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Home My WebLink AboutB12-0059-CR1-CHP Bus Stop Streetscape Improvements Plans_040912 3 n c m n � 3 n c m n � .k "- ti � k� �,. - � iti g : , �}' i i L � �_ _; MAR `�f II � RT C� C � I � f� �° � � � I ✓ ,�` \ j 1 � i I I t 1 � I I i ° � I '� I I '� � I . . , . . � . �.. . . .. � . RF�MP i , ' n ; , � � ` �� ; I I . . -'_._ ..__ . A v �i v r I O � I . _ -- 5. � ; J � , : ; , ,: i1 �� j �, : - - - _ , � �� ; � NOT FOR ` ' I : . CONSTRUCTION � � . Q . � �� 1; W € � �� - � � � , ` � � : � ;�� I- - -- _ � � ° e � ' ii � � . - - - - _ ° • • 1 ,,� �' � l_ - - - - - - f-I � � �� - - -- - \//% � --- - -� --- - � / , �. � - - - -— ' � . .:. .v- ---°�-� �-_ - - �o�s � � • ' °- - _ -- - ' 1 � / -� ,__ . . � .. ' .__ . v � . . . ' � ..a � . � �/I t / _ �' , �/% �, ASPHALT, C11R8 AND I� ` �'� ❑ 0 ✓ �` ��%- ,��'' � PAN REMOVE/F1�PLACE " � FOR�STORM ` � � � - I � 1 „ � � \/j � �.� ��, t INSTA �nnori �� . �. ' � -_ )� . 0 � � � % \ �\ . � � � �� . I - _ '� �� r f ' .�. �,`_. . -�. ,: � /�,� .. , � � � � I I � � � � � � � ' ? �� ` ' I ° : � � 10'� \� � �t1 i��'S � I , �5 I � �-�V _ �� I� _ �. � � ' � % LIONSHEAD p ' ' �� %/�\ \/✓ % \ i � �� iHS�n�ian�oF �� p� �� WELCOME CENTER ��. - � - � - � coNrnACTOR To REMOVE � ''�/�A �� _, � , � - �_ �-��- ';i \ ��_., DEPT.OF PUBLIC WORKS 11 j1 ` ' � ; CROSSWALK PAVERS �� "� �--�� [�� ,7 (GRIND) EXIS7ING S7RIPING �S�// 1309 ELKHORN DRIVE 1 ` ' _ _� r; � VAIL,CO 81632 �!, �� '�--, , � - � � 6�c� -� \` t:970.479.2158 , �'� '� �i ` ' . / � _ � , � �:_ 'r�--- � �i � ABANDON STORM' IN CONTRACTOR TO EMOVE \' ~�`��.,✓� � ' � , ��r�� i �i` ' V PLACE, PLUG/GROUT O ,, °(GRIND) EXISTING STRIPING '� �� ENGWEER 34510 U.S.6 UNITA-9 � � � I�� 0 � � � INVERTS CLOSED AT ° � _ � yr ♦ � j _ - _ ; � �■��- ._ - - � EDWARDS,C0 81632 \%/ � �,./I�� ' � -- EXIS7ING STORM INLETS � � ♦ 0 � ! 7 � -�"_ � '� , / . � ' LIMII'��F---- -__-- - - --____ __ �� 7 � � - � // ,� PROPOSED STRIPING � - �----- t:970.926.3373 �� \ L ,�� RES�ORM G G ' 'r �r •� � � �y��, •� ��;, " ` � �wn � j ;�_ � � I � /�. � �� •' �' � /�� - � � � � � � � � � � � . .�$�Cr-••� E / 7 — ARCHITECT PO BOX 8258 \�✓' ,�INSTALL SOLID C / � �� , I / ' ,, � . ,t ��...- - � \\��` ✓ �//// �i � �� ► � ` A EA�C�� ` � '� � � � B 970 453 58D�GE,CO 80424 �� %/ � �•� •�� "�/1� � � cROSSwnuc Pnvazs ,�, �1 � � 1 /\ � �n \ �� `` / � � TO BE REMOVED � / . _ —�-= "'- �� /./////�/ i� � .� , ��' 1 �'� �,%�.�J�� ; � O�� -�� .� ° " A DEMO LAND E 3507 RINGSBY CT, STE 117 � „ I / � `�' , - `� �� ' ' � °r / �`�_� ' _ ___ �, i � � DENVER,CO 80216 .. �� ,.. � � i �� / �� ► � � � � # ----- _. -- - - ` `----- � A „ 'l` ' � �' � ---__�� - -__ t:303.292.3388 � °.° � -�, +�-- I � ; 0�` - � , --. - ----- ---- - --- � I �----_——=--_=�� ` A A r ��' ` �i��. � - . . REMOVE STAIRS AND I� � �� ALL TREES LOCATED NATHIN DEWI� UM��, � �i� �� ''`� - za' ENGINEER 110 E.BEAVER CRK BLVD. i � A4 i� � �� ° `��.''- TRENCH DRAINS �� ` � DEMO LIMITS ARE TO BE � REM��p`�- �A � � �i�� \\\/�% �� - , � (�.� �� I� ��e>�� REMOVED/RELOCATED �� •� � � � !�� , �' �� _� 4 � _ � �� !% AVON CO 81620 I� � ♦� �� ,� (REo LANDSCAPE �/14�L '� I �. , ��r��.,�,�� o� j, ,� ; �� < °�� t:970.949.6108 � ' .� STORM TO REMAIN ' % � �\\I//� CONDOMINIUMS �j � � `��` � � I� ' ;�' , , �� ---� � �n�� i. � � �(� �� SAWCUT A CLEAN �� ♦ � _ /,� ENGINEER 1169 HILLTOP PKWY I � ,� _ � � , , --�, ,� � � � � ,� , REMOVAL LJNE IN ALL � �``� STE 206A � � �� STORM TO REMAIN �i��`�� /��I � �� • � � � �. � � � �1 � , ASPHALT AREAS , � / ; � --�-: _ STEAMBOAT,CO 80487 � �.�r � �. ��" ' �°-� �l/ > � (TYPICAL) ,� � ti � t:970.846.7970 F'��',� `. '--- — ''��,- � ��'s,� , �,�� —___°��\ . . � I R�o� j� ,� I � ��„ J � � � EXISTING STOR +/' � DESIGNER CONSULTWG&ENG � � �� I �� MI�LLS,WY�82644 .s�.��--�-� � �y'�� CURB AND GUTTER � �� t:307.315.8054 =�.F,�� , '� MEDIANS TO BE REMOVED � �� / � �`v1��_; �� 1 ��`�6�� i "r�� ALL SIlE WALLS LOCAlED �� •�� i , `""�� VMIHIN DEMO UMITS ARE TO ; �'�" ��1�� REMOVE ALL ASPHALT, � � �� BE REMOVED (TYPICAL) � � ��^r`��/,��I ��`��0�� PAVERS CURBS, GUTTER � /`` �,o�,'v �i� � , I �� STAIRS. TREES AND 0 1 O� ��/,� I ', --� ' �� " �I ��rr� �`Rl_ANTERS IN SHADED x �_ � I �� ( ; �\��\R � 1 DEMO LIMITS ' p,�, 4V � � J�- %� � � , :� , ' F}�'I =_--- � I � � � � �� `�� : , � � � � =_� �� I �- ; `�\��'� sp�o� ��;o;�� ,%' ;X`,��J�'�' % �� — '"'+`.� � ' , _�=-.,✓/�i r,� , ' / i_J , 'c , � � � q / O +^�,J 1 ��/'�(��1�� , i� REMOVE EXISTING �� ' ��/�� % ��' ' �}^+ U � �< � \� \� � � � ( STORM :/' " �"� "�� V J � � ��' / �� 'i �j , � REMOVE � � � -1—+ �j► ; �. � o �; �i STORM INLET � � � TREETOPS � ��I �, � ��' � �� I ��/� �� \��— �--+ C� ''� , ' __. � �� • � ; � � CONDOMINIUMS � VAIL 21 ` ' ,�`�"`��,�' , �- � // �`- % \ � � � O , �- � -� CONDOMINIUMS �� '�, ��"/,��,�� ,�� o'� .. � �� '�� ` � � � � -�--�' � � � ► � �//;t�.,�11 �� 10"�� — ��/� ' 1 � �� i �`P� � � \� � / � � � � / � i , �i _ v .� � 1�„ \ �� ` �� i. ' �� p�� / �'�10"/� V �V }+ � I� �'� 1 METAL AR WAY TO BE i� ��' � �� 11/� � N � � �., � D�� --� ; .=- �0,� �� REMOVED�RELOCA7ED � � — — ' %\ � / ; ,�� Y / �- � = . . _ / .,�' � � �u r� 4� ��\�'IF��--' � � ��, �� , . . / '\ . /�y � U � � ',y �'� " \�Y� �„ \�. 1 _— �° �/, I� ��%� � . �,�_ � , � -�� v � /� � � _ .�� ` ' � ,/// , � �, ` � � y— ,o��. �/��,��- :.°. - y ��, / �. �j II, � . . � ( REMOVE STORM INLET TREETOPS \/✓ CCS � � �� , ��` ; I I' � � ; ! � � O � ;t'- �� \ � �� I� �} ,�} � CONDOMINIUMS � � � /` � CCS O � �!11V` =�j�t��'° �,�� •� � !�.__,`�,^� � I� ��/ � � �� I- —� R�ovE EwsnNc �,o" � � II / , �-, Z � � � � -- _ � '� �� Ti P.A�:�T G � � fi�;' � �� . �� REMOVE DpS71NG BUS �� ',-` ! �� r.. `. � O _ - �� SHELlER (BAqC WALL � � ��7�,� ,,�� 'riF VA!�:�"�A�''.�� ER TO REMAIN) REMOVE fj � 1 -r.� ` � � " y, }+ � '� ": � BUILDING FOOlERS � 1 � I � �^♦ � ■ �� .` r. � ` � �' � �, ,, � ,�� 's�� W � ` ■ �� ' � ■ °�� } � � � � - '!1�y`'V�'�'�;Q?��'��'� \,C` ��'_, J V f�• ��;;,,1 ��/ � �� I��y - � � � �� ;/ � / ,I ,, � � ��= � � -�--+ � . ��! �� , n �'oF EwsnNC� � � " ,�� = ' � V� , C�3 �5' � WALL TO REMAIN. � � Q � � � BA'�c wnLL oF eus ■ � 1i� � \/✓J 1 SHHL7ER TO REMAIN � _ � 1 ~ � � �� ,�� '► �� `��' � �' � � � SEE SHEET EMP L100 FOR � � � _-- �� U/,/� ► �� `�`�� . .� � � � � ;, �� , � �,�,� ; TREE REMOVAL & TREE „ � . / � ��,o�� -`� _ PROTECTION -�_� �,; � � �� /\�� / � � ,,, ,. _��_ `�� R E V I S I 0 N S � ' '► i� � �' � � � N0. ■ , . . I„ � � W U I ILITIES �i i : 1 10.27.11 DD PRICING SET 4� ';' , 1 -- - -` -"'-1 \\\\I// ■ 4 12.�2111 60//CONSTRUCTION DOC. � �1�� 0: � � � � _�-— '�� /I�`' = � ° � , `,.-\\o' . -_ ■ � �°� i i � ;+ 5 2.15.12 BID SET � ; 1 � `/� � �� i �1 ► �� E ��, �E��' � /�v � �� "� ��I � °'�r 1�' ; � ii ��! � ; CONDOMINIUMS 6 4.6.12 100%CONSTRUCTION DOC. ;j" ''� j I, i �ll�� , � � - � GRAPHIC SCALE i � I , �� i I �� I i � � 20 � � _ �� l � � � � / I , i I i / TRACT G � �� SCALE� 1"= 20' � � ��'% i � i � '�(THE VAIL CORPJ � ��',i � � � ' ��I �/I�-� ____-----___ LEGEND � R a w i N c � , � _ � � —� I ---'"�� --''---- MAN EXISTING T I T L E � � : � � /�_ ,,--'� -----___ SNOWMELT MANIFOLD `�7.5fEXIST. SPOT ELEV. I -, -- � �� I I � ,--'�� ,--�' �'----_ � EXIST. IRRIG. VAULT 47.1'+ PROPOSED SPOT ELEV. � -� -� '-- i i •�1�1�� '',,,_,-�' I,.��_-�' `---__--____ -� �} EXIST. WATER VALVE ' I �..� �G i ''''',,, '''',,,, _________ SIGN � i i � '''',,,,,- ''''',,,,,,- � EXIST. STREET LIGHT � FIRE HYDRANT D E M 0 P LAN 1 I � '',,,_-- '',,,,. � EXIST. STORM INLET 0 SEWER MANHOLE I I I \1�� ., ,� � � �"°� EVERGREEN TREE � -- . l � � �; ,- -� FLOW & FLOWLINE :=�,� . ,. -� — �, � i�� ', —...-... I _�-' �-� VAIL/LIONSHEAD CENTER I i ,�� 8160 EXISTING CONTOUR � .� _ � _- _,- �__- _-_ _,_ CONDOMINIUMS `, � DEMO LIMITS FOR �Y/ ,-�'��I''' ,.-��I''' � � EXISTING STORM SEWER P�tOPOSED WA7ER QUALITY i`/ ,--�� ,,-�'� — ELE ELE— EXIST. ELECTR�CAL L�NE D R A W I N G � MANHOLE , �'� � �` � N O ' ' ► ;/ -��' �- ,-f/ '/ GAS GAS EXIST. GAS LINE ' i I �:r �I�!�_��"� � _ TEL TEL EXIST. PHONE LINE _ ' f ` _ ,r�- � I,i .;� � '" � �--"` SEW SL'�� EXIST. SEWER LINE � � i i �l,-�' — Tti`AT W��m— EXIST. WATER LINE ------� � / ■ �� v�� / '- -------------- , -------- � �---------------------�---------------------� � 1 �% �/�� __ _______________ ; ' � , ./� ,��' TRACT B — Ews Ews — EXIST. WATER SERVICE i1 � �--------'------------� .. � .. ... "-'------------1 � / . �- =---------------------� � � � , ■ 1 (TOWN OF VAIL) EJT EdT EXIST. JOINT TRENCH �' � � �--='°� �y�� EES EES EXIST. ELEC. SERVICE --------------' I 4 I � =�� l / / P:\TOV09004\dwg\Master\Phase 3-Plaza\DEMO-LHTC-Plaza.dwg,4/6/2012 11:04:11 AM,Wadey „ j ` � �, � ; �� Exisr. sroRM iN�Er : P i m � � `- %` � / SEE ALL DETAILS ON . - -- , � -- - : ' ALL ASPHALT SAWCUT MILL � R'"'. = 8'4s.'� SEAMS TO BE INFRARED SHEETS EMP-0011 & � � � INUERT 24" (N) = 45. ' ��,EV I � _ \ iNVERr �e" �sE> = e� �MP-0012 O � � - 1 � � � ., � _ �w ��'� � ,+ � _ �.m. 1 � � � -� J . � PROPOSED ASPHALT ' � d / �'' y �, � NOT FOR � I PATCH, SEE SHEAR �� I P � � � O CONSTRUCTION � S'iEP DETAIL, TYPICAL � - ------------------------ ' � a \ . � � � _. � � -------------- � H CONC. WING � O � � < � U C011 RAMP � O � O � � � � � LIONSHEAD � , _�� , fl � � � _ - �� .:�� ° ; �� _ � B 2' CONC. CURB o A ��:� � a � o � WELCOME CENTER ., w �,��. C011 (T�i'PICAL) �y ��?oo O � - ;;'� _ , �l � ro s�� , ;,° G; �` ii u �i , . Y •:� � �_ . ' ` a � . .", � � - - _, _ � � � � � � � - Y � � , , _ � , _ _ . . I�--I--�I � _ _ . , , „ � ,/Q�As ,_ _. � � � � .�� B.O � r 1 f�� W �� ti r � � . � � � � ` , � "w�, � � , , � � � � � � � I CAT RB N ,o � � C CROSSWALK ' , � _ C CROSSWALK - - ♦ WNER TOWN OF VAIL . , __ ' � ^ 0 ' _ V I o DEPT.OF PUBLIC WORKS ,,r ' 'p � � � � �� . �,, .<�.��; .�.8� � ��` �doo ,�� `��9 C011 HEATED PAVERS ��' �� ' "� � �"� --- �� , � C011 HEATED PAVERS R�vE f � O L�1 . �y 1309 ELKHORN D 9.3� `� Yp��i � �V � - - - -� OO � VAIL,CO 81632 � - � �7.5 � 7HERMOPLASIIC "BUS ONLY - �' t:970.479.2158 �� `r��A �, MATCH EXISIING SLOPE AND , PAVEMENT MARKING, GRIND OO �=-- ' ''-- W CIVIL ALPINE ENGINEERING INC. F � ELEVA710N OF CONCRE7E 1 ASPHALT TO INLAY (TYP.) ENGWEER 34510U.S.6 UNITA-9 BAND AT PROPOSED � i�7 IXIS7ING S7F21PING. EDWARDS,CO 81632 MATCHINTOEXIS7ING ; \ � � � � � � � � � 5 � � CURB AND GUTTER .:, .O� � � 47.2' CROSSWAUC CONNEC110N � � O� , s '✓ J - _ � �� O TO BE REMOVED (GRIND) t:970.926.3373 � � ' LANDSCAPE MARY HART DESIGN LLC � . • � < 48.0' �� l�,�� ' � � � � ARCHITECT PO BOX 8258 47.6' �� < � ¢6� � �6 0' �� ''�'�> � � � C01 1 ( B 970.453.5878�,C0 80424 � , � � J �♦ a• �oE > � � � � � 4 \ �, � � � � PR�p��P��TFOR ARCHITECT 4240 ARCHITECTURE INC n � 6y � ' �� `�« � � � ��' �A gUS PULL � „ 3507 RINGSBY CT, STE 117 , ��, �� ° �. ,. ;�3 � �! �w � � � PROPOSED 4 DENVER,CO 80216 48A � STRUCT 2, O. ♦ � � � � DOUBLE YELI-OW S � ,� ,:�<. ER Fl20M� ��Y . �� s � � ► ' . � _ � _ t:303.292.3388 � MEP BEAUDW GANZE CONS.ENG. E�D � CONS7RUC ENGWEER 110 E.BEAVER CRK BLVD. � � � �,1, o q - : �� , . r�� ° ; ,, , �.�;�.,. � y� , : � �•� � � � o � � �x i - TRUCT CONCRE'iE CURB TAPER FROM � CONCRETE STAIR � � �`, � ^ � �� "��:�,t�� _ � dc GUTTER. 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C011 (TYPICAL) MILLS,WY 82644 OU7LET � �6�6. k � �`'`��'�� '� °" �`= P.O.BOX 2117 LOCA710N UNKNOWN � ` 46.45� ��ti�� „��-�."y ,.;", _ ��`�. - � s t:307.315.8054 �_ � uwDSCnPm nR�►,I L�LLL�\ `� �O � ` B CONC. CURB ._° � .�. � � , '_ �. c PERENNIAL AND ANNUA� ' �� ° ,.` . y� � _____----' `� ° �, ,� y i OWERS BEDS ONLY ^ I : • 4 LLLLLLLL 1 4 46.2� �c1% , � . __,_ �7 . 4.J�� f �,.: ,r.,�'`� Ci 1 (TYPICAL) _ +46.4� VAIL 21 ' �� _ , . � � 4 2' LLL �• 46 '�� ----- A 4" UNDERDRAIN! � J' . uw�s PED AREA �h°�" 1 �- ' ,I: 45.5� d � �'4N ��f� _; �` c�,'(�� 1 (TI�PICAL) ' j. � (REc ND. 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WATER LINE -� �� ' ` 4>.57' °0 � �� MATCH INTO EXIS?ING Q. � � 36.6' • ��J � �_ 4>.35' �� NO 37g, ASPHALT WI7H SHEAR STEP ��-�-� - Ews Ews - EXIST. WATER SERVICE � 40.65' 40.74' �� ' . - � f �;��-�� 1-L' O � �� ` � EJT EdT EXIST. JOINT TRENCH -__--_�`_ I �`o;�.E'�-��-- I CONSTRUCT 2 WID `� \_.. MATCHLINE � SEE SHEET EMr C005 EES EES EXIST. ELEC. SERVICE CONCRETE PAN. MATCH � � '�' I � PAN TO FLOWLINE \ P:\TOV09004\dwg\Master\Phase 3-Plaza\GRADING-LHTC-Plaza.dwg,4/6/2012 11:12:03 AM,Wadey �::� � _ �_-_.,_m�._ , � - - - APPROX. LOCA710N OF , ,;,. � . . . � � 'L--� ` y .__„� . . _. -. .�. _ . END OF EXIS7ING � ` � , r�. _ _ , _ _ , . / � . N / : : _ � I,� e SNOWMELT MAIN `'�� - - �^ • , �� / , :; � , �� . _ _ ��I/� ///I�\� , : � � 8 L � � , _ � r - � � _ �, o»� � c�� • . r�; , \ �� \ �� NOT FOR }7 � ' '� \\ � CONSTRUCTION ,�� LIONSHEAD II =- � _ II � ��, - � \�Q„/ 1k� L d �. _ _ _ _ �� . • ' . � � � '" e' , . . 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Do •� �� _ F CONC. ADA AMP PAN NA7H 1' DROP TO FLOWLJNE. DETAIL, TYPICAL SIRIPING ' � ENGINEER 34510U.S.6 UNITA-9 �6.O' •� _ � SAWCUT EXISi1NG ASPHALT BAqC � C011 (TYPICAL) 1' TO FORM AND PLACE � � EDWARDS,CO 81632 I � ��• PROPO� S �DE �,, � � _ _ _ __ _ t:970.926.3373 ^ Z•� pA�� g�►pING F� CONCRE7E. PATCHBACK ASPHALT - - _ �.L � pULL�T � U7ILJZING A SHEAR S7EP - � -- �� LANDSCAPE MARY HART DESIGN LLC C ,n w � �gU pROPOSED 4" _ _� � PR�pp�p 4' DOUBLE ARCHITECT PO BOX 8258 � pOUBLE �-OW S��PE YELLOW STRIPE ' BRECKENRIDGE,CO 80424 � � � ;; • ♦_ _ _ � _ - _ � o t:970.453.5878 � o � - � CONSTRUCT CURB I = ARCHITECT 4240 ARCHITECTURE INC �o r � � � � � � � � �H E�D ;>j � i i - T R U C T C O N C R E I E C UN B T A P E R F R O M 6' T O 3 5 0 7 R I N G S B Y C T, S T E 1 1 7 W � �'ON , ,�,�'_ _ _ �� dc GUTrER. SAWCU EXIS G ZERO OVER 6 ' DENVER,CO 80216 � i ►`�"�' ` ASPHALT BAqC 1' TO FORM � � t:303.292.3388 � � b� �� Y;� AND PLACE CONCREiE. � OSED 4 ° ��/L �� TAPER 6" CURB TO ZERO PATCHBAqC ASPHALT S�� yy�{�� S1ftIPE I MEP BEAUDW GANZE CONS.ENG. 2�/� PROPOS'ED ASPHALT � _ ' AT RAMP OVER 6 U7ILIZING A SHEAR SiEP , , � - � - - � \ R WAY NGWEER 110 E.B VER CRK BLVD. V J � � �� OPO _ � �_.� , � . _ C URB _-- f< PATCH� SEE SHEAR � TO CONSIRUCT CONCRE7E �, � �� - � . �� ,•, � » REP� ELOCA'IE E 202EA P ALT STRIPED WALK - �-ms �� \ EXISTING IRRIGATION UNES ` S7EP DETAI�, TYPICAL � � DRIVE. SAWqJT EXISIING % � �ATG'FI t�11 � � �, �� ,r� �� TAPER FROM 6 TO ZERO � ---- � � - ASPHALT BACK 1' TO FORM �� _.-n� � �� j ,'.,�� ,. �. �.� � �.�� IN THIS AREA AVON,CO 81620 --- AND PLACE CONCRE7E. - l`' � � �, �<, ;, `, `r��,., � . C. RA � � � � :� � �; I �y .9' - STRUCTURAL ENG NEERING DESIGNWORKS �- �-�� PATCHBAqC ASPHALT -`� � �� ^� � ' -� �� ; � '� � T.O.V. ROW Ll E PICA �� B 1.5� CONC. 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WALK C011 (TYPICAL) ' � L`L ' :�� a 4 . a . f` � 0.7' C011 TYPICAL � � � .� � a �� ( ) U � � � o� a � � i � ,� � � N � a �' . l I ' , i= o°�° � a.a' I 4� u�, a • � (� (a 'c� O ° d � � N HEATED � � /4 � � � /' � �! � � � � � d 9!` PROPOSED CONCRE7E � O � , I a � � C011 CONCRETE � �, �: eow TO EXIS7ING CONCRE7E (RE> � �, g d � a. a � : � ./ 45.0' TOW � 50.9' CHP/�MP S003 I� > �.� . �R M �11 ,< y � 89 a . � �� ,, �° RELOCA7E EXIS7ING r 49.0' / W `v O � ° ..\ �,�j .�; T.O.V. "WAY FlNDING" % + .3 �•�9° ,� G � � � � � � � 43.0� -2r;Q SIGN/POLE% >i; -f50.8' ��a� ��.0' � � ✓' �J�d� � � ,' ,�i � � � ��GFp� � � � � \ .e:\ � 42.4� d � �, a, 43. � °' � �'�� ALL ASPHALT SAWCUT/MILL ;y U �. , ,� 42�, ''' 2.0 �,. , EXISIING FRENCH DRAIN 1HAT SEAMS TO BE INFRARED J ; ,s:. -- �. � / CONNECTS TO 1REETOPS BUILDING - _- _ - � ._. , 4 ,�.;; ; �� • _ "' , ° , MECHANICAL. 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SCALE� 1"- 10' ~ p �� _ : , �;:` r 4r_ R�LOCA7E EXISIING ' ' .,�1 .O�� 1\ � coNrno� eox GARAGE FF `�r� !� 2 5.0' ' Y � a�.s� LEGE N D 42.5' �RA►NAGE EAS ' �, REMOVE EXIS7ING ASPHALT AND / � ' 1 EMENT REGRADE DRIVEWAY TO PROVIDE 3X ,� �� / PAVER-6"X9" CITY STONE PROPOSED �� \\, CROSS SLOPE TO CURB AND � �� 40.5�`t�� GUTTER. 4" ASPHALT OVER B" ABC �� (60MM THICK) � ASPHALT I HOLLAND STONE (60MM THICK) „ CONCRETE ?�/ \ � � PAVER-4"X8" VAIL BLEND � D R A W I N G ��39.5� EXISIING�CONCRE7E ,� � T I T L E : , ` �.. �'°' PAN TO'�MAIN ' � �� •� 3z ¢O 39.8f� _,_ ' ,,36.0' ` � ~� ' MaN EX�ST�NG ' I �- T _ _ _ � � 47.5fEXIST. SPOT ELEV. - -f3B.3" � SNOWMELT MANIFOLD ! � �� \�', � EXIST. IRRIG. VAULT 47.1�+ PROPOSED SPOT ELEV. 3 'a� 39.o TREETOPS �� '"�� -� SIGN � G RAD I N G � � ' 39.8' EXIST. WATER VALVE 38.6, � TBC � �� EXIST. STREET LIGHT y o �38� OBTAIN PERMISSION PRIOR TO Y � . ,` CONDOMINIUMSVAND EVAIL CONDOMINIUMS � EXIST. STORM INLET O FIRE HYDRANT P LAN ' � +38.5 CORP. 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SLOPE O • ` �EES�EES/� 1 PIPE TO THE N ,��T �84 (W) =E 5142�-�EE5�EES E �� , I I�u�i II�I1 GY�1�I Y1 �f1�4t�fi _��r.�-" ?'yl � ARCHITECT PO BOX 8258 ,,�,,,- �� - 1.0% MIN. � NORTHWEST �� BRECKENRIDG , 0 80424 � � e' ' � '.. �'� F.C7.=�.4� ..-�. � .. "'-�;. ... . fES� WS-EWS-EWS-EWS-EWS EWSN EWS-EWS 5 �EWS ^ �' . fi�-�LS-� \\ �� t:970.453.5878 E j,�°'`��I l/�/�I-1�eE�',�r 139.3' ' ,��I��1�1��♦111��111 � � � C �. � �"��., ' INV.=8147.1 � �4E5 � s � 1 . . fes ��E�7N�RTT2"�SRCP /ni; -Tv^:i' � RCHITECT 2 x6 STORM INLET W 18 . EfS ` FES I� � �� ' -�° ,�,, g� � A 4240 ARCHITECTURE INC � � ..� ��, .,� • • � '� SUMP � � `'.� � _ ,_ �Ees` �Ers � � / �� .�.�s �� E��rsts� '�'' 3507 RINGSBY CT, STE 117 � �' 1 °�., �, v eES--_ - w RIM. = 81t .20' � '�� " p -. ' � `�' . � ,� „_e___�ie� � DENVER,CO 80216 t:303.292.3388 -`�� e� �,.�--�° ��,2a, INV. IN 24" (N) = 8 1.41' �,; j �° " � INV. IN 4" PERF (S)= 46.5� "` � �� -- .,��,��,�� E� fi``�� MEP BEAUDIN GANZE CONS.ENG. INV. WT 24 (E) = 81 1.21 � 18" SUMP ELEV.= .71' � � j ,♦ /� � �EL E�'E ENGINEER 110 E.BEAVER CRK BLVD. ''� i �,�` , `$�' '�ANDp�y IN � ��Er,� � � STE 202 � � � ♦ r / P�CE UNDERDRAIN. L E O AVON,CO 81620 � � MOVE EXIS7ING INLET GRATE, ADD CRE7E BEGIN 4 PER TED � �� 1 �, � �� 8�� RCP � � � sr.�-�E� RISERS TO RAISE INLET BOX TO THE � y � � � W � F MI�� STRUCTURAL ENG NEERING DESIGNWORKS �, � � ♦ �.�� SURROUNDING FlNISH GRADE (46.00) , ` I � ► �, � , � � � INSTALL 7i2AFFlC RAIED (H20 LOADIN ' X 3' INV. 1 J ENGINEER 1169 HILLTOP PKWY , � °i�a ♦, ?�. "- m SOUD METAL COVER • - STE 206A � y \ ��,, �� R� ` ___ - RIM EXIS'i1NG= 8145.3' � 4' PERF. UNDERDRAIN ` " �` STEAMBOAT,CO 80487 � � �, ,�p� � }° °�� IN TO . � • �p� � ,/ - RIM. PROPOSED� 8146.00 �46.0` � ��` r q�n RaF��n ,. __- .. . � _FF�.,: • m � „ , �� ,,,, INV.=44J IRRIGATION WESTERN HERITAGE REM A7E AND � 1� ---- :: > ABANDON LUG EXIST. INV. IN 18 142.6 : , t/ % . ,,___ � � `� a \ ,�.�` 1 /�� INSTALL D 2'X3' `., p • " � INV. IN EXIST 12M(N) = 8140.1 EX�ST. STORM /NLET `� y y � �� METAL CO�:� ` SSe INV. IN EXIST 15 (E) = UNKNOWN . ___.- - " - ' � . ESIGNER CONSULTING ENG � • , � • , ,-__ , -- ,r ---- - - - ,�, -�� '-�- - � � - - P.O.BOX 2117& R/M. = 8147.3. I`� , � - �\ _ � ( , _ _� �,,; - � ♦ ..� . -t D INV. OUT 18 S 8139 3 ��.� INVERT 18" �S) = 8144.9, N I � I aLE-�LE-'sLS ELE�ELE�sy�- . '�, 8lE _ � `" N ,, _ : :�," �, . _-_ .=�i�r�� 1 , i ., \ \ � �T ----�-- i�i�i�i�i�i�' �'. ::: �♦, \ E � �:�� " �� MILLS,WY 82644 IiERT 4" (Sw) = 8�45.�7 �, � �`� �� . p _ �,��'�'� �'�� t:307.315.8054 e � � � 1 � ° _.� � .. . . - �'� y J „" 0 I ` 1 '.� `y� XQ � ^ n � ��i� �� - ,. „ _ �_ , _ ^_ � .. , ,��, ' � rI '. I, i � �. �PT ` CONIRACTOR TO POINOLE 'F 2 . �� ' _-. I - �;, y 1 0 �� waT '��' EXIS'i1NG WA'IER AND PROVIDE � � '' ' ---�-_ ----� ��'--- _ _- 4 PERF. D�3� `� ,-•� ----e- � ,, _, �j WAT-WAT-- �-� �,. /' '` . `"" TE.�f :� TE- � i ..� � � a �*{�r'.. ,� ,.�. ,�,,-,__.� �.er�wnr WAT- ` �OCAII�I AND ELEVA710N TO • � �� __ _ _ �o , y I � O 1 � C,�i� ,��'�.. ENGINEER FOR P07EN11AL � I =44.0' ,�. ''�� "D � �EL-TEL� � O»_� : ,' r � 6 � � l �� `' OESIt�I REVIS'IONS � ° �"` ,,,,,;�'�� MAN _ �,+- � � �! _ �, � F 1 Z HH TR H DRAIIN �� si+� ' � � � � � i I� �� 'N !� = 8146.3' �` �\ � �'� ��'i ___------�a--�± �� O � �LC � � � �� 'y� �e� � % � � � T a � �I � ,, ,, �,m,� y� � , --�- , _, , � � �, � ,� ; ; �o+ . , a a � �� 1 i 41 ---- ' �� ' /4� i � v' y � ';il � '�+ � -- �_��-_-'--- `� � '�! I�\ �a �- ------ „", �i i�/ � � � / : / %/ �" i � ----- ; _ �. ----- ' - _ . �f :, �-- i �� : � I� � 1 \ `��. � 4" PERF. UNDERDRAI i---------- `.\ ' %/� \ ' � �' s ,;` :�/ i� O U M(� � • 1 � . / 1 � . % 'I / ,,a/, . V � `"I � � ��` %, ,�` - i F.G.m45.5� �/ _ � ,; / „ _ � '�/ � � �+ � � � 1 �� `��. _ i INV. 44.2 j � �`�� $��.8 �� , �q ,, � � ��/� � p�� EXIS?1NG DOWNSPOUT TO a '�� -H+ U � 1 � � i � � I ;� .� �� REMAIN. MAINTAIN � ^♦ ^♦ ; � � � � �\� �" 1 �� j�/ �;�� CONNEC?lON TO BUILDING > � W �W O` rl � � f \�� 1 � �, j �I ` � STORM SYSlEM � � C ) vi y 1 , . � � _ � .�►!r � ,. . / � .. O V � � � �� I . �' � . . �� / �, � - . . � � \ _ {. . � J I / /� i. �� ._ �I �� '� �1' � ; ' 81 �5 / � , � ' = � � {1 - � %� �� ,� �� `� � �� 4� Cn � . t � "3 1� ,� 1 �� / � , I� � X /� . /��F� . , �I ��,4 � F . � \� I � ,:. � ; - i. �, / INSTALL 4 CONC. MANHOLE ; � / . �' `,, , ` E . < . / � I 1 � `� � i ip RIM. = 81�.5.80' i � 6p \ � � i L �A ' � rl > 1 ' v � `i / � '. �a � INV. IN EXIST 18'(N) = 8138.10' i � � � ' V /�� "3 \ � ' V \ / � . . � / % � r, . W � � e� � �'�. f INV. IN 24 (VIQ = 35.61 u U � � (� I J � I �'�' � �` �-' ' d � �'� �� ,;,;� / INV. OUT 24' (S) = 8135.41' ,� i� �° a \ � I , �\ �P/ �/ � � � � /� / �/ � � � � /�� ~ ��-�-� i \' � � , \ �/ �/ \\ '�. / �/�/, �// ' W `~ 1 y 1'`APIAIV_{ �\�,,� � ,. � ♦ `� / �/ � , �� I � , �� 0 � � L_��J.. 1 � � �:�. 1.\ \ /� / �_� �i w % /� ,// .'� / �' t � � � I � '. , r �� a 1 � � 4� � �a : �� -° 4 PERF. UNDERDRAIN j �, / i ;' / � � O � 1y y� '� � 1 \� \ � \J , / _------- ----_ �-� F.G.=44.0' � �.-' �' /�` .� � � � � Y t�� ` � ep \ ,�o INV.�42.7' � �� ;° (� � rI L� '.� �'b� i � �, -� /.w .��. ' _ ^ � , �� , � 0 1 I�t 1 � � � � , iI � .S � �� I�' 1 �y� I � �'�+a /A/ ��'�. CQi `� � .