � �A = q2b�5 O EOO2 SCALE WA t ' TOTAL VA = 257,3�0 TOTAL AMPS = 27 333 0 3 TYPE PG SURFACE MOUNTING DETAIL p E�� SCALE.wn NOrES� � * GIRGUIT GONTROLLED VIA 2-POLE GONTAGTOR THROUGH 2-GHANNEL DIGITAL ASTRONOMIG TIME GLOGK FOR OPERATION DURING G��g CxEBY DB�y�� � DAYLIGHT HOURS. � ���� � ** PROVIDE SHUNT TRIP GIRGUIT BREAKER. PROVIDE 120 VOLT GONTROL POWER FROM PANEL LI. a►►L� Q /� � G� � S��Cy o 4 p Cr7 Q� � q p o w � �� Q � �� N � Vail Park & Garage A at Lots P-3 & J N � 0 � V W � LOTS P-3 & J � � o ELECTRICAL � � � ONE- � o - o- � - a � E002 � Z W J lL t � ��ti����a�ae'��ao� eJ������ ����o '�� �,�� �/�,,✓. _ �r o p° a �G�`�`� � ��'�"'�'�� � o�� �� ,���=. - � ,�� ��� � ��o r � o i� � �1-----_._' I '� � C-��i�1���1.._. 1�lO��S � � ��9� 1 / ^� i� � a so =; /" \i \ � o �"v t � ' ' � 7 \/ ��`\� ' A E�4D OF SW�GH LEGGRESS LIGHTING TO NEAREST LIGHTING GIRGUIT ��i���r�r�f�°, e°�t{�����,�`e`������ �. . '�°"' ' � _ -- __ � _ 2. PROVIDE A MINIMUM OF #IOAWG GONDUGTORS FOR ALL PARKING �AN 9 2004 r--- _ _ p ---._ � -- ___-- - _ � _ a � / / / ,�_ __________`_`- _ GARAGE 120 VOLT HOMERUNS IN EXGE55 OF 100 FEET. I — ._ �� _ � --------------___ __ ' f 9 _ ,_- - __ / , :�� /' :.� ' ' ''--- � �� — - - � �� _` � � - � -- — ` ���,��� �0��� , � � -- /�i; � �r-�� -•_.��� / __ __ __________ __ �`�-_ l � . --_ _ � - , --�-� I Qi FIXTURE SHOWN FOR REFERENGE ONLY. PROVIDED UNDER SEPARAT� , ,�� � J i , -�-__�-� '_ ��� - - ;,_, _ '-� GONTRAGT BY THE TOYJN OF VAIL. ,/ � � —, . . / ; ,, ,, � , / i I � i > > —_� ;� —___ —� _ _____—����. �% � r' ' 1 �,, � �-�-2 � ___ � � O PROVIDE ELEGTRIGAL GONNEGTION TO GATE AGGESS ARM. � , ,' , � '�--_ V I , � � � r � �T GOORDINATE GONTROL RFQUIREMENTS WITH SEGURITY GONSULTANT � ,/ C �� � �' , Ib �P__ DRAWINC�S. � � � � � I �t� , , ' � / �_ � � � � � � �'�- _ _�>�� � �`� � 3 �_ � , � , ___ - �.\ Q NOT USED. � � -=�_ _ r -_ - _ _,`_ '��'� iJ� � I � ' ' �' \� \\�� r'! ''---___ 4 Gi4TE GONTROL LOOP. GOORDINATE REQUIREMENTS WITH SEGURITY � '_�`�_ I / � 1 / ___ O '= � � I � � �'�� � , -----_ GONSULTANT DRAWINGS. �=--_ --__-- � � � ---- � �'--_- ;�, _ i ,�"I ��\�-� ---------------- i,r_`' _' ; i _ `�L'-�a / , � __� �==;�_� O5 INSTALL NEAR HEAT TRAGE EL�GTRIGAL GONNEGTION. `� 0 I I 1 r'�'T�-�_� �� ! � � O� � ! ` _`-_� �J ; ; ��� ` � -'===� ' i i � � I ` ' �_- Ob PROVIDE ELEGTRIGAL GONNEGTION TO GENERATOR REMOTE FILL FUEL �YA,�� " � � yJ �-.�`� '�.� / � ' _��_--- LEVEL STATUS ALA�RM GOORDINATE GONNEGTION REQUIREMENTS ��;'�. i°` i i �'^�=r ;e; � ' ' � i � �- - r / `_� �� � WITH EQUIPMENT PROYIDER. �', `r�a��`� � � � _ / 1 1 �_1 ,���ry;",�4r °i`�`�"- f � � � � � � '�.;� 4 � ; � D � r_ �{� ;�u� 6, --a � � I � � �; °� '�`°a i � � _ � r \� , 5 , "� '""'°.,.�, i i � O � � � _'�� �„�;',.. ;; f , � —� � � �' �� -- _ — — — — C�l��'��� ����" �'��C� i�lO��s �,f;��:Y��- ,�.�� �T,:sn-�� , l _ _ _ �. _ _ � � � �r D / �1- � � —. — ` �_, ` �.p,� p � � ! , - ` � ,-- , �.�_<� E.� �i i + � � - �, �� �� �u - � � � � � �� i � - ti, �u . O r � � _ � � , ` -_ � I. ELEGTRIGAL GONTRAGTOR TO PROYIDE, INSTALL AND GIRGUIT ALL �� `� ,� � + - RAIN GUTT�R AND DOWNSPOUT ELEGTRIG SNOWMELT HEAT GABLE AND ��`+�' �� , , �� � � / �" �' � � � � A550GIATED DEVIGES. � E _ „ �-- _ G 1 � , � , � � � ,-I _ , -�� , I � � J ; _ �_ f�� � _ � // �� � , � � \ 2. HEAT GABLE TO BE, 208Y, SELF-REGULATING, I I WATTS/FOOT, � � i � � - \ ' '� � � � f ! /�-/-;�_ _`- � � ' hL ^ � � ' Tr1CKl"fV1V Iel�� 2. � ' i � r `_/ -` `` ��" I r � , l / � _ _ / �`�3 / I 3. ALL GIRGUIT BREAKERS FEEDING HEAT GABLE SHALL BE 30A/2P � � � i i � i 0�--� � FOR H��� �.�GE P P , 1 / - �_ _ � g YdITH 30mA 6F1. � � i r G FOR GUTTER�-� � J� ' i I 'I � AND DOWN � T J 7�5 _ _--- - '- �- 4. GIRGUIT HEAT GABLE WITH #SAWG GOPPER. �j ; � � � � /� � ---- � � C� �" � _ � _ �-- � c ; ; ;' �/j � � 2 , _ ____ _ .--- - — ' � 1 � � ; ' � �l � I `� ' ` � _� - '�- BE HEATDTAPEDOUTS EXPOSED TO OUTSIDE AMBIENT GONDITIONS SHALL � � � i j � \ � - -�� i I �J � � � ��- �--- � �� D � E . r' � _ � � � � 6. HEAT TR�GE GUTTER DRAINS 3' INTO BUILDING. / , , c,uf+ '�r / � � � D I DP F � , � � � I I �. , � a LI 28 � /� � l. GONTROL HEAT Gi4BLE WITH AMBIENT 5EN51NG THERM05TAT AND � I / ' C �_ , LI-28K / IZRI TtOA�GONTROLLER. ' GONTAGTOR. PROPER7Y r OG E PER LAND�GAPE � _ _ _ LINE _� P_3 � i � GONT GTOR. � � 8. ALL JUNGTION BOXES SHALL BE HIDDEN BUT AGGE551BLE. / �� `� LI-Iq � � � , D � , 0�'VNER/DEVELOPER '' � ' � � � i q. INSTALL HEAT GABLE PER MANU�AGTURER'S REGOMMENDATIONS. � � � J 1 �� �� , P� � D3� / S ,_ ,, y�p � I � PROVIDE AND INSTALL ALL GONNEGTORS, SEALS, SUPPORTS, ETG. AS VAIL RESORTS . - -�' ' - i �� �\ ' / F_� ER � � , REGOMMENDED BY MANUFAGTURER. -�--- _ �� DEVELOPMENT � ` ; ����'-- -�� _� E `���� I 10. MEGGER TEST ALL HEAT GABLE BEFORE ENERGIZING PER COMPANY � � � . � ', , i I � � •yf ' ?42 / � I MANUFAGTURERS REGOMMENDATIONS. REPLAGE HEAT GABLE THAT AVON, COLORADO , /' / _-� _-� 5T � , ` _ � DOES NOT MEGGER TO 20 MEGAOHMS. � � , � p ' � _ _-- � � IMEGL K � � I _ ---- " R DE. � ' � \ �\ D3 , --- 1 I I. GROUND DOWNSPOUTS PE GO , � �i�TROL - --- ARCHITECT � �� ' � � � �� � � I _ �_ - ---' - '- T � 12. �NSURE ALL DRAINS AND DOWN SPOUTS ARE HEAT TRAGED. LODP 42 40 \ � � '� — � - ---'- 1 -o HEAT TRAGE IN DRAINS AND DOL�M SPOUTS. I - ' � � � ,! �`�, � � _ _ _--- - —' - — � o� ARC H ITECTU R E �`, � LI�3 � - -'- � �, 13. SUBMITTAL REQUIRED. Denver, Colorado . j' I � . �� \. - '^'� 5 i I —t � \ ` \ �� � � "� STRUCTURAL SNCINEER ��� � \ / I r- MONROE & NEFTELL ENCINEERS, INC � � �� L I-4 ,4 I � z � avoN, cowxnno I m � �EP ENCINEERS � � ,\ � ' �\ FOR HEAT TRAGE I � i y ABS CONSULTANTS, INC - / �, �OR GUTTERS "0 D£NVER, cowRano � / ��`.� � ��\ AND DOWNSPOUTS I � �� LANDSCAPE ARCHITECf � \ �\ � i I 1PENK ASSOCIATES / . I p DENVER, COLOAADO , ��`,\ /� \\� \ � 'Tl I dt � \\ I r � SHERRY DORI/ARD \ \ VAIL. COlARADO O � \�� �\ � � '� I / CIVIL ENGINEER & SURPEYOR � �� `\ � L PEAK LAND CONSULTANT3, INC. — \ �,\� / \ t I , � v��, coLOxano � � \ . � / \ \\ � 4 - --- � "''� � � � �\\\ � 1 - -- _ �_ _ ��_ 1 / \� , �� . I PROJECT N0: 2001-134-01 � `. � � ' �` � ` `.� ��, i ISSUE ISSUE ISSUE /�, ��� � ,,,� . � � N0. DATE DESCRIPTION � `.\ % � �� I � _ � �, `\ / 6 \�\ � � 08.25.03 DD PRICING . � � � \� �,\ �� LI-28 O � � - \ � �'�, ' \' \�, I ' � - o.�o.oa �Roc�ss � , � �� i \. \ \ 1 I �`�,`,� \ \, , ' - 10.31.03 ISSUE FOR GI�P /� \` � �� \ � \ ���- � - 12.30.03 IN PROGRESS � � . I �._- 1 ` 1 � \ � \\ � ��\,� \ �/ \ �� r----''"- � _, � � ' 01 1.06.04 ISSUE FOR CONSTR. \ \ / \\\\� \ \ \\� \ � ,�- � � � � � I . I \ \ \ \ \ \ \ ' � ti' ' \ . 6 \'`, � `� � � I � �., , � ' �i-2s 2 - 1 � � H \ � \ . . __---- V \ � ' \ \ G� J °�. _ ___-- , _.—-� _ �- - � ` \��. ' �� ��ONTRbL � \ �--��� I _ ----'" - _'- ,' � ' �� \ \ � �� . \ � �►�" 4 �_._- - --i` ,� � � \ � ., � �.�--�:� / � � \` / \_� �\ �\ \ ���\ �\ �� `\\ \ f�--O�� ���� 1 I � \ \� ` \ ��\ \ \I=�,,. - �� I /���� � \ � � / \ � � L�-2� �"'./1 � � � \, �, \ . '�, \ � VIA �.. � GARD �� ,' I t- \ \��, � TIMEGLOGK/ READER ,� �' ' \ � `. � ' I I � .' � \� � � .� GONTROL � � ' � . I I O \ \ � \ \ \` �\ / \ � �i F- \ � ���� \ P I � ����� � � \ \ �. I � I ,- . � , � � ,� '' �\ , ,j � , ,, O a- � ��`., /' Gc90 DINATE INS ALLATION WITH LANbSGAPE I %.''� � .,_- -I K O \ �`�/ � ARG TEGT, STRUCTURAL ENGINEER, AND � � � ,'� `, _ I . � � � ,� �` �CENE GONTRA TOR PRIOR TO RDUGH-IN. _ `� ,_____ ---' � - ---- ' __--- \ � \��\. \ -- �_____�,_���;--"'� I GORg CBESY DRIYt� Q � � � --�-- ------ =—� a � \ `\ • ,`'�. �!- ----- -- � � � ,. \ �___- --- � �� � Q ���� \ � � HOLY GR 5 ►�L� Q� � � \ � � � � `tiTlLl �� o (Y �j •� - � �� \ TRAN QRMER � � < � < ` � �\ � 6 T -- — � — — -' � � qD 0. �� \ \\` \� � �a d `\� , � 4 � � ,� � �\� � 2 � '� d� a \� \ � \ . ` .---0-- Vail Park & Garage 3 \ ����•,\ � at Lots P-3 & J 0 0 � v � � OS -3 & J � � L T P � ELECTRICAL 0 � - PARK LEVEL � � `'` - GARAGE °o� _ � � ��� ��r�.�R�. E 101 � °�;�r ELECTRICAL PARK LEVEL GARAGE PLAN 1 SCALE:1/8"■1'-0" W SCALE i/8" — i'-0" � u.. .j, �- � � . � aaoaser� ����`�aaa�a ��i'i��i � Aao ���o���� oa�gpeo��,�,�/�i� �� O � QC�Po v�% �I �I t � � � ����' � ��' `����� I `l O 1 �� m,�9 � � = e o �o � Q e r � �� i I. GIRGUIT EMERGENGY/EGRESS LIGHTING TO NEAREST LIGHTING GtRGUIT s ��� S �� i AHEAD OF SWITGH LEG. % ` �`���� i �� � >s�� oo�m��°�e��,��� � R \ � 2. PROVIDE A MINIMUM OF #IOAWG GONDUGTORS FOR ALL PARKING 1�� -� .�►, t` e�° � � '� / � � `% \; ���\ GARAG� 120 VOLT HOMERUNS IN EXGE55 OF 100 FE�T. 'JA Q � ��d�� � / �� �, � -__ _ _ ___ 3. GOORDINATE INSTALLATION OF THE TRAFFIG GONTROL 5Y5TEM YJITH � ----____ __ _ THE GEN�RAL GONTRAGTOR AND THE ARGHITEGT. PROYIDE f�LL � - -_ GONNEGTIONS, GONDUIT, AND POWER (INGLUDING GONDUIT MOUNTED - - � -''- - _ WITHIN THE SLAB) FOR A GOMPLETE AND OPERATIONAL 5Y5T�M. - -' - ._ � ' I I � (� � REFER TO THE f�RGHITEGTURAL SPEGI�IGATIONS FOR DETAILS. �, �__�_ � ` � 'I��__---_______ __`- _ � J _ � � �'� - / -� / // ..� __`` � � �/ � _ __ ___ _ , � /- � _ - _ _ , � ' � ,''' - � -_ =-_ -- - - - � 5T -_ ��-_ -__ _ - l / - �-_ _ � �' ' 9 P- �-- � ,'�'='-_ _-=; '; _ ' � � i � i 2 �,'.��� -r� �'� - ��-� ---_� � / �// /// 1 r `~ � `�~` y � ���� �� 1 lO��� / / �i / 'l ��` `` �. � � �"�. / � - �� l / � / 'T�T�?� �+=l��� i �i � � l l ! � j��aT=�� ��_-_�_ �i � ! �1! 1 �� � ? ---- � ,' � � � 11 �;; J,� ; � ,' �� ; � Oi POWER FOR GARAGE DODR MOTOR. GOORDINATE INSTALLATION C �` � << / '�`=�_�_� „� / REQUIREMENTS WITH DOOR SUPPLIER AND GENERAL GONTRAGTOR. � � , ,',i � _ �_-_=\ ` � ' `�'- -'"��� \�� ' O2 FIXTURES TO BE ON DURING DAY LIGHT HOURS. RE: PANEL 'P' � -�`�'__ r / \ Il - `�� / ,� �' -- _ __ _ __ SGHEDULE. T �{ � � - , �\ ��� __ � �4`� � - _ ER � ' 1 / � � -^-------___ O3 MOTORIZED DAMPER. GIRGUIT A5 SHOWN. �t> ' � 113 ------- �. ��;�� ```�.� � / , _ , � �:ti �/IA P204 � `i � _ O4 KEYPAD AND GARD READER. GOORDINATE REQUIREMENTS YdITH �T'Yz;� � ;k C►'� � C TIMEG �, � --� r � '�- � � SEGURITY GONSULTANT DRAWINGS. r,;��`"''�� ".��`� � �;,�,I GONT ST � X � I ��o = - ;� ��T,',�� � ' X - ---� � L I-21 �� ' - � ` ,/'�}', y�``�a ' VIA 4 LI-4 /����' Q GARAGE DOOR GONTROL LOOP. GOORDIN�TE REQUIREMENTS WITH ` �` �` _ � �;�,�-���"� �;��s:�'�x,���°�� ' EM O ���,� �.r � �� ��=� EM ry ' ��-- � TIMEGLOGK GARD L O �� SEGURITY GONSULTANT DRAWINGS. LOOP GL05E5 DOOR UPON VEHIGLE "�,;.. 5� � ' I �� EXIT OF GAR�C�E. `�����-�'':"`:���F GONTROL READE I � �.t �`�-�;�-- -�:-� ' O ' �— _ i � �J �'� PG , �` ' LI-2�8 QPGI ``�- 1 O6 VERIFY LOGATION PRIOR TO ROUGH-IN. t' �¢��`� '� � PG / EM 1' �' � -�, QLI-3 � ' PGIO � - �� - -- - - - - � O INSTALL RAGEWAY IN SLAB SIMIL�R TO TYPE 'PG.' FIXTURES. RE: � Q; P'� � � _� - `==�- E1� I 3/E002 FOR MORE INFORMATION. � _ - �... � � ��- ' l���=_ ER PG2 � � _ / ` �- �=--- _� � pG2 ' `�<�v�� `'`�```-�.r � / �LI-35O O PROVIDE HUBBELL ATP SERIES OGGUPANGY SENSOR �OR GONTROL OF � E" _ ' � � / �� , ��� GONNEGTED LIGHT FIXTURES. INSTALL PER MANUFAGTURERS �] � �- - `� - ' �� ' � I L I-2 X L I-2 R�GOMMENDATIONS. �1 � /� , ��� � E�- � � � � ��' ' --� _ \ �� 2 / ��-� q PROVIDE JUNGTION BOX AND 120 VOLT POWER FOR GONNEGTION TO -`'-� - '�-_ � p2 /J� PGO ' ��� 12 ���� O HEAT TRAGE. REFER TO PLUMBING PLANS FOR PIPE LOGATIONS AND � � - ` / J P-22 , �,�� � ' �� /�� ' ���` �� PGO2 B FIELD GOORDINATE WITH DIVISION 15. � ' _ , P P � PG2 ��l _ __ - � � G/ S i ----- � o SERYIGE ENTRANGE GONDUITS MUST SLOPE AWAY FROM THE GURRENT � I __------'--- - ---- J / O TRANSFORMER GABINET TO PREVENT WATER �ROM ENTERING THE (Pg EM -- _ / 2 ' _ �_FM,�- � --- ---�`� EQUIPMENT. SEE SPEGIFIGATIONS �OR ADDITIONAL INSTALLATION ��' ' �--- � O ,__- - ---`- � DETAILS. PG2 /X _ -- - \~� � KIN ' / � , � �� GARAGE DOOR GONTROL LOOP. GOORDINATE REQUIREMENTS WITH ' uH- � PAR _ � SEGURITY GONSULTANT DRAWINGS. LOOP GLOSES DODR UPON 1/�HIGLE � F-4 � GONTR L _ y uH- � \ ' LI-10 / F-s I ENTRANGE INTO GARAGE. � I 6 _ `��� O � i OWNER/DEVELOPER �,\ PG PC GO /O E�E � �B I i2 GARAGE DOOR GONTROL LOOP. GOORDINATE R�QUIREMENTS WITH VAIL RESORTS PROP�RTY LINE ` GONT O � ELEVATUR EM � SEGURITY GONSULTANT DRAWINGS. LOOP OPENS DOOR UPON VEHIGLE - -- � - ��7 P-3 \ PAN �L � _28 P� 1 / � _ � _ APPROAGH TO GARAGE DODR. DEVELOPMENT � -` --. \ �\ � � . _-� -I F� '�y ` I-6 u„_ � _ ` \ 1 PD \� � -' F� X F-� PGZ ' Q3 PROVIDE REMOTE DIALER AT GENERATOR GONTROL PANEL TO ALARM COMPANY < � � �. C ---- _ � � � �� __ P 42 , MAINTENANGE GOMANY WHEN GENERAL ALARM IS AGTIVATED. AVON, COLORADO ' `- - _ _ � � EM � �'\ , 5T I / G2 --�- PROVIDE DEDIGATED GAT5 GABLE TO TTB. � � ���� \''�- � 27� ��� �h''� �'_==_, .`� _ _ ��_ -�__ ` " �� \�� �--, \�� P2 2 �' -,-�� � � ARCHITECT , � � ��j ,��, _ 5T , , �/�1-26 � ��, �_��_.___ -4 � 42�40 � ��, �% `� PE \ \ ` � / _ _ — - --- - `- ARC�iTECTU R E . � �, � r _____ _ - � / �\ J q � �� _ _.__- - � Denver, Colorado _ . � \ �� PG �X �`�-1: / �' \� I _- - -�-_ _ ----EM� � — _''�- \� ` S H F7 _ --- � �- � ! -0 1 MONBOE k NEWELL ENGINEERS, INC ` _ � \ � STRACTURAOIARA OEER / � \ ` P 03 --� PARKIN� ' o ' � �`' �. \ ' ' ' ` � / -p MEP ENGINEERS \ � / ,, � _ GA AG E m ABS CONSULTANTS, INC � / \\� EM � � / � q � PZOO I � ' DENVER, COLORADO � �� \ 211 / I- � -- � LANDSCAPE ARCHITECT �� �r 3 L I-35�\ � Z DEN ER.SCOLORADO 0 \, .� � I rn � a� i . / �/ `� � 1 SHERRY DORAARD / \\ /�/ �� I --_ PG � -p I V VAIL, COLORADO V �., � � CI IL ENCINEER & SUR EYOR i/ �� � / � � I "� PEAK LAND CONSULTANTS, INC. � \ �� �;� �\ � P6 i o v��, cowRnno � � ------ -� i � �\ �' � � PG � PG I /` �` �\ { � \ � �� �� ��� F� � \ , -�"(� EM � � ' PROJECT N0: 2001-134-01 �� � � �.,, EM � I � _-----", F ISSUE ISSUE ISSUE /\� � �� � 2�� � � 1-----�- i I _ ---- � N0. DATE DESCRIPTION / i _ _-- � \ � / � _ __---- - - 08.25.03 DD PRICING � � �'� GONTINUE \ � ---�---' __-- \ . � � _._-- , / _ � • � � 09.15.03 FlrW. DD �\ � / � � GIRGUIT/�fJ �� � EM �----�- � � � � ���SHEET /i � , / � � � � x ' - 10.10.03 CD PROGRFSS 1 �`�. / / E�Q3,/` �, ` � _ � � P-4(�, � G \ 1 � 10.31.03 ISSUE FOR GI�iP / G Q \ � / / ,� '. i I � /� �� \� � PG , - 12.30.03 IN PROGRESS �� ` � l�f-26Q�1`�� �1� \ ___-----' � 01 1.06.04 ISSUE FOR CONSTR. �. // � / �� `- �� �. \ I I__------- \ /i � ' ` % \ ` � � \� 8 � \ � � \ �M� � � � , '�� ^ TS �ATS. �EM ` , \ � / ' � ���� uH-'JEF;ATQfl �`• \,�-�: � PG � � F_3 C)��Q � � ,\ / � I �, Pl0?� ' �� � " � I / ��, � P-4a,;4� `,, � � , � TS � �J ;' Y��R JAGKET HEAT�,fj. \ I GENERATOR REMOTE 6 �`� L,kr ��� � MONITORING/G NTROL�--� \ � �TT�RY GHARGER, � PG � PANEL LOGAT�D PE �, �\ ' �� P-41 rIKC�Aiz-i rf�Nr.� � % � \� � - - �� EM _�- -`- FIRF ALARM I ,- �- /� \ ^ - O � � � G _ - �- - ---��- " `�- �g��\ LI I � GONTROL PANEL ` �T''�[ , � � � � �.OGATE PER F I f'�E � / \� � ~ ___..-_�. _ .---- ` -�i� � �� ��,�� � EPARTMENT � �, _ Q \ _�� �..�- � �� TS �- i ' �� !� � � ` LI-26 ` F-� GT GABINET�o � ` �/ l LE�'i PICAL „ Q � \� ;� �� TTB ,' 00 M � � � /f � �\ LI-30 � �P7o6 � . �PANEL P I � � � � � _ I GONTAGTOR NGL05URE � ��� ,` ' � 4 ' �AND TIME GL K Q �� /,.._ � ' ' �\ PA�IEL L�`�;��� TRANS�ORMER I ' �'``�.�.� \� iO$ � �O�B CBEBY D81V! '-Zn/ � � `- ;'� ' _ .�- - K � � _ Q euw- i `� 2" G T P�ONE - --� I � �� � � ��� � � ' _ -- - ---"'" �L I � Q� � � F � TS ��f1�c1 �1?EDES �L� � _ ---- v► � ' \ ` r� �M ��� I GODRDINA�ROUTING AND TERMINATION � � W � � �2�= ���-26 - REQUIREMENtS WITH GIVIL ENGINEER AND a� � 4 Q p � , �-- ,Q � �`�,�_-!-- TELEPHONE SERVaGE PROVIDER. � q D o � --�' ��' 1` I � �� � "�` � , , ' V`' 18> � tid Q �° �' � � --�` `- --�- -- -- - - � � 3 1 ,� � �. Vail Park & Garage Q � at Lots P-3 & J N o - � � J � � LOTS P-3 & J � � ELECTRICAL 0 � � � LEVEL 1 GARAGE � o - � N � °-- - � . ,- E 102 - ,��.����` 1 ELEC�TRICAL LEVEL 1 GARAGE PLAN „ _ ,_ H W SCALE i/8 1 0 J LL ,� - - »- . , \ -- �����001�i a4lE9�11l�/6�,�i�s �y�'�`� � ����K;��4s �e,e� `,�ro 0 0�����G�i� °��v ��a `��o ��' `����� I �LO I ��./ ��°� ���e � �o � o _ o�r I. GIRGUIT EMER6ENGY/EGRE55 LIGHTIN6 TO NEAREST LIGHTING GIRGUIT � �o�`°� AHEAD OF SWITGH LEG. ° ° � � ��`�'� 2. PROVIDE p. MINIMUM OF #IOAWG GONDUGTORS FOR ALL PARKING �enni�u�����\\\\� GARAGE 120 VOLT HOMERUNS IN EXGE55 OF 100 FE�T. JAN 9 2004 1 - � 3 I����f� NO�"�S _ � _ �'�; _ OI PROVIDE HUBBELL ATP SERIES OGGUPANGY SENSOR �OR GONTROL OF 1� - , GONNEGTED LIGHT �IXTURES. INSTALL PER MANUFAGTURERS � �- _ �� 5 REGOMMENDATIONS. i � ' P�42 , p � � � ' � � � � f r � C � � � �. / � - - - I , 9 � �'� � , _ G „, � �' / �x ���,, � �-� ST I R � �� P�304 � � � �,�-� `�,.,, � Y 5� ' +� I�.� fl�,� )f 1� l��kt�� L I- _� � , ..- _,,=`�•�,:M�r� � � � P-4 � , �� _ ..;�`�`�,� ,5�,�.„,u,«��� �'<`t�, 5T � r�,�.,4�� �'"''"���'5 �/ � Y,1'i� �it. ���i�ir�}tr}�'� � /� �` ,_ / t'4y i�'� g,t�c`5 �c�'%`�_�,F.u� X � ;r' _ �� ` �;j;":i�5�'�'^N'_ y��°w�� � A �• ���°` ��111 � � ` ! ,:,� "�,;"r`' , S� � � ;��A ;`k�� --� / ,k, O � PG � � � �=`"' ��� ``� ►-� � � � � __ � �� � .,, � N r PG E ' �-� _ � pA � - _ � � ' t'c� ' ' �� � � - � / �, E I I _ �_ � ��� r � � � � � _ �� _ _ �,` / � � � ` ' _� _ - � ' PG �— �.� _ __ f /�2 � PG � � � EM - p3 I � — _ .� ` r p� � _ B i� I � _ �, � 1 _ _ .�- � � � � 5 ' 1 ' Pg � / ` -Erdt- c � -- � ' X -- _ _.._-- PG ___-- --- I, . i _� _ - � .� � � � i i I � , , - , I OyVNER/DEVELOPEft ', '----___ PG PC �� � ELE LO B' � ' ELEVATOR � P30 EMI P P-3q VAIL RESORTS � \ ,\ I --� , �iI 6 _ � DEVELOPMENT � � � � \ �� '�, P-4� P�I COMPANY . � P� � � � -__ 5 X AVON, COLORADO \�� _� - ' _ �_ � \�� ST4 � � �'- \, _-� _ _____- EM �� STA _`,` �`_`_ I ' - I �,� � �, \� P 02 `'` ��S�� K ' ARCHITECT �� ��a.: — � � � D 42�40 . -, I - � `� � ; `��-=� —� � � --- " `, �� PE , � - - � I .`. - - � � ARCH ITECTU RE � � ;, \ , --� � ._--- - � � � \ � ------ - Denver, Colorado \ \ \, I ------� ` � i � \ PG X PG �\ A� K ��_ _ .---- — STRUCfURAL ENGINEER \� // I 1�\ \\ '�H ��,r�-- — `� ^ MONROE dc NEIIELL ENGINEERS. 1NC ` , �� P303 _____-------____ _ _ i AVON, coLOx�wo � �� � � / `� ���� �`� �" ' + � GARAGE PARKfNG MEP ENGINEERS i� �., � �� / �V'; ��LI I� i � i \ � � P3UO � �BDHNVERU OI.ORADO C �, �/ r , _ �-- K PG � .,._-- � !EM l 7'r —b ---f— LANDSCAPE ARCHITECT \ � �r,� �� 1IENK ASSOCIATES �. �i � , �� \ � • � �/`• � i � _, 1 dc \ DENVER, COLORA i \ / �4 SHERRY DOABARD � \�. �\ � VA1L, COLORADO i / \��� � / i \ \\\ ` PG pEAK LAND CONSULTANi'S. NC. � �.\ ` � PG ��., , I � ,( f// ��\ �� ' VAIL. COLORADO ��, � � � \�:`�. � � , i . P� � �� � ���� , , �� i� � ���. � � �� ��\ GONTINUE � � EM � GIRGUIT TO \ F SS�UE CSSUOE. 2 SSUE134-01 � M i � - ---�" � N 0. D A T E D E S C R I P T I O N � ,� SHEET �\ / � _ .--- � � �, E102 �,, �--_____ - --- " � - 08.25.03 DD PRICING PG _--- _----- � \ �- , P-40 - 1 ---�_._------�-`` - 09.15.03 FlNAL DD / � / ,/ \, � - , , x \. / � ' - 10.3�.03 CISSUE FOR GI�IIP 9 i'� I . � � �� ,/ • � - 12.30.03 IN PROGRESS �\ � \ PG I I _ 01 1.06.04 ISSUE FOR CON�TR. � � � � � / �, i � � , � / �, FM � / \ / � PG \ \ I ' � �� \ �-- / / � \ / 1 ( , � I + 6 \ / \ / PG \ , , I , /. / � �� , , _ _____. _ H � � �� _ ________ _ _ _. , / ;: � - - \ / \ i - ----' O \�l � �` �� EM G _ �J r - / / _ ...�- � \ ' � ` -- ' I � O � � � � �-- � � ,, � d � —� � �" \ � � �/ , I PG , � % � � � � � � � � � / � � � O � ��.� � I P-40 � � o \ , ,� I , I \ \� � 1 I � BI DR1V o � , K ao�� � t� \ ' � _ — - �; � \. I _ _ � � • I , _____. - � � y � � � \,C � � _ _----_' ' �---�-- "� � ►�L � i �� I s � � Q� W \`�� I ----'' ---"— ��t � 4 p C� D.. / \ � _----� i � ��._....-- � q a � � �� - � �Q w �., � 1 S � tid Q �� � � 16 ) �- -- / � ,� � 7 1 � Vail Park & Garage at Lots P-3 & J A �-� m - o � � _ �, � LOTS P-3 & J � � Q ELECTRICAL �� LEVEL 2 GARAG � °o� N � �°�- �4�� � � r E10 ����=� ELECTRICAL LEVEL 2 GARAGE PLAN Q � 8CALE:1/B"■1'-0" » � �� W SCALE i/8 — i —0 J LL . � , ����\a�`��i�461�I�1�U��//1//,' � �� Q vo°� °°°o°�°�Ce'���i � �I t �o � � ��1 ����� �O 1 �� � �o � � ' �� I. GIRGUIT EMERGENGY/EGRE55 LIGHTING TO NEAREST LIGHTING GIRGUIT �,. o�`- , S AHE/�D O� SWITGH LEG. � ��e�,,,- � 2. PROVIDE i4 MINIMUM OF #IOAYJG GONDUGTORS �OR ALL PARKING ���,��� ' ���,.