�'p 2'x6' STORM INLET W/ VALLEY ��j � � a O �^♦ � � � � j� r �� t�� , � � / �� '�� 4" PERF. UNDERORAIN �� '� ' � GRAlE dc 18" SUMP j � ;'�I � � f �I -�1 I I l ' � F.G.=43.8; �v� S� RIM. = 8142.4 ' . �`/I , k�'� �� W 1 �� rl � p� � �� , � -- � INV.=4�.5 N - INV. IN 24" (N) = 8134.91• ; �� J U �' �`' , � \ �- �� °'� � w INV. IN 12" �� = 36.66' ../� � � , �� " � `� � r�;� � INV. IN 4 PERF (Ede1h�= 37.95 i .� � ,' �° � �- _ }� �q / . w � , � � .,� i \ � � � � r � :i�� / � � �� :�� -'�"- ` � INV. OUT 24 (S) = 8134.71 � ADJUST INLET TO q2ADE � I � _ ,� �� - �♦ `., � � � 18" SUMP ELEV.=33.21' ,'.j� � ,' r � F f, � / / � U � EXIST RIM=41.8' � � � �� \ .. o p ./� --' � J 1 1 - NEW RIM=42.9' ' � °� ♦ . � � �;.i � c� �� W �' US'E EXIS7ING INVERT OUT ', DRA/NAG liG��T G TE '� �. ��` o �� .i �.' / �� I �° S�J1.O' � - (E) =8138.0' , ELEV. = 8 1.8 0.,n . ` m� at ,' �� , _ � ' �`�7NliERT (N) = 13�.��:' � ;�;��.. p .��;i�� % � � � �� , � '� INUERT 4" STEEL 8138.4' F � �%�� . � �',�,� � � � � I � � 1 �� .�� / n� -._ a ,�, r lN UERT (E) = 8138.0 �, �. , �� I � ,s' � � � y " RCP 75.0 LF O 1.79X �, i ��, �_ , �� i�\ ,'/q� � y , �� - I � l . ��\ ..'.. - - ' � \ h ! � 1 � �� ,- ♦ � _.. , - i` �`� � � 1 � � � � ^' 1 t �� ` ` . �� ` �� ♦ �� .� , _ ... _ _ _ � e°9 1 � �' � � _ . � �� ''-----------° _ � , , � o �, , � , � � _ -_�:r.� � � , � '. � R E V I S I 0 N S � 1 � �--1 1 � a + � � �'� ' �� J �� $►A � � y > � � r �' I ' s �A �/ ' i F i' �� I �F � � �,�/ �\� ' � � , ,°, , f N0. �' � n I �� '°� ,..� i I � �`� ��T� I I ! � rr.d°'.. q� 1 � 1 10.27.11 DD PRICING SET � � ! � --'-�� i ��;eF�4� �g ! ,-�- \�e+�\\ �\ o , 1 � _ � p CONNECT TO � � �r o °' / . � __ � \ \ 4 12.2.11 60/o CONSTRUCTION DOC. � l _ - � I- �----� _ . . . 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'c,� I p ,� � �% � � � (60MM THICK) � ASPHALT ' - :�'<- , " `'� �„ '�� y `� �, �i � � �� • �`� I N ��r N _� � � ' �� PAVER-4"X8" VAIL BLEND D R A W I N G , � �. � �` / 1� / STONE ( OMM THIC ) CONCRETE , •r 'J ' � �_� �� ` � �� . �-�-�-�- � �f \ _ . � . -�' 0 A�7tEMmV�0.„o� �� i � ... i HOLLAND s K ��; ..' �� T I T L E � � �: -� � > /: � � � � __ + �. a, ��e�� ' �C, �� i � �": `-,,._: � � EXISTING �a ��_�1 _ t; / ! 4` I » ` �� 15 STEEL ¢ , , `i'�i��,� i MAN 47.5fEXIST. SPOT ELEV. , � �� w „ �,-. �; '�r ' , � �� i � � SNOWMELT MANIFOLD i,, i ► ar � �o�� , � i _�," , � �!'. � -- f -_c �� n �z � �'��O s � GARAGE FF 47.1'+ PROPOSED SPOT ELEV. '��' I � � � �� '*�� i s';�:-�?_•.��. �;?�.�,.�, ,,• ,;.ti�;,;.sK�.;•�:k;z=;. � ,�.. , r M � EXIST. IRRIG. VAULT STORM ,�r, � _-� �F, 1 � ��_�_ 1 _ n?,.K". '.�i`+�r'^"'.Y '•'�'• >'K.+ :�;.'�rv.'v I � 'if �' 'j \ `! � \ � / /� �/ �� V1.�' t\ • :ar � � � � EXIST. WATER VALVE � i � `, � SIGN / - - �✓ '� � ;,;� _- � `'� � � �' w�` w� �� y i , ORA/NAe�lN ; G. , ' \� » / � FIRE HYDRANT � j / �ti� I � � _ - i �� EXIST. STREET LIGHT y a P LAN i �� `� a' � � � .R�MON��OISpOS� OF I -;i ; ELEV. = 8�7 -/- 1 � ' � Y , -%-�-w �,� I y �� "_� �- � - EXISIING INLET � 'q.� RT (W) _ � .8' i� �% �� 1 �� EXIST. STORM INLET � SEWER MANHOLE < 5. � y� , � - �- �� `L-�'�� / -- ► /� i `�� ORAINAGE INLET GFATi_ ' � /� �,- � '� �n �� EVERGREEN TREE � �" L 1 � I a `� , � 0 ELEV. = E:40.1' r i �;•: yE ; :' � \ � � -.._ _._..._..._ FLOW & FLOWLINE � / " I � � lNI/ERT (N) 3136.0' i �'''� E i � � \ � � � `� � � r�� 8160 --- EXISTING CONTOUR � � .„4 � �, 1 /NI/ERT (E) 8137.1 i . . /T' / �,� / �� '' I TALL 2 x3 STORM INLET � EXISTING STORM SEWER D R A W I N G �- ��- j I j � lNIiERT (NW)F�= 8135 ; � r: CONNECT EXIS7ING 18" STORM �`� \� � _ - - - �■■�� L INIiERT S = 8135 ' � LOCA?lON V. � EXIST. STORM � � � ��/`� EXIST. ELECTRICAL LINE N O : .----------TE � c�,,E.� � � a i < � � � �, � � ,� , � ( /� -,�-�� -�A�-�AS--_�� , I � ° � . TRE ETOPS ��, , , _E�_8�_8�_a�_ _� �, � � i � � � � ; F 2'X3' VALLEY INl_ �- � � / IS APPROXIMAIE, iNV=8133.�) .�� ,` � RIM=8138.0 �. E�-E"� � w �, C012 (TYP I CAL) o � iNV. IN (24") a8133.s2' -�'�-�"�-°"�-�"S- y �T � CONDOMINIUMS / � EXIST. GAS LINE � � T , 1 + �� INV. OUT APPROX.(EXIS1�=8133.7� -a�sL-raL-raL-rai- �� ,'� w."' 1 � � -� �� ° � ,� INV 4" PVC=35.0' EXIST. PHONE LINE / �wA�f� AT� ��`` � � � i � w 18" SUMP ELEV.=32.2' � I p -�sa�r-sair-sar-sar- EXIST. SEWER LINE y t ,,�-� ��T � ' 1 � ,, > �; j SEWER MANHG�E MH 0660 � � `_. ` � ,r---`��'''`" `�` ��' � j � - ,,, �k, ` ►RIM ELEV = 8140.5' � 1 EXIST. WATER LINE 01 \ ► ^� w � ,,, � IN ELEV = 81 .3' � TRACT G � -IIAT-IIAT-IIAT-IIAT- r,�-�"1jESS�C'e�� / � � , _ ! � - -�-E�-�-�- EXIST. WATER SERVICE ..f.x�� _� , I � __�� P� 8126.5� �� , e *� 6,; SEE _ SH EET EM P C005 FOR � �>�� _�� I � hNV'`�L€V�` 8126.0 TNE VAIL COR�.J "--- -ur-ur-Err-Frr- EXIST. JOINT TRENCH � � __`, � A D�fi-TrC)t�-A O R M F A C I L I TY �A , � 1 �t �� _ � <_ss � � � �., �, -EES-EES-EES-EES- EXIST. ELEC. SERVICE P:\TOV09004\dwg\Master\Phase 3-Plaza\STORM-Plazas.dwg,4/6/2012 11:23:46 AM,Wadey 3 n c m n � � IN TALL TOWN FlBER OPT1C ` ,' fr�� ; � ° `� CONDI�IT IN PROPOSED STORM �� _ -�u � � — TRENQ�-I, (1) 4" PVC CONDUIT ,�� O ��'`• �� f�� ` � �� LIONSHEAD � � � " �� p (�URY AT 3' MIN). FROM �� V WE COME CENTER TO NEW � � ;��/ ..G � _ .. � ,._.� � � � , �, � B�S�S�E�,�R. �ooRO�NA,� � `� ��, � _ �� WELCOME CENTER . �, � Ess � WITH .O.V. IT DEPARTMENT = = ' ' EXISIING TER a , � o o - k. _,+ _; � _ :� � : : . GATE V LVE y S� �� O° �. � � Oj 0 0 . � Ess � �„ �. � , �, ��`= • � ` , � � .�ti� . ;� -��__ _,.�� ,�� CONS�TRU�CRION .w ; � � � ��-. S C�� '� � `�� - ,- _ - w � I � , m � � ' • �SS : , _ ` ., AS GAS v GAS i � s .- �FS N � `'� � / �' �\ S �—' SS/ nV y ess � m � / � EES EES EES EES EES EES EE EES . - --�- -- _ �� \ :` A EE � � �E E , ,_�,''. �� ` � �n _ _ - . �, _. . , �� _ � v' Ss � EES OO � CTV � �_.� S a � � %� ,, ! �� EES _� EES o �._- E \ � \ ;� � SS---- � G � \ � I E � r-� EXIST1NG T.O.V. HANDHOLE� E❑ ❑E � `� Gy -p ES ,EES `f' ADJUST RIM TO GRADE IF m \ �� EES -�� LE' - y PIC � PIC �y 2 rj � /'�'` ' NECESSARY "' __�= EES �SS O -- � � �� / PIC � - PIC � , �Q' S �--�... f E'S � — EES � � _.. � � � � :� � a_ � - � E LE �.`, o _ � � � � .� �. ELE � ■ � �� '°� � � ESS EE,�"lVS EWS EWS EWS_ - EWS 0 � ELE N \ ... - �` ��/ - EF� �t- ,... EXIST1N� PHONE VAULT � g �, I , � . �SS -__ E�S �_ EFS � E I�I � �_ E55� ESS �� ELE� ELr� h�� i"°�� ' I I i"'�, � L�� '��I 9� f� 1 ,�, ,. 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ELECTRICL � yYAT BRECKENRIDGE,CO 80424 � \ ,�i m SHE T MP E-100 � WAT� W AT � � � � - T� AT : -_ _ . _. , t: 7 . 5 .57 � � :, �' I- EL ,o ELE—____� � ., LE A � 7' __-.--------------- ---------------- � I 3507RINGSBYCT, STE117 EXISIING ELECTRIC MANHOLE. v1 � FS '� ��` � ti �+ 50 WAT� W AT _�___----- i DENVER,CO 80216 NO GRADE ADJUSTMENT t� =-�' � �+oo J i WAT � y EXISTING IR �HANDHOLE... \ I i _ � —� WAT �;-,'-�� ° -i :--.�� t:303.292.3388 EXIST RIM=47.26 � ,;-- -------0------- �- . . � NO GRADE AD�.SI�(ENT p+.5o � PT ; � � _l ________-----�-� p�C = T�L�°— ENGWEER 110 E.BEAVER CRK BLVD. EXIST RIM-q.�4' ``. �_ '�� i A,y � .,% P�C _� �a�V a�� I y o+o0 8�4 5�� W A T� wAT WAT Q SEE PROFILE SHEET EMP-0010 _ � �, , A�' s � �'�� \ --- ,-- � TEL > »�` STE 202 � � \ �� A,S, . � /- "" , �� MpN d �� O � AVON,CO 81620 cf � „„ \ �"�'4-� � � � / � � S3 �/ / � t:970.949.6108 EXISTING WATER GATE VALVE. 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A v 1 O 2 � �I�+ � �` r�n �i . FS - a ,� � ,;! / � I � /' � (� � � I -+ � � ;� , a �€` � � � � — N — , � -, � � � , '� � ^ 8 9 43.9 I � -��o� � ,o � i ' i `' ' � Q`�' � C� � �C6 .� 1 H ' � � �. \ / / ; � �O� U --- S � --------- . � II n o . �' ; � � INSTALL STREET i / j f i � � ^ � i ,% , � o � � � �� +� , = LIGHT (TYPICAL) � �� ; '�a <�� L.L � `� + � � o � � ..I �. Q '�. ' ., � % � � - � � � O ' I L/1 � � � , a � i �� ._ � � �� /j 8143.�9 e o y �� , � � _ , , -,,� ;,- ,_ ,j ` � C� � � ~, _., ° � � y 1 a "� I _ �� __;_-.-- '� �� ,a �r � � � �'. ., s�: SEE IRRIGATION PLANS/DETAILS � _ � � � y � � ,, �� -`------=-_-------- � / � ' ` t• ,`; FOR PROPOSED IRRIGATION � �--� � O � I � o _� I � , z f � � � � � r � I � ; R H P HP — � I / T ENC SHEET EM C I 201 � � � ,� � EXISIING BURIED w � �� \ ,-'° � '° C � � , .O � � FF , � ', �� ^ � _ I WATER GATE VALVE. a oa Q �\ ��` -_ _,,, , -'� � .Er'~ _� , _ - _ - -=-� ��-=--- -- �- - - J U T, �,� _ " � ADJUST TO GRADE o " ' 8�'8 � � � I EXIST. GRND=41.3' INSTALL NEW T. . . DUCT VAULT \,\ �' ___ S�d / `' }� � � _ y ir'� EXISIING � ' -� � PROP. RIM=41.6' I �.� AND EXTEND STINCONDUITS �� sa � ° � / � � '`9 L: ' I SNOWMELT MANIFOLD � Q � — S3d � Q TO LOCATION �,2 — S3d____ ; RELOCATE EXISTING � TREETO � U ADJUST TO GRADE N �� 1 -_____ �`� � W � ' w �a P. IM=43.7 � � GATE KEY PAD INSTA EXIST RIM=41.65' � � a PROP. RIM=42.0' � ELE � ' �L� � �.� � 1 �� NEW CONCRETE BA \\ �� _i � POWER 5), WIRI� AND CONDOMINIUMS � � I VAIL � � y� I '� v� T� � � , a � � �. � y � �� , I i ONDOMINIUMS � � h`� �� Q W - �� - � % , GRAPHIC SCALE a a , II I � � � ; �a�� ` 0 10 20 � REVISIONS �` �� 1 �� , _ �'' - ,a ,% RELOCATE EXISTING c, t� � SNOWMELT MANIFOLD � '�� j � � : :�; Hd��-� Hd �i�� I � NO. ADJUST TO GRADE I ��I .�, � ,_ � ,� PROP. RIM=42.00' W � � �S - � ' _v'�: P�C � � � SCALE�1"- 10' c �`' �- -1 N ' p�� _ Pic — P�� / \ 1 10.27.11 DD PRICING SET =l W �_ ?�: �� r�� I� ;,� a .;.;;��: �� :<, � Pic � Pic � '�' �' 2 11.7.11 100%DD SET RELOCATE EXISTING � Pi �. � 1 EXIS TO R MAIN ��-� II f ( I q�I I: I I II p; I _ � �"°"`;;/ LEGEND 4 12.2.11 60%CONSTRUCTION DOC. SNOWMELT MANIFOLD �► ►'� 1i I i }`- GARAGE FF ADJUST TO GRADE r� � �� pr�, I , � .. . . � . ._ . _ -.��' r.: Nr � / , __ ��- » ' � -� O � SI$I B' 5 . . BID SET " 21512 PROP. RIM=41.80' �' ,�?� ��d � , "' - ' '" -"��` ` ' ' � � ;, ��/ . MAN PROP. SNOWMELT MANIFOLD 6 4.6.12 100%CONSTRUCTION DOC. -__ � �/�`' �I � I W \ _ • �j � / \� °° PH PROP. TOWN FIBER OPTIC , 4 � F,`� h � � ti� a � � ' I � ! PIC PROP. IRIGATION CONDUIT . '� � tn � � '°`�� 1 u� EXIS11NG ELECTRIC �5% � � � ° � a ��. ' � � 'TRANSFORMER P� PROP. JOINT TRENCH �s�� o � _>' �, y �? �i � � ^ PES PROP. ELECTRIC SERVICE ��7�, XISTIN� GAS VAL + EXIS NG WATER GATE VA VES. i� � PWS PROP. WATER SERVICE �r� � ADJUST TO GRA � o ADJ T TO GRADE +� ' � 1 � Pa PROP. GAS SERVICE T--T � o PROP. R M�.5' a " 4 '� I � RELOCATE EXISIING "NEXT 0 ��y__4� TE�' � � �K J RELOCATE EXISIING GATE PAVER-6"X9" CITY STONE PROPOSED - .�- j'�'l 5 � G S � v1 '� - m � BUS" ELECTRONIC SIGN TO ; ARMS AND ANY CONTROL \��r/�/�` � (60MM THICK) � ASPHALT TE'L .� P�I/�I�1 G �� GAS I � W � � N FRONT OF NEW SHELTER WIRES UNDER THE TREETOPS PAVER-4"X8" VAIL BLEND D R A W I N G S—� GA� I % � ASPHALT / � ' i . CONCRETE A EWS � EWS � I � y 1 `�� °.�'y�' � HOLLAND STONE (60MM THICK) � � T � -� � r CONDOMINIUMS \ T I T L E : �� `� WAT � 1 a — S3d � S3d I , SNOWMELT MANIFOLD �( A I S3d ' ;`�' MAN 47.1'+ PROPOSED SPOT ELEV. AT W Fd �� ' � ' I I ,,` � EXIST. IRRIG. VAULT U T I L I TY � W � � I ��' �' -� SIGN � EXIST. WATER VALVE �`� � , � �� , � � TRACT G w: �. �\�,� , �SS � \ �I � �� ` � " „�� N�` ; /� �• e � EXIST. STREET LIGHT � FIRE HYDRANT P LAN A� ESS � ESS S � �- - , �� (;�h-1E VAIL CORP.� � �� EXIST. STORM INLET � SEWER MANHOLE E� � ELE y ' EXISTIN� SEWEF� MANHOLE ��`` ` ',� �, �, - . ,: „� � � O. � .._ FLOW & FLOWLINE ` EVERGREEN TREE -...-. A� eES \ O Y � y �`-��I��1� � EXISTING WIFlIPOLE, t ` � � 8160 EXISTING CONTOUR �� ' � ��-- �� TO REMAIN ' / `, � � � � EXISTING STORM SEWER --- �� e ��s�� DRAWING / E�� FFS EES �r:��`E��-- �� ' �� N O : � � ' — ELE ELE— EXIST. ELECTRICAL LINE y � <, -- E S ` " ��y ' ., `�-- � \ � � . J� � i�,� ��_ ; . E \ � f' � � �\ � �� `� i � — GAS GAS— EXIST. GAS LINE � � 0 � l��'-� � ,�._-��i��,/� �� y r' �� ` _ _ ,�� y � — TEL TEL— EXIST. PHONE LINE . �";, /,� � - �; ` ELE �_�_- =,�� " � ��' C� . — SEW SEW— EXIST. SEWER LINE <1 ,,_ EXISTING SNOWMELT : ^ `� � � f"� . _� E-��\ �____ LE MANIFOLD VAULT ^ .� ` ',� �.�. I � e EXISTING ELECTRIC PANEL TO BE �\ � J � �� — WAT WAT— EXIST. WATER LINE �. . � � ��. .� � � � � REPLACED, POWER PROVIDED TO �� Q ' r� — Ews Ews — EXIST. WATER SERVICE ; ; T? - '� �, � � � I NEW BUS SHELTER (RE: � � + .. .j - � I � y � ELECTRICAL, SHEET EMP E-100) ' EJT EJT EXIST. JOINT TRENCH ' �j � I � � EES EES — EXIST. ELEC. SERVICE ., P:\TOV09004\dwg\Master\Phase 3-Plaza\UTILITY-LHTC-Plaza.dwg,4/6/2012 11:33:48 AM,Wadey 3 n c m n � 3 n c m n � 8120.3' , . 4 �i/�\��//�/.. ,."d � P . ^.;. F�pW � �� 4. � Q �, -a . ', , CDS3020 RATED TREATMENT CAPACITY IS 2.0 CFS,OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC 4 . A a. � INTERNAL BYPASS CAPACITY IS 20.0 CFS. IF THE SITE CONDITIONS EXCEED 20.0 CFS,AN UPSTREAM • +/-135° BYPASS STRUCTURE IS REQUIRED. 4 a . 6.25' F� + Max. a NOT FOR � a CONSTRUCTION � GENERALNOTES � d a �, 4 ;,. 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. • �q�� PLAN VIEW 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. Q N.T.S. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE �� CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. www.contechstormwater.com . ` :a- 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION Q 4 • � ��' 114 CONTAINED IN THIS DRAWING. 41.0 � d d � - a°. 5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. Q 4 4 d +/-65° � INSTALLATION NOTES � Q � 3 ��`. r 2,_9„ MAX. `�� 1. ANY SUB-BASE, BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN 41.0 � � CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. {. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND � � a d d � �'�r'� r"'� �4 '' I I r'°�'+ I�T I�� I �� .. 5.92'(5'-11") SET THE CDS MANHOLE STRUCTURE(LIFTING CLUTCHES PROVIDED). � CONTRACTION OR d �' $n .+. y �ater starts 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE i CONSTRUCTION Q a �n h� STRUCTURE. 1 4 � �' 4. CONTRACTOR TO PROVIDE, INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS O.�J JOINT �TYP�, IF 4 Q DEPT.OF PUBLIC WORKS I�2' I � V� `D'� � CONSTRUCTION SHOWN. � ��:,/ft JOINT ADD TIE 4 1309 ELKHORN DRIVE 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO ` i�� 4 a a Q VAIL,CO 81632 �2-6 � � A�V'lCALJ° FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. BARS a.. I , ��R` '� FRAME AND COVER � , a . � d d t:970.479.2158 :a I 40.0 i4Q:0 a a a , . I 8108.08 SOLU770NS_ (DIAMETER VARIES) -39:88*i . . a Q ENGINEER 34510 U.S.6 UNIT A-9 +_/r„ N.T.S. �;. 40.0 Q EDWARDS,CO 81632 • .Q. � • ,' �L ' .. � '° . , �' oc� SL�P� �ARI , � � 4 L� t:970.926.3373 „ , �• „ _' . o��e�hstormwa�e�G INSTALL #4 BAR 39..0 E EVq P�T .�S �.. � t� � d Q 12 OF 3/4 WASHED ROCK � 8106.0' (TOP OF SUBGRADE) CONTINUOUS AROUND 170NS� 1 SECTION A-A INLET AT MIDPOINT OF �_ �� /ft Q a ARCHITECT PO BOX 8258 Q BRECKENRIDGE,CO 80424 CONCRETE ABOVE TOP EXPANSION SLOPE VARIES 39.0 � , ' � a t:970.453.5878 N.T.s. N.T.S. OF INLET (TYP) JOINT PER SPOT + � CONTRACTION INSTALL #4 BAR ELEVATIONS i A CDS-3020 WATER QUALITY MANHOLE TBC=8138.6' \�.�Je-0 � �oiNT (TYP) ° � CONTINUOUS AROUND + 1"/ft813$•8' �o � stop� uA 39 38� II�T AT MIDPOINT OF a DENVER,CO 80216 a 3507 RINGSBY CT, STE 117 e a 8138 68' a�� 4" HMA /� �,�,�' PER Sp�TRIE$ i 39.5 aa CONCRETE A�OVE TOP a t:303.292.3388 ° RIM=8138.0' . � /'� ��Q.. E�EVa�s , ° a OF INLET (T�P). . . ° . 6"•a��NG . �� `i�ft � Q ENGINEER 110 E.BEAVER CRK BLVD. �. D.. 'D . ' . � •na '. �°..'-..�e . . MARKING TAPE T❑ BE D,. , , � * ° 6" AF3!; 8'�++� 38.0 �.. Q a Q STE 202 PLACED 24' AB❑VE ° T�P ❑F PIPE �- � � _. � AVON,CO 81620 � 8.1 . a a � t:970.949.6108 �„ PF,;, 38.0 �39 0. INSTALL #4 BAR a ° a ° Q �6" ABC D o� =m � �: 39.13 CONTINUOUS AROUND � . , g j i . INLET AT MIDPOINT OF a ENGINEER 1169 HILLTOP PKWY 8 � \ �TRENCH BACK FILL�\ , , e o ��J -� �'��f t A CONCRETE ABOVE TOP Q ° STE 206A �, �/\ • .' .' \ 3 8 Q O F I N L E T (T Y P). S E E a a _ S T E A M B O A T,C O 8 0 4 8 7 �\�� . ��\\,�'/�\`` � + � 38:fi � , . DETAIL C012-I. t:970.846.7970 �,�, � Q .` ioa + g� .. ' ' i ' 38. � o o. o o /\/ 38•6 � �: ��- , d DESIGNER CONSULTING&ENG � ,,�<,/ �.o o � p a:. ��/\� . � ,��/� O Q %\�, N � 3$1 i P.O.BOX 2117 BEDDING ��A� �.. .�. � �/� � � 2' X 3' VALLEY � �+ ��!i� 3�8• � MILLS,WY 82644 MATERIAL ,; p�� `�' ,� � ^�� '°� STORM INLET 38.6 + +� �. � � d �..\� . O �;/� 38.7 38.73 EXPANSION t:307.315.8054 ;�`/� . :.p a ./ PROVIDE CONTRACTION JOINT SERVICE \� � � �\ BEDDING JOINTS AT INLET FRAME LINE �\i ...� o \�/� ZONE STIFFENERS OR AS ` � _. CONTRACTION OR a `�� - ` \�/\' NOTWHAVE STI FEN OES � JOINTTRT PTIO F a . a �y �� > 3$�:�"� �� CONSTRUC ION � � � a � � UNDISTURBED � ,.: ,..... . � �/� � . . 38'S JOINT ADD TIE PR�VIDE ° � Q p� SOIL � .. ` � _ BARS ° / � . ...... � , a . \�� Q o : �-.�.. ��` 24" RCP PIPE IN, CONSTRUCT 2x3 INLET • � CONTRACTION a � 0 o. � 4 \ o � � o' . / b0 / . \//�/ .\ p ,, .._ . 6 .. � / CP. JOINTS AT�ILET � ON EXISTING 18" R FRAME STIFFENERS e� \\/i //%//� /�//i%/�%/�� %/%/�/i 4„ INVC 813�5R0' . INV IN =8133.92', � ° a � (v 6 � PIPE SUB GRADE � ' ° ' ° APPROX. INV OUT= 8133.7' � : .. OR AS SHOWN IF. a �--+ 6,• 6" 6" MIN. � � SUMP = 8132.2' �8:0 � FRAI�E DOE� N�T p � U }� `,e `�> HAVE STIFFENERS. °a_ a ° Q a � ♦-�-+ U ALL BEDDING MATERIAL MUST BE 38`� . 38.0 a Q � � W^♦ �� O COMPACTED TO DISTRICT �, � � � � O � STANDARDS SECTI ON A-A - � .. a aa EXP�A NSION � � � ° b ca „ , „ q , a N.T.S. N.T.S. N.T.S. � =4 I • . . � = I d Q U � � > B BUS ONLY SYMBOLS C WATER SERVICE BEDDING G TREETOPS DRIVEWAY INLET DETAIL SECTION H TREETOPS DRIVEWAY INLET PAN DETAIL I TREETOPS DRIVEWAY INLET DETAIL U � � -� � 0-- � � ALL INLETS TO BE CURB 3.. � � O � � CCS O � MANUFACTURED FRAME & �ys�� _ � � � WITH 18" SUMPS GRATE , a: a (I-3516) 5" x P"P x 4Yz" Blockout a Conseal � � � }+ � O WT. 530� � for Su ort Beam 102 Z Q Z Q � � ° � Q Z �Z Steps �12" O.C. O �n' � � g g g gd .a -a �� W 0 0 - . � T a - V �� f a a �� oa � � oo � � � � � Q z �' I n s i d e a �-! �"! � o� o� � � � Wall�� ,,,�,� � See Joint Detail �o . �. a : �.. ALL INLETS TO BE � � N � ' ' �4 Ton P-52 SL MANUFACTURED ee Join t De tai l � N Anchors � � v � 3:. � �s WITH 18" SUMPS i 2 Ton P-52 SL T e 13 or 16 Joint Detail °D � N � Type 76 Vane Grate � Z X Q Anchors Z X V Iley F&G N � 0 i Q Q ( ype 16 Vane Shown) • • x z z "' � � � � � � � � Type 13/16 Curb �� x + - 0 0 0 o r Frame & Grate o a � � °.i } °� `V `r 23" x24•' x2•• `V `� 18" x18" x2" � �_ � i fOM I tO�' � °' Knockout Typ. � Knockout Typ. o o . � � 30" x 30" x 3" R E V I S I 0 N S Opposite Wall � Opposite Wall � � � 30" x 30" x 3" 30" x 30" x 3° � Knockout ° 24" x 24" x 3" VARIES ip M � N Typ. Opposite Wall I Knockout Typ. � N O. Knockout Knockout Ste s �12" O.C. 0 t v P I p p o s i t e W a l l Typ. Opposi te Wa l l Typ. Opposi te Wa l l Q z 1 g � 1 �� » � � 1 11.07.11 100%DD SET 6' 2'-0' 6' 1'-6" � _ -I o � �o � ' ' � � °0 � �� „ 4 12.2.11 60%CONSTRUCTION DOC. _ �3 I - 4" 3'-0" 4" 4" 2'-0" a" �'N s° 2'-s" s° 2'-0" 5 2,15.12 BID SET 3,_$„ _ 2,_$„ p � s" 2'-s" �'-o" 2'-s" s" � s° s'-a° s° -- s" 2'-2" s° � 6 4.6.12 100%CONSTRUCTION DOC. ��See Joint Detail Walls A&C Walls B&D � s" �'-o" s" � � c� Walls A&C Walls B&D (Frame & Grate not Shown) (Frame & Grate not Shown) $�_�� (Frame & Grate not Shown) (Frame & Grate not Shown) � Wall A -Short Side X Z � � ,2° 2" � �0 _ � �l'IVM ~ NP. � 3� ---� 3�-$� ' ' i 2'-8 io M � 30" x 24° X 3° �o a �'is° 3/is�� lb'M / � I Knockout Typ. � �° Conseal a d a � \/ 14" TYP. N Opposite Wall N N D 2 Ton P-52� m 102 I I r SL Anchors -' a Conseal Isometric View + 3aIS ll`dl-��l`dM ;h N °� 102 m _ � v a � � r � � a < i Isometric View + a ao o � �O io Inside � ° � I � � D J � wa�� D RAW I N G � ° ° --a a N `� v 3 Z X 3 C.B. S T D. R i s e r s Special B/0 for� � � �, �„ � ° ; a � � W5x16 Beam � 2'-0" WALL A ° � Inside � ` � Height Weight Lift Gear N N D O m T I T L E : �_ a . - I I r � y 6» 2�_2�, 6» � g^ 3'-4" 6"� I �f �6�� Wall � 0'-6" 283 Ibs. 2 Ton Swift Lift r,� N r � 4._4� �j 3° a � WALL A o O • Q 3�-2�� } t'-0" 567 �bs. 2 Ton Swift Litt � Wall B Plan View Joint Detail Type 13/16 STD. Risers I f 3�6�� 4° 3�-0° 4'� 1�-6° 850 Ibs. 2 Ton Swift Lift ^ (Frame & Grate not Shown) Height Weight Lift Gear ---j 3-$ 2'-0" 1,133 Ibs. 2 Ton Swift Lift D ETAI LS 2" io 1'-0" 975 Ibs. 2 Ton Swift Lift Joint Detail Plan View WALL A-SHORT SID 2'-0" 1,950 Ibs. 2 Ton Swift Lift 2'-s" i,417 Ibs. 2 Ton Swift Lift } 5 1�" Type 13/16 STD. Risers (Frame & Grate not Shown� 3'-0" 2,925 Ibs. 2 Ton Swift Lift 3'-0" 1,700 Ibs. 2 Ton Swift Lift 3'-3 Ya" 3'-3 Ya" Height Weight Lift Gear 4'-0" 3,899 Ibs. 2 Ton Swift Lift 4'-0" 2,267 Ibs. 2 Ton Swift Lift 6" 7'-0" 6" f 2'-0" 3,304 Ibs. 4 Ton Swift Lift 5'-0" 4,874 Ibs. 2 Ton Swift Lift ZX3 C..B. STD. Bases $�-�� 3'-0" 4,829 Ibs. 4 Ton Swift Lift 6'-0" 5,849 Ibs. 2 Ton Swift Lift Plan View NOTES: Height Weight Lift Gear 4'-0" 6,354 Ibs. 4 Ton Swift Lift • All Inlets are Designed and manufactured according to ASTM C913 Type 13/16 STD. Bases 2'-0" 1,318 Ibs. 2 Ton Swift Lift 5'-0" 7,879 Ibs. 4 Ton Swift Lift • Inlets are Suitable for HS-20 Loading. Height Weight Lift Gear NOTES: • Bases are Available with or without a Keyway. 3'-0" 3,185 Ibs. 2 Ton Swift Lift Nores: D R A W I N G • All Inlets are Desi ned and Manufactured accordin to ASTM C913 3'-0" 1,885 Ibs. 2 Ton Swift Lift 5'-8" 8,896 Ibs. 4 Ton Swift Lift g g • All Inlets are Designed and Manufactured according to ASTM C913 4'-0" a,160 Ibs. 2 Ton Swift Lift • Inlets are Suitable for HS-20 Loading. 4'-0" 2,451 Ibs. 2 Ton Swift Lift . Inlets are Suitable for HS-20 Loading. Type 13/16 STD. Bases 5'-0" s,135 Ibs. 2 Ton Swift Lift N � : • Bases are Available with or without a Keyway. . Bases are Available with or without a Keyway. Height weight �ift Geor s'-o" s,110 Ibs. 2 Ton Swift Lift 2x3 CATCH BASIN • Custom Hole Size&Location Available. 3'-0" 5,163 Ibs. 4 Ton Swift Lift ALL INLETS TO BE E M P/C H P ModeI:2X3-CB 4'-0" s,688 Ibs. 4 Ton Swift Lift MANUFACTURED SINGLE TYPE 13/16 VALLEYINLET INLETS 5'-0" 8,213 Ibs. 4 Ton Swift Lift DOUBLE TYPE 13/16 CURB INLET s°-o°° s,738 Ibs. 4 Ton Swift Lift WITH 18" SUMPS nnode�: 13/16 SNGL-VLY N.T.S. N.T.S. Mode�: 13/16 DBL CURB N.T.S. D 2' X 3' CURB INLET E 2' X 6' CURB INLET F 2' X 3' VALLEY INLET P:\TOV09004\dwg\Master\Phase 3-Plaza\DETAILS-Plaza.dwg,4/6/2012 11:41:20 AM,Wadey 3 n c m n � f, i �.,� i .; .