�����'`�'�R ' , GARAGE 120 YOLT HOMERUNS fN EXGE55 OF 100 FEET. �iu� nt�`��' ' � P� � 052004 � ' � � I� - _ _ _ � � f ��-r,�t� �O-r�s , . � — -- _ a ' � � � OI NOT USED. — _ - --� ' , , '' _ � - � ' I 2 ELEVATOR MOTOR GONTROLLFR D15GONNEGT. _ ,_ _ _ � / , O ~ �'� I , � 3 PR0I�IDE 30A/IP �USED DISGONNEGT SWITGH LOGKABLE IN THE OPEN � i � O � ' / ' / � / / � T05L1ION. YJITH A 20A FRN FUSE �OR ELEYATOR GAB POYdER GIRGUIT � / � � / � � / � � � / ' Q PROYIDE HUBBELL ATP SERIES OGGUPANGY SFNSOR FOR GONTROL � � / '� / � OF GONNEGTED LIGHT �IXTURES. INSTALL PER MANU�AGTURERS � � ��\ / R�GOMMENDATIONS. � / � , � 1 , . � / ' - � � C , � / , / O5 PROVIDE 120 YOLT GONNEGTIONS A5 REQUIRED FOR GONTROL�OF MEGHANIGAL EQUIPMENT. i �j _ ' l , �i i � _ `_ _� / , � � � � � � Q PROVIDE REMOTE DIALER AT DEWATERING SI�iP GONTROL PANEL TO � ���� ' / / � �� , � / ALARM MAINTENANGE GOMANY WHEN HI�H LEVEL ALARM IS ,�:;n� �r � �� ' ' � � TI AT PR VIDE DEDIGATFD'GAT5 GABLE TO TTB. -�" .�-l:°�;Y"�. r�-� �_ ,� � / �,.,_ AG V ED. O � ,, ,_��,: ' F-5 ELEGTRIGAL GONTRAGTOR SHALL FIELD �' �� ' � � � � �,r--,i.x, �la��+.�` r,� / '•"a;tj^ytrnf v eti,r fj�;.;t' �" _` / /.'`Y- ..: � -, ,, ` 1� 1 �-� � SP-I GONTROL GOORDINATE INSTALLATION OF THE SUMP AND , ��4 ��,��� - � �� �- _ � � PANEL SEYJAGE EJEGTOR DUPLEX PUMPS WITH DIVISION �/ ���;'_s;��} _ -,��`,'`,`' � � � T8 �...., ��., ,. SE-I GONTROL 15. PROVIDE ALL GONDUIT AS REQUIRED FOR � ��` ` � _' ��� ���R'` 'q�„���u�� fY "�._``�{���U�^;'� va . l 1 ��' � _ ' F'G / PANEL INSTALLATION OF POYJER AND GONTROL YJIRING. � � '�� .«,:;'rP ` - ' \ � I- sF� � � � ,;, T����H LI-24 �� ,- �=`��, ��',`,,,, O ' � � / � b .,- "�" �..� LI-24� � � � �_ � .- ���;.� '` �` � -.� � � I � � � � � � � / i- ` _ — — —.-- _ _ _ _ _.._ — — � � � � ��-� — — � � � � _ � � � � � , � - - , TS __ _ I , � , _ _ / 0 , � �"-�- _ � �-a F-i I � ' � _ � � �j J p_ I / 1 ____ ' —_ OO � P� � � � '�- - � ��, � /� M EC H , i� F-2 / - I � , -�� _ ` ��� R 0 M- � _ - � � -.1_ _ - � � �` --� _ �� � P 5 � ' pG � '� � � � � / � � ' � P ' � I B � �'' / F-� 2 � P5 ' / i 1 __---- " ---- � I � ,_ I i � _ _ _--- - P� / �i �;-- ` l � EM _-- - c � , ��-_--- - — 1 , 8 � _� - - -�— o --- , I ��, � -�-- , I _ / / � \� ' ' OwNER/DEVELOPER , �' I � � � � ( �, p K -�� i � � i � I VAIL RESORTS �� � C � I � -�' DEVELOPMENT EL ' T�R ELE LO Y / I I PROPERTY LINE - � � P401 � COMPANY — _ _ _LOT P-3 \ ` � 1 C � \`� I ���3l L�I�6 r ?� �I PG � AVON, COLOftADO � � -, 1 � ' P T X 1 � ` -�-- _ � " -�� P 42 , I I - � ---_ 1� � �y'�\� �/ STAI 1 � p / PG '� 1 � ARCHITECT _ � ���- - ! ` P 02 �' -2 I 1 � - � . . p_4 , c�i _ J I 42�40 \� ' �� / - �� � ' � �— � ' � ARCHITECTURE ' ��\ ��� � F-2 4 EL- F-3 � T4 / � _ __.��- - �.� _ � � � /J�' I � Denver, Colorado , \ � T _ � _ _____ ` ---- I � J - "'— STRUCTURAL BNGINEER ` '\\ � \ � \ \ ' / �_` � 2 S a� � _ �, MONROE de NENELL ENGINEERS. 1NC � �\ � — _�� P- O �� /'� TF- 4 R ��1 �M--- - '�— '0 ' IdEP ENGINEERS � / `� LI-35 `�F-2 LI- G 4 3 _ ,�..-- - - � ABS C NSULTANI'S,oINC � � ` `��� � 1 - �'"-' � � DENVER COLORADO / - � \ ELEV I MA CH Or� T 4 � � LAND3CAPE ARCH1TECf / ` ROOM �' -3� '��` � pG I � 1fENK ASSOCIATSS � \� P404 � � � DENVER, COLORADO , � � � / / �` �l I VAIL, COIARADO ' \ ' r SHERRY DORIIARD / \ � /� � � -} PAR K I N G � -�D CIVIL ENGINEER dc SURVEYOR E , \ ���� I GARAGE pG � I p�tc v�k coioRnD�rs' �xc. � \ PG � P400 I -� I / / \ �� , � , . ��.� � I I � / � �� � o �,` � i � PROJECT N0: 2001-134-01 �/ \� �\ I �M ' � I � �NO.E DATEE DESCRIPTION / �, � � � I F , \� � \ , ! �, _ ._--- � - 08.25.03 DD PRICING � \� � \ - � � - _____- - �=--=-- � , , P-3� _._----� - 09.15.03 FlNAL DD / / \ ' I I 10.10.03 CD PROGRF�SS 1 , � � I x - 10.31.03 ISSUE FOR GMP � - 1230.03 IN PROGRESS � ,/ ���� PG � PG� � I � n� �,na,n4 i�.ciiF FnR r.nNSnt: \ / / \\ I ---- I � � � \ . � � � / �� � � � �M \ I I / \ . � � PG , ` � � ' � I ' '�, /� ` . � , i , �\ � /� ��/ . � � ' � � -�, � � � , � �, PG , I � � . � _ H I `�, � � _ — � I __._- __--- - � . � 4 \ ' PG - --- - ' � I O / � � , I�. --- � � . / �€M _--- - -' ^ � Q / ti y ` _ -�'" � � ' \� � ��.` r ' I � � �� \,/ / I \ PG � I � � � O , � � , I I o � �� / � I � ,, -J ' I � I , o � I 7 / � � � I i �ox$ cxtet catrl . � � K r � � ����� Q I ! ��.,._ -- �L � I , �. I - ._--- I , ► � Q� � � , _ - -� , w � �`� � - - - _ i — � ° Q � p Q \ I -� � � � � p ❑ � ,/ `. � i � '� `�4 a \_--- � I -� � � � � � � dd �-- .�- d � ~ � S — � � �� � � — � � � 1 � 1 — .._._. _ _.._ — _` � — � � Vail Park & Garage Q 12 � 4 at Lots P-3 & J _� 0 � _ � w � LOTS P-3 & J � � _o ELECTRiCAL � � LEVEL 3 GARAGE -,- o � N ��� �. -?:}.w�:T, ��: 1 4 � ,� � 1 ELECTRICAL LEVEL 3 GARAGE PLAN � SCALE i/8" - i'-0" � � � s � � _ , , , _ p0 RE�/ O@�' ."`. S'�'�` 0� ,�Q,OBERT � :�� o , � � � �; .� . . • � l`�,:��,� '------' . SPRINK � ER DEVICE LEGEND GENERAL NOTES. �NALE�� SYMBOL NAMES � . ALL EQUIPMENT SHALL BE NEW AND BE LISTED AND APPROVED BY THE STANDARDS REQUIRED BY THE SPECIFICATIONS. � FAC FIRE ALARM CONTROL PANEL 2. FIRE ALARM INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES AND STATE LAWS AND _ ANN ANNUNCIATOR PANEL ADMINISTRATIVE RULES. SEE SPECIFICATIONS FOR REQUIRED DESIGN CODES AND STANDARDS. WHEN H ❑ RN S ❑ UNDS � MANUAL PULL STATION 3. CONTRACTOR SHALL BE PROPERLY LICENSED AND OBTAIN ALL PERMITS REQUIRED TO PERFORM THE WORK A I�I D � I � H T � � A S H E S O HEAT DETECTOR DESCRIBED IN THESE DRAWING AND SPECIFICATIONS. � C A � � V A I � F� I R E D E P � T Z SMOKE DETECTOR ALL CONDUIT RACEWAY AND JUNCTION BOXES SHALL BE INSTALLED IN A WORKMAN-LIKE MANNER AN � 4. , , D BE SECURED � A T � 11 MONITOR MODULE TIGHT TO THE STRUCTURE. ALL CONDUIT AND RACEWAY SHALL BE INSTALLED EITHER PARALLEL OR PERPENDICULAR � MM TO STRUCTURAL ELEMENTS. � �; �S TAMPER SWITCH, SUPERVISED BY MONITOR MODULE � � 5. ALL CONDUIT, RACEWAY AND JUNCTION BOXES SHALL BE PAINTED AS DIRECTED IN THE SPECIFICATIONS. � � HORN/ STROBE, STROBE CANDELA INDICATED ,� ALL PENETRATIONS THROUGH FIRE RATED WALLS AND FLOOR CEILINGS SHALL BE PROPER Y �_ }� � � HORN 6. / L FIRE STOPPED AS _ � � IGN OVER O �JT � IDE _ ==-Y ���-- REQUIRED BY THE SPECIFICATIONS AND CODES. ::�rs4.-�:=, - 3 � ._��:,�:�.t,,, _� MINI HORN, WITH 1 /8 WATT "TAP" ������" �' r� �,�.�. MINI 7, SMOKE DETECTORS AND HEAT DETECTORS FOR ELEVATOR RECALL SHALL BE INSTALLED IN THE CENTERLINE OF THE � =��� � � _ y:��_��_ ��rt��� HORN � AND � TRO � E � _ �:t� __ ,-�����T ELEVATOR DOOR, AND WITHIN ONE HALF THE LISTED DEVICE SPACING FROM THE DOOR. ���; � F���:��;�"=r�y• ry���� y� y�1 ` ' � -� �u,•!,�iY. O STROBE LIGHT, CANDELA RATING INDICATED g. ALL CONDUCTORS SHALL HAVE NUMBER AND CIRCUITS IDENTIFIED. '� . � � 0 CONTROL MODULE (NOT USED) � � SURGE SUPPRESSOR 9. ALL CUTTING AND PATCHING OF SURFACES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. � � �, PIV POST INDICATOR VALVE TAMPER SWITCH (NOT USED) 10. ALL SPEAKERS SHALL BE "MULTI-TAP" FOR MULTIPLE SOUND LEVELS. SETTINGS SHALL BE LOW VOLUME. SEE � � WRITTEN SPECIFICATIONS FOR SOUND LEVEL AND SPEAKER REQUIREMENT. � � �LHD� LINEAR HEAT DETECTOR (NOT USED) � � o� 11 . THESE DRAWINGS SHOW SUGGESTED DEVICE LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL � �----_ , �� �o� �� EQUIPMENT IN ACCORDANCE WITH THE REFERENCE CODES, STANDARDS AND LOCAL ORDrNANCES. o� � '`° ��� �� '�� �� � - - G, 12. ALL THE HEAT DETECTORS SHALL BE THE RATE OF RISE lYPE, EXCEPT THE HEAT DETECTOR IN THE ELEVATOR J'` �c�� Q �'`� �`� � �� � � MACHINE ROOM SHALL BE THE FIXED TEMPERATURE TYPE. Q J� �'` �J C� � �� QQ'�Q'�,� pJ �_ =C� �� � �� Q �� ,`p O,`O � ,� �� �' �� �Q' �JQ �0���� O1PNEft/DEVELOPER Q ��� � ��Q �Q JQ � � �� �OQO� � J � � � � v �� VAIL RESORTS � � ��� o� � � o� o� ����,= DEVELOPMENT �- � O� � �� �'� �J�' vQ��' `'�� A OM o oxano �� � J� ,� J� o J� Q�v �� ��v v Q � � o v �o � J JQ ��v � �' �' G j �' ,` � G j � exc�cr oF x�coxn � INPUT 42�40 _- SMOKE DETECTORS: ARCHITECTURE � CAL ROOM X X X Denver, Colorado ELEVATOR LOBBYBcMACHINE ROOM X X X X �U�, �G� ![ONROE de NEIIEIJ. ENGINEER.4, INC - P OF ELEVATOR SHAF-f X X X X enoN, �oLO�o BOTTOM OF ELEVATOR SHAFT x x x AB B R EVIATI 0 N D RAW I N G LI ST '� �G� ABS CONSULTANTS, INC DENVSR. COLORADO ILION LEVEL ELEVATOR LOBBY X X X X TOS TOP OF SHAFT SHEETS DESCRIPTION �S�E ��� ', H EAT D ET ECTO R S: ,� ,�SO��S DENVER.&OLORADO '� ELEVATOR LOBBIES X X X X BOTTOM OF SHAFT FD 001 DETAILS, RISER,Bc CAUSE EFFECT � Do�,� veu., coLOxsno y ELEVATOR MACHINE ROOM X X X HI/LO HI-LO PRESSURE FD 101 PARK LEVEL, DEVICE LEGEND CIVIL SNGINEER dc SURVSYOR S U P E RVI S 0 RY SW ITC H PEAB LAND CONSULTANTS, ��. ALARM PRESSURE SWITCH X X X FD 102 GARAGE LEVEL 1 v`�` �°�°�"°° AMPER SWITCH X X AP ALARM PRESSURE SWITCH � o��� P S P RV SORY WIT H X X FD 103 GARAGE LEVEL 2 �"�''°�"' L�°. WP WEATH ER P R00 F � ��°°, �°� SINGLE OPEN X X FD 104 GARAGE LEVEL 3 PROJECT N0: 20830.0, SINGLE GROUND X X �ssuE �ssuE �ssuE N0. DATE DESCRIPTION WIRE TO WIRE SHORT X 00 103103 FINAL DD SUP'T 01 01.06.�4 ISSUE FOR CONSTR NOTES: ! FACP = FIRE ALARM CONTROL PANEL ANN = ANNUNICATOR PANEL CAtT � E AND EFFECT I�IAT � 2 R IX , PARK LEVEL �5cd IN� 5cd GQR� ��$�x nRr�$ `"`� WP � ����� 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd v�1L� n /� � GARAGE LEVEL 1 �� UC� 5cd 5cd 15cd 5cd 5cd 5cd A� N o � Q Qa � q�o❑ � ° G A R A G E L E V E L 2 5cd 15cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 15cd � �� z Z PARK LEVEL .o s 5cd 5cd 5cd 95cd �A C P GARAGE LEVEL 3 Z s s s s s s s GARAGE LEVEL 1 Vail Park & Garage , 5cd 5cd 5cd 5cd 5cd 5cd 5cd 5cd 15cd MM MM MM MM at LOt3 P-3 & J AP I/LD AP I/L❑ . PH�NE LINE 1 GARAGE LEVEL 2 Z Z GARAGE LEVEL 3 S D�DICATED C e o s LOTS P—J J CIRCUIT RISER - CAUSE&EFFECT . F�R� A�ARI� �I � � � DETAILS - FIRE . � DETECTION SYS. �D 001 � i ''-----_____`_ �� -_`�-_ � �-1 � ''----._�,� �``'--�` o�PpO RE�iS, L.'1 VOv �c��0 , � I . . m .� �� d ��"'--'""- �� � �. � . . ''-_---_-� -`'�--_._ � � �6il`•'�� . �� S��NAL E��\� `'�`''-�_ -�;., ,��....� � _� '�-`'.--__ `��;�,�-;'-��y:;- --''---__ � � ��� �'fi�.� -- �--� ' � � .� � � ���� „�'°� �, � ��� � ����4�'�'�--- h�,��{,s''-w��.s..a�� �. �"�----�.. ����s��.��+A���r'" - -''y�.� a. -.ts�� r� : -� z ��z --. .�,�. `� � � � .� �"°y�+'x-t-.a. � � �-..���_ "...-� .� ��`-t�'N � ^�,+�"� � -� �r.rr.��-.�. � -�'� =�`� `�- t �"�`"�� �"���,'� '�"�"�.�?.'*��.`"�� s�°�-ar°�� -�'�i�-�'-'�- � �-ar �7 �z �-�.�..,��- � a ^ -�' .., �������''k����-�'�+-��.;�'�y,��`�t-v¢��''a`�-� �"'��x.l�"� -.c-.-� �- �, �J -....�1 "�-_` �-�.-. � - k-,. _A � -' 'E,��� '�'�'"c.�� � '��`S>� 'L.-..z:x�����-t���"�"iYt���'��-3� }� F€ � s �s�i -� '�;.� -� �,�a� �. .,� "� �. g������`��,��a.s,�����t-�^c��' '�-�m�. �- ^�..�x�� � �_,�_�.. ,� �.�+�� ,�i�`�Pa�e���,�a���--� ���, �a�C'-t .,rr�.a��.���-�-�ss�'�q�£'�'�".���. � _�� `� �- �' - '�� - �..�,�, -����� `�,� � ��. ��- �,r � �..��°�'°,� �'�� �zr�`°- �' h-� i-.-�����r�.��-. . ,�.'-�"i``�.�s�'�`3�`������,�°*�5-...`�.F: `T3-. # _,��` '��-�'�� +��.�s'�a �� -� �'�'"' -�- �,�"�-' .�"?`t.r�c� .�t- Tz.�v, - �''`--� �t s'. ��W�r'."* ��T�."��-�vs�"°��a�.�k �'�.�.'��.��"��������-'�� � �� _`` �^ r��'�'��'�`�"'*���`«������"���'��x � 'f-� ��tia�a�,�� � ��'.r �����"T ..�+"�„ .� ��'�� s�`�'�"`'�'� . �h��'� � "��. °,�'�;;�h'F"- �.e,'w{x`'C` _. '_�� , ti� -���• �� ._y�,� : q�`�� y e�� °�-a�.-� T` - � _�, �'�..�.'�._� C'� �l����������g�'� �.� � .'nit §t�e.e l.. -3� tf �, ',�+��,F.�"��- �', � � F ��'°�e.,s _'�, ?°'- ' _ ����'�.- '°'e"��, � �_' � ��, .�'�-«�- '`�� �� '� ��„- �`� �`-. � � �"k s :`�.��' '�"'-���� � '��`�'�.-'�� � k'�,a, i �1�� (/ � -y"_: c '�a_ �� ~~} �� i"�`�� � � � ��:�'���F�'��'-,.�i� �2' - � ,�'� \ � ����'��������,� I� � .. �'.#`.�����--�.�'+�.' ��a �� �.'x-��^$r�°°'�- ��n, �*�� '� �?,.�'"�c"�r E��� �'A �`''�� ��.s'� -�'s` .� �,�,t'�s'�:a'�r�`^-t�'' �� � , J � ��� � ��� r .��-t"� "" ��i- .� . ��a��''.�-�'��y���'`�'� � � . -. �����`� -s�-'�5. ����'R���= ��O i ������� � ���� � O� �� � I � �s* '��� .� � ,� v �� +� M ���-���� � ,�'�1 " �,�s" �yyl�� � � �'- ���' i� � . _ � Y V � � �- x � t' `��' � �, �'�� y� � _ ; � : `��, � �"_ �� ��¢ r '� ''I . . .� � _e, i�� � �-r� a - _ ,x��*: �"z`���,s�n,� � � � � �' _ .." � {\ � ..�,- --�. a,� i em�"°`a"� `�-'�.F�'�'���"' \ \ O ", _ ,. �T"s"A' "�c`<'�5�..� $��}���"''� _ �'��,v."�`� ( ` - � � � I � - ` � _ _ g`��"bT����[�2'����'�K$ ������v� . � �3 �r� '"k N��.' _ " � �. '�'�3"��-������..��'�x�-,.+�_��`�3'=��'-���'� "��� � O -� � O ��� �������� � � a � ��'�.�.,��,� � _ � � ��x=�z �� �.�, .��-_,.�# �" ,^:� ���'��`�,�,s`���a����m�'�'��5}���-a� ,-� :�w�'� ������"�����''��"��.R �� ,�.� � E..,� �� � � �,, � �_w ���,� �'���������� .� � ��� �� � � � � f`����� � ����������� � _ �� a ae.:�-3` k`,��,.�.y�`�""`c,c��"�'4�,� r.-,y'�,S�i� �.�'t''�° '`"` � /' �!x �,^rE--5..��^�,�. '�3- F' -��a,.�'�' �''�'�. O -..a,���,y�.. �"`T��`.�,;��t:��� h�-4� '�` ,.�� .�u�t"��a� .� �rv�'a`��„�_Ar„y`"#c.�",��`J"i "�''-� �1 + �'k' � x ,�� �s3'�' � � ..4�'���'4 °':� : ���y���+�- � � a � �3.f�� �-=�i��;� €���a� ��# �,�° rF �� � � � � r / � -- ��� � �- ��-":Y�' ���''� �.,. ..,x� r� � � \ � '._ s "= Ya� � i � �^"� �.^�r�?`,t�"�n''e�a�d-�- -�� .�i .� � �,-�� � � � � �- ��� � � ,�, >' ,�,"'�.�- . - ,�,.. ,*, y�p-� �.e Mth,�^ � �... Y. ,.;� � ��� ��° �'°_.,'��La-.�'� ��-."�.'��",�� -�"�`��� � � � ����'�^+�`�.*-.�.xw����r����-��'Si'�''`_�'�,-F-v-Y*�' :,�° �1 � _ . �y,��,<��.`�- ,t,c��e''Y e�.. .,v L ''-� r°` -6 5�.�.-� �r "�_ � .._,,,_ "+}- �+�'^a � x�'r � e . p �.�uwaz- ��..c- S . .� )°_� "�'���,�,����i�� � �s- �.��'s`a�-���,��'�-��' �. -c ";� D a�s.�`" ���.�-���f���"� °�.r����� -'�'����.�.�����-€ ` � � � �, ����','�,������`�.�`��,��'SL-�=�a-�^�'�a.���..,��,,.����`�`�,�,�,�.s�`� (J 1` _ �-s-�.� -=`��` � �- '������" �a,-3^�- `�.`��*��� -!� O O ��. ' �{ `'z."`�i� � �;--�«, `�����€����y''�� �,�*#-a=� �'�'��i;��,� _ � �� _ � � � �w`�.�aa �;,����� �t�`a�-.�„'�� sk�-���`w�`������.,��� �;�3 � O "'�,r r.� }"�f�° .w�.-���'',�,�_„� �'��'�a��"�^.����'�''"� ,�'�.i�� t� .� /�� �� �����✓r�'�-�r.� 'y'f. , �yyn„��-Z��}-,t„�������-�' ��.-3t�£ '//��,�( y�\yj �w� � '��-�-��+4��� wt-�^-� �'�'�'S -=t,ft�,.'L^ 5�°"�""���'L6'+�' � 3 y e:� ' �/� `! � �{ �D VE5TIBULE JL. � ��7�c�- _"� '�-a'����G��a���,_�_� u �� '���+�t. �+ �'j �^�`�a�������,���`���'���„�.sa�a.�.E*�� .�`x�^,���`��- -r� -�"`'� _ P707 x a�� �- 'v�-�-°���� �� �# _L'v qi'+. ��.. g;-t ��7z�--� e,� / / � � i .� �-' ._x 3�° ���� `��. A-6 w�s� 'n-4 � .3"'�`�+ ��Zs� �,s _'�� _�:�=-�� � � _ � -� � �-��� � � � � � v 0 Mrlv i ______---------- _ ,� � y _ � , a� �s„�-�y �•�`�"��-s- '��e, �.. #�+� �''s . '�'� .S�-� �-.j o I '� ;5, t¢--k'�� � .�-f- .,�SC'���ar��'�GU_.,..�"4 "g-� �_ �-,�,�"�'�_',� rf ���� ��� � � ��� �� ° N � ' �# _ ° Nb � , � �, s!.:��,,�.�,r � �;� �� = O�PNER/DEVELOPER � � � _R j Ar ' 3 �- � £ � ��- .�' �����"'rk��s a- . .- �,r� �.JS> /�,� � Cf� jj � VAIL RESORTS k �- �, ^.a -a'� t -- �'+F - 1� >.*'+,�''�-�`k f,'"s. �',�„� _ �""'_---•� J/ �J � �� 'c� � � _.! ''.- t f «w���,..�. �4 �� �'L S.�"��,.,u ��s,,"; �� ��` ��.- �-""''°r" � :� „�. r z v x � '� � z � _ � k � � _ �`s", ,� - , � ' -c� �-- -a � s -33 � �t7 ��"Y �F�. a ��#���,�,.,�,���=� � oo P,oz � � DEVELOPMENT 3 STAIR 7 � --^� „� .'.x i �� �� ,� � �,., x� �- �, / „� COMPANY � �� � � __c �����,�-��ca :��"` . 4 � .,��,�'``�i�'t-.�- . �' Q 2 AVON, COLORADO � � � � � ��� � �,� � � � �� / � O / - ' � z `,� �'_'_ "� ^-� -a' '-: {.�°,��, �s� _��,,,},�, � �'J�� -fl�� � �'-� ��YQp. y . �s ,<�,� ��Y �x^��laz �."c�sa''�'�.s� �. �a�.��;��������_ � �s - " - �� � . p .. � � xwe�. k � 'd t t�+,z twt��r-,��'�a��`," v�-""--��� @k � �`��"� ;M.`�. 'P�P's`� �-a:�-*�-Y �'�''���'.���. -,�.'` ��4� �����'$ �. -y� s��a��^`"� ..� 3�r � � �, ��. s �.�xq �� - s�'���m�++�¢^s� ��,c.rx.�x 'a-s .u,+v�i� . � �'�„,e*�� -�„� ,'..ts �«a,T - ;�a�� ���f�^� �,+'�''��`�,��^��� '�����',�,.��°n:�`� _ ;�� £� ��� ���- � �������} �-,- 7 C AEiCffiTECf OF RECORD ���,�'�i-��� ` ��� �"������-�,�����;� - �. � �� _ ������� � o o � _.----- 42�40 _ ��" �� �. - -� .���*-�'��`.�;"� §���- ?`�"��-t�� �ti � �E�� .�� ������� ,� � / ARCHITECTURE , `��-� �..�-���-.��,��n ,�� _� �_ s Fr �- P� Denver, Colomdo ,���� l[ONROS dc NLt11ELL BNGINEII2.S, INC � � � ,,s `' ���; � `�. / SfRUCfURAL ENGINEEIi ^ 1,�'��- y�,; \ =��°�,�:.,,<4�" - �"1 `� AVON. COLOIiADO ;,�;�ss".= _;=.��` �_ I ';`'`� �� ! -- 1�P SNGINEIIL4 '�... AHS CONSULTANTS, INC '� ,f n$xvEx, coLOxsno LANDSCAPE AEiCffiTECf IIF.N% ASSOC7ATES DENVER, COLORADO � SHBRRY DORIIARD ___------- veu„ cow�no CIVIL ENGINSER dc SURVEYOR - PEAB LAND CONSULTANTS, INC. veII., cor:oxsno � si.sxx ssrsr�ac OVE AI2UP dc PARTNERS CALII+ORNIA LTD. SAN FRANCISCO, CALIFORNIA _--- PROJECT NO• 20830.01 ISSUE ISSUE ISSUE NO DATE DESCRIPTION , 00 10.31.03 FINAL DD SUP'T �_�� 01 01.06 04 ISSUE FOR CONSTR ;�°�� '� ��.� ������ � � ���� - ��������� ���F .��� � �..�-----.,_..----`_ N`3 �-5� }` � � -z+ � � f � ��i.� �� .��� ���� � w..,"a.,�,+'aN ,�Hty '¢_"_ ^''tuh'+-�•x* h 6. � �� - t � � - ����`v � k° � � �� � � T� ���' �y � ��,q,-` _..,__' � �� - r���, ` �.�--�° � ��,�"', �, ________-- �� ������� � �� � A,t £, ������������� \ �� ��������� .� � ;��''����� �A�` �� . �,� � � ,, `;, ���`�`r �`'r" � � � �. -�' - �� '�, n� . � � `� f � _.� �+,.�s.s�-� =`� �.e ���.- s� � r�' ,��, _ ..F nss�."�x'e�-'.����'?=��.�, ..- �4���.'.�. . - - " . .�- � �, �"��-��'� -�'''��.� . , � \ '�,+�� 4�r x4��a- ' . � -m,v. �"3K .�.�� �. '�.� „�^'.-.�.a'< a"'��£ ���^�""�+, \\\ �,? '"Yr_��`'��Hw.a�"��� �.,� _ v �� '�`:_ �" ���' ht� _ ' Kr �^fi� r�'. s5>:a.aw." �.° ������'. \ :,5 i`-^c�,.�-'��'� "�`, ".�- -'"�s''a,J� �-� �� �..� � ,.n,"" ��.,..���.- - .�'scs ���=�f; S�_ ��..#-�� � "',r ._w�� �,�?;��� s�E�i�,�q ��:: �.�- x�au�� _r Y _ �, ��_ '"`� k �...,�.' .�. �,�_T �3� t� �.sr ,.'R .Y,'��'y- �°� .".�r.;��=� �k_�, �'s. �� � ...�'`� ��� E,, :� ,�'r��.. ._'�--� � . � - +�� ,'y�' �'�4 � '� � _ _ � - - _ '+ - e-� - �1�� - -- ";�. ' "p''- " ��"�' �y` ?' .�' - , � .v,,�K -' - - .�-- 4 _ 'ti,A-� - - _, �; ������ � �azx�.»,.'-�� �.- ��' , �. ��". - - - - .��� - - ���- - - _ ��. `''�`� `��r-:...�..� t.'.-�"�"„a,.`�.'��.-.x. .��-,.# - �--_�'.�� <���� - -� - .^a*�;.� _ �"� s�- '�" - � - �� K-�--x„�.. '� �>.r �., a�,..,.;� _��.,�.��.;;.:,. _ .�,,�°�`"_,� �-��- .-.,�.,s rTe.�✓r,� _ _ a��c x�.. � .,.rF ���e - - _ -�'.^"`N- ;�r�+',.:_ � . � - .��. .x ,',..- '�s: �a.r' ;rr.�.a,��5..=.�:x- _ ,�y�J _ . _ _�, - ,�-'�,`^'s�. _;-,,ry.,�. �'���-f" 4g^.'�asn+.lh,_ "r:� =^e2-,. ��'-.3,; _�-�+,.� a»„�3.. ��r ...s'-, - �..e: � a,..,, .�_�- .i=.. '« " r�- . .x.. . r 'w. _� � �,�. tie � '�._ l ' -'�, '�: ,�'. '�'✓"� �"-. � �.-, �^. � 3 � ' ' �. ,x �-..;�t.-. .a � .V�� :.-r` �. ,.:-T�r� �'., ���'+ -.s 4 .:-$•:' ,3 'C.�.�._ -.r�'°'�" ��' K.X�xy �s='-+ -�q. �5�,. �.�'�"'d^� '�'��" i#:- -�' "K: " �'�-�-N - ..��- 1,:.. .�'r'��`_ .5!. �`" - - �F aMXa-� - ��-?..�r Y .�' �� ,?� ,t.3�'� � 3� .�t � :r.az .x. ,�s,..�;.. - �.�.:,...,.�-'er'� _,#,c, ..s�'�.�.eyx�-=` �' - o,.:�,, r�.--.��1 ..,t.: �� �°�,".�- .'�'b��` .-^.� ' - ...-�''- - �s-:� 9^ 3. __r-.� t '`�`^�'�3. ,s�-�_ -3.ti_ .''4" �, "' ' -�"Y* v45�eta:�`'i- - '',.1'_ :`��-� '�o- '�.� �. �=�`- `�w.,•° �.r'�'t .``�s :s ��� a-,_ s,r' 3m �-- �i- �w., r.;.`;s': � -=�: `-�r' '� - ��� '�.' .�� - '� �*� 4'�:` _za.b 4xT�,� �-"Y�._ �b��x 3 a�a. �.�_ a�`t,-.�-G�.S�, . � � '�. ,'�k.,� �m-.,. �'��-�v��--���,-�'*:t� _ a - �.. - '�., . _ - �.- .-.��-:�` �`�° �° �_ �: . �..�" �..k �-�'� - - >.t_ �. .�_ �. �., ��� _��� �_ �"�s�,� " ,�,.rt L�----- � � '.�.-�- ��-e� � �-- - �.� �_=a _���€'++3=:;9�- �� �a zx.'�_°'-� .-r�-�cx: ,�- ' _.' - ��'������;x_ ,- > - ,...,..r',..�.:""�� ., , ..> .�" �.�,. -� 1. , �.,- .,_�, .. t � :�..,, �r.--,..�...,,..,x' ..a«� �1�,�.vx.> �•�_ a�- �-+' „�'�+=,..`�-s�'.��x��'-�°`�'�-��`"'"� �-�--, - .��-�..T'" -- =`}` ,�� � �, -;�- � ,'� _u �� ,�. - �«_s ���� ,�-�t �, � �''. - - ��'�a�":�'- "i• - - - -�^a:ry�::;,.,�,. .7. -- i„ .t. �€r� �? �.<F..-,.�;.. =s�,,:� - �'-"�i"�i�a�. �. .':�,' .'�.,• - '.���..- _ `.'+��..r ,�;�� =eM- �. �.`�,.,. - -�'�_� r�,�'s��r�. ��.e .�'°�. ,"`^.� -��....v_�" ��' �"`'�-`�^". - ,.,. .s .�. �. , _ y�. �`s.." �..�r' 3' `�'��a.,.�=v�� .-� .-.`� �, ..- i,- ,^�� `� �; •x ��a.��- � �-�,�:�%' °�� ��wt. �y�;.,���,a=� "� �. .�-�°` >s. _�_ < ��� °� ��. �_�_. -�+�- �=� -�� -Y�.:. -� � _� - ,< �'s�, -a .'�s.x .,��.' s-H� .�� � �'�w...�_�.,�.5� ,r�,,� _ �.., _ _ �•3 � �=. #�_ "�'�` r�`�'�, _„�,_ , •,� '������ - '+�' "^��' ..��..�.ra '�# �..�" -h-� .�4;.�. ti,z.- -�;m ,� ,-:_�_ - �� - � ��-�. �''��� �� ��t�� �-� - �a ;�'s �. �, -r-r_-. .'4 x :�` _�S .-,y..r- :r 3.�- r�_ '-"`:a., �h r.w-°'S�- - -�-- �= 4:,a. ��Y _ �-,_ �t_ ,s -y�""r' - - +��. x k.°> - --.=z`��v'� €-� ,s�.e �:a"� ,�r � 3 "-:.��'-�- -a y 6 ..:t% .a^iF'< e"'�-Y3.