-._=T �� ,... , . i: '.v i �� ., . . i -- _ _ ,_ ., �.� ..., ... � . I , �� : : , y , �� , • : � ..-L _ �� t - - ��. — , - �. .: 0 , . � � , . ,; 0 � ° . .\ � 0�..�,`.. 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JOINT TRENCH ! ��' �—� EES EES EX1ST. ELEC. SERVICE /� � !� ' �,�t i P:\TOV09004\dwg\Master\Phase 3-Plaza\DEMO-LHTC-Plaza.dwg,4/6/2012 2:02:46 PM,Wadey ''�- GAS� � ; t . _,� / ' / ��,, � , �,..� �w S� GAS GAS/ «�:_�,��, , � � _ A G A � � � j � y� .,.�_4 S/ G AS i �� - __.�_ � AS/ GA GAS/ / =//� ' �., � �.. L� � � GAS/ G / GAS/ i, �j� / � � ' L� , NOT FOR � „___, i,' � �� GAS ' ii , � � y,�.--� CONSTRUCTION � GAS // ✓ L� � �d G�s� /��LAS � T�'� � �/ , � � �� ELE � �� _ EL �� % /, � � GAS/ GAS/TEL \ \\ ?,� i � i _ � ,� '��r� � E_ ELg� //�� L� a � _� � � �� %� � / EL �` �� ti' � ��, / G�s � / � \ T�L � i� 'e, REMOVE EXISTING CONCRE7E � � � 'e� / / ELE �b��;_; �� G"AS EL `s, STAIRS/ WALKWAY AND �/ ' EL� � / --/ T \ I/ REPLACE NA7H SNOWMELIED �/ �� ELF�� '�j`�� = '`�� ?��y,� i� `� CONCRE7E - ' �� `� / ELE—� �� ' y ' ��,� � .,-° TE � \ � , ` �� E EL. �� ` ' � c�n �,�� °e� � E],�°� E E �'z,E- - ELE— �� EL� � L L /" � � �-�--r�,�� °---�--d,L� �, � TE TE E � � TEL r`+�1 ,''�, F� . 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SERVICE INSTALLA710N T - r' , � REMOVE EXISTING . ` \ � � �� =' � — ELE� �� L/ , 1309 ELKHORN DRNE TEL E - � ' � � REMOVE apS11NG�.-� CONCRETE WALKWAY I TE , VAIL,CO 81632 � � � � ° E ; � � � ' �" � STORM IN 7� PIPE TE L� � '�` t:970.479.2158 a TEL � �` ` '�� a •�4 . �° �► w / � � _- � �� ;� :! ° ' '��'� .� � � `�� `` ' h � ��L�EL ELF7�_ � �� ENGINEER 34510 U.S.6 UNITA-9 `rE1' �'� •!,e•�. `� � ` � E2Ebf�VE POR710N � ROCK EL � EI'1'E7�� -I- t; —_ EDWARDS,CO 81632 @^_` ° t��,�. � � � ' -�' °` RETAINING WALL F� �'EL _ — �, L _ � �1' • '•''a• � °g EL �� I EL M -I-6 7 t:970.926.3373 . _ �c� , ,° '' '•�� ,� _ � EL __ - / �EL � _ � � ��/ �.;i, ':�.�,;::� \ /.�� ` � �`,� , � ELE��EL� � -�-�j 7 —� _- - - - - - ARCHITECT PO BOX 825D 4 4 �E � L _ ; • w ' •'° � ,e� � �� _ ELE ��y - -- _ __- _ —�- . . . / � = � , ,� --- - BRECKENR GE CO 80 2 L . — _ - . . / � `. / � � d ^ �_ -- Y t 970 453 5878 i •.•• r / TEL � , . r� � _ ' c� .� � � �L •�+ � � 1 :�__. _ f . � L � � ,,�.��: __. � ``�"�/ ' � � _ . , ,:. , � 3507 RINGSBY CT, STE 117 / / ' " . 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TYP. � � � � � � �ca % / � �� °s U � C� �' % _------4s i i �� L N �^ / � A . � � �=J � �i�/ - ; � NCRETE 6 , '�_� � .° : . :. . .�, �. � U � � .� � i MC��JNTING PAD L301 ;� _ ,..: . �'. :�� :.�;''. �� . � � � � 4� j a . � . , , . �.� � , � / ;' �.:-�� . � � .� � a : ., . . .�. . c� > o '�r' , . .�, .. 1� . . �F�. � c� O � � -, � ; � 4sJ_-�;-_: � / ' � . . �� _ _a � _ � � TYPE D � _\` �i ��°:� -� � ; ; LGRICRETE L3oo �, � � � '+ � L � � � ; ;� UNIT PAVE� . � a ° � ` .0 N , ; � a. : � U � �� ° � . . .Q . i/ � ' � � / ' , \ ` � a. . � . a . : � (n � ; a / .. � � %' 2' MAX HT TIMBER � + ��'' �� ' � �� w U i , „ . v i ,� • ' . . %' RETAINING WALL TO � �� w � ' �� °. y . ' � � �� , i.� _ : � � , ;%' MATCH EXISTING, BY ,/ ,�l 3 � : ;.�� ..: �n � % CONTRACTOR ./ / . ; . : a;.�,: �� ; � ,' �;' � -� * �� .��.: � � REVISIONS � ,,- ;, Tl PE D CONCRETE � -�_;, ��.�� 46 ,- _ . :�a'� �.. �' No. � :�;` UNIT PAVER L300 � , �' : ., .: � � ; �,, •, . • , . 1 10.24.11 DRB FINAL SUBMISSION � :%%' �'' � � ;� � .' LANDSCAPE LEGEND 2• 10.27.11 DD PRICING SET / ,�,� 44 � � / , ., ' ri • , 3. 11.7.11 100/o DD SET i� '�� /4 �\� � e '' o� E ROS 4. 12.2.11 60%CONSTRUCTION DOC �� / �� MONTAN EXISTING TREES TO REMAIN OR BE �� ;;% TYPE B � , � ' ' � REMOVED,AS NOTED 6. 4.6 122 B 0°o CONSTRUCTION DOC ;;;%� CONCR .�y/•�� ''/ � � CONDOMINIUMS �'�� LANDSCAPE MATERIAL i� L3OO I �� , � SEE PLANT LIST .:%;'' U N I T P V ,�•�'� �� •- .; , '�i j � �O -SEE LIGHTING LEGEND ; ; ,i�!/ �y� `y\\�\ � / � TRANSFORMER �// M�� S � � .. � i�� SNOWMELT MANIFOLD � �� / � � PA PLANTWG AREA / � � FIRE HYDRANT D R A W I N G �/ �/ / ----� 2 DETAIL CALLOUT T I T L E : L4 / / -- EXISTING TOPO LINES � R Layout and �. / - -= '� STEPPING STONES y s ;; / a�: ^ �� BO LDER OR BO LDER WALL ` ' / / \_ f U U � / � � \ / STEEL BED EDGE,SEE DETAILS M ate ri a l s P I a n � , , / / � � . . ENHANCED NATNE TURF � �\ —�� ' � PERENNIAL BED ""a � ROCK,COBBLE MULCH,SEE DETAILS D R A W I N G � N 0 : � � ��; SCALE: 1 " = 10' � � � � � �/ � � � � . = ,:� � ��. � � � o � o 0 � �� i ; � � � � - � __________ ________.-____ � . ______�: _� .� � . . , . , � -�. �= �� " � _ � fr . . . E ; ;,� . .... � _'` , i \ ��,� �� j�� I � �. \ \ . � " � -,� " — ...�_— � i .... °-< i � _• j ',r� ------�--- ' I I� � 54.0 `�:� \,, ��. �` �� ----------- -- — --��-,-. CONCERT HALL PLAZA � � ��? r'�� . – -----�—_ – – –� � I � `` �� ,� � --- -- —� _--- --- _,., : 5�.� / m�,�� / L__--..-----�_�__ CONCERT HALL BOILER ENCLOSURE AREA � ��'��r � � PROPOSED LANDSCAPE MATERIALS /� \ �� `w�' i 4 r�w� TREES INSTALL GUARDRAILING WHERE FALL INSTALL GUARDRAILING WHERE FALL EXCEEDS 24",OTHERWISE INSTALL HANDRAIL EXCEEDS 24",OTHERWISE INSTALL HANDRAIL I I ��•�� :EM�a RF I cl.��'�1'- I €?r�a�r�^ ONLY WITH NO GUARDRAIL COMPONENT , ONLY WITH NO GUARDRAIL COMPONENT � � � �� !�� ,f� � � STONE VENEER ON CHEEK WALL TO GRADE,PER ELEVATIONS. NO STONE VENEER ON CHEEK WALL PER �� '�•h �,g�• P2�' � :� n �� . ° 2.5"BUFF SANDSTONE COPING TELLURIDE GOLD INSTALLED MOSAIC STYLE TO MATCH 2.5"BUFF SANDSTONE COPING ELEVATIONS.FINISHED GRADE TO BE r � r^ . , 6"STAIR CURB WALL ADJACENT BUILDING sk WITHIN 12"OF STONE COPING. � �} �� f;,�� ' •a� �l �ti . �, �,� SYMBOL O�TY. BOTANICAL NAME COMMON NAME SIZE COMMENTS FINISH � �� ' '�`�'° �`��' GRADEPER 6��STAIRCURBWALL � � ��,,�� ,r�G�' �� GRADE PER �� ` ' �� ~ � ' `� " �i �1�"� r PLAN - ` : "^ � '�� PLAN '� '�r ', a. � . . �1tl!� �•i�-:�• •��. �'x � !.� •��.� � . .. � .. .. ... ... ,, _ - ... , .,:. . .; • .•, '. . � .:., : '�°. t •� � .• � . - � .., . � . :;.� r. , _ . .•,.�.. .. . .�: .� . . . ... ., , . . , .... : .. . . . . . . a y� . t� . . ...�.' .. .�,.. !' :' .. '� • � :�.':.:;. ';.' '`• �.•.. .'.�.;.�:.'...�; ."•'��.r-: '� •..:'..1. .« STONEVENEER , �-'ti �,��'� :', !i :� I�''.'. '. �"` ' • ..�:.. ' '.�-r �.�...��_, y. . ..::•�.:•.'�. - - 1 PICEA PUNGENS COLORADO BLUE SPRUCE 16 HEIGHT NURSERY SPECIMEN �—��i ii �..r.:... . .:��. . .....-! . ...:; -s..�.... ...��;; :;; ..;. .«. , ii II�_ANGLE IRON �, >.;: > �:i4 ��:��,� �4.. �� • .-:�. . � -�. . �•-,?� :.. .��.-� :. . � ��'� . � ,.,,� '=�'�� — .�`.•.F' .. ..•:�.;�. I I I�SUPPORT RE: 1�IP �� r��. �,�t' — ��1' i �; I=. — _r �G � �� _ ••�F1d'-�. '� �'.. _' STRUCTURAL ... =�.�s<. � � �/ �� ;� € .-� 'I — •�'�:j. •... .�`.. _ _ !;i'a��'��i°'` — � � � - '�a. �_ , : � � � � •.�`�� — '°- �' ��, ••:• •�. . �� '�'`.:. STAIR AND CHEEK ':�.'�'�. «�• - � �`'r � ••�� • STAIR AND CHEEK '' �•�.I�'' I- r S H R U B S SECTION ., � n" � '"�� SECTION �I . '' C`�u�7 . �, ��h`'+ I � , � L:" ��! 'f_ C�� WALL DESIGN RE � � �`� � ��:� WALL DESIGN RE - STRUCTURAL ��+°4;�� ` +�";,�G' STRUCTURAL �;, .� 3"DIAMETER STEEL POST ` � - �'� ``` ' 3"DIAMETER STEEL POST DEPT.OF PUBLIC WORKS �x AMELANCHIER CANADENSIS SERVICEBERRY �+� HT B&B 8.�� METAL GUARDRAIL TO BE INSTALLED WHERE FALL EXCEEDS 8,�� METAL GUARDRAIL TO BE INSTALLED WHERE FALL EXCEEDS 1309 ELKHORN DRIVE ,,, 24",AS GENERALLY SHOWN ON PLAN,WITH�"DIA.METAL 24",AS GENERALLY NOTED ON PLAN,WITH�"DIA.METAL VAIL,CO 81632 PICKETS AND 1"DIA.METAL TOP AND BOTTOM RAIL PICKETS AND 1"DIA.METAL TOP AND BOTTOM RAIL t:970.479.2158 METAL HANDRAIL WITH EXTENSIONS PER BUILDING CODE,2" METAL HANDRAIL WITH EXTENSIONS PER BUILDING CODE,2" MAX.CIRCULAR DIAMETER AT ALL STAIRWAYS. MAX.CIRCULAR DIAMETER AT ALL STAIRWAYS. ENGINEER 34510 U.S.6 UNIT A-9 35 R US TRILOBATA 'GROLOW' GROLOW SUMAC 5 GAL. METALNOTES: EDWARDS,C081632 O • 1)ALL PIPE SHALL BE SCH40 STEEL PIPE • � y� 2j GRIND WELD JOINTS SMOOTH. � i; t:970.926.3373 �'-p' 3J SCREW OR WELD HANDRAILS TO BRACKETS TO DISALLOW �'-p' 4 ROTATION 4 ARCHITECT PO BOX 8258 �� S'i 4J POWDER COAT AFTER FABRICATION WITH COLOR AND b BRECKENRIDGE,CO 80424 � � � 1 O R A GLAUCA REDLEAVED ROSE 5 GAL. FINISH SAMPLE TO BE APPROVED BY OWNER AND L.A.IN �`__�/ CONCRETE ACCORDANCE WITH ARCHITECTURAL METAL FINISHING SPECS CONCRETE t:970.453.5878 PAVING PAVING 3507 RINGSBY CT, STE 117 �. . . ��: ' `.;.: .; . . DENVER,CO 80216 ADDITI AL LAN APE ITEM � " " + o�. ,—o� � .; � o�. ,—o� � �;� ' � o o '. o o p� METAL NOTES: t:303.292.3388 ': .. • � ,. . � �-.-ra��,� � �.'.. ...:...: . ... . - ^t �•`�#'��. � ,s.....:::.,:..:....."�:.: ....- �t 1]ALL PIPE SHALL BE SCH40 STEEL PIPE , , t �.�•. '\ � ° '...s��PE`,,; ... , :. �, ,. . � '� � ° '..s�ap�`; .. .:..�., . � 2]GRIND WELD JOINTS SMOOTH. ENGINEER 110 E.BEAVER CRK BLVD. ' � � 3]SCREW OR WELD HANDRAILS TO BRACKETS TO DISALLOW ba�T'``''�`'`'`t 1000 s.f. NATIVE SEED REVEG AREA - install 2" to soil and native rass seed with straw mulch and nettin =u_ \� � � � � � � _ �_ � ° ° � � � ' ROTATION STE202 k°�`+'+'�`6 P 9 g _ _ — i �,�`�� s��E�z�: ... _ .� - �,�q+\ `.s�o�E.z. ...`` ... :.. 4]POWDER COAT AFTER FABRICATION WITH COLOR AND AVON,CO 81620 a .\ .:: . .� , :, . ,;• . � � ��iv � ' � �' ' ''� : •��• 'n � � ��—�� I i � � • a .•• �n FINISH SAMPLE TO BE APPROVED BY OWNER AND L.A.IN t:970.949.6108 �� ;.r�.�;,.�,�;,.,..�,.:. ��.�.�:•�...�. l��I - i,_�,_� � _ I _ ACCOROANCE WITH ARCHITECTURAL METAL FINISHING SPECS FASTEN POST TO -� - NOTES: FASTEN POST TO I �- NoTES: ENGINEER 1169 HILLTOP PKWY CONCRETE PER - - 1. CONCRETE STAIRS SHALL HAVE LIGHT BROOM FINISH CONCRETE PER �I-I I I I I I I �I=I I� -I -I- 1. CONCRETE STAIRS SHALL HAVE LIGHT BROOM FINISH STE 206A I STRUCTURAL DETAIL � � � - = 2.NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS STRUCTURAL DETAIL � 2.NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS STEAMBOAT,CO 80487 ADJACENT STONE VENEER WITH UNIFORM TREAD AND RISER DIMENSIONS PER PLAN. WITH UNIFORM TREAD AND RISER DIMENSIONS PER PLAN, t:970.846.7970 #4 REBAR AT NOSIN WALL PER PLAN 3.STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR #4 REBAR AT NOSIN 3.STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR AS NOTED ON PLAN AS NOTED ON PLAN DESIGNER CONSULTING&ENG COMPACTED AGGREGATE 4.STEPS WITH 2 OR MORE RISERS MUST INCLUDE HANDRAIL. COMPACTED AGGREGATE 4.STEPS WITH 2 OR MORE RISERS MUST INCLUDE HANDRAIL. p.0.BOX 2117 BASE 5.TREADS SLOPE OU1lNARD @2°/a.PROVIDE SLOPE ON COPING BASE 5.TREADS SLOPE OUTWARD @2%.PROVIDE SLOPE ON COPING REINFORCED SNOWMELTED FOR DRAINAGE REINFORCED SNOWMELTED FOR DRAINAGE. MILLS,WY 82644 CONCRETE STEPS COMPACTED SUBGRADE TO CONCRETE STEPS COMPACTED SUBGRADE TO t:307.315.8054 95°/a 95% ELEVATION ELEVATION � CHP BOILER AREA CONCRETE STEPS AND HANDRAIL-with stone veneer S�A�E:NTS CHP BOILER AREA CONCRETE STEPS AND HANDRAIL-without stone veneer S�A�E NTS. ❑-av co��scd��cr�Paowc o-PV co��s�d��cr�PZ.owc ,9z, �� S1i4� � �� ,�,� ,-�� .�� ,- T � � ,� , , , , ,, , , , ,. ; ,� � , , . ; ,- � ca , , , , , �� i i i �' � �. � �� ✓,_�� O �' i / �� i �i � � , � / f� �i i /�i � �� j ',��',�`C��,�1� � � �1� � i i ,, �'x / //// //� ' / / � � � _ -�-� , _ ,,.,,' .:_�i -,. _ p • � _ , � , , , ' ' / , '� ETAL HANDRAIL � '` � '^ ,;, _ _ 1. , , , ; ,- � ' / ' � �� `J � � � _ .- . . � • i i i � . v♦ }+ � � i \i i � � � _ �, ' „ ,: �� '" _ _v � - , , � � �� v / �`�� -''� AND GUARDRAIL __ ,�� ° � -�� o v I / I 0 / E--f 1-� ' . 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' ,--- `��\ � �` \ �� \ � j%�� LANDSCAPE MATERIAL r T I T L E : � x=x �/ y �� - _ � , �� 1 1 � �^ � -SEE PLANT LIST �, � . � � / ' C. � � �,-- /�/ I � � ��_ _ \ - i��' / I �� I� ��a �(� �F � . "� � �� . � .�� s �� r ; PROPOSED LIGHTING C H P B o i l e r �,,� '�� ' ' �/ j �.,� 'j�� '�'�� -5EE LIGHTING LEGEND �� 1 � ; '� ��d�7 � � 80MM. PAVERS BY PAVESTONE OR APPROVED EQUAL, ALL TO HAVE STD SMOOTH FINISH ��,"� �, ?�+'�� TYPE A: HOLLANDSTONE �'� ��' �� PATTERN: 45 DEGREE HERRINGBONE WITH MATCHING SOLDIER COURSE AT ALL EDGES COLORS: WINTER BLEND AT EMP, VAIL BLEND AT CHP TO MATCH EXISTING PAVESTONE PAVERS TYPE B 1 : 6"X9" RECTANGULAR CITY STONE- PLS VERIFY THIS PAVER MATCHES EXISTING �� `�� 2" SAND SETTING BED `E��e� ��c�.�� '�r�� PATTERN: RUNNING BOND WITH MATCHING SOLDIER COURSE AT ALL EDGES-MATCH AND s� �� BASE COURSE EXTENSION - NO CONTINUE PATTERN OF ADJACENT EXISTING PAVING AT EMP AND CHP ROUNDABOUT CURB �� '�:h a�� r2� EXTENSION OR EDGER COLOR: CHARCOAL BUFF MIX-VERIFY COLOR TO MATCH EXISTING AND PAVING, SEE CIVIL PAVER EDGING METAL NOTES: 1-1/2" ROUND METAL HANDRAIL, '��ti��F�; . . ,�.,.�`�,�� ;t1'��! ��.� NECESSARY WHERE WALL OR 1 RAIL CONNECTIONS ARE WELDED AND GROUND SMOOTH. BOTH SIDES OF RAMP, WITH � �� Gti �� CURB OCCURS �PE B2: 6 PIECE PLAZA STONE 12" DEEP TOPSOIL PLANTING 2) NO HANDRAILS TO ROTATE WITHIN FITTINGS CONTINUOUS GRIPPING SURFACE. '��'��' � PATTERN. RANDOM ROWS-TO MATCH EXISTING ACCENT SQUARES IN LH PLAZA MEDIUM IN ROUNDABOUT PERMALOC ASPHALT EDGE 4"X3" COLOR: CHARCOAL/BUFF MIX-VERIFY COLOR TO MATCH EXISTING BY TOV, PROVIDE DRAINAGE 3) POWDER COAT AFTER FABRICATION WITH BROWN FINISH TO NO ROTATION WITHIN FITTINGS ALUMINUM EDGE RESTRAINT MATERIAL BELOW MATCH WELCOME CENTER RAILING, PROVIDE COLOR AND FINISH DUAL 3" X%"VERTICAL METAL ALONG NON-SUPPORTED EDGES TYPE C. CITY STONE I -6 X12 24 SAMPLE TO BE APPROVED BY OWNER AND L,A. ,Z��M,N MATCH WE COME�CENTER RAIOL '�� ,��"j�"� �� „ PER SPECIFICATIONS PATTERN: SOLDIER COURSE � � . ,�-�,, 1�,,�� COLOR: CHARCOAL ,z"MIN 6'MAX OR EQ r,. -.= ` � � ,- STAKE PER MFG TYPE D: ADA DETECTABLE WARNING PAVER MEETING REQUIREMENTS °' C`�V�1 a'`��, ��h�'+ I � , � �" r� L? `��! '�_ C'� SOLDIER COURSE AT ALL PATTERN: RUNNWG BOND SLOPE 3��PER FT. _ ° COLOR: CHARCOAL � � DEPT.OF PUBLIC WORKS PAVING EDGES - 1309 ELKHORN DRIVE TYPE E: ADIRONDACK SMALL AND MEDIUM RECTANGLES y VAIL,CO 81632 1/8" MAX. SANDFILLED JOINT - � - HANORai�ExTENSioN HANDRAIL EXTENSION AT ENDS, t:970.479.2158 6�� PATTERN: VERTICALLY INSTALLED RUNNING BOND � '�` �, , M � ,�_ � , .. , . . . ., � � ��g COLOR: LIGHT GREY � _ °io SLOPE OTHERWISE RAIL SHALL BE civit At��FRr�r�rrv�. - ,��^ o NpING MAx CONTINUOUS ALONG INSIDE EDGE ENGINEER 34510 U.S.6 UNIT A-9 - :��r.s.��:-��._��:�-----, 8.33/a RAMP SLOPE MAX, � EDWARDS,CO 81632 �pr��p! �,i� " e�Ma�cROSS-s�oPEAraoA �WIDTH PER PLAN � � � - , � ,> \ 30"MAX RISE IN ANY RUN OF SWITCHBACKS OR DOGLEGS �'J�N�U��II v LI III�1�/�llh �f'��/� P I � � . - . � \ �/� /� , 1 2°/a SLOPE a �- t:970.926.3373 �.,' �/��/�\, �� .�, �� ,, �� ,, �� , �� , ,�� ; �� \� � �� LANDING MA � _ a q --- -- - °---- — °�,--�,-°---- ° -----° ----°------ °----- ° �- ----c N N ��\��\�� ' �1 %��\��\ � a a , 'a .< . ARCHITECT PO BOX 8258 , I, �� \ 'i � � .. �� a a � BRECKENRIDGE,CO 80424 , �, � • ,� � � -- - -- !� ! � �/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\; '� �/\�/\�/\�/\�/\�/\�/\�/\�/\�/\ a e �—� �— — I1=1I1�-1 EXPANSION JOINT RE: CIVIL t:970.453.5878 -,�-�-------�---�---� -----� -- -------------------�-*-- \�/�\�/�\�/�\�/�\�/�\�/\�/�\�/\�/�\�/�\�/�\%. 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— =1 I I—I I I—I I I— I I—I I I I I I I „ 1�- �p 1 I(=�TT=I I I=I I=I I I=I I I=I I I=I I I=I I I—I I I— =I I I—I I I—I I I I I I—I I I—I I I I I I I I I I I I I I I I I I- 2 H E I G H T C U R B E D G E 3507 RINGSBY CT, STE 117 �_�� _�� —��— —��—��—�� II� .II1=11 Il�—ii�—�� — 2 IF 216 \ I I I II I I I I II I I I I II I I I I II I I I I II��I I li i�I I I��I I I„I I 1-1 I 1=1 I I i—"'—"' POSTS WELDED TO 8" SQ X%" PROTECTION REOUIRED DENVER,co so - - THERE IS A DROPOFF t:303.292.3388 -"— ' HICK MOUNTING FLANGE, FOUR TAMP PAVERS WITH PLATE �� L-- 2" SAND BEDDING COURSE WITH WWF PER CIVIL FOR SNOWMELT COMPACTED AGGREGATE BASE ALONGSIDE RAMP ENGINEER 110 E.BEAVER CRK BLVD. COMPACTOR TO BE EVEN,TRUE TO SNOWMELT SYSTEM RE: MECH. ELEVATION SECURE BOLTS TO CONCRETE sTE 202 GRADE AND FREE OF MOVEMENT EINFORCED COLORED AVON,co s�62o 4" ASPHALT OVER 6" COMPACTED AGGREGATE BASE RE CIVIL t:970.949.6108 CONCRETE RAMP, OR ALT CONCRETE PAVERS IN BUS LOOP ADA RAMP AND RAIL PAVING NOTED PER PLAN ENGINEER 1169HILLTOPPKWY � CONCRETE U N IT PAVERS SCALE: 1��_ ��-o�� SCALE: 1u5 ooP�-o�� SCALE: 1 z��=��-o�� onc aver STE 2O6A STEAMBOAT,CO 80487 t:970.846.7970 DESIGNER CONSULTING&ENG P.O.BOX 2117 MILLS,WY 82644 t:307.315.8054 1 5'1.5" 1 .5" SCH 40 STEEL PIPE TOP � RAIL WITH BLACK � POWDERCOAT � Q FINISH � (a EXISTING ST E WALLS 3" DIA MOUNTING U) � AT BOTH SID S OF FLANGE, BLACK � V 3" SCH 40 STEEL PIPE STAIR TO RE AIN - � � Q� Q POST WITH BLACK REPAIR VENE R GAPS o PO SDERCOAT � � .O U POWDERCOAT FINSIH WITH MATC ING STONE � }+ � _ FROM DISAS EMBLED �' � Cn � '� WALLS TO M ET NEW L � � � NEW HANDRAIL AT STAIR TREAD LOCATION = CENTER OF STAIR TO BE _ U � � -� 1 .5" SCH 40 STEEL PIPE COLORED CONCRETE STAIR DAVIS � � � TOP RAIL WITH BLACK KAILUA PER SPECS, BROOM FINISH gROWN POWDERCOATED METAL HAND RAIL TO BE CONSISTENT WITH C� � O POWDERCOATING, NO WELCOME CENTER RAILING DETAIL, ALL RAIL CONNECTIONS ARE � (� 0 � PIPE ROTATION WITHIN NEW HANDRAIL TO BE MOUNTED TO STONE WALL 12" MIN COLORED CONCRETE CHEEK WALL WELDED AND GROUND SMOOTH, (TYP) � _ � ?� FITfINGS PARALLEL WITH NEW STAIR ANGLE BOTH SIDES DAVIS KAILUA PER SPECS }, O C4 GUARDRAIL CAP (PT-6) � L � � 1'-4" ,0 U 2'4" oR 3' MAX 1/2" SQUARE STEEL BAR � BALUSTER TYP. (PT-6) g» � g» � (!) 0 EQ. EQ. 12" MIN 1-1/2" ROUND METAL HANDRAIL, � U ° BOTH SIDES. CONTINUOUS w GRIPPING SURFACE. NO ROTATION WITHIN FITTINGS (PT-6) 1.5" CENTER OF STAIRWAY RAIL TO ANGLE 90 1" X 1" STEEL BAR RAIL (PT-6) �'-o" 3" DIA MOUNTING HAVE POST MOUNTED DEGREES TO RETURN DOUBLE VERTICAL 1/2" x3" _ FREESTAINDING HANDRAIL TO POST � STEEL BAR (PT-6) `° R E V I S I 0 N S FLANGE, BLACK ° 8" SQ X 1/2" THICK STEEL N0. CONNECTION RE POWDERCOAT M CONNECTION RE � CONNECTION PLATE PT-6 STRUCTURAL FINISH COLORED CONCRETE STRUCTURAL SLOPE FOR DRAINAGE ) � 12.2.11 so°io CONSTRUCTION DOC 2. 2.15.12 BID SET 6" DIA MOUNTING STAIR, DAVIS KAILUA PER � 3. 4.6.12 �00%CONSTRUCTIONDOC FLANGE SPECS, BROOM FINISH PAVING PE - � PAVING PE READ PER PLAN EXTEND RAIL �'-o" P�AN , q � ° N N PLAN Q � �-6 ° ° a SLOPE FOR 0 ORIZONT L TREAD :PER PL,�N Q ,a. °° ° " aa TREAD LENGTH �A a . o�, • � � ° �_�� ., < � ° ° ° 4 , � TREAD LENGT AIL EXTENSION nc ; a :o "o � � W � , • -� 4 d' i - � - � A a � �,, � ��r • � _9 �� a° a � �� v ` CHEEK WALL (RE: �^�/,)°--� � `sQ a .` 2 LR. S�oPE � PAVING � a o.� �� go po� . °� .�� . � STRUCTURAL) _/( J� < �," \� \ 4 � N � � e a< SLOPFQ < � � < �. PER PLA ° _� � �_� � �_� � � ° �o o � . g 2 LR. ° a 4 < m . _ � � a. �< �� P SLOPE 2% �1 g `- �` a. ,y Q Q , .°.� • � � .a � �p °� d., (/) I—I I I—I I I—I ° —� �— � 6 �r,� 4° Q. � I- — I I —I I I 8. e p C7 �� v a " � SLOF�E.2% ° .. Q � � � �—� � �—� � � � � �—� � �—Ili _ O N �� - o � � �—� � �—� � � " ;.. I i °�, ; a � � � _ _ �� _ _ _ — � o °�` a ..� — =I I I=I I I=I I I I I=1 I �—� �N , � ,� a �a _ � ° A� e P D R A W I N G I I I_I I ,I I—I I I—I I I—I I I—m- e _ _ _ _ o e a � � °CoN��E�E �TEP � i�—; � �— ��: < aa � `a a° � �_� � �—� � � ° � � � � �=� � �=1I1=� � ° � �< a ae °T;°� , ,,��— °� '�' � ` T I T L E : � �—� � �_� � �_� � �_ ' SNOWMELT RE: � ' —� I I;I I I=I I I=I I I' o � a �� ,�� =I I I=� � ' � � i I I I=I I I=I I I=I I I a° . � ;. I = . -� � < a I I I�I I I=I I I=I I I=I I a : � o 0 0 � CAST IN PLACE CONCRETE � ° ° =I I I 1= S I l e MECHANICAL �-I I I=I I I— � �—��—�� i i i 6 i i i—i i—i i i—� i 1 i' i i—�'� � < aa � —,.— — = o 0 0 � < o�- jj''��0 o a a + �—i + � 4 I el I IcI I �J� � � � � ��I cI d� °a d� ��I I I�� , � � �—I � �—� � � . -I I I—I I I—I I I� a . Q (..�. ( ) a �'� . ' � 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 � � _; �,-�� o SNOWMELT RE: q o —� i 1=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 ' STEM WALL (RE: STRUCT.) Qa ° �. � � d � I I I=I I I=1 I ! /� . /� COMPACTED AGGREGATE BASE MECHANICAL ' '�� I 1—I I 1=1 I I—I I I—I I I � a —I I I—I I I—I I I—I I I— I I— °ed• a p d�° I I—I I I—I I I D��A I I J REBAR AND d °°� A a � ,; COMPACTED SUBGRADE TO a, " � � °a � � ° I I I=I I I= REINFORCING RE: a " a 95% RE: SOILS REPORT , , ° COMPACTED AGGREGATE BASE a �a a a .,o a a d I I—I I I—I � � ° �a � COMPACTED SUBGRADE TO � ° a e a ��—��" S T R U C T U R A L � � � a R E B A R A N D d p ° N OTE S: . R E I N F O R C I N G R E. " q a ; ° 9 5% R E: S O I L S R E P O R T � d �,}4„ �� < REINFORCED STEM 1 . NUMBER OF STEPS SHA L SUIT� DIVIDUAL CONDITIONS WITH STRUCURAL � ' WALLS RE: a e � UNIFORM TREAD AND RIS R DIME SIONS AS FOLLOWS: ° <° NOTES: . ;tl . � D R A W I N G STRUCTURAL a " p „ „ „ REINFORCED b b 1 . NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS WITH � N 0 : TREADS SHALL BE 16 TYPI AL;aRIS RS SHALL BE 4 MIN - 6 MAX CONCRETE STEM �°� � a ° � ` UNIFORM TREAD AND RISER DIMENSIONS AS FOLLOWS: ` 2: STEP WIDTH SHALL MAT H �{D H OF EXISTING WALK OR AS W A L L B Y � a� NOTED ON PLAN STRUCTURAL TREADS SHALL BE 16" TYPICAL, RISERS SHALL BE 4"MIN - 6"MAX 3. STEPS MUST INCLUDE H NDf��I , � , 2: STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR AS ELEVATION 4. ALL TREADS SLOPE OUT ARq F R DRAINAGE ELEVATION NOTED ON PLAN SIDE VIEW ` a 3. STEPS WITH 2 OR MORE RISERS MUST INCLUDE HANDRAIL. ° � � 4. ALL TREADS SLOPE OUTWARD FOR DRAINAGE 4 CHP CONCRETE STAIRS AND HANDRAIL SCALE: 1��=��-o�� EMP CONCRETE STAIRS AND HANDRAIL S�A�E: ��=��_o�� - - oncre e air . 5 - oncre e am . ,��, �� +�� 4_ �` : a" �` �-- i, � - 4 � �.±��'�� F�BF�ICATE AND fUIC7U�lT � NEW ACRYLkC PF�ISMATIC � 7z� ACRYLICPAISMATICLETTEp l �� nFa ➢i�:-:r�P I �,n�iP�� XISTING METAL ARCH STRUCTURE ti �""''"`'� `'�` " "" �i � � �- ��' �'` � �,: _ _ ._ LETTER1NG +C�N TOP �F - ��, ��_` ti� �� ~_ _ .