�� "�:'. ,�� -`�. �. .fi�-?%"'.t3 _r'+::?:ti- :�: .�._ - '�"Yi .�t .�' �"�`__ �'� -.3v £" �"°si' .�.._ .c.v�__ i"-+�s� a 9.. 9-.� t� Ps "+.�€Y� � f.ct.�, e _� - - �s< :z�,� �`�`°� �,�. �=4� '�*� �� ..��.,,, ,���,�-'< . -�n _'-q"' .��-_'� �, .,�.,, :s-a,_ .:�= �'y_ _ .�,.-r�s�.�. �r.,< �w - - -'z`„_.: - +'�r.. - �'r=�E�>��., -"y�t.r�;� ..�r�' ���. ...�., _._ �:.y�`..�-,.,. r. .,;t�- *���- .��� .'��i '�-� � 'M�� ,��, �.:c_ �' ,5. � -=r. ���LL; ,�,..-'-`"�-r�. �-.t^",�_ �+a":-�'a ,-�^� � us�.�. u-a.,. �, >7. - - - - �: '!..,.s�'�3-""->.'_` -°'-"%"z� - - .�5�=�.;z�:,Y ».�"�.�-� r"<- -.w-�;k�=:'�w�:r=.�..-:�_._,..>- a. - �: ��::�w"-�.��...� �:b�'• �`4� *'- _ - _r_.. ".1^� __.x"'-w >. .„r- =#�a+s,r`�..rxs.. .,:�.,� }',v3::,.>3„:'-�',�'_ z-� z�, �`,.ws- �r.37 ,:�„'-� �,:�:-� �-� w� ��� ��s. .�- _�° �-a:-�. �_�. ..�, - F_�. ��° -.a. �___ _�v=�- �� - �t �-� - � � �_ - - °,� r :�-�T�-i:��,�.� �_ �. N�y- -� - - c�: ..��e '� ,,,.� � ,��� - �.� �=�.,�- A��.� � �.�= �,.� �'} -*�.a z=� � �. ._�?; _ ,� -=�:. --+A� -*-�..�..�`-:� >�..'.�:z�.-��-;.. - ..-°�'" - � .�- � *z ���� - . _" ;� r'3s* �-��- i:� .� - �� i.�,..,,,.�:�.. �� ���%�n �,. ��.� � ",�='r z s_ �'-�..`_�� :��s - - ' �xfia�... �� �.-,.�g - - - �� �a'�',=�h�_.�.s�,`w�.�.'.�,.�..m-.,v. ..::u'�.''�'- 4`.�°°k ��,'i•a���a;.t. �a�� ',• � ..._ �, ...a_,-,t. _ ,_.:.,,� .�' "'"�_ _...�x. ._. �-�' - �r�- �-�. .-a^�,.�< �F ^_., :� �.�"`'� .�r�:-<- � .�.."� �- � .a�r ��_� ��- - - s ti. .,�� �> � _+3�� „� '� - � �. ,� .,� .�- ��-�- -� �-�� � - ��.,.w' ^q; _ _'.�,rr,,�-.i"� 1F.3 L g .�^?�y` i;^�"5 ,'.'P"- .3�-� ..k. � � �"-�3,: .S'`.�". 1e 'rsae - 't.--� =i=� -�t-.- »�az.x -i°sy.� � �,.e_ ' _ �'.� _ _ ,�. _ a x"-'•� -'4� °'a;... v�.°i" `�� ;�� �,c �� :�,;, _ � � � �, :�.�`"_ .�-.��'r-� - '� ��„m ��- P,.�� -� "� . ,� , _�. :«.._ n . . �, . .R �, � t- -.., :�...�s,�,... -. -. .�.....3z,_._. t x,�� s.•-, 3k.�; . -..._.. =� _.- - -3,� _�-_ �-.. x. j r�. 'c x. �-�... --vr �.�c .�:� r ;�- _v_ _�' � r�..._ ._.-n.:,: �...� 2 ,e`-,�- �,... -,e u�:. �.. '� .��._ +� �� � Y �-z�:_ ,'�^. wsa- �-. ::•,..� k- -5..�.,, \ �;a-^Y �1�' �„ _ _-°C, "_ 3 m'W�- -Y_,_ .'�.r - 2, ' "w+3 3.�.^°_ _d. 3fs ^S`. �-r`° �•:�2`"= �,�_ .n�" -.:5�: arnhs T l. $.-,.�`5 x�'�- �'� �k' ��_s�,. �- s � _`?�r '� - k;:�e,� :� -�. . :�_�,._ . .. ��_, a .��; _ .,�, �;��:3�'; �-� a. � �- �- st -� xa- :au��;, � ,>, ��� � .�3 _ .�'',� . � -. =e�<- �e.�,. -�'f-: _-�.2e:. „ �°� _w�i- �.� �•��`� k ,� =r - a�_ c.�. �-� ,s��r. .a= .,�,�� �� � y-.� _:�` �.� �' �-��, - ��`es� ,-�r � ��_� 3-� ��- } .�x��� .-� �_� �'� ='�r .�.,= �=% �� �:.+;...�.�_-�..,-. ..r. �,� - -��� fi ,�,�, .� -.� . .3-�. -�-�-w, s'�`�.� �..y �. 5"�' t ,��'�= -"c-',,...,..``'v .� ,:z�_,`m --,� "�-`,t4 -�z .�L �- - 'as .=�':' :�, t��--�': _.�.-� ��,_ ��k� ��s� .� �.:�:_ -:�� _��-,� �" � �.�. w��_ �� _.�. �-�._ �w_ �-�- .<,� �:-�.. � _� �y �z� _� -:�t �;�.a .� ��� .�_ ,.�. .� � -�:�, r� �-_ � `� :.���. ,� - .� -� .�-t �i - -'�.-.4�' ,Y�"�'�`� �_ ��'x.". �- .e�-: -:'„�^ ' y „�'`�>^"°_w .�'�-�:--'x �` r�. '�,: ,�, - s �*=�y' -,� - ..'Sn'= � _ �.i��= _ --�".,._ -�' -z�-� .=�.�.�,o- ��-. _ .�-'a�`���.. �.x'�-- ,� .:�w., ...s., �� - .� -�:.^!�- � �.f -�^' �ky'ai.a-.As-� r4. - ,�,`.."�� i�.. :.� - -;3=. : :, .�^' ..�5 � -.��,�_#w _�'s. .�.,�-- � ' �.r�� f.r-,� _.-ca --'`�'w X* .-3t�fi �r`,::*- '� ,..��-''�.-° �=' s� '�.F'- ��s "'i - rX�'�.-+,. ,�' _ -4�.G ��- +�_° r� s�'� ..m,+` 5_ �-'���:-_ '�+-j.�` ..@.�� -,-...,�..�,�..- �...,c.�.. -`:...�+� -,s'...u" �^:..'.u-`�•_:�.�y .,�.-�.Y ,.._°'�`�"` .,^.�' �"y'� �;$-.g. .,��. .�±-a�:.3 .-Y3 �. `{�sh�M1'a .,.� .��,°�. . °'i.•s-�a.,+t g•n�§,a-.��c. °y. ^S?s . �'�e.. ,T.i�`-'"''.....�;.u..� "���-: -� :� .y�.� '.. � _ c�'n'. .Y?c. �a�.,r'�..>,a:r-•r.a =ou.a- . �. .. �.: �.�_ -.='u'�'. . ..�, ... � ._.� . �s h� .- -wi3.#?�.xrs . ,�„t'f, _�u 4 Y.;�+F. "wn4 C 4 ai-_xd�s.r .�"� �a...�5� ^��'ti" .�.i���- .f.�" .�..z7 .r'?�f' �.. -...'� "M.a. ,6E.�- �-� '`h+.- �y�� - -'€�z�+"' -..FSfi"n, _.3iFC...-da,. -k'W""�.�&1._..4-.� "w"u:o- .-.� -Lir-M�: - .•..S+c ad4m:.�^.s 1ht." � u.4. .al. :���.�.i.n. _F ..�:e "��'Yu` `��F �.3trx�-'�"='�i L. ���3- e5!`"n'_sv �'a'a' .v`:,�.--.�-aW.i+ ,k'=, L - �r�.• ..x�h2i�^�.+' ;��.-:.. ?:,S_ n1�.. �° :s}u'�. �.�-� �z 3.E._ a-,�. ��_- n.a� �:.:tr�- e=G_ ,� -�» .`s:fiv.> r� a� - � � '�4.._ „� 5 a �^�-r - _�T- .^,^a cn-', c�;,.. .«"�+�. ,'£�:- - .�%-�s-1-,- _.�R'-.� �: 1°-.�6i, n�r.. =F^s"�.� •`'5"�i._ :.;t a"'!`..».>rnh �._ �.,+�.' d.a �_ :�' ..2 '^�, �3 -�' - "�a ��"_'w.:. "��� �#rv.� ..��y w..;�� ,"'�-y�� +s3��°•`�^--' - �r.��''.= i"4 .'twc n�+t+� -r�m +� =l 'Cmqa" +'c x°d�-�a_ -.3, � "_n.�-"o t C$? � s3x%`r=4`u� a,_:1="'E` .�`z`a 'M'?-�`"'^' ..":S;vm-=_ wv�t�. -r�` _ yr� _�^ �.ya.w�r �.:. �.x *�*` �� '�+�. - '�+, ,:3.=` " .�' �'3:� - a,� 21 '.:�.'�' i - ��. i'4r " { 1" _.�.'w - �„K.'- -..�».:..�y,`` }s, - i,��' dx �..'ia'..3 '.tE- _y�.,».� 'c�"'�.�o� �_'c " s,_-e. ,..a�. : . ,x+ � , � _a..+a.�* -,z' ,w. .�.. __s �`i� _ ._ -',.:3:.'ac5�� .� ��w , �?i �f'.a; '=�.::^v,.. _ . :..��`� K"'a�- 9..e4� � ^:z^. r.�+ �.t ,-�n ' '�$�'".. aXa-3. ✓w�.4'%',-'°. sT'_.. �#4 I�.2'~ :s'� - - '.V�a'3 rJ° .�'y- '�`„� - ��- .� .�`�T':.`2' »�. Y _,.50 _ _ �y� - �--� _a"�- '.�� ��h- ,�v:¢.��' <� '�. _ v�"5%`+�£as.e� �¢� _+„v�....n .i3�;�u�. �5,. 4s+-. �°`. ..�"� �2 ''��` �. �2 uwTZ� �°�OAi%� �,.w�#.i'FYC="�••..'°'� +iP'_ .�3e n�:�,i :>`_ �� 'LC'rT - -,'td� •��x°L '� .�?' �. - ��- £�.m .���.- 3� t�:, �.-. ,y' �,.i.;� _ _. --�� . �*�.,�..`� �`_ .h3�; ,.3� ._}^e. '�y"F .'Yv"!:, ��. -� .fss5:r� s-o-v 3+. '�.=x. �.3' .g'.. _ _ �� .�.> � '�+. �-`4�"L rT` 's'.:s.="...''�Ss-�v..' "=s ,.��- .�vr_ .�. _ �'' �°: w,,�=�.._."� _ _ -J� �. � nt� � , r, ' - ...^x. :y m -. ,..' _y � .._ .�. _ �„ . � _ " _ " _ < _ «�a ' ,+ _-< `�'" .-„-�'ir.c�: .� ,. �. ':.- o--�-.c�»,� .� ' �s.:s-td::,_'s..'t�-�-.,.�..zg--,-s., �, �. r2^ "� 3 - �� .�-.. '�°:.� .r�» ;.�"_ ��"`--�- »'.�.� t*" ri�a r�. s�, Fx.�-'�°� <_ - s-'� x �, a- �� ��. �- _�- � =br.� ,�,��... R�... �; F ,�� r._ .a-�'�z�.:�T' �- _� .-,.:�:° - _�--� - a ��,.-» .�. -�- �F._ .^�` "�� ^=t�- -z:d=,..��,.>. .,r_. -,<�. '^`5--2 � �'s.�,.' .:�,a _� ^s�r =.,.�+`" � �_, <F�" �,� ° ,.,' .-w �._�,..�,r„ ,"_< ..�,.°-e .. ..rna.<`�"'.: . ."4. �k .,. a+v° �,a ,.�`'.,a..r Y � T __ �.-�. ._ ��_�, .� .. _ . .y� :�:. �.,: .-.n�._ . �.; ...,.,..a_,-.. �' YE� �� ��"�- �'"_ � -„F..�._.�x- Nc.,.x-�..�...� - . _�. _ . .�`...- . _.�. . . ...._ _r _ , _ w �...K__ ....�... .�v_ . �� . s. ,.K� . , _^"��, �.,a-_ '�z�.�.. .�-.�. �,�-- ,�'�"_. ,$--,�.r�� .�.��<� ��� .� �.,. ,-�.�s� .� -s� a ..�`»"'. :�,:,- .°k`• z` -e:*�€?u'< �,-.t m-���. .�a_."°.. .j. --��. K-�. _ .�-�:^� .�� r - - �__-�_,- :_��, - �-�., :�r=��-_-• � ,�_.E ,..c�-?.. - -.,e. y�'_ ' 2. �v`7 ��:. _xY zr ..a=-�s.. _ `-`"�=�..-- .,'_.� r� .7_ .�;,3i•a� ,P. .FS.f['` �.�a.'�%•" .r��, _ �.��wo- �t'".�'.t.'¢'Fs9 'c+'c."a'v4r' .+f��r u.F-a4. }�� .f' - � �"tir. _ h F%yi='_ _ • -`l " rve+Y'' _�,�z.,�4• � .5�,�-v'�i,a%f- "'�°_ `�'=- �-€�R .1 6i" m��-° S _ -w,�',,,s,_ _ -�.nS�'�.,,,'�w�«Gr4.E'zav`x+ .�.- �" '_'.�-�- efi:. °^.'`_ -aY�i - s�`._�*' �.-�+.i`-.+"�ia=:.,y,. �'�.._ _.�K3� �- �."^'-'".�'��� ..�TJ���� � �'-�_. .#' a�^.�sz*s.. �� s�'.r '�;'u'iz=. m..t�3'' yT� - S - �#- _..s'�/z�' "�5� `,e: Fs .-'-v- 3'- �'-�.''��^ �._ .�-. .,_f?r_ �_ ��a-" �-, H,� i�x_ v1. �* .as� -�'a� �'#ia� -= �+,.T .�:a* '�°- �.� a-^>xt- ...-�� r-, r'n�.-�. _ ..�,r�'�t'1� lr�` -��aa'+;�+ iv-�� _ q_.. ,�w-� �. '��d'd"` 5^ *-�' .c+�..... s��- -Y .�Si� r�E x+s� �� �''. e}M}�'^E.-. .'��a'„ � .�tr1 dV...-i .S'x°"�.. y:3�, a ...��#� _ '.�a�. .."'._ .'4`+ wi4 �- „�.� ��- �+, a�z srC.- .3_.-P -�'�'� F. ._,�;:��*' �. �•�� a,r' '�` D c a _ .� ,�',`� S E ��,, _.:� _ a.�.,<.�_�. �.. ;�-�� � S 7Y ---4� '�� s�<, x -�_`� :�t �. �- 8 z_ � �, _��a � >r. .�- ,r� p - •�. -%:� \ B -� -� � :.� 8 -� �w;�: ^":�'� -;a,4- .r-`' C °`v`fM� .4 �y. � i. Y' _M �r1.>�.-� 1'3' "f`f�>...a. �°� .� ss.3.'�).'�+.. .'S'." %.. �'a,. �2 C. �k,- _A�-v°a.,�., .� -�..,. -__d, �tk'^r. -^�:��;;-�,z�-� �� 'e�- _ � t':'��. ,.�s ---s,.y� �.�r'r _�.. '�r�3'�-. .__� .+^xy *Fh..s. r*t'...� $ :�" 3 z '�„ �,�e,:iJ�,�. ��. ';.'z�--y° ..L'_4� ��' ?`:`%..�'i4�x r`:.ES. `c'£?�` �, '�'-s�.- s- .�t ���, r*�+ ,r�2+t,-_':.w � ■ � 3��=e�w -3 .3�-a5 - �. �,f,..fM a.� - a� '-x.-s �. 1 �r_- �r. ._a::� �- �,�.. s 0 -ius� -w^_,--a -�.._3-=� ( � - -y�'.°'-� .'�.'_ _ .p.ax .�.. -ii�'�;f '•'z'� �'*�_ .r�->b:-+a. - ..;-t'. i F..�a,: w „4t' G '"�tt.-.!«'.w - - - .:ia4v= „.'si."l Xa.-.v�'w .:.i. �-§. °*z�v }YS'.i. �^ +3Ef. ��.`mrt'�+�e. �"-3. _ _.#-" '.yy .w" .J - � r FT Fi'�yu°"�.w�t _s�'.�,,`y° .*�. �..�. ..+G .�" r'�. +5"w -ayr�-�- -YUr»e:r"� - •'�'�ti�•_ ���° - 1, - -Z° �f-t'__ ..�'£s'&.�y`"-+3..,'_�`-':W§rt,�a. �� �T, - - "'^`tS. .rG '"t.-N ' �*k".��...-�. ..4""2...� _ y�"s- '/.W"-�..: .+Fr�ui4 'Kis��au - ...._. ` r..s .._ r� �-. ^� . ' . . . . 'v:;.?. �za re - -�-'�'�9�S8L� 0.`�f,_ '-v�,,,^'w+..N � *�"''.�� ...�::y^�:�r - :.��., �.=���'ys'^`�`-. - ��...��'�.�'�_�: .�� ',�. "�,'� -'-� - �, � : � ,a .�_ ,,, , _� . ... - �- 1- ..•. °`�5�s�"'`"�:K�`. �� _�*x -� _ ,s�,.,�-� 1j �"4-_ ,.`{LL,,.3:�`w�a -��� -v ..��-,t _ :�-,."'�` . '�'yasrs?- �'�rn�=.2a, ���"' ' - s.,�a �.s�� - _.V�-.,��->>z„ ��..-��.. - ��,. .� _��-°' - - _ - . -:' .. -'.,-,�. _, . ���.t- „�-��. 'r'r.* _ - " _ -3;x,. � ..aw� �- .<>za:�" '-���.°�"- .3'%� .�-5-�:���-,,,.?�r�.�2,,=�+'e4,� - �a- �..��„$,+��3r�+:�; 1{ - - ,��.� _r�. -..���s.".��... ���t � .�.��,� - .�`� �° ;'_-.`'. :��':.z - _ a"�S?��:�� ..}.. .zx�"�s%�: -rYW'.av. ���� Jg�ib?'.��i.=�-^'c�_.4 � - , _ ° f� -F. _ J�h`�°��.1.;.> ..P'a,.-:£�� .�,. �.�`Ye. ..e�_naT* W - 4- x�. -'�'-:. ":�.' +�:y_°.� i:.*'S ��. .aa=m�- - n-Y' - � '�.�. "°'�.� v,��. s.- �" +�y,..,. - �( "a,q' " � c� "� 'st a � ���_ � +s3�.0 .}," '':'_., �ry i?.:4.. >�a..r �:a .e�.. '.�'`�.'i` '�3 '�K- ..�t.* ��''�,.�, -c,t'�" � �_ '�"�.� r. - '�- "',r �'.:�mm;. ,.'�,s-� v.�_ �..�_;.� .�" x '�'�'. � `�^ -�--3.,i,�- ' +� ' ' e'�- �u. .?�+2«"4�': �-.a��"5'h..��.# -�'M, i,r..„ .x�^� -i - r.� �- -�°�.>::� � ,-•�4a�'�� - � �-...` ��'�'a -���«.�^- ��.. � .�^"�e-?� �e,.�' ,.�-s�-L- � � A R -�a"_ y�;t;�„y,• .�. �'� 5 a.: ,s�-� .� _ e..,:._�:r r�,�t r r-^�--ir.-.-r�°a "r�-,,,,-"'t��.4���s.� �r��K"�n:.*rv..a y==r � �� Ts'�c�i � ..�""s�. '�a.:,�.���#2�„�.'�''���.�k -',��,. ,'%�r. ,'r.-�-�=-, �-a?�z '�S. .� � �' - .�=� i„""-" -- `���� �`'�`��. '`:.�-`_ - '.� -�.���`� "°�i�. r�__���, ��s_,� - ��' x� ��-"�-��k��;���-'-�``-;�i� ..aF�a j���-a"�'.- r f' U til L L /, �=��,. .�.; .� V A � � , � .,. >` � � � � - .- : - .'.',A�:-_ •�.�n �.-�a°,."'� ,�`� - y.,.� .�;�",,a.�w�..%E„�' ,i �'"�� ��u'�':F',-+.,c�? �� -k .�=�""s�,�r'�w.:.�='''"�;. �,,.v"�a.''.; :"�.F 1..�`" .�,a,�`�u�� Y�" r��- ,�g`" k.� �: _ ,a�-���� �n.�'� ��a-�°_��:�,��`�°� �'r�.,?'A.,,�:���� t.��`,�r �'r;�� �� _�-�„; �. ��c-,r�� -."�r�" �����-. _ �.^�",�-._-[ r_....3�,.ya"�.. -,,..�;,�i° _ �. _r'_..%�.,-�-��.--.'�'�-„t-..,.�,-._+c-:+ -r-,:�w.`54�t��w:..sq..�_4,.z-w:�,<^s. � ,� ^'i" �,,,°a�;� � �»k � .��,.�=���`?'� _ .``''`��'-ase�..�'•.«3..t�' - '�:�-� �.�'s��§,.�w�,-�-_„#„�'(3- �y� ��''�9�e.�-_�� -�.rr�s:,FS�� �2:� �3_y'�-,-.t,"#�'°,�,�°"t+i- �����- '��"`y�.-3> �-y,�y '�;s� �,�- ���-� ; '�� ,�;�.�,"��„_;"'-`�'- - {rr'•,�� ���"a x'�-' �"�-. .���.�`�`"t r�*-�:�' � _� V V � �y ,�7^.".��� '����-. � m . -.'���°i°�� ?- � � .�` -3-�, ��,. `"v.�� .:r ��"��"f����x'�'-��'��.a�a��- ^3.:-�.. ���«n� ,�� �'�w "��m�� �r F - �.v°�.s���-���� .��w�� � �n. � .�-, X-+��. �a- '� � �m, a.�- e,.,�;,.�,� �'a;�''�-'� ' �. � as�sti y� �-a,��*�.'r=sr -� .�-� �r v, °i�w+...��fi�����;•. '� �„ k �� �x�'�,�,�-� b �$��������� s�"' �ri� Q � l/" ��-- � �� ������ ��� K EY N OTES ��� ����� � �� ��� �. � ����� �� � q a o � �_ � �� � Q � � ��������� �`�,,,��_�`�����'�`�� .� �����q �����, - s.,.���;�����t�����.����t� �� Q MINI-HORNS SHALL BE SET AT LOW VOLUME. �' "��`�`��" � ������ ,� � ;;,, � � �,��.� ,�3-� � `�d �''� '� �����''������� � � �' �� �� � �r 2 HORNS IN STAIR SHALL BE SEf AT LOWEST VOLUME. ��Y.�.. � ����������.���� � ������������� � ��� ���'�:�������`��.� ..r.. Vail Park & Garage ����,���,� �,�,��, �����,�- " �"�-��--��=� ��f��. ���� at Lats P-3 & J ., ��� ��..��� -��- ��� ����������� � ������� ����� � . ° ���,,.3. ����'���� �'��'$�-�� ���� �`� � -�`"';����*�'�� 'k �'����d� �, � ,�' �'�"""��`�, `��� �`` � ��,z �' �. ' ��������������������-��� v'-���'��r���`��z''� ���"" '.,„�.�� '�+3��1.,g �.�� �.,u��^�'� �.,�-��.'� tC - ' aa�.� ,�"� �k��'3,v:� .r°+�`I".r`",x ,F.� ����ss �.�.Y� � ������-���c��,�=��� LOTS P-3 & J �j#�3� 'i�°����`�5�...f����"'��RTia"4""£Kx`3�'"t�',�'� �g �. ��""4 ��� ^-�'�''+3C��`"��.^� f`� .,A� �� �� �� ����� PARK LEVEL � � ..-e,� - '�^°�-k"..°�,� �,y��k; �`�' �ti a�,� a�..�3���'�r�e"�����'=�+ .'�'�aa�'a� _ �,„�'" �`c�" �, .���, '�' t� a.. - ���������r� ���� FIRE DETECTION . � ��_�.���, -,�-� ,� �,� � ��,.�°�..,�'�r�':a�-�,q'��;sc �.�,,,���,?:'o-,�"`� ,: - - i- _„- � -��.._�;<.is.�� '.,-�� .-�:=. - N ��:. .��_� ������� GARAGE PARK LEVEL PLAN F D 10 � �.-T: 1 :.aP� SCALE: i/8" - 1'-0" o�oo RE�,s ., ���;o ° • 9 • • � '� d ; �: ,� �, , -� : ' � t ��lo� ' �, . . . • �, .• �,� S��NAL E� _�'`"----__..�, �` �-� f � �- p 1 �`�``''--=_�--�.�_ �� � � � � ���� __ _ --�, — _ _ — _ .�— �._ I — -._. -- -.._ -'' --�.. q �' — — �'` 1_ -,- I `''-,--___ 9 ' - - - -- - -- - --- -_� � � � � 1 �`� � � � `' �-� � � 11 c � i � ..._.__� � � f � C , 95ca �`-- � . � � � � � � _ � ,� --_ _ �3 ' �"—`. J —~'—— =i��=y��_;t::�z , � `',-`"'---.._. _..--- - �,���-.,�.y.� �'' � --_ P2o 9S�a � ------ - - - - - - - -- - - -- ��� �-��� ���_ l --�-� g��� _.��.�=,���.-_� ! � — � O ��w }�:=� �`�-��=`�� I ' ��"" 95 ��#-� E-+ �. ° ��-- `���4���.��� '-----`''— � � ,- - _ � O � a ' / --�,� �. � � � , � _ � � ^ � p�1 �'— _'_ — --- ' � .` �—.__ ` ;`" 95cd ,.. _.� � `—�� � ,._`` f '` • �' — � k� E � '= — � , � q � ( / ' 1 � .-Y4�--��.-.�.-ti.__ �_« _ -- - - '- ,.�' � �,-------_---- � � � - , � � i �---- - .� --_ 1 � , , B � � c � _ � `— � ' .�' —�, ' , � - ---_ _ `,_ __------ � �- �` •�� / O�PrTER/DEVELOPER .;tr r � , Tp'' ' ` � � .4 `� ,�,'• ! '��-�., � VAIL RESORTS � � � � � DEVELOPMENT p��P�R�' LINE — � �' ELE LOBBY COMPANY �-�� �'-3 ELEVATOR / � ""-- _____ P201 C --�� / 1, t #�' X O O ' AVON, COLORADO J ' , � � � � �j , .� �' ry `�' • exc�cr oF x$coRn � — ' � �- KEY NOTES � � � =- ��� � - --- uP � � 42�40 � I ARCHITECTURE / d ; Denver, Colorado Q1 SIGN TO CALL FIRE DEPARTMENT � ��°" �' ,�, �R ' a ---------" i � SEE SHEET FD 001 � `"t'° �2 ; � STRUCfURAL ENGINESR ` '�, � 1[ONROE dc NEIIBLI. BNGIIdEERS. INC \ / J`-- evox, cowxsno Q2 CONNECT TO DEDICATED 110 VAC CIRCUIT. �. \ SN � ' _ I sss�copx�T�rr�is, n�c O3 HEAT DETECTOR FOR ELEVATOR RECALL w . _--- _....--------` ' n�xv�x, coc,oxeno >'` � � -----"—' r PARKING � p r.�rmscapE exc�cr Q4 TAMPER SWITCHES ON PRESSURE REDUCING VALVES. 95CD —' GARAGE -v �essocrA�s P200 � nExv$x,�cowxsno 5 TAMPER SWITCHES ON BACKFLOW PREVENTOR. � � Do�� � Q6 TAMPER SWITCH ON HEADER CONTROL VALVE. ` � ' veu., coLOx�wo Z CIVII. ENGINEER de SUIiVEYOR / � rn PEAK IAND CON3ULTANTS, INC. 7 TAMPER SWITCHES FOR DRY-VALVES. / ven., coLOxsno I � c � � � � � � OVE ARUP dc PARTNERS � CAT�ORNU LTD O SAN PTiANCLSCO, CAI.II+OItNIA � � I T' PROJECT N0: 20830.01 � o ISSUE ISSUE ISSUE ' —� NO DATE DESCRIPTION `' � 00 10.31.03 FlNAL DD SUP'T !_._..--- F 01 01.06.04 ISSUE FOR CONSTR / � , I ' --` _ � _ / � � i � 1 I A / � I ' � \ i ��� � �E�ooA�T�R �-. i � � v P2o� `�\ `� � � \ 6 ��� 1 � WAT R � � � , � - H R 0 M ----- P 2 0 ` _ _____-- - --'`- �- '�qc / \— 2 I 4 ` , � O / S MM M� � ELECTRICAL � a � ROaM S HI/L❑ HI/L❑ cp C�'�.�� P206 M M � GOBB CSSSB DB7Y8 `_W 5 S � M WAT R � ����� ` S AP S S � AP � P20� � � � a"�� Q� I J f � 04 , K ��3 o c� p C> - aMM M - ----------- - I S �I/LU I/L � 9 � ❑ / 'rJ S MM M � �Q � S s S S AP i 95cd � �� �� � � \ � \ � �O � � 8 �_ . � Vail Park & Garage � 6 . at Lats P-3 & J ___--- � 12 14 14 LOTS P-3 & J _ � GARAGE LEVEL 1 - FIRE DETECTION - ����=�� AND ALARM - ���-��=�- 1 GARAGE - LEVEL 1 FLOOR PLAN �� _ �D � 02 � 5��: �i8„ = i,-o„ o�PpO RE��S \ �`� ,•��,OB v ;�`` �; v e� $ i�T�� � � � � � ,� . � Q .�,� . . . . � S�ONAL EN�ti ------_._ '-------- � � 1� 4 � ----_ � � � 28' 6 � � —..,` _6., 1 �a � , 9S , � - � � q ca , 28 _6,� 8 _ � �3 � / M F�;-�r��°^�#t;.`r� � /y1 � � STAI R 2 � TKyf� y r � �� � P304 9S ��_ �� �. � :�'`� �� �a �_r�=��� �_�_��.��,�.:�}��-_� � u�� __ �����,� i .� �t�,�;�� � 95cd .-.., _ - _ ;' OO � � F� � , � � � � _ , �{ � � � 2 � ___-- � , 95cd �J �, , � �- 1 '�- � —` � � , � � � � � �/ � C � r� � - - a � � ; t� rn _' _'`"----`'`_--_---__ � � _ � ��, � � � � � � SL ppE — __-------- -- '� ._,_ `�WN — --�`� O�PIVER/DEVELOPER ""-a_ � � , � � VAIL RESORTS _ / DEVELOPMENT } COMPANY _ N p0 AVON, COLORADO �_�— ELEVATO OO � � PROP��Ty UNE — LOT / 6' P-3 --.__ J � � LE. LOBBY � � P301 axc�cr oF xacoxn � `�- � 42�40 _ � ARCHITECTURE - K EY N OTES �` ° ' � � , ST I R Denver, Colorado , srxucivx�r. �cu�x - Ol HEAT DETECTOR FOR ELEVATOR RECALL. P30 � YONROE A�ox�. �n�xs, nvc / � � — --'�� ees�coPx�Te�i�rrs, n�rc ��`' I 1 �..---- nsxvEx, coLOxeno �rsx� essocre�s � � SHAFT _ __.,------ ` larmscepE exc�cr � � �� P303 _. � � DENVER, COLORADO 5�a , "- GARAGE PARKING � ��o��o � � O P300 r � �i , °� CIVIL ENGINEER k SURVEYOR �L I ' ' �- �r1 PEAB LAND CONSULTANTS, INC. N� � 9AII., COLORADO � "� FIRE ALARI[ SYSTEI[ � � � � � ��CALII+'ORPiIA L� / � m sex �x�xc�sco. c�oxx� 9�p., � � PROJECT N0: 20830.01 � RAMP EDGE ��° � ISSUE ISSUE ISSUE Q � � 1 24�� � N0. DATE DESCRIPTION 7 , � 2�,, / o � 00 10.31.03 FINAL DD SUP'T �6�I.. �cb� , � , 01 01.06.04 ISSUE FOR CONSTR. � � _ I „_._-- - � . ,..� ��..��... � � � � � = -��` / ' ` " t..HtS�t! I�UHKUKHIL -- _ _____-------" ` — / l� / — \ !- \ � 2�� � � �6'� � � N \ , � 1 � \ � � / , � \ � �� U� . � s � / \ � � �8� � � � 6'� � _ _�______----- / � ��'" � / , ' , N / �. �OS$ CSBBY DEIqB� ' O , , L� ��'� a�� � r�� � � � ��� �� � 4 o a `s�- ' 1 I � � 9`�0 � — -�'_ ` ' ° � �� g ---------- �� -o � / ��,�O„ j � � �� 26'-�" `'-_ Vail Park &^ Garage 9 ��_8�" 14 at Lats P-3 & J 13 _______ � � � 12 LOTS P-3 & J N GARAGE LEVEL 2 - . FIRE DETECTION y �_�}� AND ALARM � ���f�� 1 GARAGE — LEVEL 2 FLOOR PLAN �D103 SC�: �is„ — 1,-0„ , _ � / oPP�O RE�i�s v ,•�p � <, . 5 � ;��, , Q , �, �-� g �o; . � ` � tt' . r���f ,: w�, , �. � S��NAL E�� � P� � 7 � � � , ,� / 9 — � � I ---� , � � i _ � � ---� _ , , � � � � � _ � � � � �-- � � _ � � - � / ' � � �' � � �� � � _ � 1 .�.r;A '�� �—� / ,.4��;-.�,�s� .�� a, ��� �� `'�" _` ` �-�1_ � ���';�;���; � �,`�,��m� _ / � _ � 9 ��. F������_"='-� . SC � a�:. ' �� L g _�. f, ` � _8�,I D _ �:�:��p E� _ "������� '1--._` _ � _ :��� � O � � t �5'-a�','------ 95CD � _ � � � � � , 95r F'/-� _ _ 1 �� `�, � �, ''`--'_ � � � E i / N� � � � + � _ � _ !�` —`--- _ � �� I/ � � � �` -`_" . _ � � ��'`'� � g � �'�--�.. � � 0 1 � �_ _ — — _-----_"'' � _`�-- � _ ____---- — � , / ��'�-1 � � OWNER/DEVELOPEft ' '' t -� VAIL RESORTS 0 � ELE LOBBY � v � EL o DEVELOPMENT P4Q 1 / COMPANY � 1 � 5 _� AVON, COLORADO � J � ! � ARCH1TECf OF RECORD � �' STAIR 1 P � 42 40 � P4�2 I � � � GARAG� P�ARKING � D ARC H ITECTU R E _ ` � z � � _ O � '`-^ _ Denver, Colorado _ � � .--- � � _____----- — �evo�x R coiox�wo� 1[ONROE dc NSIIIILL ENGINEERS. INC ' \ � .-- -'""``�-- ]�P ENGIIdESRS � K EY N OT E S ~ � ---f � � ` \ �S �oN�.T�, IN� DENVER, COLORADO 15'-4" �xnsc�$ exc�cr Ol HEAT DEfECTOR WITHIN 24—INCHES �'���_ OF SPRINKLER. PROVIDE SECOND HEAT DETECTOR IF ��xx esso DENVER, COLORADO IS A SECOND SPRINKLER. � C°- � SHERRY DORIIARD t veII., cor.oxAno �2 CONTROL MODULES FOR PRIMARY AND SECONDARY � / � � pBAS LANDCONSULTANTS. �c. ELEVATOR RECALL, AND POWER SHUNT. veu., coLo � � �r�xY OVE ABUP & PARTNERS CALIFORDTIA LTD. � � , PROJECT N0.�20830.01� � � ISSUE ISSUE ISSUE 2�,_Q>f pRNE �NE � N0. DATE DESCRIPTION 00 10.31.03 FINAL DD SUP'T � —,_„__ — � 01 01.06.04 ISSUE FOR CONSTR / � — ` i j � I � A \ � / � � �_____— 1 � � - 1 � � � � / � �-�. � � � H / ` _ _" s�oP� uP �M=�--- -- -Q�'� — __-------- � ,__________ i � � ` 1 1 t � ��$g CBEHY DEIYg� J � a���� I , � _ K a�`''� Qr� � F _ _---------` — �`� ° 4 p CC� � � �`�ca � � � � a� � 18 �� � 16 Vail Park & Garage 2 � 4 at Lats P-3 & J � LOTS P-3 & J N GARAGE LEVEL 3 _�...