-_.� ,; � , � �,� �P� i� {�e�;,� TO BE RELOCATED ONTO NEW � � 1 ACRYLIG PRISMATIC ` ' F '� �� "^ �'` •�� ARCH, W fTH CL(�SED � l _. �� ---_—- T �.� - `�� a�"��'� �"�. STONE BASES N NEW LOCATION ` LETTE RS TC7 BE FACE __ _ _ �,.;�_'y�- � {��,� ,I ��'�� ON SITE BACKS AND G�LD LEAF - 1 � LIT WII�H 'LEC] STRIF' - - - .� '� �` - �� ,�,�,- F11�15H SECTI�N� LARGE LETTERS_ ^M�� r� 1 E LIGHTS �• � � � _ - - SCALE ktlf TO SCAIE � �� I � � - _-- � � r . ' �.� ` _ �'`� - - � � , � ,. � �.. �� ..��,/,'. ` . � �� i - _ :,,.,,:� a..a�ry � —_'- � � �C�� 1!4`Pa STAiNLE55 STEEL R0�V1+�LI7EC}INT01J4'TN[CfC F�AT 8AN ` J ' �� - �� 1 � c�",�� y� I I j _�.. _ �e y�yS_} ��,--�- � �, D�, 1 1�1"If 114"STEEL FLI1T BAR ± -. � �� " r�"s,i�', � �4p� � l . ' � I� Q �+ IL g � � [Yil G.'1 ��_ _i i' ' '+,� ^ � �te�� o � o�ar� _ � � 1� ,~~� � r _� �" � �� '', �,h I � ,+`ti � G L:? '_ �� 'LI� o �--- . _ _ � — -�„�,,,,�� 6_ . �� . _ _ � � _ . � � _ __ _ _ -r _: _ _ . �—� , ._r , _.. . � � _ . � � y,y��15 ,' _- � Y - � " -� DEPT.OF PUBLIC WORKS � � �n � l s RIVE � . _-.- � � � u —`- � I I ' - ____ . t- . - - _ _ � VA L CO 81�632 D SEE Sl1EET 13 FUR DETAII � �� -� �.. � ` _-T �_ - . "� �� . �. � ,, i I I- _' - I f •w= --� �� ,} , ' t:970.479.2158 � _ � � ' " � CIVIL AtP1NE�iSGINEERTf�G TN�. - � l t � a � ENGINEER 34510 U.S.6 UNIT A-9 , [12±)1/d-2a STU�WELDE�IMT�6EAM ANO FLACEa BEiVUEEN LETfEAS. f r , � , - �: _ � ACRYL[C PHISMATIC LEfCER - y _; EDWARDS,CO 81632 �_ - -- 10 r ''�,'-�,.w ; � _� . . � , � _ � L -. � -- _' � t 970 926 3373 � � � "• � TOV CUSTOM WASTE -� ARCHITECT PO BOX 8258 r �� ` �- �� . AND RECYCLING BRECKENRIDGE,CO 80424 � I - _ . I � + , ., � ' . _. �``°�"��r CONTAINERS BY t:s�o.a5s.5s�s _. � . � : - - , •;: � "BEARSAVER" ]5'•4" � 1 Ci�EARANC� 5EE S�iEET 1q F�R DETAIL � --_ 3507 RINGSBY CT, STE 117 SEE STRUCTURAL PLAN � , -NEWSPAPEI3 BOX F 0 C ��,� _�,` �g�q�t� -�.__:- . �' r DENVER,CO 80216 BASE FOOTING DE ',,,T r.'`� • �— `� n�� ENGINEERfN . _ -�- � -�,�,�,,.: . , ,� TOV TO PURCHASE � _k � i NEW ST�NE IfENEER _-- t:3o3.292.s3ss ;."} -� � ' ARCH BASE t]N FGU�JDaTIDN ;.�' '� � 7�"� UNIT PEDESTAL NEWSR��1E _ :""' �- . AND INSTALL ON SITE ' .-,: — � � :.. _ . ,�y �r � . . ��.�� r'�.�. *��_�=-,;� �� -�`• �--� ITEM #K�-4950 MODULAR IN - � �_. ,r� - ENGINEER 110 E.BEAVER CRK BLVD. �Y STRI�CTURAL ENGINEER. ° �' �' ' AVON,CO 81620 �� '�� ;� �� MATTE BLACK FINISH - � ;�� '�` --;--� _ ` sTE2o2 PYLON�ASE - ,� , �- `� ; �., ° � �vcc ��...�.�n�=`` STQhIE T� MAT�H BUS , ��-� �;,�� _ , , .�°— � � ��,�, 'y�± ��' .�s.� :-� �� _ �_�..��-. � t:970.949.6108 � �-�4 SHELTER -TELLURIDE STAINED FACE -�-Y ,;� '��`-� �' �` ��'� TOV TO PURCHASE AND INSTALL �' ENGINEER 1169 HILLTOP PKWY �? i ON SITE STE 206A STEAMBOAT,CO 80487 � LIONSHEAD ARCH DETAIL - NEW STONE BASE AND LH LETTERING SCALE:N.T.S. 2 NEWSPAPER BOXES SCALE: 1��= ��-o�� 3 TRASH AND RECYCLING CONTAINERS SCALE: 1��= ��-o�� t:970.846.7970 ewspaper ax. as e an ainer. DESIGNER CONSULTING&ENG P.O.BOX 2117 MILLS,WY 82644 t:307.315.8054 EMOVE BUS SHELTER WALL FROM THIS POINT NORTH, REPAIR CUT EDGE VENEER BY MORTARING END WITH TOV TO PURCHASE BOLLARDS TO MATCHING STONE FROM DISASSEMBLED SECTION NEATLY SAWCUT CONCRETE COPING ONCRETE SUPPORTS AND ROOF STRUCTURE TO BE POWDERCOATED CHAI MATCH LIGHT POLE BASE, BY US LONG � REMOVED AND DISPOSED ITH CLASPS FOR LIFE, CONTRACTOR TO INSTALL � � CONCRETE BASE/CURB TO REMAIN B LARD EYEHOOKS � ONCRETE COPING TO REMAIN �a � U _ _ � DlA �TEEL BALL . _ , � � U � _ 4� a� O � �:► - _ _ _ . � � -��-�-� r��y--�*� �CAST ALUMINUIVI �PLIT B►4�SE m � 'p v -,::_ � _ �� - _---;_ ��:� -�- _ � , ; �, }. . �- ` -� `�' � r �� +�G�V�I� V�VITH F�]U F� H E�C S+D�KET NOTE: ONLY UNDERGROUND ; '� -� c.. - - �- � �WI�' OW GLASS TO FOUNDATION FOR PILLAR TO � � � r ' ' � CAREFULLY ` S+CREIN AMID Tll'�� LC]C�IN� SET U � ' `� ` � � ', �'� INCLUDED IN THIS PROJECT �' - L � � c�.,. � RE�OVED WOOD� - .— � ,� � h.,.. - � j .' w� -- - FRAMES TO REMAIN `��'R E�� N — � , : , � � — � , . , � - . �. .,,: � . _ - BANNER MOUNTING ARM WITH � -- — � � 1 -� - -- WITHIN OPEN,INGS ,�.� � _ - _ - METAL FLOURISH TO M CH RCH � , � • , .� �1 . '� � • �_ _ -.._� �_ -_,._ _ q � �--L ' � " .��-• - �' ��-��-'1.�� ^ �,, , �- ! � f PILLAR AT EAST MALL LAZA � N O . , . �� , � ;` x- , _�� , � �. , � ' ' • ; . ' � �. , � � . , L FIhJISH . �(�O�T� - BLA�K 11J�ATTE � /�� > � - . - . , . }1 . . .� . ., _ � -.. . ,. , l/�� 'f. l. r y� `.n� � �` �'.�`, �+_ J _ � . . .4_ -,�' I _ � �V O � } � .. A � . ' _ TE�TL�RE�] FIN1SH ' � ; . � , � ` m _ , � , � � � �, � � -- - - � . �� , � - - � � .� � _ � � , , ,.. . _ , - _ — � _ _ _ - F--� ,, _ _ „ _ . .�.� . �. .� ; _ . .� ; � -__ - - ��,� ��'��,F � �� 3/8" HAND-TOOLED CONTROL :`��a� �i ci.��•�' I �:�r��r�n s� �� JOINT SPACING EQUAL TO WIDTH �� 'x �� 2-`� EXPANSION JOINT SEE 1" MIN. THICK FLAGSTONE, COLORADO BUFF �".� �� ',�' OF WALK FINISHED SURFACE PER PLAN, PAVING OR PLANTING BED �i�ti. F°, CIVIL DETAIL, 20' O.C. MAX. SANDSTONE, MAJORITY OF STONES TO BE 18" MIN. �� f;t;1'�� DIMENSION IN ANY DIRECTION, SET IN IRREGULAR, BOULDER MAY BE FREE-STANDING OR RETAINING �;��'�i��G � BROOM FINISH RANDOM PATTERN, NO TWO STONE SEAMS ARE INSTALL BLOCKY LARGE OAKLAHOMA STRIP STONE TO BE IN ALIGNMENT BOULDERS, SELECTION TO BE APPROVED BY L.A. AND T.O.V. `��,� , ��,�, 1" MAX. JOINT THOSE DESIGNATED AS GIANT BOULDERS TO BE OF ';,,� ��,;?� �� VARIED SIZES WITH MINIMUMS INCLUDING 24 - 42 � � o 0 0 0 ; o 0 0 � o 0 0 0 0 0 0 � 1" MORTAR SE�CING BED HTS. X 36"-54" WIDTHS, PLANT BOULDERS INTO GRADE P��u'1 a''`��, ��h�'+ I � ;�`'�+ �" r� L:" `�! '�_ C'� � � 4" MIN WITH LONG SIDE HORIZONTAL SMOOTH ROUND COBBLE,CLEAN � � �, � . . . —� _ AND UNBROKEN,SIZES 1"-3" a ,�� 30" min. DEPT.OF PUBLIC WORKS � DIAMETER,BUFF/BROWN COLOR, 1309 ELKHORN DRIVE � � SLOPE TO ORAW SAMPLE TO BE APPROVED BY L.A. 0 o e 'o 0 0 0 o e o 0 0 0 0 0 0 0 0 o E� VAIL,CO 81632 I � • • • • • • • FINISHED GRADE WIDTH PER PLAN INSTALL COBBLES TO A 2,5"DEPTH t:970.479.2158 ° ° ° ° ° , ' `° ° ° ° THAT NO FABRIC IS VISIBLE � I /��J�LJ�� I II ��LJ��J�;, , = — — — I _. � � �� I � I I I=I I I=I I I=I I I=I I I=I � T.B.D. BY GRADING c�v�t AtP11�E�iSGINEERTf�GTN�. �'�, — — — — ENGINEER 34510U.S.6 UNITA-9 �I '�O o O C I�I� � � �� I I I=I I I=I I I=I I I=I I I= PLAN F ADJACENT TO CURB,ROCK TO BE -1�I�°�I��I '�°�I '� 18 N. HT. EDWARDS,CO 81632 I —I —I =I —I I I=I I I—� � �—� � �—I PLACED BENEATH LEVEL OF CURB t:970.926.3373 , =111=111=111=111=111= � _ _ - SLOPE AWAY �—� � � �— =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==� ALLOW 3" FOR INSTALLATION OF ; � a � ��d ARCHITECT Po Box a258 —I I �—I I 1-1 I 1—� I 1— i I I-1 I l—� � I_� I 1-1 I ' I r — . ' � BRECKENRIDGE,CO 80424 SNOWMELTED CONCRET� =I �_ I I=I I I=I I I= TOPSOIL/SOD OR MULCH IF A PLANTING —I�I I=I I I=I I I=I I I— —I I I�� a. � i < .. . t:970.453.5878 W/REINFORCING PER CIVIL I I—I I I— I I—I I I � � � COMPACTED AGGREGATE BASE � I o — I BE� -� I I=I I I=I I I=I I I=I I I=I � �: a� SNOWMELT RE: MECH I I—I I —� �— � —��— ��=I I I— I I I=I I I=I I I=I I I= I I=I I I ..°: ' � 3507 RINGSBY CT, STE 117 CONCRETE PAVING WITH INTEGRAL -I I I—I I I—I I I—I =I I I—I =I I I—= WELL-GRADED GRANULAR WALL ROCK �=I I I—I I I—I I I=I I I=I I I=-; . � DENVER,co 80216 COLOR, DAVIS KAILUA PER SPECS COMPACTED SUBGRADE TO 95%OF �� =1 I i—� ' '—i I I— - -I I I— — �� _ �� o =_ _ _ � `� ERMEABLE WEED BARRIER t:303.292.3388 SECTION 4 COMPACTED _ I I � I I I- 0.25 1 .5 LESS THAN 10% FINES �� I 1-1 I �-��— I �_� � o. . MAXIMUM DENSITY t' � FABRIC . . SNOWMELT SYSTEM RE: MECHANICAL, AGGREGATE BASE BURY TOE OF BOULDER 2" MIN. BELOW OMPACTED BASE ENGINEER 110 E.BEAVER CRK BLVD. SEE MECHANICAL PLAN FOR LOCATIONS REINFORCING PER CIVIL COMPACTED SUBGRADE PER ADJACENT GRADE OR ADJACENT PAVING STE 202 DRAWINGS SOILS REPORT AVON,CO 81620 COMPACTED SUBGRADE t:970.949.6108 � COLORED CONCRETE PAVING SCALE: 1-1 2 —�-0 2 FLAGSTONE PAVING SCALE: 1 - 1-0 3 BOULDER DETAIL SCALE: n.t.s. 4 COBBLE PAVING SCALE: 1 -1 0 ENGINEER STE OI6ATOPPKWY �� _ � �� - ane n oncre e. - - ou er e ai. wg - o e aving .wg A , 47 t:970.846.7970 DESIGNER CONSULTING&ENG P.O.BOX 2117 MILLS,WY 82644 t:307.315.8054 W ^♦ ^ W i..L � � _ _- - . __ , � � � CAREFULLY DECONSTRUCT A SECTION OF U) V i;�� . 1 I ��i.�i��I�� '�--.+ � , �� : {' ,- -.-� - EXISTING WALL AND CURB TO INSTALL � �--� V �� _ � - � �" 44t. T..�� ' TRANSITIONAL BOULDER INTO WALL, � � .� � ' ��'� '��`:15>�:;��;' °�`�¢�' ' �'`� _ �� REMORTAR AS NECESSARY TO SECURE TRANSITIONAL BOULDER � � 0 U `�� ' MORTARED INTO FABRIC OF � � � ��*��,Y ,;�s 7� �` '�� _° �,. '. � ' � " NORTHERN END OF WALL TO BE EXISTING WALL �C6 �� , � �; �; _ COMPLETELY REMOVED AND }, � � REBUILT AS A BOULDER WALL (SEE CONCRETE CAP TO REMAIN ON i � � > t.:�, _ � ' �� ;: �' ;� '� � � _ �a ' :�.�; DETAIL) IN LOCATION PER PLAN EXISTNG WALL THAT REMAINS U � N •� - � r� 5� , . _ � . � � �i � ` '.�. . ._ _.� i ^.i ;, ��i � . ! .S� ,.r� . - �. _ �. ... , . 1 " COLORADO BUFF SANDSTONE � ` �- _ :_ � ,. : -. � y ! - � ,�.. 4 � ! °� �� EXISTING WALL CONSISTS OF 3-4" � � VENEER MORTARED TO CONCRETE gROWN POWDERCOATED METAL HAND RAIL TO BE CONSISTENT WITH �� _ � } , r ' � � , �� '., �;�� Y BUILDING WALL C� � O STEPS AND STAIR FACE � ; � af-= :,, , ., _ ,- THICK COBBLES SET WTO WELCOME CENTER RAILWG DETAIL, ALL RAIL CONNECTIONS ARE � • : - - - - - - - - ! � C� OO � .. ;�, , � �,, . . . _ . METAL HANDRAIL BOTH SIDES WELDED AND GROUND SMOOTH, (TYP) - � ��? . - � - � ! . BACKING MATERIAL POTENTIALLY = � �2 M�N _ . _ .� Y . '` ry . � _n,� `� �� . _ ,;� ::.:_ ��-`_ - �.� � _ .; ` ''� -�,Y- ; i��- FINISH GRADE REMAINS AS IS, U� � � _ � ' ' WITH LIGHT MORTAR C4 GUARDRAIL CAP (PT-6) _ �"`_ �"� -Illl��lli_ _ MAINTAIN POSITIVE DRAINAGE � i � ti- •. � ,_ � �� = EXISTING CONCRETE CURB I i l-I I I I l i-1 l�-� � -� .;�__ -- ; ,-; --�,� '` � - ' � �=1I I I I I_I I I_I I i- AWAY FROM BUILDING .0 Q� 1/2" SQUARE STEEL BAR ��''`�'�� _ �-�'� � REMOVE AT NEW BOULDER ��. n$.� ,: �,.,,, ,a � I I I-I I I-I I I-I I I� V � ._ .. , - - - - . � _ . , BALUSTER TYP. (PT-6) ._ , . � _ - - -- � L �, ..vK� - � � _�� `; ' CO C - - - _ �� i��. �� 2 4 O R 3 M A X � �' � , _ ,.; �,�, _Y_ _ _ NEW N RETE PAVERS � }, O � ` _ �--��'- , tn . . _ � � � � � � - � U 1-1/2" ROUND METAL HANDRAIL, 1.5" BOTH SIDES. CONTINUOUS __ - - w EQ. EQ. 12 MIN GRIPPING SURFACE. NO ROTATION ° WITHIN FITTINGS (PT-6) RAIL ANGLES 90 1" X 1" STEEL BAR RAIL (PT-6) `° VAIL 21 WALL RECONSTRUCTION SCALE:N.T.S. DEGREES TO DOUBLE VERTICAL 1/2" x3" G RETURN TO POST STEEL BAR (PT-6) R E V I S I 0 N S CONNECTION RE 8" SQ X 1/2" THICK STEE N0. STRUCTURAL � _ CONNECTION PLATE (PT-6) 1 12.2.11 so°io CONSTRUCTION DOC = ° SECURELY CONNECTED WITH 2. 2.15.12 BID SET � 4 BOLTS TO STAIR � NSTALL DARKER COLOR 3. 4.6.12 �00%CONSTRUCTION DOC PAVING PE o N "INTRUSION"THREE STONE TREAD LE GT PER PLAN � THICK AT ONE LOCATION ALONG WALL LENGTH < a n° ° ° " W SLOPE� AX HEIGHT 30" AT .—. , ., � ,, ;,\ , ; ;. STONE VENEER BOULDERS TO BE "OAKLAHOMA STRIPSTONE" OR EQUAL APPROVED BY L.A. MEDIUM SIZE BOULDERS �� CONCRETE STEP CENTER, TAPER TO 12 o � � ` � � ° ° � TO BE 12" MIN. HT, 18" - 30" WIDTH PLACE BOULDERS WITH LONG SIDE HORIZONTAL, LARGEST AT WALL ENDS , ...� 2� CLR � � STONES AT BASE, _ . _ :_ � __ � TILT SLIGHTLY INTO HILL > _— a' ? d j`'� . :: s�oPEZi. � ^ ^ �< . , ,-�!�� FINISHED GRADE BEHIND WALL ��,-�.;.- ' : ��__ . , , , . � .�. , +, ., t � ��,. � ° COLORADO ROSE I I 11-1 I I . � o �� o o � • � ;,. , , ,: , .,'�a. � RECTANGULAR _ ' _ _ __ , � �,� �, # ,.i, p C' I-1 I I—I I I � � � e � � « I I I—. G—��— - -� � � � a6 - _ _ F � . , f D R A W I N G =I I I=I I I=I I I a °. ' . I I=1I1—� � � �dN �. � I I I I I I I I ��I- STACKED BLOCKY BOULDERS .:r _-= :� ��' ��.. , , , �r`� ', , ,� ',' , , ;�� , ,:�,. SANDSTONE SLABS 14" . 1=� � �_� � � ° � � � � �_� � �=1 I 1=� � ° a ;�< d Q a „--s-� °. a � �— ,� - _� � �_� � �_� � �_ �, . m 1 . w�, ,`� ;,�.,x'; , , y , �ti��,. ; T I T L E . , . - �. — — - ��, �y_ ,' - � � �•. , WIDE, LENGTH VARIES, =1 I 1=� � �—� � I ° I I 1=1 I 1=1 I 1=1 I I ° �, I I-1 I 1=1 I 1= _�-��_ �� ,: _ _ � ,� � � . INTERSPERSED LARGE �� ;,� � „ � � � �_��_��=��=�� o o � o o c� =� � �_� � �� L "�R � .; � . � , - , �Y. t ;� ti . THICKNESS TO VARY 1,5 �� Slte BOULDER, SEE PLAN _ _ ""- � ° �, �,- �`� �� ,, �� ',,'� �� , �� " °` ' -I I I=I I I=I I I— °��° , � ° a ° ,�C,�° , � , �— — _ I I=I I I;� _ � ��T . � ;� .:-� _� _ , �h ' -�►�� ;: r� -4 , SET SANDSTONE IN SNOWMELT RE: -i � _ — — — — e — — — - =1 i _ 4� ;, �� , �..�,< � •r� .�,�, � . 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= =V -I I I_,-: _ _�_ -� � _� � a :;; , , - � ;•;,.� ;;�::, , _�', ; 'i � - 45 DEGREE ANGLE a� � �—� i �— —I I I-1 I I-1 I I-1 I I— I 1= ' ` --i i i-i i i—i i i—i i i ' '."`� ��`�� ' �-�.� �' � �." , , �,. _, ,.� D eta�I s MECHANICAL —I I I=1 I 1=1 I 1=1 I I ° �� p° f, �° � r a' =111-111-111=111=111= - . �,-�a;.�• �;�� «� ti/ �� .� �r^:- , w . �45I�, . ', ;, lt , , I -I I- - - - _ _ _ � - :3. .� >�'�. � W � '�`' �, � r .. ,-4' . LAYERS - _ _ , � � , s V � � � , ^' '. ° -I I I I I I i I I I I I I I I I I I-I I I �_�=- - � � �� i � ° COMPACTED AGGREGATE BASE �- I I_III-III-III III III III -�-� 4. � � � , ��_ , , � ,� �� -III_III-III_III-III_III=111 III-III , � . '�; i 1:'�' , c , - - , �� ACKFILL WITH 6 REBAR AND ., v COMPACTED SUBGRADE TO i�III_III-III III-III III-III III= - ��. � � � � r � � 1 : , �� ,�1 �� a h � � REINFORCING RE: ` < ,� 95% RE: SOILS REPORT BATTER WALL ��Illllllllllllllii�ll��Illiiilll��lll��lll: , --� �ti ,BAT� � , � Y�� , FREEDRAINING � � . ,s p 4' max. FROM VERTICAL� I II-II1-1I WELL-GRADED GRANULAR WALL � ��., MATERIAL . '� � _��y� � « STRUCURAL � � II III=_- ,�,,� � , �.�14 ° <a NOTES: 2:12 -11I- DRAINAGE ROCK 0.25 in to 1 .5 �,��, ' , h.,.�� , � r,>�' ROVIDE MORTAR D R A W I N G REINFORCED 1 . NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS WITH -1II-1 INCHES, LESS THAN 10% FINES � �, � ��`>�. - ' �",. BACKING BETWEEN N 0 : b I—I I I— CONCRETE STEM �°e � d <a' �- III=III- __ = III-I�. COMPACTED BACKFILL � �, �, 1�� " � � `` STONES KEEPING DRY UNIFORM TREAD AND RISER DIMENSIONS AS FOLLOWS: -III-111=1_TI-III III-III �I1= .I-III-i� WALL BY TREADS SHALL BE 16" TYPICAL, RISERS SHALL BE 4"MIN - 6"MAX ��IIi��lllllllllllllll� III III III �II��I I��I ��i��Illlllllllllii ,X�i � Y��F L�. STACK LOOK STRUCTURAL �a 8dc n 2: STEP WIDTH SHALL MATCH WIDTH OF EXISTING WALK OR AS il-ill-lll-III-III-III-III-III-III-III-III II-III- _ " NOTED ON PLAN '-"�=III.-1��-III��IIII��III��IIII��III��,III-1� - COMPACTED SUBGRADE TO 95% " ELEVATION : SIDE VIEW OF MAXIMUM DENSITY 6" COMPACTED 3. STEPS MUST INCLUDE HANDRAIL.BOTH SIDES � .a GRAVEL BASE STONE VENEER STAIRS AND HANDRAIL ° 4. ALLTREADS SLOPE OUTWARD FOR DRAINAGE „_ , „ BOULDER RETAINING WALL ��_ � �� DECORATIVE WALL 5 SCALE: 1 -1-0 � SCALE: 1 2 -1-0 � SCALE:N.T.S. one eneer air. wg - - ecora ive. ��,� ��'��,F � �� 2xR00TBALL NOTE:ROOT CONTROL � � � � BARRIER MUST BE USED WIDTH, MIN. �I ��"•�,�L PRUNE ANY DEAD OR DAMAGED BRANCHES � � PRUNE ANY DEAD OR DAMAGED BRANCHES �� 1 �� IMMEDIATELY AFTER PLANTING,DO NOT CUT IF TREE IS PLANTED ,� �� :Ek'o� �1F��•��'�' I �:��i�r�n LEADER WITHIN 5"OF CURB OR � ��'``� IMMEDIATELY AFTER PLANTING,DO NOT CUT \� /�� :� �` SIDEWALK. TREES �`� „� SINGLE LEADER �\� �/� �� ,�x i.�. jt� MUST HAVE AN UNCUT � '� �� / � � /�� '� �•�.�,�, . r � �� ' � 18"GREEN NYLON STRAPS WITH METAL GROMMET LEADER&HAVE A � �� \ i II� � ��'r �� f;A1�� ~ O R H E A V Y G U A G E R U B B ER H O S E F O R TR UN K U N I F O R M T A P E R F R O M � 18 GREEN NYLON STRAPS WITH METAL GROMMET �� I ��' , II / �" �,�, . G h.�� PROTECTION BASE TO TIP. TREES � ��\ '�' �`Y� ��I�� 12 GAUGE GALVANIZED DOUBLE STRAND,TWISTED �� I �� MUST MEET AT LEAST � �j � _�i 12 GAUGE GALVANIZED DOUBLE STRAND,TWISTED � \� �� WIRE: ATTACH TO GROMMETS IN STRAPS NORMAL CALIPER& OJ __ v � WIRE: A�fTACH TO GROMMETS IN STRAPS �111 �� \/ � �� °--- HEIGHT FOR CONTAINER w__.� 11 \� � / � SIZE.OVERGROWN ;%� _ �11\I \\\III \� /� SEE TREE STAKING DETAIL ��N�j�.' `° �"°J 6'GREEN STEEL"T"STAKES SET 30"MIN.INTO TREES ARE NOT �, »" f � �� \�� III � I \ � � '�,.��'�a�. � � 6 GREEN STEEL T STAKES SET 30 MIN.INTO I ` CREATE LEVEL PLANTING BENCH,USE �� _ UNDISTURBED SOIL. 3 STAKES PER TREE ACCEPTABLE. � UNDISTURBED SOIL 2 STAKES PER TREE ALONG �� SMALL ROCK WALL ON UPHILL SIDE IF p,,., �•h , f, _,-, _h� _� I �,_ LINE OF PREVAILING WIND �/% NECESSARY,HOLD TOP OF ROOTBALL ABOVE C`'u`7 1 �, a. �` I � ;''t � L:• `�� _ C'� II' TOP OF ROOT BALL TO BE PLANTED 3"ABOVE FINISHED i ! TOP OF ROOT BALL TO BE PLANTED 2"ABOVE j \\� GRADE 0 GRADE TO ACCOMODATE MULCH BED �'=' FINISHED GRADE TO ACCOMODATE MULCH �� FORM 4"HT.BERM ON DOWNHILL DEPT.OF PUBLIC WORKS �0, �� _ Q � �� SIDE OF PLANT PIT Q� s'---------__. � MIN.3" MULCH I ,� - �� 1309 ELKHORN DRIVE �� =�:� j � MIN.3 MULCH ` ��';�. SEE TREE OR SHRUB PLANTING DETAILS VAIL,CO 81632 FOR BACKFILL t:970.479.2158 q� --- �I ` � 3 TO 4"HIGH WATER BASIN � CIVIL AtP1NE�iSGINEERTf1G TN�. � V _----°°�; 3 TO 4"HIGH WATER BASIN EXISTING SLOPE PRIOR TO EXCAVATION ENGINEER 34510 U.S.6 UNIT A-9 , � - , 1632 ,� �„� _ � . � V-� ,.... , �� - -- , , ; FWISHEDGRADE �� EDWARD 8 FINISHED GRADE I � t:970.926.3373 i�=I / ; �. :. i � o - '�-1 - -� --�--` - - - '� �i�-iii ii� '' T i, � ; � ,-=a �� ; � _ i � 2 :I I ,�r ;\ � -��:,, r,_ I I _ ��I I I=I I I I I . , � ,��REMOVE ALL TWINE,ROPE AND BURLAP FROM TOP I I I I I �-I I -� � -__ - I I� ARCHITECT PO BOX 8258 �-I I I I I I=I` �I_- qND SIDES OF ROOTBALL AND TOP 2/3 OF WIRE DEPTH OF HOL�I I-I I ' REMOVE ALL TWINE,ROPE AND BURLAP FROM TOP �I I I-I I I-I � \ ��. - I � BRECKENRIDGE,CO 80424 "`- ,I ;,�-�f f gASKET FROM ROOT BALL EQUAL TO DEPT '• - AND SIDES OF ROOTBALL AND TOP 2 3 OF WIRE �I I_ �I , ; ;.: � -- ; , • �.''.I II II I II I II I �I I I I - BASKET FROM RDOT BALL / - _- . . . . . -� � � ,, i I�I + � I I fi 970 453 5878 ��,; y �,i - -I 1 CONTRACTOR SHALL REFER TO PLANS FOR PLANT QUANTITIES AND LAYOUT PRIOR TO COMMENCEMENT OF PLANTING, ` !. I.i I i' - , SCARIFY EDGE OF PLANTING PIT OF ROOT BALL =I I=I I I I I=I � I-I I I- � �=1 1=1 I I W THE PLANS AND WALK THE SITE �I I I I 1=1 I� `, ; �, 1= 1- I - _ ' , THE CONTRACTOR SHALL MEET W/THE L.A.AND OWNER S REPRESENTATIVE TO REVIE ,. - �I 1=1 I I-1 I -i=____-_ ��;i I-1 I!=I _I I' ` I �_ � RoU�HEN SIDES oF PLANTING PIT - `�/ �`=I I = CONTRACTOR SHALL NOTIFY L.A. IN ADVANCE OF PLANT MATERIAL ARRIVING ON SITE. E 117 � 3507 RINGSBY CT, ST I I-I I I=I I I-I I I-I I I-I I -I I I-I I I-I I I-I I I-I I I I i I=I I I-I I I I I I-I BACKFILL MIX: 80%NATIVE TOPSOIL,20% - - - =I I I I I �, , I , ;, I I I= -I i � I I= �� I-I I I DENVER,CO 80216 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�' PEATMOSS/COMPOST. - _ I - I - - - - � ��- � t:303.292.3388 �I I I�I I!-I I I=I I I=I I=I I I=I I I=I I I=I I I=I I I I I I=I I1=!I I_-�I�-1 I� -I I I_ � I_,-- I__I_-- -cI I---� I I- I I I- I-�� __-�_,_ I I I- � I- -�_��-I I I- ' r-I I I- 2. LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL PLANT QUANTITIES AND DIMENSIONS PRIOR TO INSTALLATION WITH °� 'i'1=1 I I-1 I I.. I I 1=1 I 1=1I1=1 I 1=1 I1=I 1=1 I 1-1 I i:-i� �' SATURATE BACKFI��TO SETT�E. ! ! I I f- � � -I o o =I I I I=;� I I=I I I I-I � L.A. FINAL LOCATION AND STAKING OF ALL PLANT MATERIAL SHALL BE ACCEPTED BY THE L.A.OR OWNERS REPRESENTATIVE -"-"'-„-,-'"'-„'-"'- ' SEE PLANTING SPECIFICATIONS FOR FERTILIZING BACKFILL MIX. 80%NATIVE TOPSOIL,20% i_ � i _ � ENGINEER 110 E.BEAVER CRK BLVD. I-I I I I I_i_--I -I ` �� IN ADVANCE OF PLANTING.CONTACTORS BASE BID SHALL ANTICIPATE MINOR FIELD ADJUSTMENTS TO BEDLINES BY REQUIREMENTS EQ E0 E0 PEATMOSS/COMPOST,FERTILIZER. i I lei -e� � i' - STE 202 .5 BALL EQ .5 BALL sATURATE BACKFI��. -� I I i�� FOOT TAMP LOOSENED SOIL UNDER ROOTBALL LANDSCAPE ARCHITECT. LOCATIONS MAY BE ADJUSTED TO ADDRESS FIELD CONDITIONS AS WARRANT ED WITH APPROVAL AVON,Co 81620 - TO PREVENT SE1-fLIN� OF L.A..THE L.A.SHALL BE ON SITE TO REVIEW LAYOUT OF ALL CONTAINER PLANTS. QUANTITIES SHOWN IN PLANT LISTS ARE t:970.949.6108 FOR ESTIMATING. PLANS SHALL GOVERN. EVERGREEN TREE PLANTING DETAIL TREE PLANTING DETAIL ENGINEER 1169 HILLTOP PKWY S�A�E:N.T.S. S�A�E:N.TS. TREE OR SHRUB PLANTING ON SLOPE scA�E:N.r.S. 3.THE LOCATION AND PROTECTION OF ALL UTILITIES,STRUCTURES AND EXISTING LANDSCAPING TO REMAIN IS THE STE 206A �e"9�ee�. -�ee a°'°g °Pe a�'�9. RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 STEAMBOAT,CO 8048� HOURS MINIMUM PRIOR TO DIGGING FOR VERIFICATION OF ALL UNDERGROUND UTILITIES.THE CONTRACTOR SHALL FIELD t:970.846.7970 ADJUST LOCATIONS OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES AND/OR DESIGNER CONSULTING&ENG EXISTING ABOVE GROUND ELEMENTS.TREES TO BE PLANTED WITHIN 8'OF UTILITIES ARE TO BE BROUGHT TO ATTENTION OF P.O.BOX 2117 OWNER AND L.A. FOR APPROVAL..ALL CHANGES REQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND MILLS,WY 82644 SHALL BE COORDINATED W/THE OWNER'S REPRESENTATIVE AND THE L.A. t:307.315.so54 4.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE L.A.OF ANY DISCREPANCIES IN PLANT LOCATIONS OR INSUFFICIENT PLANT QUANTITIES DUE TO DIFFERENCES IN PLAN AND ACTUAL FIELD CONDITIONS. 5.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE L.A. 30 DAYS PRIOR TO PLANTING OPERATIONS FOR APPROVAL OF FINISH GRADE WITH MULCH AT ALL PLANT MATERIAL AT PLACE OF GROWTH. ALL PLANT MATERIAL NOT PREVIOUSLY APPROVED BY THE L.A.WILL BE O� GROUNDCOVER OR SHRUB AREA SUBJECT TO REJECTION. PLANTING IS TO BE PERFORMED DURING FAVORABLE WEATHER CONDITIONS, DURING THE � NOTE:IF SHRUBS ARE � �� PRUNE ANY DEAD OR DAMAGED BRANCHES NORMAL SEASONS FOR SUCH WORK AS DETERMINED BY ACCEPTABLE LOCAL PRACTICE. NECESSARY SCHEDULING AND � � 4"TALL SURELOC SURE EDGE PLANTED IN GROUPINGS t IMMEDIATELY AFTER PLANTING OTHER PRECAUTIONS ARE TO BE INCLUDED IN BASE BID TO AVOID WINTER,SUMMER DRYNESS,AND OTHER WEATHER � (a ALUMINUM EDGER 3/6"X4"X16' IN W�THIN A TREE OR SHRUB � �i� TOP OF ROOT BALL TO BE PLANTED 1"ABOVE RELATED DAMAGE TO PLANTS. � (.