�._ FIRE DETECTION -�n��N}� AND ALARM _ ..,�A�� � - ��1��- GARAGE — LEVEL 3 FLOOR PLAN 1 + - �D � O � , _ SC�: �i8�� - 1,-0„ ,% �� ,- _ , , � � � � \ ,� �i VT101 GENERAL ELEVATOR INFORMATION: INDEX, SUMMARY, ABBREVIATIONS, GENERAL NOTES, RAIL FORCES, ELECTRICAL AND MECHANICAL REQUIREMENTS, AND WORK BY OTHER TRADES R3 MAIN VT102 PIT, HOISTWAY, MACHINE ROOM PLANS AND HOISTWAY SECTION ELEVATOR 1 � INDEX OF DRAWINGS � VT101 SCALE: NTS r. �AI� RZ � � � ELEVATOR 1 3500# � 150 FPM R1 � � MaIN � 2 SUMMARY OF ELEVAT�RS . RZ � AI� � � VT101 SCALE: NTS � � � �>:. � � . � , ', .. , � RAIL FORCES MAXIMUM FORCE ON ��':<' '`:;���;��`�' . � E AC H GU IDE R AIL FO RC E S A RE IN KIP S ) �:�' .:. :�.. P OP POSITE OP . AL C AFF ABOVE FINISH FLOOR DIM. DIMENSION HORIZ. HORIZONT A.P. ACCESS PANEL DC DIRECT CURRENT HR HOUR OVHD OVERHEAD t �::_i:�2 DISC. DISCONNECT HP HORSEPOWER PL PLATE CONDITIONING `"'�'�.>':<„``,,�\,,,`'.: E", A/C AIR TFM PLATFORM _ . °� �� ALT. ALTERNATE DBG DISTANCE BETWEEN HYDR. HYDRAULIC P� N MB RR 1 OCCURRING ON V "� O AC ALTERNATING CURRENT GUIDE RAILS IN. INCH (INCHES) # POUNDS ASME AMERICAN SOCIEfY OF DN DOWN IGBT INSULATED GATE PSI POUNDS PER EGAL TWAY AND I �FGAL MACIiiNE ROOMS �:�'� "� MECHANICAL ENGINEERS DWG DRAWING BIPOLAR TRANSDUCER SQUARE INCH I HOIS P T AMP AMPERE EA EACH KCAL KILOCALORIE PRELIM PRELISINARY R1 1.3 K FACE OF MAIN CAR GUIDE RAIL ` � APPROX. APPROXIMATE ELEC. ELECTRICAL KG KILOGRAMS RAD. RADIU 1. CLEAR, PLUMB, SUBSTANTIALLY FLUSH HOISTWAY WITH VARIATIONS NOT 1. REINFORCED MACHINE ROOM FL.00R CAPABLE OF SUPPORTING STATIC � ARCH. ARCHITECTURAL EL ELEVATION KVA KILOVOLT-AMPERE R/0 REAR OPENiNG TO EXCEED 25 MM (1'� WITHIN 30 M (100') VERTICALLY AT ANY POINT. LOADS IMPOSED BY ELEVATOR EQUIPMENT, WITH THE EXCEPTION OF AUX. AUXILIARY ELEV. ELEVATOR K KIPS REQ. REQUIRED cn R2 0.9 K SIDE OF MAIN CAR GUIDE RAIL- T�,cT�oN E�EVATOR HoisT MACH�NES. FLOORS SHALL SUSTAIN T"� � BSMT BASEMENT ETS EMERGENCY TERMINAL LT LIGHT REV. REVISION w LOADIN� OR RUNNING 2. BEVEL CANTS NOT LESS THAN 75 DEGREES FROM THE HORIZONTAL ON CONCENTRATED LOAD OF 1000 N (225#) ON ANY 2000 SQUARE MM (3 �� 1 BOT. BOTfOM SLOWDOWN MPS METERS PER SECOND RM ROOM � ANY REAR OR SIDE WALL LEDGES AND BEAMS THAT PROJECT OR RECESS SQUARE INCH) AREA. BTUH BRITISH THERMAL UNITS EQ. EQUAL MACH MACHINE R.O. ROUGH OPENING o FORCE TRANSMIITED TO PIT STRUCTURE 100 MM (4") OR MORE INTO THE HOISTWAY. CANTS NOT REQUIRED ON � PGt� nvurt CQUIf. CQVif'MCNT AAAV lAAY11AI IAA SFr SECONDARY � CAR R3 17.1 K pT f'.AR .C1AF * _ � � DIVIDCR or_nu� ��ici ncG wGa n� unicTWAY �TFFI FRAMING 2. ERECT WALL ENCLOSURES AT MACHINE ROOM LEVEL AFfER MACHINE BM BEAM ESCL ESCALATOR MQZ MEZZANINE SECT. SECTION Q FORCE TRANSMITTED TO PIT STRUCTURE OR PUMP UNIT 15 5E1 IN F'lA�t. JIJUNU-AIItIVUHItVIV rvR vrpu..� � BOCA BUILDING OFFICIALS AND (E) EXISTING M METER SHT SHEET � CWT R3 N/A * 3. ADEQUATE STRUCTURAL SUPPORT FOR ATfACHMENT OF ELEVATOR CAR ADJACENT TO TENANT SPACE. CODE ADMINISTRATION F ' FAHRENHEff MM MILLIMEfERS SCR SILICON CONTROLLED � AT CWT SAFETY APPLICATION AND/OR COUNTERWEIGHT GUIDE RAILS AT EACH FLOOR PIT AND CLG CEILING FPM FEEf PER MINUTE MIN MINIMUM RECTIFIER z FACE OF ROPED HYDRO PLUNGER � 3. BLOCK-OUTS THROUGH MACHINE ROOM FLOOR, SECONDARY FLOOR � 'C CELSIUS F.V. FIELD VERIFY MISC. MISCELLANEOUS SIM. SIMILAR PLUNGER R1 O.1 K GUIDE RAIL OVERHEAD. AND/OR WALLS FOR HOIST ROPES, HYDRAULIC OIL LINE, AND ELECTRICAL � CENTERUNE F.F. FINISH FLOOR MG MOTOR-GENERATOR SPEC. SPECIFICATION � CM CENTIMETERS FLR FLOOR MTD MOUNTED SF SQUARE FEET SIDE OF ROPED HYDRO PLUNGER 4. SUPPORTS AT EACH FLOOR FOR CAR GUIDE RAIL FASTENING AND WIRING DUCTS. VERIFY LOCATION ON ELEVATOR CONTRACTOR SHOP � COL. COLUMN Ff FOOT (FEEf) NEC NATIONAL ELECTRICAL SM SQUARE METERS PLUNGER R2 0.05 K GUIDE RAIL INTERMEDIATE SUPPORT WHERE HEIGHTS EXCEED 4250 MM (14'-0°), OR DRAWINGS. CLR CLEAR FLUOR. FLUORESCENT CODE STD STANDARD AS SHOWN ON LBA DRAWINGS. COUNTERWEIGHT INTERMEDIATE GUIDE RAIL CONC. CONCRETE F/0 FRONT OPENING NFPA NATIONAL FIRE 5BC STANDARD BUILDING CODE SUPPORTS WHERE FLOOR HEIGHTS EXCEED 4850 MM (16'-0"). BUILDING 4. SELF-CLOSING, SELF-LOCKIN� MACHINE ROOM AND MACHINERY SPACE CMU CONCRETE MASONRY FUT. FUTURE PROTECTION STL STEEL SUPPORTS NOT TO DEFLECT IN EXCESS OF 1/8" UNDER NORMAL ACCESS DOOR OR GATE. KEYING MUST BE INDEPENDENT OF ANY OTHER _.- - UNITS � GRAVITY ASSOCIATION STRUCT STRUCTURAL BUILDING LOCKS. DOOR OR GATE SHALL BE OPENABLE FROM INSIDE �_�--� - CONT. CONTINUOUS GFCI GROUND FAULT CIRCUIT (N) NEW SW. SWITCH BUILDING SUPPORTS TO RESIST HORIZONTAL FORCES, WITH A TOTAL DEFLECTION CONDITIONS. WffHOUT KEY SOUND-ATfENUATiNG DOORS WHERE ACCESS IS FROM CONTR CONTRACTOR INTERRUPTER NOM NOMINAL T.O. TOP OF AT SUPPORT POINT NOT IN EXCESS OF 3 MM (1/8 ) UNDER NORMAL CONDITIONS. 5. GUIDE RAIL BRAGKEf SUPPORTS IN CONCREfE. INSERTS OR IMBEDS, IF ADJACENT TENANT SPACE. RECOMMEND MINIMUM 900 MM X 2130 MM CNTRL COMROLLER GOV. GOVERNOR N/A NOT APPLICABLE (TYP) TYPICAL USED, WILL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY (3'-0" X 7'-0'� DOOR. CWf COUNTERWEIGHT GA GUAGE (NIEC) NOT IN ELEVATOR UNO UNLESS NOTED OTHERWISE GENERAL CONTRACTOR. VERIFY LOCATION ON ELEVATOR CONTRACTOR�S CYL. CYLINDER GYP. BD. GYPSUM BOARD CONTRACT UBC UNIFORM BUILDING CODE 5. MACHINE ROOM VENTILATION AND HEATING MAINTAIN MINIMUM DEH DEAD END HITCH HC HANDICAPPED NTS NOT TO SCALE VERT. VERTICAL * THESE REACTIONS DO NOT OCCUR SIMULTANEOUSLY WITH PIT BUFFER REACTIONS SHOP DRAWINGS. TEMPERATURE OF 13'C (55'F)(10'C/50'F IN MASS.) MAXIMUM 32'C (90'F). � D. DEEP HT HEIGHT N0. NUMBER V. VOLT MAINTAIN MAXIMUM 80% RELATIVE HUMIDITY, NON-CONDENSING. HVAC OIPNER/DEVELOPER ' DEGREES HZ HERTZ O.C. ON CENTER W. WIDE 6. CUTTING AND PATCHING WALLS, BEAMS AND FLOORS UNIT MAY (MAY NOT, CITY OF L A. JURISDICTION) BE LOCATED WITHIN THE DTL DEfAIL H. HIGH OPNG OPENING W/ WITH VAIL RESORTS � DIAMETER HSTWY HOISTWAY O.A. OVERALL WP WORKPOINT 7. WALL BLOCK-OUTS AND FIRE-RATED CLOSURE FOR CONTROL AND BOOLING OF THAT MACHINERROOMIF SOLELY FOR THE HEATING OR SIGNAL FIXTURE BOXES WHICH PENETRATE WALLS. DEVELOPMENT 3 A B B R EV I AT I 0 N S 6 R A I L F 0 R C E S ELEVATOR H NTRANCE OFRAMESCHIAVE BEENT INSTALLEDOISTWAY WALL AFTER MACHINEMROOM CEIOLWG AND/R�ANYNEN ROACHINGHBEAM (INCLUDING C OMPANY VT101 SCALE: NTS Vf101 SCALE: NTS FIREPROOFING) CODE 2130 MM (7'-0") MINIMUM CLEAR. AVON, COLORAI)0 9. IF FRONT HOISTWAY WALLS ARE CONCREfE OR MASONRY, FORM ROUGH OPENINGS 300 MM (12") GREATER IN WIDTH AND 100 MM (4°) GREATER 7. MACHINE ROOM FIRE SPRINKLER RUNS MUST TERMINATE WITHIN THE IN HEIGHT THAN CLEAR OPENING GROUT ROUGH OPENING AFTER BOUNDS OF THE MACHINE ROOM. SHUT OFF VALVES SHALL BE LOCATED ELEVATOR ENTRANCE FRAMES HAVE BEEN INSTALLED. OUTSIDE THE BOUNDS OF THE MACHINE ROOM MAINTAIN MINIMUM 2130 excsrrBCr oF xBCO�en MM (7'-0") CLEAR HEADROOM UNDER PIPE RUNS 10 SOUND-ATTENUATING ASSEMBLIES FOR WALLS OF MACHINE ROOM 42�40 AND/OR HOISTWAY WHERE SOUND-SENSITIVE AREAS ARE ADJACENT. 8. CLASS "ABC" FIRE EXTINGUISHER IN EACH ELEVATOR MACHINE ROOM. ARCHITECTURE 11. PIT ACCESS LADDER FOR EACH ELEVATOR THAT DOES NOT HAVE A g. MACHINE ROOM ENCLOSURES AND ACCESS DOORS SHALL HAVE A FIRE WALK-IN PIT. ENDURANCE AT LEAST EQUAL TO THAT REQUIRED FOR TNE HOISTWAY Derner, Colorado " ENCLOSURE AND THE HOISTWAY DOORS, RESPECTIVELY. 12. STRUCTURAL PIT FLOOR FOR HYDRAULIC CYLINDER, GUIDE RAIL, AND STRIICTQRAL ENGII�iSBR YONR08 & NEIIEfi. ENGII�T&�R4. INC BUFFER LOADS. CYLINDER, GUIDE RAIL, AND BUFFER IMPACT LOADS DO 10. ONLY EQUIPMENT USED IN CONJUNCTION WITH THE FUNCTION OF THE avox, cor.oBeno �. THESE DRAWINGS FOR GENERAL INFORMATION ONLY. REQUIREMENTS OF INDIVIDUAL VENDORS MAY VARY. NOT OCCUR SIMULTANEOUSLY. ELEVATOR SHALL BE PERMITfED IN THE ELEVATOR MACHINE ROOM. GINEERING FIRMS ACCESS THROUGH ELEVATOR MACHINE SPACES TO ADJACENT ROOMS OR � ��� 2. THESE DRAWINGS TO BE DISTRIBUTED TO APPROPRIATE CONSULTING AND EN , 13. WATERPROOF PIT. INDIRECT WASTE DRAIN OR SUMP WITH FLUSH AREAS SHALL NOT BE PERMITTED. PERMANENT AND UNOBSTRUCTED eBS COrTSUr.TeNrs. n�c INCLUDING ARCHITECT, STRUCTURAL, ELECTRICAL AND MECHANICAL ENGINEERS. GRATE AND PUMP. ACCESS TO MACHINE SPACES SHALL BE PROVIDED FOR AUTHORIZED D�v�. c:owxeno PERSONNEL. �irsxs�so��s� 3. FIELD VERIFY ALL EXISTING DIMENSIONS. 14 PROTECT OPEN HOISTWAYS AND ELEVATOR ENTRANCES DURING CONSTRUCTION PER O.S.H.A REGULATIONS. D��` 4 ROUGH OPENING DIMENSIONS FOR ELEVATOR ENTRANCES APPLY ONLY IN THE CASE OF MASONRY OR CONCRETE CONSTRUCTION. � ��o 15. PROTECT CAR ENCLOSURE, ELEVATOR ENTRANCES AND SPECIAL METAL FlNISHES FROM DAMAGE AFTER INSTALLATION. ccv�, �vGn�c � suxv�oR 5. VERTICAL STRUCTURAL SUPPORT FOR RAIL BRACKETING IS PROVIDED BY HOISTWAY WALLS IN THE CASE OF REINFORCED CONCRETE HOISTWAY CONSTRUCTION. pBA� LAND CONSULTANTS� . 16 IF HOISTWAYS OF ELEVATORS AND DUMBWAffERS PENETRATE MORE vau, coLOx�no THAN THREE STORIES, SMOKE VENTING WITH AN AREA NOT LESS THAN 4 G E N E R A L N 0 T E S ELEVATOR T AN D NOT LESS THAN 3 5%N NORL LESS THAN30 5 S� FOR CEACH VT1 O1 SCALE: NTS - DUMBWAITER (WHICHEVER IS GREATER). OF THE TOTAL VENT AREA, NOT LESS THAN 1/3 SHALL BE PERMANENTLY OPEN UNLESS ALL VENTS PROJECT NO' 20830.01 ACTNATE ON THE DEfECTiON OF SMOKE FROM ANY OF THE ELEVATOR ISSUE ISSUE ISSUE LOBBY SMOKE DETECTORS. RECOMMEND NORMALLY OPEN DAMPER, N0. DATE DESCRIPTION POWERED CLOSED WITH SMOKE DEfECTOR ACTIVATED MOTORIZED DAMPER. PROVIDE ACCESS TO DAMPER MOTOR FROM OUTSIDE THE BOUNDS OF - 08.25.03 DD PRICING THE HOISTWAY AND ELEVATOR MACHINE ROOM (REFER TO CODE _ DCCEPTIONS FOR BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEMS). 10.31.03 ISSUE FOR GMP 01 01.06.04 ISSUE FOR CONSTR. POWER FEEDER REQUIREMENTS MAIN POWER SUPPLY: 208-3-60 ASSUMED ELECTRICAL SERVICES 1. LIGHTING AND GFCI CONVENIENCE OUTLEfS IN PIT. MACHINE ROOM DRIVE HYDRO PUMP UNIT FULL LOAD CURRENT MACH. RM ELEVATOR CAPACITY SPEED BTUH AND OVERHFAD MACHINERY SPACE. (NO GFCI PROTECTION REQUIRED NUMBER POUNDS FPM HP MOTOR STARTING RUNNING ACCELERATING pER CAR SUMP PUMP OUTLET. NO GFCI PROTECTION FOR SUMP PUMP IN RATING HP AMPS AMPS AMPS MINNESOTA.) ADEQUATE UGHTING TO MAINTAIN 100 LUX (10 FC) MINIMUM ILLUMINATION AT THE Pff FLOOR, AND 200 LUX (19 FC) AT THE MACHINE o��►� c�nnc ��►,;rani Qnn�� Fi nnR aNn �vERH�,� AND SECONDARY 1\VV11'1 1 LVVI\� a 1 3500 150 N/A 60 519* 182 N/A 21,300 _ MACHINERY SPACES. 