� BED,PERMEABLE WEED ��/ �' FINISHED GRADE TO ACCOMODATE MULCH. � �;...� B L A C K A N O D I Z E D F I N I S H, N O T H I G H E R gARRIER FABRIC SHALL BE � 'f `� ' � P' . � P�ANT AT GRADE IF IN oPEN�ANDS CONDITION. 6.ALL PLANT MATERIALS SHALL BE OF THE SPECIFIED QUALITY AND SIZE AS NOTED ON THE PLANT LIST, IN ACCORDANCE W �"� V THAN 1 2"ABOVE FINISHED GRADE INSTALLED UNDER MULCH -�. � �"�A � � �� \__`` MIN.3"MULCH NOTE:PLANTS SPACING TO BE GROUNDCOVER OR � � � O LAYER - � - EQUIDISTANT FROM EACHOTHER��s�� PERENNIAL LOCATION THE AMERICAN STANDARDS FOR NURSERY STOCK GUIDELINES.CHANGES AND SUBSTITUTIONS ARE TO BE APPROVED BY �-�,4 l OWNER AND L.A. � � �� U LAWN �`-� � FOR B&B PLANTS,REMOVE ALL TWINE,ROPE 12"THICK TILLED PLANTING BED WITH � }� 0 / / AND BURLAP FROM TOP AND SIDES OF , AMENDMENTS PER PLANTING NOTES �.qLL PLANT MATERIAL IS TO BE IN A HEALTHY,AND DISEASE FREE STATE.ALL PLANT MATERIALS SHALL BE INSTALLED USING � � � - / / � ^�\ ROOTBALL SPACING bp GROUND COVER OR PERENNIALS STANDARD HORTICULTURAL PRACTICES IN ACCORDANCE W/THE PLANS AND DETAILS.THE TREES,SHRUBS, PERENNIALS, .� � � � 3"HI�H WATER BASIN � � �� GROUND COVERS AND GRASSES SHALL BE GUARANTEED FOR A PERIOD OF 2 YEARS, BEGINNING AFTER THE FINAL U �' � ,; �-, EDGE OF INSTALL 2' 'SOIL PEP MULCH,WITH L N � � � � - i FIN�sHED �£ ' P�ANriN�AREA ALLOWANCE FOR CROWN OF PLANT ACCEPTANCE. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL DEAD OR DYING PLANT MATERIAL FREE OF ._ � �, _ �, _J. � To BE AT FiNisHEO�RAOE CHARGE FOR THE TERM OF TWO YEARS FROM THE COMPLETION OF WORK AND FINAL ACCEPTANCE(CONTRACTOR'S � GRADE �� FINISHED GUARAN � � � - I I � : . TEE). � � i - ,, -v�,` �� GRADE ��2 p�� ";. DEPTH OF HOL�-I I I I I I I r I� �� m � � � � - I I I -I I I=I I I I : - I=I I - PERMEABLE WEED BARRIER FABRIC IN BETVVEEN DISTANCE BETWEEN 8.ALL LANDSCAPE AREAS SHALL BE GRADED TO A SMOOTH EVEN SURFACE PRIOR TO ANY PLANT INSTALLATION. POSITIVE � > � � EQUAL TO DEPT I_I I I=I I I _I S H R U B S W I T H I N M U L T I-S H R U B P L A N T I N G B E D S Rows,D-0.86(S) DRAINAGE FROM ALL BUILDINGS IS TO BE MAINTAINED WITH ACCURATELY SET FLOWLINES TO MAINTAIN FLOW. WEED FREE I I I I --- _ , ; , . - oF ROOT BA�� R�- � TOPSOIL PER SPECIFICATIONS IS TO BE INSTALLED AND EVENLY SPREAD TO A MINIMUM DEPTH 4 FOR SOD LAWN AREAS, � 0 � - x � � - - - , .... _ ROUGHEN SIDES OF PLANTING PIT I I-1I I-1I I-1I I � l. -j � "I I I-I I I I r:: I I-_, G� I I I-1I I-1I I-1I AND 2"AT NATIVE REVEGETATION AREAS. NO ROCKS GREATER THAN 1" DIAMETER OR DEBRIS WILL BE ACCEPTED. ALLOW � � � � � � s_i i i�- ` . , . _I I _- I , �� _ � PLANT QUANTITY CHART I I-I I I-I I I-I I I T I M E T O G E R M I N A T E A N D E L I M I N A T E W E E D S. T O P S O I L F O R P E R E N N I A L A N D A N N U A L B E D S S H A L L B E P R O V I D E D P E R � � 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=II - � REMOVE CONTAINER,BURLAP WIRE,OR OTHER ; I I I-I I I-I I1- }� i , I I I I I � I I-I I I-I I=I I I-I I I-I I I-I I I-I I�- I I !� � � ROOT BALL MATERIAL,LOOSEN ROOTS IF ROOT SPACING #0�ONTS SPACING PLANT51PER Ff �I I I I��I I I�I II�I I��I I��I I I� � '�I.I�I I)I II o I�I II I I��I1-' SPECIFICATIONS. � L � � I I ' � I-I I I � I I-I I I-� � �- � � � _I I I-I I � BOUND ' . . . ' . . . .� Q� STAKE AS PROVIDED BY MFG, FLUSH I I BACKFILL MIX: 80%NATIVE TOPSOIL,20% ��°O.C. 1.15 36°O.C. 0.186 SUBGRADE 9�THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FURNISHING OF ALL LABOR, MATERIALS,EQUIPMENT, FINAL GRADING, � V SEEDING,SOIL AMENDMENTS,ETC.,AS MAY BE REQUIRED FOR A COMPLETE INSTALLATION. WITH EDGER, SPACED PER I - 2X ROOTBALL DIAMETER PEATMOSS/COMPDST, SATURATE BACKFILL 15"O.C. 0.738 }, � MANUFACTURER'S STANDARD ' ' � I i i ' ' SEE PLANTING SPECIFICATIONS 10.ALL TREES SHALL BE STAKED IN ACCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK", PUBLISHED BY THE � � AMERICAN ASSOCIATION OF NURSERYMEN,AND THE PLANTING DETAILS. w U SHRUB PLANTING DETAIL UNDISTURBED SOIL S�A�E.�.TS. GROUND COVER AND PERENNIAL PLANTING DETAIL scA�E NTS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH PERIMETER INSTALLATION OF 6 HIGH CHAIN LINK FENCE AT STEEL BED EDGER SCALE:1-1 2��=��_o�� ee ger ru a��g e�e��as THE TREE'S DRIP LINE.THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT, PERMIT BURNING,OPERATE OR PARK EQUIPMENT UNDER THE BRANCHES OF ANY EXISTING PLANT TO REMAIN EXCEPT AS ACTUALLY REQUIRED FOR CONSTRUCTION IN THOSE AREAS. �s� � � � 12.ALL TREES AND SHRUBS AND PERENNIALS ARE TO BE PLANTED IN HOLES TWICE TO THREE TIMES THE WIDTH OF THEIR R E V I S I 0 N S " PRUNE ANY DEAD OR DAMAGED BRANCHES IMMEDIATELY AFfER ROOT BALL AND BACK FILLED IN ACCORDANCE WITH THE DETAILS. E C��,• �� ..�� PLANTING,DO NOT CUT SINGLE LEADER N0. ��'`" -`'`��, �'� � ;�'� � 13. UNLESS INDICATED OTHERWISE ON THE PLANS,ALL TREE AND SHRUB PLANTING BED AREAS ARE TO RECEIVE 3" 1 12.2.11 60%CONSTRUCTION DOC B' �-- �/ �" __ �_ . �� EXISTING TREE TO REMAI MINIMUM DEPTH SHREDDED BEETLEKILL WOOD CHIP MULCH WHICH MAY BE OBTAWED AT THE TOWN OF VAIL. ONLY 2. 2.15.12 BID SET � '�, --��J�"�� NYLON STRAPS ' ' `�� WELL-COMPOSTED MULCH SHALL BE SELECTED. 3. 4.6.12 100%CONSTRUCTION DOC �l1 � � '�� V � � �;-�` DRIP LINE ;/ � � � ��,� �,�- c� �� 9�� / a� 14.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM THE OWNER'S PROPERTY OF ALL WASTE MATERIAL 12 GAUGE�ALVANIZED STEEL WIRE: ATTACH TO GROMMETS IN STRAPS °a„ � ��`��w� GENERATED FROM THE PLANTING OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR PREVENTING THE RELEASE OF SEDIMENT , NOTE: , �` cfl � �� ' FLOW FROM THE SITE,AND SHALL CONFORM WITH BEST PRACTICES IN THE UTILIZATION OF SILT FENCES,STRAW BAILS,ETC. 1.FOR TREES 3.5"CALIPER AND GREATER - � j�� -- � AS PER THE EROSION CONTROL PLAN. 2.ROOT CONTROL BARRIER MUST BE USED IF TREE IS PLANTED � -�� 'J" " �� , :_,�. _� ' -� WITHIN 5"OF CURB OR SIDEWALK. TREES MUST HAVE AN / c�� 15. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK W/ RELATED CONTRACTORS AND W/THE GENERAL UNCUT LEADER&HAVE A UNIFORM TAPER FROM BASE TO TIP. STEEL SUPPORT I CONSTRUCTION OF THE PROJECT. TREES MUST MEET AT LEAST NORMAL CALIPER&HEIGHT FOR � � j CONTAINER SIZE.OVERGROWN TREES ARE NOT ACCEPTABLE. �� H TOP OF ROOT BALL TO BE PLANTED 2°ABOVE FINISHED GRADE ,',�I � �� 16.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE CONSTRUCTION PERMITS. � \ TO ACCOMODATE MULCH LAYER � � MIN.3"MULCH � 17.ALL PROPOSED LANDSCAPING IS TO BE IRRIGATED BY MEANS OF A LOW-WATER USE,AUTOMATIC, UNDERGROUND 6'HT CHAIN LINK f I D R A W I N G ; \ 1"x1"x 30"WOOD STAKE INTO UNDISTURBED SOIL OR TEE POST,3 PER TREE AT FENCING-TEMPORARY IRRIGATION SYSTEM INSTALLED PER PLANS. ASSUME ADJUSTMENTS WILL BE NECESSARY BASED ON FIELD CONDITIONS, j' EQUAL SPACING PANELS WITH FINAL IRRIGATION SYSTEM INSTALLATION SUBJECT TO TOV PUBLIC WORKS INSPECTION AND ACCEPTANCE. T I T L E : 4"HIGH WATER BASIN , 18.ALL DISTURBED AREAS OUTSIDE OF TREE AND SHRUB BEDS,OR SOD,ARE TO BE REVEGETATED WITH A HYDROSEEDING OF La n d sca pe r $, � ExTENO FENCiN� 5o°io BEYONO�RiPUNE wHEN � o NATIVE GRASS SEED MIX. SEED MIX IS TO BE SPRAY APPLICATED WITH A HYDRO MULCH AND TACKIFIER ON SLOPES 3:1 OR ��" PROTECTING A MATURE SPECIMEN TREE � FINISHED G ADE �`�� - LESS. SLOPES STEEPER THAN 3:1 ARE TO RECEIVE NETTING OR MULCH BLANKET TO MINIMIZE EROSION AND ENCOURAGE . ,. I-- > ;=I -I I I *NOTE � GERMINATION . SEED MIX IS TO CONSIST THAT SPECIFIED ON THE PLANT SCHEDULE. SEED IS TO BE APPLIED AT A MINIIMUM REMOVE ALL TWINE,ROPE AND BURLAP FROM TOP AND SIDES OF LOCATE PROTECTIVE FENCING AROUND ALL eta� s -� I I I I II.. EXISTING TREES TO REMAIN AND LIMIT OF DISTURBANCE RATE OF 4 LBS. PER 1000 SQ. FT. DEPTH OF HOLE =I I I I=I I ROOTBALL AND TOP 2/3 OF WIRE BASKET FROM ROOT BALL EQUAL TO DEPTH I I= �-� I I=I - _� 19. PERENNIAL AND ANNUAL BEDS NOT DEFINED BY CURB OR WALKWAY ARE TO BE DEFINED BY EDGING MATERIAL PER THE oF RooT BA�� =I I I=I I ' ` - I I=I I I=_ ��- - � � I 'I - I I� DETAILS.AREAS INDICATED AS ANNUAL AND PERENNIAL BEDS ON THE PLAN ARE TO BE LEFT 12"SITY OF FINISHED GRADE . _ I I=I I I ` i ` v `. �'i -I I I=-I I I= ROUGHEN SIDES OF PLANTING PIT � I � ' -�n I-I I i 9�,I I�� FOR TOV TO INSTALL TOPSOIL AND PLANTING MATERIAL. I I _ _ - = I- u B� s i i=_ = I = I I�� =� 11 I I 1=l I I-1 I 1=i1 I 1=1 -_ _ _ I I I� i i I I I;��I I �i i �'_� I� I I._I j 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 P- ,-;I I I i�i I I I��,� I ?� gqCKFILL MIX: SO%NATIVE TOPSOIL,20%PEATMOSS/COMPOST. SATURATE PLAN ELEVATION N R� A W I N G EQ E EO BACKFILLTOSETTLE PLANTING NOTES LARGE TREE PLANTING DETAIL S�A�E:N.TS. PROTECTIVE CHAIN LINK FENCING SCALE:1 ��=��_o�� -g ree an mg, -ro ence ain in. - an ing o es. DRRWING SYMBOL � SHEET INDEX ABBREVIATIONS �� REFER�NCE AR�A Sheet Gurrent Current Q. a� ��, GRID LETTER � BUILDWG TRANBVERSE GRID NUtiII)@P Sheet Name Issue Issue Date AES ARCHITECTURAI EXPOSED STEEL FVC FIRE VALVE CABINET R RADiUB �,�, � ftCP REFLECTED CEI�WG PLAN �° �� AFF ABOVE FINISH fLOOR FXT FIXTURE(S) � � A�T ALTERNATE GALV GALVANIZEp RD ROOF DRAIN �"� t� �s ��c �. GENERAL ALUM ALUMINUM GWB GYPSUM WALL BOARD RE: REFER TO ' X Pu�N, SECTION OR ELEVATION G401 GENERAL INFORMATION & SHEET INDEX BID SET 15 FEB 2012 DETAIL OR ENLARGEMENT ,('f +� � GRID NUMBER X BUILDING LONGITUDINAI GRID X� BLDG BUILDING GC GENERAL CONTRACTOR REQ'D REQUtRED ARCHITECTURAL CIP CAST-IN-PLACE GFRC Glt18S FIBER REWFORGED CONCRETE RO ROUGH OPENING A1 OO SHELTER PLANS BID SET 15 FEB 2d12 CJ CONSTRUCTION JOINT HC HANDICAPPED ACCESSIBLE ROW RIGHT OF WAY ��°�� WALL f� CENTERLINE HDWR HARDWARE RS RQUGH SAWN FLOOR �evEt oR � �ocnTioN Tai� -�� A101 SHELTER RC P�AN BID SET 15 FEB 2Q12 DATUM DESCRIPTION X WALL TYPE REFERENCE CLG CEILING HM HOLLOW METAL SC SO�ID CORE IEVEL WALL TYPE NUMBER AZOO SHELTER ELEVATIONS BID SET 15 FEB 2012 CLR CIEAR HORIZ HORIZONTAL SIM SIMILAR ' f� LEVEL OR DATUM E�EVATION A6O0 SHELTER ROQF DETAILB BID SET 15 FEB 2012 CMU CONCRETE MASONRY UNIT HP HIGH PQINT ��P STRUGTURAL INSULATED PANEL � EL= X�+ x° A601 SHELTER DETAILS BID SET 15 FEB 2012 HT HEIGHT SS STAINLESS STEEL �,�� J�'E %; '� � f r�� ;t ; 1 , ELEVATION HEIGHT COF CENTER OF PIUE _ � �- — � I �; �'i DOOR TYPE NUMBER 101 DOOR IDENTIFICATION CQL COLUMN ISS ISSUE STD STANDARD FINISH CEILING OR CONC CONCRETE LP LOW POINT STL STEE� DEPT. OF PUB(.IC WORKS SOFFIT DESCRIPTION � COW CENTER OF WALL MDF MEDIUM QENSITY FIBERBOARD STRUC STRUCTURE {STRUCTURAL) 1309 ELKHORN DRNE VAIL, CO 81632 � LEVEL WINpOW TYPE A3 WINDOW IDENTIFICATION CQ D E ANALYS I S oo QESIGN DEVELOPMENT MECH MECHANICAL TG TEMPERED GLASS t: 970.479.2158 EL= X' - X" CEILING HEIGMT REFERENCE NUMBER DIA DIAMETER MFR MANUFACTURER TO TOP OF � SHELTER DJ DEFLECTIONJOWT MIN MINIMUM TOB TOPOFBEAM ENGINEER 3451pU.S. 6 UNITA-9 CIEAR HEIGHT RQOM NAME EDWARDS, CO 81632 DS DOWNSPOUT MTL METAL TORD TOP OF ROOF DECK t: 970.926.3373 101 ROOM IDENTIFICATION DWG DRAWING MR MOISTURE RESISTANCE TOFD TOP QF FLOQR DECK APPLICABLE CODES: ARCHITECT PO BOX 8258 DRAWING NUMBER _� ARCHITEGTURAL DESIGN 2009 INTERNATIONAL BUILDING CODE BC �E) EXISTING NA NOT APPLICABLE TOFF TOP OF FINISH FLOOR BRECKENRIDGE, C080424 ROOM NUMBER ACCESSIBILITY TITLE II ADAAG � � EJ EXPANSION JOINT N1C NOT W CONTRACT TOC TOP OF CONCRETE t: 970.453.5878 EL ELEVATION NTS NOT TO SGALE TOP TOP OF PARAPET X X BUILDING SECTION REFERENCE 3507 RINGSBY CT, STE 117 ELEC ELEGTRICAL NO(# NUMBER TOS TOP OF STEEL DENVER, GO 80216 XXXX XXXX UNIT TYPE OCCUPANCY CLASSIRCATION: A3 STRUCTURAL FRAME: 0 HR TYP TYPICAL t: 303,292,33&8 EQ EQUAL OC ON CENTER E: X/A4 UNIT IDENTIFICATIQN BUILDING TYPE: V-B UNO UN�ESS NOTED OTHERWISE ENGINEER 110 E. BEAVER CRK BLVD. SHEET NUMBER ROOF CONSTRUCTION: 0 HR ALL6WABLE HEIGHT: 40 FEET FD FLOOR DRAIN OD OUTSIDE DIAMETER ACTUAL HEIGHT: 30 FEET PRQPERTY LINE PROXIMITY FEC FIRE EXTINGUISHER CABINET OFCI OWNER FURNISHED, GONTRACTOR INSTALLED VERT VERTICAL STE 202 ENLARGED PIAN WALL RATWG: VIF VERIFY IN FIEID AVON, CO 81620 ' DRAWING NUMBER REFERENCE ALLOWABLE AREA: 5,500 SF X<5: 1 FH FIMSH HEIGHT OFOI OWNER FURNISHED, OWNER WSTALLEQ t: 970.949.6108 ' ACTUALAREA: 5sX51Q: 1 FIN FtNiSH OPP 4PPOSITEHAND W� WITH PLAZA PAVING AREA UNDER ROOF EAVE: 532SF 105X530: 0 WD WOOD ENGINEER 1169 HILLTOP PKWY X WALL SECTION REFERENCE REVISION NUMBER —�1 REVISION N4TE REFERENCE F�RE RESISTANCE RATING X?3Q: 0 FF FINISH FLOOR PC PRECAST CQNGRETE STE 206A XXXX EXTERIOR WA�LS PR FIRE RESISTANT PLYWD PLYWOOD W70 WITHOUT STEAMBOAT, CO 80487 BEARING: 0 HR FRT FIRE RETARDANT TREATED PT PRESSURE TREATED WP WATERPROOFING t: 970.846.7970 SHEET NUMBER SHEET NUMBER - 'I I A"I O'I � NON-BEARWG: 0 HR OPENINGS FO FACE OF PTD PAtNTED WWF WELDED WIRE FABRIC DESIGNER CONSULTING $ ENG MATCH�INE P.O. BOX 2117 � DRAWING ' O� w MIL�S, WY 82644 DRAWING NUMBER ' X NUMBER {,� c t: 3Q7. 315.8054 — GRIR LINE LIOCISI IP.t�d �7hGI��P ,�;,�,�;,� SHEETNUMBER XXXX EXTERIORELEVATiONREFERENCE � PI`i}pOS@CI @XtBC1UC M8tB1"IaI� �IIII$�`1@$ aI1C� �i4�L1CS "` "� "" " EXIT PATH DRAWING NUMBER 1 HOUR RATED ENCLQSURE SM2IF2[ M$t8(I�I Type�Calor W � '�'X DETAIL SECTION REFERENCE — - - — - - — 2 HOUR RATED ENCIOSURE � � � 1 Metal Roof - Shelker Berridge - "Ftged Bronzen - custom shingle paEtern � CL� sHeer rvumgER - - PRORERn` uNE 2 Stone Veneer - Shelter GallegosCorp - Telluride Stained Face Parkitechture C!� �"'� � EXTERIOR & INTERIOR PA1NT & STAIN FINISHES � 3 Wood Fascia - Shelter Red Cedar Fascia - Semi Transparent "Olympic" Stain Calor # 711 c/� j � � 4 Glulam Waod Truss/ Purlins - Shelter pouglas Fir - Semi Transparent °Olympic° Stain Color # 711 � � - --+ � MATERIAL SYMBOLS � Solid Sawn Waod Column - Shelter pouglas Fir - Semi Transparent "�lympic" Stain Color # 711 � � � MATERIAL STAIN 6 Painted Metal Truss Connectian - Shelter Sheewi� Willaims - SW 7069 "Iron Ore" - powder coated � � � Cf5 PT-3 MANUFACTURER WATCO 7 Tangue & Groove Wood Decking - Shelter pouglas Fir decking - Select Grade Nafural finish with SW Clear Polyurethane $tain � � � � aArr woao PLYWOOD BRICK STYLE-COLOR DANISH OIL .. INSULATION BLOCKING GENERAL NOTE TONGUE & GROOVE DOUGLAS FIR DECKING AT CEILING 8 Stone Wali Cap - Si�elter GaiiegosCorp - Sandstone Buff U � Q? -� OR SHIMS 9 Stone Veneer-Site Retaining Wall - Shelter Galle�osCorp - TeHuride Stained Face Parkitechture � � MATERI_AL ____. _ STAIN 10 Bench wood slats - Shelter Ipe Wood � � j � AIUMINUM — LUM6ER ,�„A;,r PLYWOOD - EXPRNSION pT-4 MANUFACTURER OLYMPIG Y _________ �.._____ � O � �- oerA�� aiN-r 11 BencM metal support rail & leg - Shelter Sherwin Willaims - SW 6083 Sable N MArERia� STYLE-COLOR SEMI-TRANSPARENT - COLOR #711 12 EXt2Pi41' �QWI1�I Ilt - ShG1�2t' LED cable mounted c linder fixture refinished black ain# NOTE REQ GEDAR FASCIA, DOUGLAS FIR GLULAM WOOD � Y P P � _ � O TFiUSSIPURLiNS, D4UGLAS FIR SOIID SAWN WOOD 13 Full cutoff Exterior Light - Shelter LED column mounted up lighf with texture bronze finish and cutaff visor � � �,,,_ GLASS \ � � � � FINISH GYP3UM EXISTING � STRUCTURAL � i\ v v � + WQOD : 60ARD / / MATERIAL GO�UMNS '( 4 �Bta� F�aShlll� - �OOf Shervain Willaims - SW 6083 ��.Sa��E;�� Q� � � � � � � l 15 Metal Gutters@ownspout Sherwin Wiliaims - SW 6483 "Sable" ` —� V MATERIAL ^ PAINT � _ — cwss � crenve� . >:.; � ;:; . ". ;� ; ; , ;-. , .. .: cROU�R PT-5 MANUFACTURER BHERWIN WI�LIAMS �� Meta) Snowguard Sherwi� W�1laims - SW 60$3 ��Sable° � � (DETAIL) STYLE-COLOR HIGH PERFQRMANCE - SW7469 - IRQN ORE CCS U NQTE PAINTED METAL TRUSS CONNECTIONS, PAINT FASTENERS };' � � W TO MATCH ., . ' °� � � `� � �'� G� ' '� PLASTIC — _ _� UNDISTURBED CtvtU � �` EARTH `� ,�� ,,.. .� ' �l 4 �� , I � � � � _ � I I I — I11 =I I I_ � � � � � -. �� :� , ��, � �� - .y . � , — —� MATERIAL PAWT - � � � � :. � . _ . . . � -"��' —'.._ .__�_________�____'________ _ ___'_' - ,��y` � `�g' "§� _{ � ,c '' � ` �a 4* .� � . PT-6 MANUFAGTURER SHERWIN WIL�IAMS ,„ � <` � . , ;" � �, cERaMic ri�� Rici� �- < < _ �, ;, , - ,� coNCRErE STYLE-COLOR MATTE - SW6083 - SABLE � •� � �� ,. ;� � � _ � h � � �� R E V I S 1 0 N S ,�� INSUI.A7ION ''- r � �, ,. . � . �•„ : ; ` NQTE � METALSNOWGUARD, °" � ,F=`�.� �� ..,�� `a' ,. � � �� `'"� � '� N0. ; . , ' " MISC. STEEL ` � � , , . � , > . . � ` ' ' " 1 Oct 24 2011 DRB Fina Sub ssion ... ,,,.� -� • � I � r �' � � � � - , � �„ � �� „�� ; �� ' � �� 2 Nov. 07, 2011 � DD Pricing Setm� G E N ERAL N {JTES � �� _��- � , �� 3 Qg�. o�, zo„ soa�o �� P�pngset � � � �� '� � � w ,� � 4 Feb. 15, 2012 Bid Set F� , � � � '' ' - � �4.692 Ghange Order 1 � µ � 5 Aprii 6, 2�12 100% Construction Doc. �� - . . � � - . 1 . AI�� WORK SHALL CQMPLY WITH APPLICABLE PEDERAL, STATE, LOCAL AND 8. THE CONTRACTOR SHA�L SUBMIT PftOPOSED SUBSTITUTION QF SPECIFIED 16. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO TNQSE QETAILED. AD4PTED CODES, ORDINANCES, REGULATIONS, LAWS, STATUTES, MRTER�ALSIPRODUCTS TO THE ARCHITECT FOR REVIEW, IN ACCORDANCE WHERE SPECIFIED DIMENS�ONS, DETAILS, OR DESIGN INTENT CANNOT BE �"- . _ GUIDEUNES AND REQUIREMENTS OF BUILDiNG AND FIRE AUTHORITIES WITH PROCEDURES DESCRIBED IN THE SPECIFICATIONS. DETERMINED. THE GONTRACTOR SHALL NOTIFY THE ARCHITECT � � '" � � � �� HAVING JURIDICTION. IMMEQIATELY FOR CLARIFICATIdNS PRIOR TQ PROCEED�NG WITH WORK � . 9. THE GONTRAGTOR SHALL SUBMIT SHOP DRAW�NGS, CUT-SHEETS, AND , 2. THE GENERAC CQNTRACTQR (HEREAFTER "THE CQNTRAGTOR") AND 17. ALL EX7ERIOR SOFFITS SHALL BE CpNSTRUCTED WITH RIGID FRAME " ° �� - SUBCQNTRACTdRS SHALL CAREFULLY STUDY ALL CONTRACT pOCUMENTS SAMP�ES WHEN REQUIRED 6Y THE SPECtFiCATIONS, FOR REVIEW BY THE MEMBERS AND SHALL RESIST UPLIFTING WIND LOADS OF AT LEAST 1 .5 TIMES � �„ ��` ' � AND ACQUIRE A THORQUGH UNDERSTANDING OF THE DESIGN INTENT OF ARCHITECT PRIOR TO GOMMENCING WITH RELATED WORK. - ' �` �` �� ,��; ' 18. SCOPES OP WORK ON TNE DRAWINfS NOTfiD AS "NIC' ARE" NQT WCLUDED � " � � -�-� � � THE PRQJECT AND THE DETAILS REQUIRED TO ACHIEVE THE DESIGN INTENT. 10. ALL WORK SHA�L BE ERECTED PLUMB, LEVEL AND TRUE-TO-LINE IN �� ' � "'�,< �u.. . �� ACCORDANCE WITH BEST PRACTICES OF THE TRADE, MANUPACTURER'S �N CONTRACT." �� : : 3. THE C�NTRACTOR SHAIL FORWARD REQUESTS FOR CLARIFICATiON OR � �� t� � � ��, : - D R A W I N � � ADDlTIONAL INFORMATION WITH REGARD TO AGHIEVING THE DESIGN INTENT �N5TRUCTIONS POR THE PARTIGULAR PRflDUCT, AND IN ACCORaANCE WITH 19. ALL ROOF E�EVATIONS ARE TO TQP OF ROQF SHEATHtNG UNLESS INDICATED " �-� ` �° �� ' �, � ��_ OF THE PROJECT TO THE ARCHITECT IN WRITING FOR REVIEW AND RESPONSE. THE SPECIFICAT(ONS. OTHERWISE. ROOF ELEVATIQNS ARE NOTED AT HiGH POWTS UNLESS _� " � �� . ": � �� - � �� T I T L E : � ,:, INDICATED OTHERWISE. �� ; - �=�� -- 4. THE CONTRACTOR SHAII CHECK AND VEPoFY THE CONTRACT DOCUMENTS 11 . THE CQNTRACTOR SHALL NOTIFY ALL APPLIGABLE LOCAL GOVERNMENTAL ' � ��, �� . =� ,, � . � . �>� �; s, ,--, � _ � WITH FIELD CONQITIQNS, CQNFIRMING THAT ALL WORK IS BUII.DABLE AS AGENC{ES WHEN THERE IS A NEHD FOR AN WSPECTION REQUIRED BY THE 20. PROVIDE BLOCKWG OR OTHER SUPPORT AS REQUIRED FOR ALl WALL, :�_ SHOWN, PRIOR TO PROCEEDING WITH THE WORK AND VERIFY Alt, SPACE APPLICABLE GODE OR BY THE AUTHORITY HAV WG JURISDICTION. PLOOR, CEIUNG RND ROOF MOUNTED ITEMS. BLOCKING SHALL BE FIRE �E� � ` � �;�v ^ RESISTIVE TREATED AS REQUIRED AND PERMITTED BY GODE. - _ ? K � � � � �/1 � ��j DIMENSIONS AS SHOWN WITH EXISTWG JQB CONDITIONS BEFORE STARTING 12. THE CONTRACT4R SHALL BE RESPONSIBLE FQR THE SAFETY AND CARE OF �f � ,�� rtLL �" ti � � � �,�1 � CONSTRUCT�ON. �F pISCREPANGiES EXIST, THE CONTRACTOR SHAIL ALL PERSONNEL AND OF ADJACENT PROPERT(ES DURWG CQNSTRUCTION, 21 . SHOt1LD ANY CONFLICT OGCUR BETWEEN THE ARCHITECTURAL DRAWINGS y 3� ; .�� '� � �� b�� IMMEQIATEIY NOTIFY THE ARCHITEGT IN WRITING PRIOR TO FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND AND THE ARCHITECTS CONSULTANTS' DRAWINGS, THE CONTRACTOR SHAL� � � �$' �� .;� �'` �� W_<'A. , � . _ � � � � � . ■ COMMENCEM NT OF R . r � ` � WO K FOR TNE PROTECTION QF ALL WORK UNTIL IT IS DELIVERED TO THE OWNER. NOTIFY THE ARCHITECT IMMED{ATE�Y FOR CIARIFICATION, �;> � � � - ` s5 %a �; � � � ,� c' '.5,-'.„ � � � -` „ z � 5. PRICWG OF THESE CONTRACT DOCUMENTS SHA�I INCLUDE ALl LF�BOR, 13. WHERE NEW WORK HAS DISTURBEO PREVI4USLY INSTALLED OR EXISTWG 22. COORDINATE PLACEMENT OF ALL CEIUNG ELEMENTS WITH MEGHANICAL, � � �� MATERIAIS, EQUIPMENT AND SERVICES REQUIRED TO CONSTRUCT THE WORK OR FINISHES, SUCH AREAS SMALL BE REWORKED AND10R REFINISHEQ EIECTRICAL, FIRE PR4TECTION, EQUIPMENT AND OTHER INSTRILERS. �;�` � �� ' n f o rm a t i o n _ _ � : � �� z �� ; ��. .., - � P R O J E C T I N A C C O R D A N C E W I T H T HE dESIGN 1NTENT DESCRIBED THEREIN. AS REQUtRED TO MATCH THE ORIGWAL CONDITION OF THE AREA PRIOR TO W M E R E D I S C R E P A N G I E S E X�S T B E T W EE N DRAWINGS AND FIELD CONDITIONS, �`��' �- . ` s��. � THE DISTURBANCE. CONSULT THE ARGHITECT PRIOR TO PROCEEDING WITH INSTALLATIQN. �� - � � "�,.��,�`'��` �� D R A W I N G � � r � 6. THE CONTRACTOR SHALI VERlFY AND COORDINATE A�l OPENWGS AND � ' - � ^�� , � � °"��. ' � �_� ` < � , � v° ,�� . �� , � zr. � . N 0 : SLEEVES THROUGH FLOORS, CEiLWGS, ROQFS, WALLS, STRUCTURAL 14. EACH MISCELLANEOUS ITEM OP CUTTING, PATCHING OR FITTING IS NOT 23. SEE STRUCTURRL DRAWINGS FOR EXACT �flCAT10N, SIZE AND THICKNESS �, .__' �. ; �:: �� rY ,' k MEMBERS AND ARGHITECTURRL ELEMENTS WITH CIVIL, IANDSCAPE, NECESSARIIY INDIVIDUALLY DESCRIBED IN THE DOGUMENTS. THE ABSENCE OF ALL STRUCTURAL ELEMENTS. IF STRUCTURAL DRAWINGS CONFLICT 4 .,,� � �� :�- �_' �"`; �- T � � ARGHITECTURAL, STRUCTURA�, MECHANICAL, PLUMBiNG, FiRE PROTECTION, QF SPECIFIC DESCRIPTIONS OF CUTfiNG, PATCHING, OR FITTING REQUIRED WITH ARCHITECTURAL DRAWINGS, THE CONTRACTQR SHALL NOTIFY THE N w" a �'"h��`'� ?