2. THREE-PHASE MAINLINE COPPER POWER FEEDER TO TERMINALS OF EACH ELEVATOR CONTROLLER WITH PROTECTED, LOCKABLE °OPEN°, NOTES: * SCR SOFT START DISCONNECTING MEANS MEEfING NEC REQUIREMENTS. LOCATE 1. ELECTRIC POWER AND CURRENT ARE BASED ON THREE (3) PHASE A.C. POWER SUPPLY. DISCONNECTING MEANS IN THE MACHINE ROOM. VERIFY CONTROLLER 2. MAIN POWER TO BE PROVIDED AT EACH CONTROLLER WITH DISCONNECTING MEANS LOCATION ON ELEVATOR SHOP DRAWINGS. PROVIDE CLEARANCES AROUND DISCONNECTING MEANS AS REQUIRED BY CODE. AUXILIARY FEEDERS AND MEETING NEC REQUIREMENTS. OISCONNECTING MEANS FOR MACHINE ROOMS WffH MULTIPLE LEVELS 3. MAIN POWER SUPPLY FEEDERS TO LIMIT VOLTAGE DROP TO LESS THAN 5� AUXILIARY CONTACTS FOR HYDRAULIC ELEVATORS FOR BATTERY LOWERING / � DEVICE ELECTRICAL INTERLOCK. IN MASS. LOCATE DISCONNECTING MEANS - " 4 USE COPPER CONDUCTORS ONLY. WITHIN 18" OF LOCK JAMB SIDE OF MACHINE ROOM 5. FEEDER DEMAND FACTORS (NtC stc i wN� 4,�u-zo AIVD 620-��) _ (2) CARS= 95% (3) CARS= 90% (4) CARS= 85% (5) CARS= 82% (6) CARS= 79% (7) CARS= 77% 3. SINGLE-PHASE COPPER POWER FEEDER To tA�H GUN I KULLtK r�r� 8 CARS= 75� (9� CARS= 73� (10� CARS= 72% CAR LIGHTING, IXHAUST BLOWER AND CONVENIENCE OUTLEf WITH PROTECTED, LOCKABLE °OPENA, DISCONNECTING MEANS MEETING NEC � � 6. MACHINE ROOM TEMPERATURE TO BE MIN. 13' C (55' F.), MAX. 32' C (90' F.), TO BE REQUIREMENTS LOCATE DISCONNECTING MEANS IN THE MACHINE ROOM. VERIFY CONTROLLER LOCATION ON ELEVATOR SHOP ORAWINGS. ME4SURED 1830 MM (6'-0") ABOVE FINISH FLOOR AT APPROX. CENTER OF ROOM. 7. RELATIVE HUMIDITY MAX 80% NON CONDENSING 4. FOR HYDRAULIC ELEVATORS, TWO "NORMALLY OPEN" AUXILIARY 8 THE SELECTION OF MAIN POWER SUPPLY DISCONNECTING MEANS OVERCURRENT PROTECTION TO BE CONTACTS INSTALLED ON EACH MAIN LINE DISCONNECTING MEANS SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, SECTIONS 620-51 AND 430-52. LOCATED IN THE ELEVATOR MACHINE ROOM. 9. PROVIDE LOCAL TELEPHONE SERVICE LINE TO EACH CAR CONTROLLER (IF APPLICABLE). 5. FlRE ALARM INITIATING DEVICES IN EACH ELEVATOR LOBBY, FOR EACH 10. PROVIDE GFCI CONVENIENCE OUTLEfS PIT, MACHINE ROOM AND MACHINERY SPACES. IN PIT, PROVIDE MULTIPLE HOISTWAY OR SINGLE HOISTWAY AND EACH MACHINE ROOM, TO -GFCI OUTLET FOR SUMP PUMP AND/OR OIL RETURN PUMP. INITIATE FlREFIGHTER'S RETURN FEATURE. DEVICE AT TOP OF HOISTWAY IF C4E Y DBIV��� ONE NON SPRINKLERED (SPRINKLERING NOT ALLOWED IN MASS) PROVIDE A 6o�E � � 11. PROVIDE HOIST MAC HINE WITH VOLTAGE TO MATCH SUPPLY VOLTAGE INDICATED, U.N.O. ,� �� � DISCRETE SIGNAL FROM EACH OF THE FOLLOWING ZONES OR DETECTO : MAIN LOBBY, ALL OTHER LOBBIES, EACH HOISTWAY, AND EACH MACHINE �tti� �� � ROOM WHERE A GROUP OF ELEVATORS INCLUDES MULTIPLE HOISTWAYS, PROVIDE A DISCRETE SIGNAL FROM EACH HOISTWAY. SUPPLY TWO DRY _ CONTACTS AND DEfECTOR WIRES TO EACH ELEVATOR GROUP CONTROLLER 4� ° 4 Q �i ADDITIONAL POWER AND DISCONNECT REQUIREMENTS IN MACHINE ROOM IN FJ�1CH ELEVATOR MACHINE ROOM. 9 � 6. MEANS TO AUTOMATICALLY DISCONNECT POWER TO AFFECTED ELEVATOR '� �C} DRIVE UNIT AND CONTROLLERS PRIOR TO ACTIVATION OF MACHINE ROOM I RY SYSTEM SUPPLY TERMINAL SUPPLY VOLTAGE CIRCUIT CAPACITY OVERHEAD FlRE SPRINKLER SYSTEMS, AND/OR OF HOISTWAY OVERHEAD � �� AUXILA FIRE SPRINKLER SYSTEMS MANUAL SHUT-OFF MEANS SHALL BE LOCATED OUTSIDE THE BOUNDS OF THE MACHINE ROOM. CAR LIGHT AND FAN EACH CQNTROLLER 120-1-60 (25 AMP PER CAR) WITH LOCKABLE DISCONNECT 7. TEMPORARY POWER AND ILLUMINATION TO INSTALL, TEST AND ADJUST Vail Park & Garage ELEVATOR EQUIPMENT. at Lots P-3 & J INTERCOM SYSTEM AT AMPLIFIER 120-1-60 1800 WATTS (IF APPLICABLE) (15 AMP MIN.� 8. EMERGENCY TELEPHONE LINE TO EACH INDIVIDUAL OR DESIGNATED ELEVATOR CONTROL PANEL IN ELEVATOR MACHINE ROOM. AIR CONDITIONING AND HEATING SOURCE EqCH CONTROLLER 120-1-60 (25 AMP PER CAR) 9. SINGLE-PHASE POWER FEEDERS TO MACHINE ROOM ELEVATOR (IF APPLICABLE) MONITORING PANEL/DISPLAY UNIT WITH SINGLE-PHASE, PROTECTED, ROPE BRAKE AIR COMPRESSOR _ _ �OCw4B�E "OPEN", DISCONNECTING MEANS MEETING NEC REQUIREMENTS AT EACH BRAKE UNIT 120 1 60 (25 AMP PER CAR) LOTS P-3 & J . (IF APPLICABLE) 10. SINGLE PHASE POWER FEEDERS TO CONTROLLER(S) FOR CCN WITH LOCKABLE "OPEN°, DISCONNECTING MEANS MEETING NEC REQUIREMENTS. GENERAL LEVATOR CQNTRACT ELEVATOR 5 ELEVATOR ELECTRICAL AND MECH ANICAL REQUIREMENT� � RELATED WORK NOT PROVIDED IN E INFORMATION Vf101 SCALE: NTS VT101 SCALE: NTS (BASED ON ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS. CONSULT LOCAL CODES FOR ADDITIONAL REQUIREMENTS.) - VT � O �. - SCALE: AS NOTED ; . r - � � - �' ` - , �,i 1 _ �� 'wq�� 3/4" ��� PIT REACTION TABLE i PROVIDE INDIRECT PIT Tp Wq<< R DUTY: 3500# @ 150 FPM � DRAIN OR SUMP WITH GRATING COVER LEVEL KEY REACTION WITH PIT FLOOR (NIEC). QA 13.5 K EACH ,, A QB 15.6 K EACH — 3 �C 17.1 K EACH SEE CAR R3 RAIL FORCE , �' �' REACTIONS HAVE BEEN DOUBLED FOR IMPACT. � -�0 3/4„ I t � wA Tp �� R � �� \� � i �f� ` REACTIONS DO NOT OCCUR SIMULTANEOUSLY. C� wAC� � � � � . � � � � J „ i� � PROVIDE ADEQUATE LIGHTING TO MAINTAIN MIN. 1 QO � v ��� �� cg LUX (10 FC) ILLUMINATION AT PIT FLOOR (NIEC). 3 Q � � l � r/I\ � � � O � � � � � � �� � B PROVIDE PIT ACCESS LADDER(S) OR DOOR(S), LIGHT J �'\\�`- _ �' � � SWITCH(ES), LIGHT(S), AND GFCI-PROTECTED UTILITY -� �� � _ � � �( �� � OUTLET(S) (NIEC) 3 �� .\ 1 ' // - � . � � - _ » „ � G�.r \ / N PROVIDE 200 MM X 200 MM (8 X 8 ) BLOCKOUT � �� ��� �� FOR HYDRAULIC OIL LINE, AND 150 MM X 150 MM � � q (6" X 6") BLOCKOUT FOR ELECTRICAL CONDUIT FOR � i � � /�\ � EACH ELEVATOR. VERIFY LOCATION WITH ELEVATOR a, � \ � CONTRACTOR (NIEC). � �� � � COORDINATE LIGHT FIXTURES AND UTILITY OUTLETS �� _ - � � � LOCATION WITH ELEVATOR CONTRACTOR (NIEC). �+^� � A �- � SELF-RESEI-fING `'."'.�: \ >>-4 PROVIDE ADEQUATE STRUCTURAL SUPPORT AS ``� " �. 0 K. �:�:, rn GOVERNOR 2. 3 �:�.:`+_�` :� /8 I BUFFER AND HYDRAULIC CYLINDER RE U RED FOR d- Q `�_<:: �:_;``>;_'� � REACTIONS NIEC . ;, � ) ,"�:>'`;:::':;<::: ��`� E-+ >>���: VERIFY PATH OF OIL LINE WITH ELEVATOR CONTRACTOR. . , � MACHINE ROOM AND HOISTWAY SHALL BE LOCATED a TH E � <.� �NMP CNTR� ON THE SAME SIDE OF AN EXPANSION JOINT. �� � � PROVIDE ADEQUATE LIGHTING TO MAINTAIN MIN. 200 LUX OVERHEAD PLAN � (19 FC) ILLUMINATION AT MACHINE B U I LD I N G P 3 8C J � , ROOM FLOOR (NIEC). � a,;-rrcr.�r 4 �V_ATOR 1 LOWERING _ MACHINE ROOM HEAT EMISSION 21,300 BTUH TOTAL. VT102 SCALE: 1/4" = 1'-0" � ` DEVICE. ° FOR EQUIPMENT IN THE MACHINE ROOM, A DUTY: 3500# � 150 FPM � � � . � CLEARANCE OF NOT LESS THAN 450 MM (18") SHALL � � 8`9 S i BE PROVIDED IN THE DIRECTION(S) REQUIRED FOR i�,, MAINTENANCE, AND A CLEAR PATH OF NOT LESS � Q' THAN 450 MM (18") SHALL BE PROVIDED TO � ALL COMPONENTS THAT REQUIRE MAINTENANCE. PROVIDE 3-PHASE MAINLINE POWER FEEDER WITH , __-� DISCONNECTING MEANS FOR EACH ELEVATOR CONTROLLER. � PROVIDE 1-PHASE FEEDER WITH DISCONNECTING MEANS FOR CAR LIGHTING, VENTILATION SYSTEM AND RECEPTACLE FOR EACH , ELEVATOR. THESE DISCONNECTING MEANS SHALL INCLUDE OVERCURRENT PROTECTION, SHALL BE LOCATED IN THE MACHIN ROOM, AND SHALL MEET N.E.C. REQUIREMENTS (NIEC). OIPNER/DEVELOPER PIT AND MACHINE ROOM PLAN VAIL RESORTS � B U I LD I N G P 3 & J --�-- DEVELOPMENT 1070 MM (42") � PROVIDE STRUCTURAL SUPPORT FOR CAR GUIDE RAIL FASTENING AT COMPANY � E LEVATO R � HIGH RAILING PER 14'-0" MAX. VERTICAL SPACING THROUGH TOP OF HOISTWAY (NIEC). o AVON, COLOItADO VT102 SCALE: 1/4" = 1'-0" _ DUTY: 3500# @ 150 FPM CODE BY ELEVATOR _ _ IF SPACING BETWEEN SUPPORTS CANNOT BE MAINTAINED AT 14'-0" � CONTRACTOR. MAX., PROVIDE INTERMEDIATE SUPPORT BEAMS OR CONTINUOUS w VERTICAL RUCTURE BETWEEN FLOOR BEAMS (NIEC). o esc�scr oF xa�°R° � 42�40 �,` Q � � ARCHIT��CTURE 10 3 „ ELEVATOR CONTRACTOR Z � o z . WAL� ��wAL EAR TO PAOAS� RE �NRED.OUS � ,� Z � � srsncrv�. a�rrGn�s n�rc L FASCI Q o i � z � � YONROE svox�ioaeno ' 6 �/4" 6'��0 � ~' x `'-' � " _!� ��4 PCTFjy ° � ° � `V aes cox�nTe�rrrs, n�rc ^ � i� FRONT OPENING D�vex, c�wxsno _ _. � 3 6 �/4" I LEVEL ERMINAL 8189 -6 r,�rmsc� esc�racr I � �, �s�g assocrATSs � DEIVVSR. COLOBADO O � � ELEVATOR ` , _ i _ v��..�c � Q � CONTRACTOR i� � a TO P ROVI D E � I PSAH LAND�N9ULTANT3. n°�c. � ' CONTINUOUS � _� 5 � �� FASCIA AS � �.�o veu. cor.oReno i ,�-' ^ REQUIRED. � , � � Q � a o �_ � � � � � � I N � � %� � � i I PROJECT N0: 20830.01 o� 5,_ � � v � �� 1/2'�`D �n 0 PROVIDE�CONT N�OUS � N0. DATE DESCRIPTION �R FASCIA AS REQUIRED. ISSUE ISSUE ISSUE � ;� - � ��' � � - 0.31.03 SSUE FOR GMP � : PROVIDE FULL-HEIGHT `� „! 01 01.06.04 ISSUE FOR CONSTR. CONCRETE OR REINFORCED "� i REAR OPENING CMU HOISTWAY WALLS FOR _ LEVEL L1 8177'-4" GUIDE RAIL BRACKEfING (NIEC). � c� � wz I PROVIDE FULL-HEIGHT � � I � CONCREfE OR �- o LE V E LS L3 - L 1 i REINFORCED CMU Q � H 0 I STWAY P LA N HOISTWAY WALLS FOR a, o 0 GUIDE RAIL � ~' Q i BRACKETING (NIEC). ° � � BUILDING P3 & J 0 2 E LEVATO R 1 � � VT102 SCALE: 1/4" = 1'-0" � I � - DUTY: 3500# � 150 FPM � I I REAR OPENING L�/FI I � 8166' 7" I ��,�� 3 I wA�� /4" ��EqR � _ r� WA<< � �. �' ".� ' 6 �/4" 6_�� �/4" p o � � $ � o � ^ CTFiy � c� � I � J z z 3 CO s ��4" � i� � � � REAR OPENING 60aE ���j Dp�v� r � o 0 o i BOTTOM TERMINAL tti� 1� � � ''' � , � �°� �' I LEVEL L3 8156'-2" � � �� � � � z ,' L` � � a i � ° D � J d- _I o z -- - z z 4 C� � o �n Mv � � PROVIDE PIT LIGHT SWITCH (NIEC). � o � 9�� � o � � / / � � ~ �j �d �' � � _ ELEVATOR CONTRACTOR d- n- � ;� � � TO PROVIDE CONTINUOUS � � � � � FASCIA AS REQUIRED. PROVIDE PIT ACCESS LADDER (NIEC). I ' � -��PROVIDE INDIRECT PIT �_ Vail Park arage �., DRAIN OR SUMP WITH a NO OCCUPIED SPACE at Lots P-3 & ;, � BELOW HOISTWAY GRATING COVER LEVEL WITH PIT FLOOR (NIEC). . LOTS P-3 & J LEVEL L HOISTWAY PLAN HOISTWAY SECTION PLANS AND BUILDING P3 & J BUILDING P3 & J SECTION 3 E LEVATO R 1 5 ELEVATOR 1 ' » _ , n Vf 102 SCALE: 1/4" = 1'-0'� ELEVAT VT102 SCALE: 1/4 1 -0 - DUTY: 3500# C�? 150 FPM DUTY: 3500# C�D 15Q FPM - V� 102 SCALE: AS NOTED �- i / ; /� , , , _ , _ , i _ _�__ � _ - ,.