}' _ '�_��-�� ' ��;; ,� � ELECTRICAL AND OTHER DISCIPLINES DRAWINGS, SPECIF�CATIONS AND TO PRQPERLY ACCOMMQDATE THE SCOPE OF WQRK SHALL NOT RELIEVE ARCHITECT IMMEDIATELY FOR CLARIFICATION PRIOR Tp PROCEEDWG WITH ��. ' �� :F�� " �j'��;�� _ �� E?CISTING CONDITIflNS. THE CONTRAGTOR 4R SUBCQNTRACTOR FROM THE RESPpNSIBILITY TO WORK � " ' � � ' �� : � � � � ' � � � � �"�� ' '� �� PERFORM SUCH WORK AS REQUIRED TO ACHIEVE THE pESIGN INTENT OF � � ` _ � �° � � � ' "` ' , � �� " _ . _ � � ��"�� W �`�r�; =� U� Z THE CONTRACTOR SHALL PRQTECT ALL IN-PLACE ON CQNSTRUCTION, THE PROJECT. � � � ` ''�'�"��=�<�� `�� ' � �,:.� _: - - � - '�w ; � �:� .,�,� ;. --"�,` LANDSCAPING, PAVING, UTILITIES, ETC. FROM DAMAGE DURING ��' � �x� "' 15. NOTES APPEAR ON DIFFERENT SHEETS POR DIPPERENT SYSTEMS AND � �' � u �,� - " � � �_ - CONSTRUCTION. ALL DAMAGED AREAS AND ITEMS SHAIL BE RESTORED TO ��' � �; � � �_� �'� � CONSTRUCTION MATER�AL. ALL SHEETS ARE TO BE REVIEWED AND NOTES ��,.�� ' � � �� ° � � � � � ORIGINAL CONDITtON BY THE CONTRACTOR OR SUBCQNTRACTOR. "� '��' � � � ` � � � � � � ON ANY ONE SHEET ARE TO BE APPLIED TO ALl RELATED DRAWINGS AND DETAILS. �^ - ` ° � � � � ° _ � � �� '�.� � .. . . . � . . . . . . . . . . . r� .�- .. ��. v.-..,: r� �z,=-t.v� `�'"`". � -��'�-;=�Q.s.�"�� -�.�.�.�--' �..,�: , z;:� � .. , . �'��.,:. �.�..".�'-"��- P r�.�:;:,��" _ - _ � �.�„- . . _ � � .. a _ . , _ 3 . _ _ . . . _.. , _ _ _ .._ . .... . - _.� _ . o. b.. .� - _ -.. .a.. ,,,� �� 1� NOTES: � /�P DAI�AOAN d 1 . PROVIDE GONTINUQUS HEAT TRACE IN ALL DOWNSPOUTS DOWN INTO � �-��5 � SUB-ORP,IN 1'-Q" (RE: ELEC,). , Bi - ER * 3. �t• '��S�d� Aft�+�',�i�' �� 'i !'� ;`;�� r �„{. .- � ��v i � 1� � DEPT. OF PUBLIG WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 ENGINEER 34510 U.S. 6 UNIT A-9 EDWARDS, CO 81632 t: 970.926.3373 ARCHITECT PO BQX 8258 BRECKENRIDGE, CO 80424 t: 97Q.453.5878 3507 RINGSBY CT, STE 117 pENVER, GO 86216 t: 303.292.3388 ENGINEER 110 E. BEAVER CRK BLVD. STE 202 AVON, CO 81620 t: 970.949.6108 ENGINEER 1169 HILLTOP PKWY STE 206A STEAMBQAT, CO 8�487 t: 970.846.7970 DESI6NER CONSUtiING & EN� P.O. 64X 2117 MILLS, WY 82644 t: 307. 315.8�54 A B G ..it W � 20' -0° 2'-0" A B C Q � 10'-0° 1Q' -0" t� _ '_ � -- -., i t�i'1 V 2 z 6 STAINED CEDAR fASC1A TRIM \ � _ _ _ _ � v .i -� U Wt PAETAL FLASHIN� CAP � � SHEETMTL. GUTiERW1HEATTRACE A°0 /J ` � -, 20'{-0° � � ' v O N �y� ELECTRIC SNpWMELT @ EAVE 3" DIA. PREFINISHE� MTL. DOWNSPOUT �� - � � ■ • • f�� /��L _ FRE-fiNISNEDSTEELSNOWGUARD ' __ WtHEATTRACE EDGEOFRQOF (ABOVE-DASHED) / � p" _p° - � p;_p" N til �.�.+ (jf I 4 z 8 WOOD SLAT BENCN W/ / U � -t-+ � PRE-FINISHEO SNEET MTL. FtAT , CONTOURED SEAT / � 1� N � ., SEAM SHINGLE ROOFING, ' ° OVER UNDERLAYMENT, SOLID SAWN WOOD COLUMNS �--_ U � � � 1 '-0" 1 ' -0" OVER NAIL BASE SHEATHIN6 _ WI (2) 6 x 12 TIMBER PIECES & OOWNSPOUT THROUGN PAVING 1 � 4 x 8 WOOD SPACER / RE: CIVIL DRAWINGS FOR ROUTING � '` r� (CENTER COIUMN ON GRIDS j (SLOPE TO DRAIN} I � a � Q � � LEVEL 1 FINISH GRADE 4ATUM POINT PAINTED METAL DOWNSPOUT ( v � O � N @COLUMNRE: qUILDRAWINGS --1 � CONNECTEDTOGQLUMN = 3 � � � ^ ` � �� T ^ r lEVEL 1 FINISH GRADE DATUM POINT � � � �.}�s � � J �i � M @ COLUMN RE: CIVIL DR4WINGS 1 � - 10° I � L � ("" ' 3" THICK CUT ST�NE CAP � � � � � neoo {SLOPECAP}°tPT, TODRAIN - TYP.j 1 2�-0" ° 1 � 6° � ( � � FRE-fiNISHED SHEET MTL. r ^ r � �: _ ,�� C c> a %. , N o � `_. " � � � RIOGECAP o asoo I . f ,_ � � � . ' �" " G I. � � ° o � ` � REFER TO tANDSCAPE PLANS � r � 1 � ( � W � ( � � } / � POR PAVING TREATMENT � ° - � ' I P . "' � � 1 _ _.. `�. � � � � `I � � � J' - - - ' � I � � �� ,— � � , i �, � 4 _3 � o ' � , i 'c' � ____ g � 1 — 1 '. � I 2' -7,� — - o � �� o - � � I , I` � REVISIQNS � ° � NO TONEVENEERON RECESSED � °�,.' ' � � � � .: ¢ � SID OFMED�AENCLOSUREWALL ` "" � � � T _ - � � � NO. 2 � � 2 � � I - � - - - - - - Q � - i . ( �� -..�. �� 1 Oct 24, 2011 DR6 Finai Submission � ) "�� - - .. { . ��. � 2 Nov. 07, 2011 DD Pricing Set � ' ` � ( � . o u; � � 3 Dec. 02, 2�t 1 60% CD Pricing Set � � ��, �'� (� � � � _ � ; �(' � � " � i � �� 4 Feb. 15, 2092 Bid Set ;.? � _ Q 4.6.12 Change Order 1 f 4 I \ I ( AREA OF ACGESSIB�E = � ( � � ( � 5 April 6, 2012 100% Consttuction Doc. � E: � � - - � SEATING WITH BACKREST. � � ( , -J � � _ .� � i I . . I I N o { I: � � , _�„ � � {SLOPE CAP �"1 FT. TO DRAIN - TYP.)� -s -�° = 4 .. � � g � � f �� ,� � 17' - 113�8 ' � � �� . - a� � - � � � A � �._ _ - . _ _ _ - _ . _ . . __ _ - _ .. � 1 �, � - , ' ' ' ' „ ' - .. '' _ i _ _ _ I _ i � I _ _ ' _ _ ' _ _ ' _ i _ j j �, � � � � � _ _ _ _ _ __ _ I , I 9 i I (i ; I i ; i i (; i , ; ' I r�eoia sox cacE {ev om�RS) � � � � 1 ; ; i ; � ' ` � i i i ( ( ' � ') i ' � � � I 1� � , _ _ � � i I (, i i i � : I i ; � ,�� MEDiA CENTER ENCLOSURE WALI � � � � �v M � � �; � � � ! I � , i �( � � � ' � I � I, �_ � I. � D � R A W ( N G WiTH STONE VENEER 8 CONCRETE ° ' \ — — — —:.--- - .— _. : — — — -- - — , ( T l T L E : � � 1. � - - - - - - _ BLOGK CORE {DASHED) co : � - - - - - - - - _ - - - - - - � ' i ` \ .., 1- � { = � 3" THICK CUT STONE CAP � _ �� .-r T ,,-, - ,r. , --- �=-- - - -'"_ _.�. _ � .- .- � � - - - - - - - � -- -„ -.. ..._ _ _ - � T " � �, '� ; � � � :��. � ALIGNRETAININ6WAllTO � � � � '� � � ' �� ANGLE OF OVERHEAD ROOF � � �v 3,\ 95/g" f 22'-85�8„ ' � STONEVENEERRETA�NINGWALL � � �" � � ' � � \ I WITH CONCRETE CORE {QASHED� � i �� V � (RE: STRUCT.j i � � � 3" THICK CUT STONE CAP \ � ' � � D R A W I N G � SOLID SAWN WOOD COLUMNS �� I ` � --- l � � � N Q � `" Wf (2) 6 x 12 TIMBER P(ECES 8 � � "" 4x8W00DSPACER - '' (ABOVE RETAINING WALL) � � � ( EDGE OP ROOF {ABOVE•DASNED) �� ' � � ' ' ' � � NoRni � ROOF PLAN - SHELTER � � � � FLOOR PLAN - SHELTER � A � � f1 SCALE: �" = 1'-0" SCALE: �" = 1 '-0" � � U ��F coLQ� � DAMIAN �� LOUiS �� {s 4 0354 �- � � � ��'��D AttG� _ �_ ��u � ��., � �V� c tia �1 � �; { � � � E� _ _ _ DEPT. OF PUBLiC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.4792158 ENGINEER 34510 U.S. 6 UNIT A-9 EDWARDS, CO &1632 t: 970.926.3373 ARCHITECT PO BOX 8258 BRECKENRIDGE, CO 80G24 t: 970.453.5&78 35Q7 RINGSBY CT, STE 117 DENVER, CO $021& t: 303.292.3388 ENGINEER 110 E. BEAVER CRK BLVD. STE 202 AVON, CO 81620 � t: 970.949.610& ENGINEER 1169 HIILTOP PKWY STE 206A STEAMBOAT, GO 80487 i: 97p.846.7970 DESIGNER GONSULTING & ENG P.O. BQX 2197 MIILS, WY 82644 t: 307. 315.8054 A B C W I j I I f3. Q I � � � i _, � 2 x 6 STAINED CEDAR FASCiA , � � V TRIM WI METAL PIASHING CAP � � � � � O 3 x 10 STAWED CEDAR PASCIA TRIM � I � ( i �y� ' ^'"'+ � 2 x T & G DECKIN� OVER ROQF i � i ! ■ • • � Q SHEATHING � I � � � TRUSSTOPCHORD - (RE: STRUCT.j � � � � � � N � O— - - - - ' _ t.� � � } � ; � � ; � – °' o TIMBERPURLINS - � � I � .�,' (RE: STRUCT.) j� � I � CQ Q � � � � � � � ( � � � � � i � ( � � � � � � , � � TIMBER RIDGE BEAM - I I I : ,�� (RE: STRUCT,) � I ° � ( � � C7 i � � � � � � ; � � � V � i � � 1 � ; . . . I � ; i ; � t ; ; 2 — — — — — — — — _ j � , � . � � � � ( � � � � � E y ( S ( Q � S I i N0. j o i { , � i � i i �� 1 Oct. 24, 2017 DRB Finai Submission `n i 2 Nov. O7, 2011 DD Pricing Set E � 3 Dec. 02, 2011 60°!o CQ Pridng Set TRUSS TIMBER KINGPOS ' i 4 Feb, 15, 2012 Bid Set (RE: STRUCT.) �' a ( ' � �4.6.12 Change Order 1 TRUSS STEEL TIE ROD-- Iy j Q � i �) � 5 April 6, 2012 1�Q°(o GonsWC6on Doc. {4jTYPED. FIXTURE - LED � I � ; � � CABLE MOUNTED CYIINDER FIXTURE PRE-FINISHED BLACK � r Q A � � E U L � Q A U I L i PAINT (RE: ELEC. PLANS) � ! � � � � �/ — — ' — — ` — � ( . ' I � � � � C i D R A W I N G � (6} TYPE W. FIXTURE - lED COLUMN i , T i T L E : MOUNTEQ UPLIGHT Wt TEXTURED BftONZE I ; i � FINISH & CUT-OPP VISOR WI AMBER LENS ; I I ' (RE: EIEG. PLANS) j i � /� ��rrr SOLID SAWN WOOD C6LUMNfi W! {2) 4 x 10 � � � I � � � ' �(J � TIMBER PIECES & 3 x 6 WOOD SPACER (TYP.) i ( � � 1✓ \�J � I � ' � ! j � _-- R � Plan DRAWING I I ; N0 : ( � � 1REFLECTED CEILING PLAN - SHELTER � S�A��: �� _ ,._o.. — 1 Q 1 NOTES: ��.�� CoL�� 1 . COAT ALl BE�OW GRADE STEEL Wl BITUMINOUS COATWG. +�.� DA�AIAP1 Q 2. GALVANIZE ALL STEEL STRUGTURE & BENCH HARDWARE. � �OUIS � 3. BUS SIGNAGE, IF PROVIDED IN THE FUTURE, SHALL C4MPlY WITH ADAAG �� * SIC>NAGE REQUIREMENTS. � f�� 40 350� �/. `�'��Fe� AR��''� _ __. �� _ �'�l� i'� � �i � Ir�`� } +� � i� :� � l � ��; _ __ . . 1 2 3 C 8 A PRE•FINISHED SHEET MTL RIDGE GAP DEPT. OP PUBLIC WORKS 13Q9 ELKHORN DRIVE TIMBERRIDGEBEAM - WEST ROOF RIDGE WEST ROOF RIDGE�. VAIL, C081632 6 �X10�" GLM (7YP.) � — — — 8160 -3 T T81 ��3�—� f: 970.4792158 I (RE: SIRUCT.) � I � ENGINEER 3A510 U.S. 6 UNIT A-9 EDWARDS, CO 81632 TYPE p. fIXfURE - LED CABLE MOUNTED t: 970.926.3373 METALSNOWGUARD CYLINDERFIXTUREPRE-FINISHEDBtACK EAST ROQF RIDGE PRE-FINISHEDSHEETMTL. FLATSEAMSHWGtER00FIN�, PAINT {RE: ELEC. PLANS} 8157•_�� 4VER UNDERIAYMENT, OVER NAiI BASE SHEATHING ARCHITECT PO BOX 8258 PRE•PINISHED SHEET MTL. PLAT METAI SNOW GUARD BRECKENRIDGE, C0 80424 SEAM SHINGLE R40FING, t: 970.453.5878 OVER UNDERIAYMENT, 5.5:12 ROOF PITCH ELECTR�CAL SNpWMEIT AT EAVE RECESSED METAL GUiTER 3507 RINGSBY CT, STE 117 OVERNAIIBASESHEATH(NG � � 2x4STAINEDCEDARFASGfATRIM DENVER, CO 80216 2 x 4 STAINED CEDAR FASGA TRIM WI METAL � ° WI METAL FLASNING CAP t: 303.292.93$8 3 x 8 STAINED CEDAR �ASCIA TRIM FLASHING C VENEER & C�NCRETE BLflCK CORE (DASHEDi ENGINEER 110 E. BEAVER CRK BLVD. I ( I MEDIA CENTER ENCLOSURE WALL WRH STONE STE 202 ROOF EAVE ROQF EAVE _ 3" THICK CUT STONE CAP {SL4PE�"1 Ff. TO DRAIN • TYP.) AVON, GO 81620 8153 —3 8153� -3„ t: 9�0.949.6108 3 x 8 STAINEQ GEDAR MEDIA BOX CAGE (BY OTNERS) FA&CIA TRIM TRUSSTOPCHORD - 6 '�x156LM (TYP.) � ENGINEER 1169HI�LTOPPKWY 2 x T & G DECKIN� OVER � (RE: STRUCT.) r � STE 206A ROOF SHEriTHING I ¢ � TYPE W, FIXTURE - LED CQLUMN MOUNTED ( SOLID SAWN WOOD COLUMNS Wt {2) 6 x 12 ( ( WALL CAP STEAMBOA7, CO 8048? TIMBER PURLINS - 6 '� x 10�" 6LM (TYP•) UPl.IGHT W!TEXTURED BRQNZE FINISH & TIMBER PIECES & 4 x 8 WQOD SPACER ( 8151 '- 1 '� t: 970,846.7970 TftUSS TOP CHORQ - 8 '� x 15 GLM (TYP.) CUT-0FF VISOR (RE: ELEC. PLANS) PAINTEQ METAL DOWNSPOUT CONN[CT6D TO COLUMN (RE: STRUCT.) � � ' SOLID SAWN WOOD CQLUMNS Wt (2) 6 x 12 3" THICK CUT STONE CAP (SLOPE a"1 FT. TO DRAIN - TYP.) 4 x 6 STAINED WOOD StAT MEDIA BOX CAGE --�; , DESIGNER CQNSULTING & ENG STONE VENEER WALL WITH CONCRETE GQRE BENCN WI C�NTOURE� SEAT P.O. BOX 2117 METAL SGISSOR PI.ATE TO CONNECT TIMBER PIECES & 4 x 8 WOQD SPACER WA�� CAP � WALL CAP � MIILS, WY 82644 COLUMN TO TRUSS TOP CHORD � ' � 8149 — 1 Y -- __ I a � 4s ' - i " � - - -�— L � -�-- � � _ � � i � ' t: soz. s�e.ao�a . __�._ TRUSS STEELTIE ROD � , ; � '; �� PAINTED METAI. BASE BRACKET - _ 1RUSSTtMBERKiNGPOST - 4x4 (TYP.) ': . ' �:': > : ; : '. : _ _ WAL� CRP � � � � � � WA�L CAP 0 3" THICK CUT ST4NE GAP 8147 -7 � ' - �'"�'- " ` - � � SOLIOSAWNWQODGOLUMNSW! (2� Bxt2 � - - -- � � � � ' �. 0 8147� -7� TIPAB�R PlECES & 4 z & WOQD SPACER (TYP.) � ` - ' ' (SLOPE�q"t Ff. TO DRAIN - TYP.) � t - � , ; 4 x 6 STA(NED WOOD SIAT � T '� j� - - - BENGH tNt CONTOURED SEAT � � ' - � � � �� ` . �� MEDIA CENTER ENCL4SURE WALL WITH STONE � i � � � � � � � � 1 � , , ; VENEER & CONCRETE BLOCK CORE (DASHED) �-. -- � � � _ _ ' � _ , � PAINTED STEEL. ANGIE BENCH SUPPQRT ` � � , , . r. . . . ;'. , .. ; ; .. , , :, . . . , ; . . .. . __ .�, . . � Q v � PAINTED STEEL KNIFE PLATE BENGH lE6 STONE VENEER RETAINW� WAIL — n ` _ _ Q U PAINTED METAl9ASE BRACKET FOR COLUMNS WITH CONCRETE CORE T __-}{ r ' f � LEVEL 01 � LEVEL 01 � - � I _ � l (J� 'a"'' � (FINISH GRAOE (S CO�UMN) ' ` ' A -_�-- -- - - � -�-+ U r� . . � � LEVEL 41 ,L {FINISH GRADE f� COLUMN) -- ``�--� - . ____ �� _ _ _m____ . � � ` � �� f 8143'- 7 ° --° „ _ . - - 8143' - 1 "-1T 8143' - 1 " � „ ,: � � 0 FINISH GRADE PAINTED METAL BASE BRACKET M� � � �� (RE: CNIL DRAWINGS) J �-•-- DOWNSPQUT THROU6H PAVIN� {RE: STRUCT.) � • ■ � Q � �---_=- --� RE; CIVIL DRAWINGS FOR ROUTING #•+ L- „_ , , , RE�: EI.EC. POR NEAT TAPE � � � .� U � -�-' � � � NORTH ELEVATIC) N - SHELTER � EAST ELEVATION - SHELTER � N � = N SCAIE: �„ q �,_�„ SCRLE: �n _ �,_0„ C� � � � � � � � � U? _ � � � -� � � a a � A s c Q, U PRE-PINISHED SHEET MTL. PRE-FINISHEpSHEETMTL. J RIDGECAP WEST ROOF RIDGE� WEST ROOF RIDGE RIDGECAP � � TIMBERRIDGEBEAM • � 816t �-3�—� 816Q'-3'� PRE-fINiSHEDSHEETMTL. FL4T (n � � � 6�x1�}" GLM (TYP.) 5.5:12ROOFPITCH � ( � (RE: STRUCT.) � SEAM SHINGLE ROOFING, (� OVERUNDERLAYMENT, � OVER NAIL BASE SHEATHING PRE-FINISHEDSHEETMR. FLAT _ EAST ROOF RIDGErL EAST ROOF RIDGE SEAM SHINGLE ROOFING, 8157� -7°� OVERUNDERLAYMENT, ( I METALSNOWGUAR 8157 -7 QVERNAILBASESHEATHING RECESSEDMETAI TTER MEDIABOXCAGE (BYOTHERSj ELECTRICAL SNOW6 ELT AT EAVE R E V I S I O N S 3" TNICK CUT STONE CAP (SLOPE�"/ FT.TO DRAIN - TYP.) NO. MEDIA CENTER ENCLOSURE WALL 1 Oct. 24, 2011 DRB Finai Submission ° WITH STONE VENEER & CONGRETE 2 Nov. 07, 2Q11 DD Pricing Set � BLOCK CORE (QASHED) 3 Oec. 02, 2011 60°fo CD Pricing Set ROOF EAVE �, ROQF EAVE 4 Feb. 15, 2012 BidSet 8153 -3 � 8153�-3° 4�4.6.12 Change0rderl 5 April 6, 2012 10D°!o Construction Doc. 2 x 4 STAINEQ CEDf�R FASCIA TRIM � � � � � � � - - - 1 W/ METAL FLASHING CAP - - �--- — � MEDIA WALL CAP i ( 3x8STA1NEDCEDARFASCIAIRIM 2 x 4 STAINED CEDAft PASCIA � � � -- — - -- PAINTED MEfAL SCISSOR PLFtiE TO CONNEGT 8151 �- 1 ° TRIM W! METAL FIASHIN� CAP � COLUMN TO TRUSS TOP CHORD (RE: STRUCT.) i_ a � SOLID SAWN WOOD COIUMNS Wt TRUS STEEL TIE ROD -a 3" THICK CUT STONE CAP 2 6 x 12 TIMBER PIECES & 4 x 8 3 x 8 STAINEQ CEDAR FASCIATPoM � ( TYPE W. FIXTURE - lED COLUMN MOUNTEO � � ^ � � � TRUSS TOP GHORD - B '�x 15 GlM (TYP. TRUSS 4 x4 TIMBER KING d�ST � ! UPLIGHt W( TEX7URED BRONZE FINISH & � � ___.__ -�__. i WOOD SPACER (rRE: STRUGT,) TIMBER PURLINS - 63 x 10 �" GLM TYP.) ° (RE: �TRUCT.) � ; GUT-0FF VISOR RE: EIEC. PLANS WALI. CAP WALL CAP r a � ( — L_ � SOLIQ SAWN WOOD COtUMNS W/ - � (— 8149 — 1 8149'- 1 " 8149 — 1 ' � WALL CAP (2) 4 x 1Q TIM@ER PIECES & 3 x 6 SOIID SAWN W006 COLUMNS f ! � `a ' WOOD SPACER {RE: STRUCT.) Wt (2) 4 z 10 TIMBER PIECES & - - } --' -- � � � D R A W I N G 3 x 6 WOQD SPACER h WALL CAP _( `�_�—T T I T L E : PAINTEO METAL BASE PAINTEQ METAL BASE BRACKET PAINTED METAL DOWNSPOUT � 8 � 47�— 7�� CKET (RE: STRUC� (RE: STRUGT.) ' `. . „ ; CONNECTED TO COtUMN 3 THICK CUT STONE CAP � �, � � . . , 8RA 3" THICK CUT STONE CAP � GONTDURED BENCH (BEYOND) __ I STONE VENEER WAII WITH �f� CONCRETEC�RE S h e I te r STONE VENEER WALL WITH . STRU � BASE BR4CKET _ , PAINTED METAL < CONCRETECORE . . : (RE: CT. _.- I___ . � FINISH GRApE � Elevations (RE: GNILDRAWINGS) j ' t _ _ (FINISHLGRADE � COLUMN) LEVE� 0 - !� -� _ _ � 8143'- 1 "� 8143' - 1 ° EVEL 1 fINISH GRADE OATUM POINT D R A W i N G �@ COLUMN RE: C(VIL DRAWINGS ( , � N Q : � � ONNECT 001NN3POUT TO DRAIN PIPE � � �� ' _ ._ . _ , � ( (RE: CIVIL DR4WINGS FOR ROUTING) FINISH GRADE I � ( (RE: CIViL DRAWINGS) � I ' 3 SOUTH ELEVATION - SHELTER WEST ELEVATION - SHELTER �� 2Q � SGALE: �" = T-Q" � SCALE: �" = 1'-0" `�'-?� " �OF CO�O , � - ' �.� LSANIIAN � � tQU{S � ,� , ICE .�. CONTINUOUS DRIP EDGE PER , P/ DO3 � MANUFACTURER ��'�, � � PREFIMSHEp SHEET MTI. C� ``-�A�� GUTTER PAINTED MTL. TIE iN UNDERI.AYMENT INTO ALIGN TOP OF PURLIN W/ TOP OP SNOWGUARQ (PT-6) DOWNSPOUT ( � ' SHEATHING (RE: STRUGT.) NAIL BASE — � � �� UNDERLAYMENT � � � ° -� � � � � MESH RE: SPECS. � �tr1 ,z, � `;' I rt, � - C� � � iC: �� PREFINISHED SHEET MTL � 1 FLAT SEAM SHIN(',LE - 1 � ' ROOFING ' ` � DEPT. Of PUBLIC WORKS � - � 1809 ELKHOftN DRIVE i PAINTED MTL.RAII (PT-6} \ � VAIL, CO 81632 � , ' � � � t: 970.479.2158 � f � � ` � ENGINEER 34510 U.S. 6 UNIT A-9 � SEALANT � EDWARDS, CO 81632 ' t: 970.926.3373 � PREFINISHED MT�. FLASHING —�'� ( �" � � � �� ATTAGHEDTOCONTINUOUS � ARCHITECT POBOX8258 � SHEET METAL FLAT SEAM CLEAT W! HEMMED DRIP EDGE ti � �� SRECKENRIDGE, CO 80424 MTL SNOWGUARD �l SHINGLE ROOFING '+ �+ t: 970.453.587$ GALVANIZED & PAINTED � 2 X 6 STAINED CEDAR TRtM � � '� PREFINISHED META� FLASHING � � , UNDER SNOWGUARD. � � EXTEND UNDER 35�7 RINGSBY CT, STE 117 SELF ADHERING MEMBRANE FLASHING AT TOP ANp '� 6 �� ,�\ DENVER, CQ 80216 lAP IN MTL FIJaSHING SIDES QF SNOWGUARQ. � A606 WOOD BLOCKWG (TYPJ � � � t: 303.292.3388 � ` � ENGINEER 110 E. BEAVER CRK BLVD. PREFINfSH�D MTI. FtASHING �� , � � TO MATCH ROOFING STRIPPE4 INTQ UNOERIAYMENT — - - , 3 X $ STAINED CEDAR FACIA �� s STE 202 '� , / AVON, CO 81620 TRIM � � / t: 970.949.61Q8 - � � , � SEAIJ�NT � ' 5 � 1 X 3 SfAINED CEDAR FACIA � � ' � �, ENGINEER 1169 HILLTOP PKW1' PREFINISHED MTL. RflOFING - - TRIM � � STE 206A - ' A600 � STAINEQ 2X T&G P ', . ' ' � � � � STEAMBOAT, GO 80487 _ _ J QECKING (PT-3) ,, �, t: 970.8467970 (RE: STUCTJ 2 x 8 RAFTERS @ 16" O.C. �� DESI�NER CONSULTING & ENG UNDERLAYMENT (RE: STRUCTJ � � \ ' pp_ gpX 2� �� 7 ti � MILLS, NiY 82644 UNDERLAYMENT A600 , - STRUCTURAL � � '` ` —.— —._. NAIL BASE FRAMINGt PURLINS � \ `,� ', t: 3Q�. 315.8054 NAILBASE � (RE: STRUCT�) (PT-4) ` j ATTACHMENT TO BLDG.: �� /�� - ' PREFINISHED � STRUCTURE ENGINEERED 8R.4CKETS, TYP. - BY SNOWGUARQ (PT-5) {RE: STRUCT.) �� _,_,_, MANUPACTURER (TYP.) � A� � - � ATTACHMENT & BLOCKING K� � � BY SNQWGUARD MANU. - 6' X 3 1/2" � 1NSTA�L,ER ENGINEER TO PREFINISHED MTL. � � �+ � p � �+ DOWNSPOUT {PT-6) 7 �3NO V V GUARD FLA�JHING ' PROVIDE ENGINEEPoNG Q � CAICULATIONS + DRAWING �—' 3" = 1'-0" NOTCH TRUSS TOP � V NOTE: DESIGN BASED OFF 6F "ALPWE SNOWGUARDS" MQDEL #117 ALL CHORD �° FOR PURIiNS � U ENDCAPS, PIPES, END COLLARS, RND BRACKETS TO BE FINISHED (PT-6) {RE: STRUCT.) � n , � � ��y� v, W � • O � � SECTION DETAIL - ROOF SNOWGUARD � SECTION DETAIL - ROOF EAVE � � �— �^�co.,. 3,� _ ��n 3„ _ ��_�„ i � � / PREFINISHED MTL RQOF{NG -� SET ROOFIPIG PANEL IN "�" � � � CONT. SEALANT � � �^, � PREFINISHED MTL. FI_ASHING �„y 4— TO MATCH ROOFING STRIPPED � � INTO UNDERLAYMENT � CLS Q � SEAIANT - - -.-' {f� � � MTL SNOWGUARD ATTACHMENT OF ROOF � � � F— GALVANIZED & PAINTED SHINGLES ENGINEERED BY SHEET METAL � N � MANUFACTUREft, TYP. RIDGE FLASHWG (� SFfEET META� FLAT SEAM SHINGLE � � PREFINISHETO MAT H ROOF RQOFING �, a�+ O UNDERtAYMENT GONTINUOUS UNDERLAYMENT TQ NAIL BASENED � U NAIL BASE -� W NAILBASE SHEATHING SUPPORT SHEET METAL FIAT (RE: STRUCT) SEAM SHINGLE ' � ROQFING UNDERIAYMENT - ' � � � PREFINISHED MTL. � ' � , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLASHlNGATTACHEDTO � � R E V I S I O N S — CONTINUOUS CIEAT NRIL BASE - (�J�, � SNQWGUARD FLASHING ZX $ �FTERS@ �6° o.G. , � � o�t. 24, 20„ DRBFinaiSubmission 3" = 1'-0" % � 2 Nov. 07, 2�71 DD Prici�g Set 3 Dec. 02, 2011 60% CD Pricing Set � ` 4 Fab. 15, 2Q12 Bid Set — 2 X 4 STAINEp WOOD TRIM STAINED STRUCTURAI �4.6.12 Chaflge Order 1 BLOCKING RIDGE BEAM GL (PT-4) 5 Aptil 6, 2012 700°10 ConsWcGon Doc. (RE: STRUCT.) ROQF SHEATHING RpOF SHEATHING — PREFINISHED MTL. R04FING � STAINED 2X STRUCTURAL T&G DECKING SET RQOFWG PANEL IN 3 X 8 STAINED W40D TRIM (RE: STUCR� EXPOSED} � -- - -- - - CONT. SEALANT PREFINISMED MTL. FLASHING PAINTER BRACKET TYR D R A W ( N G TO MATGH ROOFING STRIPPED INTO UNDERLAYMENT (PT-5} 1 X 3 STAINED WOOD TRIM (RE: STRUCT.) T ( T L E : SEAIANT MT�. SNOWGUARD NOTCH TRUSS TOP S h e I te r CiALVANIZED & PAINTED _ STAINED 2 X T&G DECKING (RE: STUCT.) CHORD 2�" FQR PURLINS � - -- - - - - - - - - -- - - -�-- - �. PREFINISHED MTL. FLASHING 2 x 8 RAFTERS @ 16" O.C. STAINED STRUCTURAL � TRUSS TOP GHQRD GL (PT-4) Ro of D eta i I s TO MATCH R40F {RE: STRUCTJ UNDERLAYMENT NAiIBASE D R A W I N G N 0 : � SNQWGUARD FLASHING SECTI.ON DETAIL - ROtJF EAVE RAKE CUNDITION 1SECTIQN DETAIL - ROOF RIDGE A� � � � 3�, _ �,_Q„ 3 3„ _ ,�,_�„ 2 3 NOTES: O� �OLO t COAT ALL BELOW GRADE STEEL W! BITUMiNOUS COATING. •C,� 2. GALVANIZE ALl STEEL STRUCTURE & BENCH HAROWARE. !tiQ DAMiAN �� 3. REFER TO BHELTER PLAN, SHEET A-1p0, FOR AREA pF � Ll?WS � ACCESSIBLE SEAT(NG WITH BACKREST/ WAL�. �� * 5' - C° � / {'�� OQ35 � � ��SEp ARG�� _ . °: _ � ' '�, � `` I i ,'� � - U � � f � fi,: : � . _ t ' DEPT. OF PUB�IC WORKB ' ' 13Q9 ELKHORN DRIVE ' � � VAIL, CQ 81632 t: 970.479.2158 , SQLID SAWN WOOD COLUMNS W/ (2) 6x12 � TIMBER PIECES & 4x8 WOOD SPACER ENGINEER 34510 U.S 6 UNIT A-9 EDWARDS, CO 81632 PAINTED STEEL CO�UMN BASE BRACKET t: 97Q.926.3373 ��- STONE VENEER WALI� (RE: STRUCT.) ARCHITECT PO BOX 8258 � � 4 X 6 WOOD SLAT BENCH Wt � BRECKENRIDGE, CO 80424 1/2" RECESSEQ CURVED SERT t: 9?Q,453.587& 4 X 6 WOpD SLRT BENCN Wf INDIVIDUALLY FASTENED FROM BEIQW 1!2" RECESSED CURVED SEAT ' I INDIVIDUALLY FASTENEQ FROM BEIOW ' 3507 RINGSBY CT, STE 117 10`-5Y�'� DENVER, CO 80216 � , _d„ � � t: 303.292.338& ' ENGINEER 11Q E. BEAVER CRK BLVD. � - - � � ' � � _ � � °N - - , - - �'- �; --_. - -� - i ��l � /�� STE 202 - �"'- '_ 1 � /�_ - �� f� � � _ � � � ,� _� — /"_- ,-� ' / � w f � �� — � �'- -�� /-=�� AVON�CO $1620 �; .� ✓ ��-, `�� / � ' - �, � � _ � _ � _ ._ _ � � m � � � � � � � . � u u ,� t: 970. 49.610$ zQ � � ( ,n ( � � w � � � ENGINEER 7169 HfCLTOP PKWY i _ _ � Q w ¢ STE206A - 1 � -5 1 J2'� " a W � � (SLQPE PAVING @ 2°(o STEAMBOAT, CO 80487 � (SLQPE PAVINGI 2°@ !o � �y a ( : CIVIL) t: 970.8467970 ( E•'— . CIV"� ILj — DESIGNER CONSULTING 8 ENG ' P.4. BOX 2117 - - - - - - - - - - STEEL ANG�E {PT-6) Mll(.S, WY 82644 t: 307. 375.8054 STEEL KNfFE PLATE SUPPORT {PT-6) 4'-3° 4' -3° STEEI ANG�E (PT-6) 4 -3 STEEL ANGLE (RE: STRUCTJ LEVEL 1 FlNISH GRADE DATUM POINT Q STEEL KNIFE PLATE SUPPORT (PT-6) GAST IN PLACE CONCRETE COLUMN RE: CIVIL DRAWIN6S EXTERIOR PAVER AT TERRAGE � FOOQTER (RE: STRUCT.) ( STEEL KNiFE PLATE SUPPORT {PT-6) EXTERIOR PAVER AT TERRACE RE: IANDSGAPE DRAWINGS ' � RE: IANDSCAPE DRAWINGS p� i � SHELTER - BENCH & EAST WALL ELEVATION DETAIL � SHELTER - FREESTANDING BENCH ELEVATION DETAIL �' Q SCALE: T' = 1'-Q" SCALE: 1" = 1'-0" Q � v ua -�—� � � - � O B A� � GRiD L� ,� � � � � �� SOUD SAWN WQOp CQLUMNS W/ (2) 6x12 I � N � � TIMBER PIECES & 4x8 WOOD SPACER ^ I ( PAINTED STEEL COLUMN BASE BRACKET � � � � (RE: STRUCT.) +� � � � STONE CAP FULLY GRQUTED � � `j Q ANCHOR TO CONC. WALL WITH EMBED '�y� 1 FASTENER {SLOPE AWAY TO DRAlN) �jr � � � 2'-6" LONG STONE CAP FULLY � +-� = L � ¢ ' GROUTED A601 �,�y� {/� Q 2'- 6° SLOPE TO ORAIN I ' �' CAULK BELOW BASE � #.,+ � � � S.� T.O. STONE CAP CONTINUOUS UNDERIAYMENT T.O. STONE CAP . O � — 8149 - 1 8149 _ � GROUT SOLID TO CONCRETE WALL � � I I � � STONE VENEER WAIL ° W Q . � '.. �. }.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . ., ' � � . s � . � . . �,�^ P .,d ��-. .. . . . . . . . ... .. .. .. .. ... . : . .. ._ .. . . .. . . .. . .. .' �. ' .. ... ... .. . . . ..... . , ' ' R E V I S I O N S ' � a N0. ! 1 Oct. 24, 2011 DRB Finai Submission � 2 Nov. 07, 2011 DD Pricing Set �— STONE VENEER WALI� 3 Dec. 02, 2011 60°to CD Pricing Set _ ' FLEXIBIEFLASHING 4Q4e6.12 ' 2012 C ange0rderl - ' ! � � 5 Aprii 6, 2012 100°Io Construction Doc. . . ., . ., . �I. � ' . ' 4 X 6 WOQD SIAT BENCH : , ( 172" RECESSED CURVEp SEAT ` ` PAINTED STEEL PLATE (PT-6) % ` , � �, . ^ 5��2 1 � -0" (PT 6?ED STEEL ANGLE a ' a � . T.O. 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(NDIVIDUALLY FASTENED FROM BELOW � i � � � ' � D R A W I N G CENTER STEE� KNIFE PLATE � j � � — — — — ( — � ; � a N Q : STEEI ANGLE (PT-6} � � SUPPORT ON GRID A. ��A�� RPIACE CONCRETE — � � �= I I I — I I ( — I I I — ) I ! — I ( ( � o � � � I (—) ( I — - STEE4 KNIPE P�P,TE SUPPORT (PT-6) (RE: STRUCT.) � ( I (— I I I — I I I — I I I—) I (—I I ( —I � a � � � I ( i — I I � —I � , EXTERIORPAVERATTER�CE � I I � I I I- I I I- I I I-- I I I -I I ! �� I I � . o ° � �I I 1 -I I 1 — I I I- RE: LANQSGAPE QRAWINGS ' �- � o � � SHELTER - BENCH & S{3UTH WALL ELEVATION DETAIL � SHELTER - BENCH & WALL SECTION DETAIL SCALE: 1 " = 1'-Q" SCALE: 1 " = 1'-0" GENERAL 1. DESIGN LIVE LOADS: Ground Snow Load=145psf, Roof Snow Load=80psf, Wind 90mph (3 Second Gust), Seismic Zone B � 2 3 2. RESPONSIBILITY: The contractor is responsible for cross referencing all plans and inspecting work placement at the site to assure that no omissions or discrepancies exist that might adversely NOT FOR affect construction or the integrity of the finished product. Job site and construction safety are CONSTRUCTION not addressed in these plans and are the responsibility of the contractor. These responsibilities are industry standard. 2x8 At 16"o.c. Rafters w/ 3. These plans are intended to be in accordance with 2009 IBC code. All construction to be in conformance with these codes. 5/8�� T&G Plywood Overlay 4. Special Inspection Criteria per Section 1704.1.1 See each discipline below � � � � .... � 6 3/4"x10 YZ" GL Pulin Per Roof FOUNDATION Framing Plan Connect To GL Top - e�-ri�`- ""�`- 1. Foundation desi ned in accordance with KOECHLEIN CONSULTING ENGINEERS, INC. soils re ort RUSS . ` 9 P Chord Per Detail F/S-002 ��--� #1 1-052, which is hereby made a part of these drawings. Maximum allowable soil bearing � 2 5-001 I� �� : � - pressure = 3500 psf, 0 min. Proper authorization for use of the report or its recommendations � 5.5 are the responsibility of the owner. 6 3/4"x15" GL Top Chord �� 2. Soils Engineer to verify bearing soils prior to placing footings or pads. Soils Engineer to provide w� YZ" Knife Plate Cap �� I��'�� compaction testing and verification of all structural and slab sub-grade fill materials. Soils �� • i�� Per Detail D�S-002 /ii� �� i ii ii �'�--�--__ i � ` � inspections shall be performed per IBC 2009 section 1704.7 and Table 1704.7 �i�� i � �� i.i �i ��'�,-�-_, � / � /iii� ii i ��i �� i�i � � 3. We recommend the soils engineer verify during excavation (and before construction of any part � �� i_- �__ M `" � �� i� i ��i �� i�� i �� i� of the foundation) that soils types and conditions match those described in the pit log(s) of the �� /�r+i_ i.i i �i ��i i�i �� ii�i �'-- .�_ above mentioned soils re ort. ��-_i � �� i �� ii �� __� P , , ��-- � L- �� ,I ,� „ �.� I �� I � �, �� ' ;---___ , ( �,, /� -- '�. '-- 16 3 II �l l.l � �,� I`�_'_- - _ 4. Remove topsoils, organic material, and any questionable material below pads and footers. All ,�'� 6"x6" King Post ��i n � �i.,� ,�i__/�X�� ( i �� ii i • ii� r� i.i �'-��_� ,, �,� � p, pads and footings exposed to frost must maintain the required 4' frost depth. Minimum pad ,,� , ��, /i� �� i �� i ��-_i��,�__y; G� p i� �� ii � �� -� ��. ��. �� ,��'s "�, �.� � =�� - I�. i �� .i ii � i �-�� thickness = 12°. The footin g elevations of this desi gn are indicated in economical relation to � �� i �� i. • i ii �i i.� -�M�„�,�Urlin �.� i ' � �i �� i.i i� ri �� i� i �1 ,� �,� ;��, ��, � ,b ,� �, � � ,l, ,I� �� __ ��:-��_��,� �l �� I, / � „� . , ��' �I ��ow�voFVAIL architectural elements. Proper soil bearing and�or the soil report may require lower footings. //,�� ;�� '� /� //��!�� %�i �� i , i �.� �,� � i -i�--�• �'--�.� �� .� ii �� i i i.� iiil 5. Drainage and grading details to divert surface drainage at least 10' away from the structure. ,� �� ,� ��.� ii ii r�i �i �i �� .� �� i.i -_i � � �_ ri �i ii i� n i � i �i iil DEPT.OF PUBLICWORKS �; � G i� �� i� i !i �� l d� � li �� i i �_ -�� ii �� i • i ii I Do not backfill against any foundation or retaining wall until all supporting floor and slab systems �� 1"� Threaded Rod � ,� r �.� �.� �� i � i� � �� i� ,� � �y -�� ( � �i 1309 ELKHORN DRIVE ,� � �i�_ i g s/�� ri--�•��-- �� i�i !� � � �i �i�i� are in lace and securel anchored, or other ade uate wall su ort is rovided. -�,- �__ �i 4 x10 Y" GL Purlin �� i� �� '--��• �'-- ii ' �i I VAIL,C081632 P Y 9 PP P � �� 'r-•�-��.-- �,-------------- �i I � --�_�.-�� ' �I�I 6. Provide 4" diameter perforated PVC draintile in a 12" by 12" gravel envelope at lowest levels �J �-- !�--u- 1�L -ir•- �- .�. �_. __ i�__ ii �� !�-' ��- ii /� �� .� , • r--�-- '�''-r y�• i i t:970.479.2158 � � � �--i�---t�--it--+�--- r- Il.-__ �, �+=i.i'�. � of and perimeter of excavation sloped a minimum of 1�8° per foot to an adequate daylighting 6x6 Kin Post w Yz" Knife �i �� ' �� !� �� i i; �.�i �i-� -��-��--��-•'�-'�'.-��-- ��.� 9 � /ii� �.i i.i u ii i i�l i�� n i� ii �� i . i �� ii ii i�i �7�--��-��--il-�'-r, • drain. Provide cleanouts and screen end. Mirafi or other filter barriers will help prevent drain Plate Top & Bottom Per Detail /i�� ii ii ;o ri i '�ii � � �� ( ii n ��i� �) �I ENGINEER 34510 U.S.6 UN1T A-9 � li hl �.� II II 11 �� ,o il clo in Test draintile before and after backfillin b�i � � � � � �� ( � � � (i �i��i� 99 9• 9• r u �i co ii i �i i i.i �i i� �.i i� ii �i � �i �� ui i 7. All construction and materials to conform with ACI 318. E�S-002. Weld Threaded Rod /i�i�i �.� �.� ^ � i ii i �i �� i , i ri �.� �� , � i�i �.� i� i�i i� ii� EDWARDS,C081632 to Y2�� Knife Plate /�i �� ii i� � i� i i�� ii ri ri ri ii �� i i�� ii ii ii �� i ii I 8. Reinforcin bar to be deformed 60 ksi steel er ASTM A-615 . La all rebar s lices and /� u �� Q i y.i � , „ 1 ,�, i � i!i ( � i i� �� ii.i• i �� i�i� t:970.926.3373 9 �P ) P P 9� i i. ri � I �� ri �i i� �� Q � 3x10 DF#1 Built-Up s [y-��--+E---i� �_�� _ ii. � ii F 3� �i �� ii i� �i �, r� ri i.i �� i �.� li� corners 38 bar diameters minimum. Column w� 3x6 DF#1 �� /,r-��r_..�,�� - _�� 1 �_ ( a'�x10 Y" GL Purlin �� i� ii � i�i �� i� i� i i� ii� i -ir----------- � � � 9. Concrete supplier to provide mixes that replace 20% of portland cement with recycled fly ash �-i.r--�,�--�.�-�- - '_��•�-_-rl�•-��_, -�y�._�- ��--_�i___i�__ ri_ ,»°' i.i �� i� i�i� ' i i� i�i� ARCHITECT PO BOX 8258 from local coal burnin ower lants. Between Per Top View %��.:�: r:;r:1 �i�i n �� o �i i� i -a�a-- i• »--� � �i�__i.i g p p �i Ii ' i � �� ii � --�--�h`---�-i -"-' °- -�---� � ' � BRECKENRIDGE,C080424 Detail C S-002 /i�i i� �� i� � i�i !i i i �� i.i i.i i.i i.i i.i ��---i ---��_�-'�•_ -i��-•�•� 10. Minimum concrete 28 day compressive strength = 3500psi for walls, footers, and pads, and � % r r� �.i �.� � i.� ii i � i ��i i! �� i i i �y �� ii �i �-- 4000 si for slabs. �� /ii �� x �� i� �i � i�i � � � � ii i ( � w � ��i (� ��r.�-- 1 t:970.453.5878 P /i i i i i� ii ii ii ii ii ii ii x �� ii ii �� i i �i ��I l �� 11 l.l � II �� I'I I� I'I l�l I'I �'I �� ll II Il N ll ,l, /�j ll , • ,l� ��, 11. Concrete cover: Concrete cast against and permanently exposed to earth: footing, pad = 3". /�� i • �i�� ii �� • � �� i�� I Concrete ex osed to earth or weather: walls, slabs = 1.5' /i� ii i� �� i �� (� ,l� lI �� i ll �� p l ( � � I I � � � I il �� '�� i�i �� i ,�I� �il�il 3507 RINGSBY CT, STE 117 /l. �� I.l l.� ll �'� �� il 3 I� I II ll PI (I 12. Consolidate concrete per ACI 309. Cast in place concrete shall be poured continuously so as �� _ ii �� __ ��_ iIi 1.�Y �� 6 /4"x10 Y2' GL Ridge iii , i �� y_ �� ii ��___�.� �Ii � �� ii� DENVER,CO 80216 � �---�I to prevent cold joints. � -- - �--�,_�f�- �r: •-- -�L.-=�:_�_.-�:_-��.-__� ��-1L,- - - �,- �Ir �_- �-.-_-- �-. � �-:�.- �-.-_-- a a ` � _� � 1 , !, �-�---�i 1i.�- 11`� ��I -N i .i �- � i� - � -�--'�1-� �I��ICr__'1`� t:303.292.3388 - • � � '----- �_ -- � __ � � � �-'-' -- �--- ,_ - 13. Embedded anchors for steel and wood connections shall be inspected prior to placement for \� �i � �i � T �---�� --- -- � --�I conformance w'th plans. This includes wet set anchor bolts, and drilled and epoxy set A307 �� i �� u �. V � � �� i � .�� i�i� • � v�\ i� �i i� I� �� ' � �� i� ,� �� ii �� i �\ �i �i i� �I� �� '�� i ii ENGINEER 110 E.BEAVER CRK BLVD. threaded rod. The inspector should also verify proper embedment depth (8" min at epoxy bolts), A�� ( i�� ) ri � � • �� ( � �'�j• U �� u �� u�i � i. �I Concrete slump and strength testingfor wall mixes. Periodic inspections shall be performed per IBC Steel Base Plate Per �� i� �� i� �� i�� i� �u �i� �i� i� i �� i �i� �� , i�� N � ( � o �1 1 ( ��i i�i STE 202 2009 section 1704.4 and Table 1704.4 Buildin De artment is ex ected to rovide t ical footin Detail C S-002 �\� �� 1! 1� '° 1� �i I i �1� �� 1� �� 11 �� 1� � �� 1� �� 9 P P P YP� 9 � �� i� i� ia �o t� � � �� i �� i-i �i �� [� �i � �.� �� n ,� ��-- 1 AVON,CO 81620 and wall dimensional and reinforcement inspections. If this is not the case Special Inspector must � �\� �� i �� i �� i �� n n �i �� i i�__�� --��---i+- �-_�i + �{ t:970.949.6108 �� °� � � �.� �i .,� i� '1� � � ii �.- .-' -'�'�' -- . � - "I rovide these ins ections. � �� Q , �_� ��--�--� - �--- i,�. �� - �-- �� P P 9, a � �� - �--�-- �, -�-- �+-- �-�-- iT i i ri ` �-�.L- ��--'��_ -�, � � � �•-,��•-`��-'�'---��-fi -�r-�a r; n n �� i i� STR��CTURAl-EN�TNEE}�1N�6E��IWDRK� 14. Provide 1�2" diameter by 10"min anchor bolts at 24" on center with an embedment of 7" to �� ._�i-•.��n •-!i1�'-' ----- - i� i �� i �� i � i �� I � �--��-�,, - �. �-�-- �� 3 " GL Purlin � 1) � � �, � �� .� �� ENGINEER 1169 HILLTOP PKWY connect framin to foundation UNO . Anchor bolts to be located not more than 12" from s ��-� - �, � i � 6 /a'�x10 Y2 i� i ' i� U �� i ,, �� .i i r� ��I 9 � ) �� i� n � 1� i r� �.i q� q� q� �� .� i � i�� i i� �.� �i �� ( �� STE206A � ) 9 P P �� i� i� ii � � i�� i i� i� �� ! �� i . i�� ii � �ii ii i �� iil foundation corner nP . Use alvanized anchor bolts with ressure treated lates. Finish all ' � % � � � � i� �� ( � � �� i! � i I , ��. �i �a �i i i �. �� ii �� t� i.� �i � concrete wall tops to within 1�8" of specified elevations. ! � i, j � � �� i �i �� i.i �� i � r� �� i �! �, ��` �ii �� i�� i �� ii� STEAMBOAT,C080487 d� � o i� 1 � 1 � � 1 �� I � ,� � 1 �� x �� 1 �� 1� I 15. Foundation insulation and waterproofing to be specified and installed in accordance with the � � � � ��a�� , i� i ,�i �� i�i �� i ��i i i (� �� ii �� c� �� i ��i �� t:970.846.7970 above mentioned soils re ort, IRC, local codes, and acce ted construction ractice. �<��„�, ��,> i�� ,�, ��, �, �� , ,�, ��,��<� �� 1 �� i� � �� i �i �� i i �� ___��!--!�--- .��__� _�� , P P P � // �/ �/ / i // // / ,/, // // // ��. Ii �� i � ii �i �� ii --� I- �i--� -�i W.._ i 16. Do not use foam form s stems without a roval of En ineer. �V�V�V�\%� ��\iV�V�\! V�V�V�V�' � �� .� . �__� -- ��-+�--��-- _ _! � � `�-"'�' DESIGNER CONSULTING&ENG Y PP 9 \ \ \ \ �\ \ \ \ \ \ \ \� a ��° �-- �,_..,�-• '�r"'�'-�-' �u--�� _ ��;��i.�� r��il �//�/�/�/j � �� /�/�/�/ ;//�//�//�// � ��`---�� r- �i.-'�-•�•-�•__--__ - �i �r-- �� _ r� �� I P.O.BOX 2117 17. Provide slab shrinkage reinforcement of 6x6xW1.4 welded wire mesh with 2" laps at a /�/�/�/�/ /�/�/�/�� /�/�/�% � �.�,�•-��_•� _ -�- -� �� __ ,- '�-'� �� (�i� �� A � � - , � - �i 3 " GL Purlin , �� _ �"�'- �� minimum. ��/ �/ �/ �/ / �/ �/ �/ �/ ��/ �/ �/ �/ ��a �/��' �/ / h- ri �a i� i �� .� 6 /a'�x10 Y2 � � �� .�_-��}•��-' �.� i.� �� i �.� 1.i� MILLS,WY 82644 18. Slab surfaces to be left free from trowel marks, uniform in appearance, and with a surface V�jA�jA�jA�� V�jA�jA�jA�j� �jA�jA�jA��jA�a�°� ° ��V�jA`jA�jA�jA�j�� .� �� i � i (� �� Ip '�' �� :�=-�1�� i i� �� i • i i� �i��il t:307.315.8054 / //// /// �//// ////� �////// // ////// // //�/ � �.�i . i i� �� a �' �� .� L � plane tolerance not exceeding 1�8" in 10'0" when tested with a 10' straightedge. �A��A��A��A� � �A��A��A��A�� V�VA�VA�VA�V � `� V��A�VA��A�VA��A� �� i �� i n �� _��-- ,-� •��-��i �� i.� r� �� i � � �ii ��I 19. Provide 1" deep tooled (or cut) control joints at approximately 10' on center in each ��A��/��/, �%��Ai �A��A��/�� a ��A��A��A�/�� !� �� i �� .��_�•��_�� i • �i � �� d i recti o n. �/ �/ � � � �/ �/ �/ ��/ �/ �/ �/ �/ �/ �/ �/ �/ i� �� i � � '�'' _- � �� i �� ;;�/�/� � � � �/�/�� /�/�/�/ � V/V/V/V/V/\ �� i 11�',-'„ Pur1'in �� i � i�� i � � �� '��° 20. Provide 1�2" expansion joint material at all slab to wall, footing, or column interfaces. Provide ji/��//��% ° � �� //��//��/j �//��//��//��//� � �//��//��//��//��//��! ��\� �� ,��'-.�;�� 3 'x�0 y� G� �� i • i��i ��.� �� ii �i_�=�' Q� ��/�/�� / ,��i V�V�V�V� V�V�V�V�V� \ - � 1 �a i i � i i �1� -V a 6 mil poly barrier under all interior slabs for moisture protection and as a bond breaker. A �A �A �A� A �A �A �A�A,�A �.��_- �• i ��6 �4 qi �� i �� / �/�/ �/% a ��°i�/ �/�/ �/ � � �� -_-� � Provide an a roved hardener and sealer to the surface of all slabs. �/�/�/ �/�/�/�/` �� i �� PP \ \ \ \ \ \ V � �' - ( � �� ri �� -�-�� \ \� \ \ \ \ ��,�- �� i �i � �� i� �i �� i ' i ��_�_'� � 21. If foundation is to sit through winter without complete framing, we recommend the building ��//�//'//� �/�/ �/�/ ��I� �� i �� i �.i �� =�-- �A �A �A � __ �A�V��V�� n i� i ,�� i � �� 1�-�= /� � achieve enough backfill, framing, and floor sheathing to protect foundation bearing soils from ��'�%�%�,��„�.�,, ��%� ��i �� ' � i �1i�-�-�' � VJ � /�/��/�i �� (� � �� moisture accumulation and frost heave. �� i i i�� _��1L=��- �� WOOD FRAMING `\VI 11 I I I11 1 1-''=_' R�S TRUSS AT GRID �INE A �� =� � ��-�"" � � C� � �� 7�� 1. Framing plans show structural requirements only. Additional members may be required for L�' -�' blocking, nailers and code requirements. S-0o1 U . 2. Use Douglas Fir or Hem Fir "stud grade" (S4S) 2x6 for all wall studs(UNO). Use DF#2 (S4S) Scale: 3/8��=1 �-O�� RUSS i � � � or better for all multi-stud posts, joists, rafters, headers, posts, beams and plates. S-001 � ^� � � 3. Sill plates and any other lumber in direct contact with concrete- California Foundation Grade Redwood or Species Group B Pressure Treated Lumber. Use galvanized anchor bolts with pressure nPICAL ABBREVIATIONS M VJ � treated plates. BRG = bearing - ��`� � 4. Glulams (GL)- 24F-V8 manufactured in accordance with AITC 1 17-84, fb=2400psi. OK to use CL = center line G E N E R A � � � 0 � �R A M I N G N O TE S � 24F-V4 for simple span applications only. All Glulams used in exterior applications must be sealed -_ � � r-� and protected from moisture with an appropriate preservative. E.E. = each end � R �� F R A M I N G P �A N - �� • r"� E.M. = each member - Block all rafters at all bearing points. � 1 � 5. Laminated Veneer Lumber (LVL)- manufactured in accordance with APA criteria. fb=2600psi. E.S. = each side S-oo1 >> > >> ��1 V 6. Timbers- Douglas Fir (DF) Grade specified on plan- #1 Fb>1300psi, #2 Fb>850psi. E.W. = each way - Connect all 2x12 rafters to blocking with (3)10d nails, and to plate or Scale: 1 /4 =1 -0 NORTH � ^1 � 7. Exterior Wall Ply- 7/16" OSB APA rated 24/16 min with 8d's �6"oc edge, 12" oc field. GL = Glulam beam below with (4)1 Od nails. Provide Beveled Bearing Plate At Ridge � � � � VJ Manufactured in conformance with APA PS 1-83. Floor Ply- 3/4" T&G OSB APA rated 24/0 HDR = header � � minimum, 8d's �6"oc edge, 10"oc field. Glue to joists. Roof Ply - 5/8" OSB APA rated 40/20 ML = Micro-lam O minimum, 8d�s �6�°0� edge, ,2�°0� field. oc = on center G E N E R A � G �U �A M TI M B E R �R A M I N G N O TE S c� �., 0 8. Maintain 6" clearance between untreated wood or siding and soils at finish grade. OF = overframe � r� /1 � OH = overhang - All GL Timber Beams 24F-V8, Fb=2400psi. A F�� 9. 1/2" sheath 100% all exterior frame. Ply to lap floor rim, top plates and sill plate. OPP SIM = opposite similar - All GL Timber Beams used in Exterior Applications must be Sealed & Protected w � 10. All roof plywood place with 8' dimension perpendicular to framing with end joints staggered. PL = plate From Moisture w/ Appropriate Preservative � �� 11. All load bearing headers in 2x6 wall (3)2x10; in 2x4 wall (2)2x10, (UNO). PT = pressure treated � r� � Q 12. Provide 2 studs under each end of all load bearing beams or headers >38"(UNO). (1)King R.O. = Rough opening � �� Stud min.(UNO) SOG = slab o� grade G E N E R A � TI M B E R �R A M I N G N O TE S � � �' 13. Multiple stud posts anticipate 2'min wall sections preventing buckling. Verify new adjacent STR = Structural (� u � openings with engineer. TOF = top of footing � � ( ' 14. Studs removed for doors and windows shall be placed equally at the end of headers, up to TOS = top of slab - All Timber Columns Doug Fir #1 �y (2)king (full height) studs each end. TOSB = top of steel beam - All Timber Beams Dimensions are Actual. (i.e. 4x4 measures 4"x4") A e � O � � 15. Solid block all bearing walls and posts for continuity to foundation. TOW = top of wall � 16. Block all outlookers, rafters and joists at all bearing points. TYP = Typical RUSS 10' 10' • � 17. Wall studs to be continuous from floor to floor, or floor to roof. Balloon frame all gable UNO = Unless noted otherwise S-001---- ---- � � O walls. Provide firestop blocking at 10' max intervals in any wall with studs over 10' height. WS = steel web stiffeners � 18. Connect joists to blocking with a minimum of (2)10d nails and connect joists to plate or r � r � �� r�-----t� r -----h� r------� beam below with a minimum of (3)10d toenails. Connect rim to plate below with 10d toenails I I I I I I I I� I I � � �6"oc. I I I I I I I I - I I �r? O � I I I I I I I I � I 1f I `v 19. Nail exterior wall sole plate to joists below with (3)10d and to blocking, rim or end joist i � i i i i V� i with 10d's �4"oc. 4 x 6 Wood Slat Bench 3 g 4'-4" i i i i i i rTl � l �� /s"b x2" La Each End Of � � i i i i _ i i w v 20. Connect all 2x rafters to blocking with (3)10d nails, and to plate or beam below with (4) 1�2" Recessed Curved Seat Bench Plank To Steel Angle 3�_g°° L______J L _____J � L______J 10d nails. Provide birdsmouth or seat cut bearing at all beams and wall plates UNO. 3 » „� 4" 21. Ventilate roof framin er local codes. L4"x3"x�a Steel Angle r --------- i B ,.,� 9 P (Continuous Each Side) i �----, -, �--- � 22. Nailing, blocking, and all other construction details per 2009 IBC and IRC, such as Table � � .� y2"x15 y2"x Req. Hgt. Steel � � j j S'�02 j r---y�, , R E V I S I 0 N S R602.3(1). (UNO) Plate � i j i i i i i i' � 23. All connector callouts to be Simpson Strong-Tie or equal by Simpson Strong-Tie Company, Painted w Bituminous Paint U To 1" � � � � i i f � N0. � P I � L-_--� L----� I II' I Inc. Install per manufacturer's instructions. Below T.O. Pavers 1'-5 1�2" Provide Non-Shrink S-002 24. MicroLam LVL are roducts b Trus Joist MacMillan. Install er manufacturer's instructions. Grout Below Steel Angle j j �p' 8' L---�� i 1 2-I 5-12 Bid Set � ) P Y P Pavers Over Sand On i � Multiple ML's glue and nail together with (2) rows 16d �12"oc (UNO). Snowmelt Tubing ; a -- 3 „ - j i 2'-4 1�2" 1'-3" � 4-6-12 100%Constl'uChonDoC. � �� (3)/a b x8" Epoxy i - 22'-8 5/8" i 25. If slab on grade is placed on expansive soils (i.e. minimum soil bearing required, see '� ` ` " I = c� Anchors Each Steel H i i � \ r----� r----, i� i � foundation note 1 above) all partition walls framed on slab to be slip jointed per soils report. 3 „ I I I-I _ � � I (2)L5"x5"x/s x 15" Long ' _ '_ � Angle To Concrete Pad i i 24"x24"x12" Pad�� i I r---��,; ,i �i� oo S-002 � � �o � � � � STRUCTURAL STEEL Steel Angle Each Side �III-II I _ �'_�" i � '"� i i (TYP UNO At Benches) i i _ � i i:i; 'i � 1. All structural steel shall conform to ASTM s ecifications A36 exce t i e columns which shall Of Plate ��I I I�� i i i i I I � � � � -� I I I I � i � i � � P P PP � � i i � L----J L----J � o � i - conform to ASTM A53 Grade B, and steel tube columns which shall conform to ASTM A500 Grade -III--III-III-II � ' � " B. S t e e l t o s t e e l m e m b e r c o n n e c t i o n b o l t s s h a l l b e A 3 2 5 s t e e l a n d m i s c e l l a n e o u s w o o d e m b e d d e d 24"x24"x1 2" Pad At � �-��-�� -�� I I j A � I �----� 26' Ftg. `° items shall be A36 steel. Each Bench Support i i 5-001 `� i: ' ' 13 1/2" Wall ;.� 2. Steel column base plates shall bear evenly to concrete below via 4000 psi non shrink grout. i i 2 -4 ��2 ;i 5 1/2" Ledge � 3. Field welds at all structural steel column and beam connections to be inspected per Section j � 4'-6" 4'-6" 4'-6" j i 1704.1.1 IBC � � r �,; � 4. Steel fabricator to rovide EDW with sho drawin s for a roval rior to commencin work. � I � I � 24"x42"x12" Pad P P 9 PP P 9 A BENCH SUPPORT DETAI � A � � ' , � �' Fabricator to provide all applicable welding and shop certifications to EDW prior to commencing I � I i.l ;I work. All special inspections of welds may be performed on a periodic basis per IBC 2009 section S-ooi i I r----� r----� r----� r- --� i ; ; ,I 1704.2 and 1704.3 and Table 1704.3 Scale: 1 /2��=1 �-O�� __ � 17 � � � � � � � � � � � ;� - � �� • � � � � � � � � � � t i 5. Minimum welds to be per AISC and/or AWS, but not less than 3�16" continuous fillet unless p �� I I I I I I I I I � l ',i �� -- - -�-----L -----�- -- L-- ---�-----L------�-- --L------�----�j 6 I otherwise noted. Welding quality control shall be per AWS. All welders shall have evidence of �� - - ------- ------ -- --------- ----------- -------- ---- 'i D R A W I N G passing the American Welding Society Standard Qualifications Test as detailed in AWS D1.1. L4"x3"x3/s" Steel Angle 140"x52"x12" Pad �� (Continuous Each Side) Yz"x15 Yz"x Req. Hgt. Steel w/ 44"x132" Pedestal �\ u ' !� T I T L E : MASONRY 4 x 6 Wood Slat Bench w 3�s"� x2" Lag Each End Of Plate �` _______�___ _______ ______ __ _________ __________ _________ _____ '__� 1. Masonry block to conform to ASTM C 90, grade N. F'm>1500 psi. Block finish and appearance � Painted w� Bituminous Paint Up per Architect. 1 2" Recessed Curved Seat Bench Plank To Steel Angle T.O.WALL - = T.O.WALL � To 1" Below T.O. Pavers N � g ' 2. All walls to be 8" block (UNO). Individually Fastened From � 8147'-4" � a� ° 6' Shelter Framing Below RUSS � � � � A S-001 8148'-10" 3. Mortar shall be Type S and conform to ASTM C 207. Use gray Portland cement in � �--_ -_ accordance with 2007 IBC. Mix in mechanical mixer for 5 minutes minimum. Use within 2 hours � � -� S-001 j � � J S-002 ' of mixing. � � I .- N � N & Foundatlon 4. Grout fill shall be non-shrink, non-metallic aggregate material with compressive strength of � 1'-5 1�2" cn 3'-9 5�8" ,.,� \ 3000 psi min. Grout shall flow with aggregate consistency and not shrink at any age. � 5�" � � Plan 5. Reinforce CMU with vertical #4 �16"oc (UNO). Grout all cells. Install horizontal (2) #5 as bond I I i beam at, window sill and header heights, and wall top. � 6. Solid grout and Vert #4 rebar at all corners, wall ends, sides of openings. Solid grout all , beam and post bearings full height, (3) cells wide. Grout vertical cells in 5' max. lifts. Y2"x15 Y2"x Req. Hgt. Steel `' �3�3�4"b x8" Epoxy 7. Joints shall be slightly concave and solid. Apply pressure to achieve compact, watertight joint. Plate �J �� Anchors Each Steel = � R A W � N G 8. Lap splices in vertical reinforcement only at 1/3 points in vert. wall height. Angle To Concrete Pad _ 9. Install Dur-o-wall, or equal, at 1 6" o.c. as horizontal reinforcement. Exterior Paver At Terrace (2�L5"x5"x3�a"x 1 5" Long Steel 2 F O U N D A TI O N P�A N - N � : 10. Provide 1 2"x10" anchor bolts at 32" on center to connect wood framin to CMU wall to RE: Landsca e Drawin s Angle Each Side Of Plate � 9 P• P 9 s-oo� >> > >> 1 1. Cover tops of wall between workdays to prevent drying. Provide protection from precipitation, 24"x24"x1 2" Pad At Scale: 1 /4 =1 -0 N OR TH freezing, and on site materials. Each Bench Support 12. Build in materials required and furnished by other contractors according to the intended building design. 13. Lintels to be 4 x4 x1/4 (UNO) 14. All work shall be plumb, level, and true to line and dimensions. Avoid use of less than half block �n�cs by proper iayout. B B E N C H S U P P O R T D E TA I L B 15. Special inspector to provide strength testing for block and grout mixes. Special inspector to s-oo1 » > » � verify reinforcing steel, grout placement, and any embedded anchors at all masonry retaining walls Scale: 1 �2 =1 -0 in accordance with IBC 2006 section 1704.5 and Table 1705.1 I J Built-Up Timber Column Per Plan 5"x5"xYa" Welded i� Tube Steel Stand Off NOT FOR 5 1/2" N � Holes In Base Plate Below CONSTRUCTION > V � for (4)3/4"b Epoxy Anchors w� � �� 12" Embedment In Concrete � � � .............. � � � `n 3 6 3/4"x15" GL Top Chord ..N,;*; ° - � 12 Y2»x9„x/4„ Base Plate ..,:.a. N � ��^. :�.��'_° � — � � Below Y2" Knife Plate w/ 3/4"b Thru Bolts _ �i�R „� Stone Cap & i �- 3 � � � Flashing per Architect �� N - , 12 Yz"x14"x /4° Base �� . � Ya" Welded Arch. Fin Plate ��--� � �� Plate w� 5 Yz��x19,�X Yz,� � � � ,�: , �„ � -. 5"x5"xYa" Welded ° � Side Plates � ��1 1"x15"x Y2" Cap Plate Tube Steel Stand Off N 2 i � � 14" � / , 5 Yz"x19"x Yz" Side (2)#4 Horizontal at � Plates w/ Holes for (4) / ,� Top of Wall 3/4"� Thru Bolts � Stone Veneer per—�/a �� (2)6x12 DF#1 w� ""��' Architect � 4x8 DF#1 Between / (2)6x12 DF#1 w/ 4x8 � COLUMN BASE TOP VIEW DF#1 Between Built—Up �'i` '4. F�. �`� � � '� "•�T �.� � = � �- ��• #4 Horizontal & Column, See C/S-001 Vertical at 12°o.c. � Top View �CNh7ER�01�11VOFVAIL a Brick Ties � 12"oc E.W. DEPT.OF PUBLIC WORKS � G Attach with 2" Galvanized SI D E VI E W 1309 ELKHORN DRIVE 5 Yz" Slab Ledge � � �� VAIL,C081632 �, 8„ 1" Masonary Nails at t:970.479.2158 Concrete. (TYP) Sloping Pavers Per �i � � � 6 3/4"x15" GL Top Chord • Landscape Arch. -�o � 5"x5"x1/2" Steel angle. ENGINEER 34510U.S.6 UN�TA-9 Coat with (2) Coats 3�-� EDWARDS,CO 81632 3 '�� t:970.926.3373 � � Foundation Damp Proofing 1"� Threaded Rod j, �� 5� 1 2' ° or Galvanize w� 1"D Thru Bolt /j��` 3" � i � i At Knife Plate j�, � /�� % `� `/, � ° , . ��%�� ARCH ITECT PO BOX 8258 � ��%��%��%��%� � � E�b dded� 4�3�4 p At� 16 o c�. ° i �/� / /��%/ � � � � a a�� a o � � � ' �� /� \/�/j � BRECKENRIDGE,CO 80424 ��A/�A/�A/�A � � ' , � � �� j,AyV�jA�;�\ t:970.453.5878 �/�/�/�/ � � � / i � - � /V�/�A�/�A�/�A� � a � ��%V�/�/ \ N � � 34" �{ /�� a ° �� N �- ��. /��/��/��/��/° /��/��/��/��/.�/��,��/� �� Yz" Knife Plate w� 3507 RINGSBY CT, STE 117 �� a �� _ 3 „ DENVER,CO 80216 , N /4 0 Thru Bolts t:303.292.3388 �\:�A/�A��\� aa � /�A/�A/�A��/�A/�A/�A/�A/�� #4 Vertical "L„ Bar at 12°o.c.�,j � �/�/��/�ij�/��/��/��/��i . . Each Way Hook to Below 32,. � V� V� V��V��V��V��V��\ � � (2)6x12 DF#1 w� 4x8 � � ENGINEER 110 E.BEAVER CRK BLVD. �, �/�/\/�/�/\/�/\/\� DF#1 Between Built-Up CMU Block Media Center Footing Reinforcement // �°� � �� /� / �� /� �� a 5�8°9� Stainless E�oxy Dowel STE 202 �� . ��a'�, a� V� V�,V�!� V� V� V� V��V Column, See C�S-001 . � (2)#4 Horizontal Bottom, � � ° /��/�/!�� Top View Stone Veneer . Embedded 4 3�4' At 16"o.c. AVON,C081620 of Wall & In Footing �� !��\ �� t:970.9a9.6108 , ,�/ �/,/ / i,��, Per Architect a � � 5"x5°x1�2" Steel Angle. ��A�—EN�� \\�\\�\\ �\o\��\\�\\�\\�\\�� R ON T VI E W �� Coat with 2 Coats �� %�� `� �� ° � � Foundation Dam Proofin ENGINEER 1169 HILLTOP PKWY /��/��/� , / / �� /��/��/��/��.�- Concrete Pedestal �a P g STE 206A � or Galvanize I � Per Plan STEAMBOAT,C080487 #4 Horizontal At 6"o.c. I°� Per Plan -� � K N I F E C A P P L A T E D E T A I L D �,�� ' a � �;� t:s�o.s4s.�slo Ea�h way at Post °� �i��' � /�/�� Bearing Per Soils Report Provide (1) #4 Vertical � �/�� \ �� a DESIGNER CONSULTING&ENG Scale: 1 �2 =1 -0 At Each Corner �/\ �� \ \ Locations s-oo2 >> > >> � �/ � ° '�/ �/� � P_0.BOX 2197 / /\ ��/ �.�\ \ a \ \ � o #4 Vertical And �� ° a ��/j�/� �, MILLS,WY 82644 A �Q U N �A T� �N �E TA� L A Horizontal Reinforcemen V' � ��A��A�j� o t:307.315,8054 –ooz Scale: 1 /2"=1 '—O" Ho ked in�to Ftg. steei ;j � � ° � �V�/j�j� � ,-. �\ �. A�A� � #4 Horizontal At ��/�\�' ° G a �\�%;,; � � 6"o.c. Each Way � � � �� - ,�! �Q G �j\ N � � 2x8 At 16"o.c. Rafters w� �� a a a /� � Built-Up Timber 5 » � � � � � Column Per Plan /s T&G Plywood Over � 52» �, � l � � V �A � 1 �� Bearing Per Soils Report v �� - SEE C/S-001 For � - � � • r--I Sloped Pavers per ��" %�� Base Plate Detail 21� — � F O U N D A TI O N D E TA I � G � 4) � Landscape Arch. V '-, �V� - 1 1�2" i, -- M � � � -- ..� ; N N 6 3/a"x10 Y2" GL Pulin Per Roof Framing s-oo2 >> > » h 1 '/ � Scale: 1 /2 =1 —0 � %� /�� Plan Notched 2 Y2" Into Top Chord A l � �� / � � V./ .�� r--I � % �/ �y �y '�% a`y �y�,%'� °-i M' �— o� 6 3�4"x15" GL Top Chord w/ �� l � Y2" Knife Plate and Holes for V \�/\�/\��f�`� ��/`��/\�/ o�, N � 7 1/2,�� I ' l � C� /�j�//��//A��i��% � � ��/��/i.%� �,� � N (4)3/4„4 Thru Bolts at Each �...� � � \��`�18"��. A%��ooV� " `�� Top Chord • � � . o� %/�/jA/j�/A%° /�/ �%/A �j r� V �'� #4 Vertical "L° Bar at 16"o.c. ��V� � ��V��"�� g�° 6"x6" DF#1 King post w� Yz" � N � � � � � � �� Knife Plate and Holes for 2 3/4"4 � 13" � � � Each Way Hook to Below 38:// a �/��/��// ;.c� � ) �� Footing Reinforcement ��iV�� ° � �V�� /` �� Thru Bolts � �/�A/��/�%\ �;�//�i`��/� � � � � � � � �i �%��/� � � �� ,%'�/,�,�� Stone Veneer � �� / Per Architect e � �� Q 6"x6" DF#1 King post w/ Y2" �,�A/��, ° ° � °� jo/ /�A CMU Block Media Center ��'�� " ° g�° Knife Plate and Holes for (2)3ja"� �"� � �I � � �— Per Plan —� \ c� Thru Bolts Concrete Pedestal �l� #4 Horizontal At 6"o.c. � � Per Plan � - � Each Way At Post �gearing Per Soils Report � � i ° � � � Locations � > � O �--� 4� , �;�,,;, � a ,,�;�, 1"4 Threaded Rod Welded to ( � # � � � ��//� • N Provide 1 4 Vertical �� / %��'� � �I � B �0 U N �,�T� ��f �E T,�� B � Bottom of Knife Plate At Each Corner �jV�j, A�j�A�j�A�� l � ^ � 0 s-ooz Scale: 1 2"=1 '-O„ � ��V��j a a � �A��Aj�� o V �--� � #4 Vertical And a �� FR O N T VI E W SI D E VI E W Horizontal Reinforcemen j� �A/��A�� o � .�,.� �„� At 16"o.c. Each Way /� � � ��/�/ �- � Hooked Into Ftg. Steel �� /��j � � � 5"X5"xv4" weidea E K I N G P O S T P L A TE D E TA I L E �4 Hor�zontai At ��j�%/ ° ° a ��%/��% � W � F—I Tube Steel Stand Off _ N Holes In Base Plate Below s-oo2 SCale: 1 �2'�=1 �-O�� 6"o.c. Each Way . � � ��;� � � � for (4)3/4"� Epoxy Anchors w� jA a �� , a a a /� R EV I S I 0 N S � 12" Embedment in Concrete � `� � N0. i� � 12 Y2"x9"x 3/4" Base Plate 52» � — Below � 1 2-]5-12 Bid Set � 12 Y2"x14"X 3�4" Base Bearing Per Soils Report 4-6-12 100%Construction Doc. � ��_�� Plate w� 5 Yz"x19"x Yz" Side Plates 2" � 14�� H FOUNDATION DETAI � H ,�, s—oo2 Scale: 1 /2"=1 '-0" �(2)6x12 DF#1 w/ 4x8 DF#1 Between 5/s" T&G Plywood Over 2x8 At 16"o.c. Rafters TO P VI E W 2x Soffit Material 6 3/4"x10 Yz" GL Purlin Notched 2 Y2" Into Top Chord 6" Tall x 6" Wide x 6" Wide x YZ" Thick Built-Up Timber Steel Angle w/ 3/4" Thru Bolts As Shown Column See Top And Y2" Steel Gusset As Shown D R A W I N G i view � ' TITLE : N ( t 5 Y2"x19"x YZ" Side 5 1/2" Plates w/ Holes for � 3/4"0� Thru Bolts � �� Shelter Framing � � �� 5"x5"xY4" Welded � � � � `�\ Tube Steel Stand Off r� �I �I `�' _ �, � � & Foundatlon N / \ ' i �/ � , � i� � � � � P an �, - F PUR �IN PLATE DETAIL F � , .;� ,�_,: ,�� — - �� ; VA VA/� /�A/�A�N ��A �A��A/� s—oo2 Scale: 1 �2"=1 '—O„ %�— - /�\� /�//�// i , �//��/\ D R A W I N G ��/i �V��\, � ,��V��\. � N 0 : FRONT VIEW SIDE VIEW � BASE P �ATE DETAI � C s—oo2 Scale: 1 /2"=1 '—O" � / Dowel New Stair Slab To NOT FOR Existing Foundation w� CONSTRUCTION #4 x12" Dowels At 12"oc 16" Grade 12'-0 1/2" Concrete Bumpout For Light Pole. See �q� Beam Architecturals For Additional Requirements. p � _ � 8� 3'-0 1/2" �. � �,'� p `��9 .... � = e� � �`�� 8" Grade C �'�'' �,'� � S-003 Existing Wall 9 Beam 5-003 8" Grade � � G� � � �� To Remain -�` — Beam � � � -. � � '' ' / � �O / / ,._. � ------ --------- ---- ' 6'= o �j� �� % ' � 8" Grade � �i ' � Beam �, �^ A — — �� M�`��" �J`0�`� S-003 i� \ � '� �� ' � �� 6'.`r:o - 16" Grade i ` �� S �, -- f p, �� J'i �31° � Beam � 6,, �� /2, i=`� ��'�. F�. , I I , `s �,� L� � _ I L.. I�. � c��, 46 • °a s� o �'0 16" Grade �TNNER�01�11VOFVAIL D sim � �,. Beam DEPT.OF PUBLIC WORKS � ) � ----- ----- � ��`� 1309 ELKHORN DRIVE --- ---- 5-003 8" Grade G — �� S� / VAIL,CO 81632 Dowel Each Side Of New � � / / ��, Stair Slab To Existing Walls � / UP �� o,� � / , �� eam t:970.479.2158 8" Grade ' w/#4 x 12" Dowel At 12"oc 1' �- Beam 9• �\ / � ENGINEER 34510U.S.6 UN1TA-9 «��• • 8» Grade � , � EDWARDS,CO 81632 Existing Wall �� Be°m � � � � � t:970.926.3373 To Remain � ARCHITECT PO BOX 8258 � W EST STAI R � BRECKENRIDGE,CO 80424 � t:970.453.5878 � 16" Grade / g 3507 RINGSBY CT, STE 117 =- Beam � � DENVER,CO 80216 � 5-003 t:303.292.3388 � CONCERT HA�� P �AZA STAIR PLAN -__ � / , , s-oo3 Scale: 1 /4"=1 '-0" NORTH ENGINEER 110 E.BEAVER CRK BLVD. � / STE 202 �'= I`L AVON,CO 81620 i h "` t:970.949.6108 � STI�UCTURAl—EN�TNEE}�1N�6E��VDRR� �� '�/ ENGINEER 1169 HILLTOP PKWY - i = - i STE 206A � E A S T M A�� P L A Z A S T A I R P �A N -_ �� EAST STAI R STEAMBOAT,co so4s� = t:970.846.7970 Snow Melt Per Architect Existing Foundation Wall � -003 Scale: 1 /4��=1 �-0�� NORTH DESIGNER CONSULTING&ENG (Verify In Field) � `- 8" Grade P.O.BOX2117 � Beam MILLS,WY 82644 � 16" � � c t:307.315.8054 T.O.SLAB ° o � Y nnatcn Existin9 Foundation a g�� 48° Intermediate Landing � � Qo o � a �' , o o a 16" Wide Grade Beam � Dowel New Stair Slab To a a o o � Existing Slab On Grade ° ° � Snow Melt Per Architect Handrail Per Architect w/#4 x 24" At 12"oc , a ° ° ° ° ° _ � � �� a � Dowel New Stair Slab To � �� ° �o #4x24"x24" Slab Existing Foundation Wall Q ° Slab Subgrade Per ° ° o Tie Ca? 16"oc w/#4 x 12" At 12"oc � Handrail Per Architect �, ^ O ,� �--il _I_ Soils Report , Colored Pavers Existing Foundation Wall \ � (� � #4 Each Step (TYP) � Per Architect 16" Wide Grade Beam � a o o (Verify In Field) U #4 At 16"oc Each Way � ` , T.O.SLAB � � �� n S�Qb ��'P� � Match Existing ° � � o o a � � � � D�owel New Stair Slab To � ° ° Snow Melt Per Architect o a .-. a � a ° ° M � � Existing Foundation Walls Each � o „ o o ' �..L� � Side w 4x12" At 12"oc � � 4" Sand or Washed Rock �° '° °' 'e , . ` ° a ° �# (4)#4 Continuous In Top o ° � , m� o , .� (Dowels And Walls Not Shown Of Grade Beam (TYP) _ a �` ' '. °°° 9`, ° ' � a � � 7'-8" Intermediate Landing ^l � �� This View) ' ao � Compacted Gravel Subgrade ° . ° V'� . � . o o a � �� • r--I �- ° � U C� #4 At 16"oc Each Way � (Per soils report) � ° . ° � � � � � � � � ` � a a° Q � � �U-, N ,� In Grade Beam (TYP) 8" Grade Beam •� � � � °•� ° ° ° ° ° � �� . ..° . ° >° ° ° , " ` D D ' o 0 o a � #4x24"x24" Slab � � � r"'' ,.. � �I--� ° � . .. ° P ' #4 At 16"oc Each Way. � �D ' (4)#4 Continuous In �o , _ ° , ° ° ° ° Tie � 16°oc � N O O . ,. ° . Bottom Of Grade Beam ° ° �� 1n Slab (TYP) L ° #4 Each Step (TYP) ° � ° a ° a � � (�P) c, Colored Pavers � ,� � J Snow Melt Per Architect � ��° . . � � °� � �, Per Architect � �� o 0 0 � ^ ' � � ,�.� �"�"1 � � 8" Wide Grade Beam �O L ` ' `� � 8" Wide Grade Beam Snow Melt Per Architect � _ � � l ^v � �� A C O N C E R T H A L L P L A Z A S TA I R D E TA I L ee�ow Slab (Beyond) � �� Be�ow Slab (Beyond) ,o e. � � � � , � 16° Grade Beam Beyond � �7 � �� ° . � � v .^-� s-oo3 Scale: 1 �2"=1 '-0�� NOTE° `� , (2)#4 Continuous In '. o � Dowel Stair Slab To Grade Beams ��' � � � Top Of Grade Beam .,.., � � � Each Side w/#4x24" At 12"oc �� (�'P) � o ^ � (Dowels Not Shown This View) � _�#4 At 16"oc Each Way � �` � O � �� v In Grade Beam (TYP) 8" Grade Beam � � A l O V� � � (2)#4 Continuous In � � � � �7 `� � Bottom Of Grade Beam ° .�� #4 At 16"oc Each Way � v �(�,P) � � � 0 °- In Bumpout (TYP) 16" Grade Beam Beyond � � O � m w � , � � 0 � m � � � ' R E V I S I 0 N S � � B EAST M AL� PL.AZA STAI R DETAI � B EAST STAI R N0. � #4 At Each Corner s-oo3 Scale: 1 �2'�=1 �-0" In Bum out TYP Handrail Per Architect 1 2-I 5-12 Bid�set � P � � 4-6-12 100/o Construction Doc. Grade Beam Bumpout � Provide Electrical For Light Post J Conduits Per (One Side Only) #4 At 16"oc Each Way 12" Wide Grade Beam Architecturals. In Slab TYP NOTE: Snowmelt Not � ) Handrail Per Architect Handrail Per Architect 'll Shown In Slab For Clarity � Colored Pavers a� a � a � Per Architect a° Stair Slab/Steps Beyond U a � Q o o a ° 6" Thick Stepped Slab � � � � -� �• m ° � #4 Each Step (TYP) -o #4x24"x24" Slab . � o 0 a� #4 At 16"oc Each Way � � ° ° Snow Melt Per Architect Dowel Each Side Of Stair Q Tie � 16"oc � ° � �, �� a � � I � o In Grade Beam (TYP) � a o ----------------- -- --- ------------------- o Slab To Grade Beam � (2)#4 Continuous In ��° ' ° �� # � o ---- ------------ ---------------------- � � w 4 x 24" At 12"oc c a ° D R A W I N G � Top Of Grade Beam � o o � o° o Colored Pavers T I T L E : � (�'P) � a � " ' ° � Per Architect Finish Grade ° � Finish Grade a� `° , . m ° � � #4 At 16"oc Each Way � ° #4 Each SteP (TYP) �.,`°°. ' .° o� a (2)#4 Continuous In Top ` -- -^---- ------ -- --- --- -- ----- -- v -o In Grade Beam (TYP) /� . , � � v � e g . , � ° � � �� 4" Sand or Washed Rock� ° ° '° � Of Grade Beam (TYP) � a a ' � � � � -�-� � �� e � . � �� . �. � �� . � . � . . . � � Concrete Stair � 8" Grade Beam Compacted Gravel Subgrade�`J L . .° � � � #4 At 16"oc Each Way a a ° o � �� #4 At 16"oc Each Way _ �, Q (2)#4 Continuous In (Per soils report)�2�#4 Continuous In o � 'D I a In Grade Beam (TYP) � a � In Slab (TYP) a � o • �° Bottom Of Grade Beam To p Of Grade Beam #4x24"x24" Slab o 4" Sand or Washed Rock �7 � Foundatlon Plan (TYP) l ° �np� Tie C�? 16"oc - �, (2)#4 Continuous In Compacted Gravel Subgrade � � a `� � � o Bottom Of Grade Beam a �7(Per soils report) � ° � � #4 At 16"oc Each Way � (TyP) 16" Wide Grade � � � � �� NOTE: In Grade Beam (TYP) a Dowel Stair Slab To Grade Beams (2�#4 Continuous In � 8" Grade Beam � ° Beam Each Side L ' � Each Side w/#4x12" At 12°oc Bottom Of Grade Beam ° � e ° � � `� ` ' a �� (2)#4 Continuous In Top (Dowels Not Shown This View) (TYP) � 16" � `� ,� �`� � 16" ;�� D R A W I N G And Bottom Of Grade Beam � � (NP) , Grade Beam Beyond,_, N � : _ _ _ 128„ Top View Of Grade Beam With Bumpout � EAST M A�� P �AZA STAI R DETAI � C WEST STAI R � EAST M ALL P�AZA STAI R DETAI L D EAST STAI R –003 Scale: 1 �2"=1 '-0" –003 Scale: 1 �2"=1 '-0" � ��1 �'�� I I r�'� F� - L� - �� I� NOT FOR CONSTRUCTION — �ii�� .�.�,. � I� �� . : r..,_ . ._ ��" �.,F;' ,`'�. F:. , � � . `� �;T L.� � - � C' f� �CNNEF2�OWIV OFVAIL DEPT.OF PUBLIC WORKS NOTE: Paint intake vent, 1309 ELKHORN DRIVE ventilation louver, exhaust VAIL,C081632 4-6-12 40 duct, etc. to match stone 4-6-12 4� veneer NOTE: Paint exhaust flue to t:970.479.2158 match shroud Handrail Per Architect � Architectural Standing Seam Boiler Exhaust Flue ENGINEER 34510U.S.6 UN1TA-9 Steel Roof Panel w/Overlap Per Mechanical EDWARDS,C081632 Seam In Bronze : t:970.926.3373 Ventalation Louver Fnish Grade � ARCHITECT PO BOX 8258 BRECKENRIDGE,CO 80424 Intake Vent t:970.453.5878 Exhaust Duct � 4" Telluride Gold Rock �—u 3507 RINGSBY CT, STE 117 DENVER,CO 80216 Veneer Installed Mosaic i _ �r� �_ 4-6-12 40 r t:303.292.3388 Style To Match Adjacent �-�., ��e �a e i � 9• � ) � Bld TYP i o � i ENGINEER 110 E.BEAVER CRK BLVD. i STE 202 4-6-12 4 n�� `� AVON,CO 81620 Guardrail Per Architect ' o �I�o°�o °Doo°Doo°�oo°C� �i 0 00�0 00�00�00� I I ^ \ 001�•� O o0�]o-0��00 � i NOTE: Paint exhaust flue to uo�o o ❑o ❑o I t: 7 . . ��°�� oo' °°oo�oo� � ' STR�CTURAl—EN�TNEEl�1N��E5T�VDRR� ; � O�❑°O�❑ ❑ ��00❑ ❑oDoo� I I match shroud ' ��o�°o� o ❑� oo�oo� i i r--------------------------------------------� ENGINEER 1169 HILLTOP PKWY Boiler Exhaust Flue ��r�'��❑�°❑�o❑ ❑ �CI❑°o°�❑°0°0❑°0°0❑°o i i i �Lo�ooDooO❑ 0� o� 00 0� 00 I STE 206A Per Mechanical � uo 00 00 0❑ ❑Oo�Do�Oo�Do� i i i ,_�.1��❑�0�❑�00❑��0❑� ❑G��ooOooDoo�❑ i i STEAMBOAT,CO 80487 II n �� . 00 00 00 0� opo 000 000 00� i i i t:970.846.7970 , , I � uo� o�Do�Do�Do� �OIoDoOo�000�oOo� � I 'f�� _ _ . ,�i oLJ❑ �oo�oo�oo�❑ 0 00�00�00�0❑ ❑i�o�Do�Do�o � �--------------- --� Architectural Standin Seam Guardrail Per Architect ��oo��oo��oo��oo��oo��oo� ��DooOooO❑ i i o� 00°0�°00°0�°00 0 00�00�0 � � DESIGNER CONSULTING&ENG g n��oo�oo�oo�oo�oo�oo� ❑ o[�❑00❑00❑ � � P.O.BOX 2117 Steel Roof Panel w/Overlap Exhaust Duct • �u°o�o°o�o°o�o°o�o°o�o°o�o°o�o❑ ❑�i�OC�o� i i ❑ MILLS,WY 82644 Seam In Bronze ' °��°°o°�°°o°�°°o°�°°o°�°°o°�°°o°�°°o°�°° °��°°�° � � t:307.315.8054 ��J flna Do°0000 o� 00 0� 00 0� 00 0�0 00� I I ❑o ❑o ° _� ,_= i i .,_, . , �DDO00�0 I Fnish Grade I Guardrail Per Architect " �,�o�oo�oo�oo��o 0o i o .., ;.o t' ��❑oo�❑oo�❑oo� Do�� i i i i o�Oo�o L� �00°00°00° �L�❑ I I I I f1na��o�Do�Oo�O o� I � � I o Doo Sandstone Cap Per Architect �J�oO�o��o0�00�o i i � o��° � � ' � �� Fl��sn c�ade �i uo°o 000 00°0°o°o°o°o i I � i ��o°�C � C I I I I � NOTE: Paint intake vent, i i r ��-.-'-� Guardrail Per Architect �0 oi -�-�-� - -- - ' ventilation louver, exhaust 4-6-12 4Q i �i �i i i i°��o❑ � � 00❑� � duct, etc. to match stone � i L__J ^ 1 �� ' " Flnish Gmde � � I I �� veneer : �� _ �� i � VJ � �� ❑�oo o°o—�= Intake Vent i � � � � " o� Do�o❑DoOo❑�oc�- �------�-----------------��--�� 2 ; o0 00 o SOUTH ELEVATION +� ; � ��o�o� One Hour Rated 3'-0"x 6'-8" Steel ' -------J----- -----------�--J s-ooa- >> > >> r/� °0❑°°°°0❑°°°°0❑°°°°C� Door w/ Locking Commercial Grade Scale: 1 /4 =1 —0 v l � • Finish Grade o o Do�._ ❑o� Hardware, Painted To Match Railings. � � � �� o° 4" Telluride Gold Rock Veneer Installed � `�'� • � � � (�sPa)ic Style To Match Adjacent Bldg. /1/'� � � °o � w � (19) 6" Risers '� ��- ❑� Sandstone Cap Per Architect 4-6-12 40 � � � ; �� 12" Treads � o � � , �o� ; o� ❑° NOTE: Paint exhaust flue to �� , �� ' r"� � `0 0� match shroud ' l � U C� '— ° o o�` Handrail Per Architect Boiler Exhaust Flue v �� , � � �� -�1 � � � o�° Per Mechanical � � � � �,' � uP � o�Do ' \ � O � , � V o Flnish Grade � � ��0� Fnish Grade .., ..., . -,;::. ., i i i i i i i °`' Architectural Standing Seam � �.,.� � � � � ! � � Steel Roof Panel w/Overlap rr� � ^ , � �.... I I I I � I I Flnish Grode i i '�` Seam In Bronze � h'�'�i � � � i i I �� i I� I� r� ii i ` �i � ----------- � I�------------'-�------'� --- _. i � ..: . ��,< IL�--�-- --------- --�--L- -------- �-1------J 4-6-12 40 ,....� , . �0�o � (� � � oo�oo Guardrail Per Architect � -----� oo�o❑ � � inis ra e �o0°�oCl I � o�Oo�o � Grade Beam/Stair Cheek Wall i o°o�o°o , I Sandstone Cap Per Architect O �, � I °,, 00°00 I � � �I ❑o°�oo°�oo�oo�oo°�oo° • �� ❑�oo�oo�o��oo�o❑ ° I � � O � _ o o��oo�,��o�,�00�,�00 ❑��Co � oL��'`�'�"0�`�i0 oCl 0 �[ � W E S T E�E V A T I O N I � �� ° °o❑°�❑°�❑ ❑°��° U �..� �_ _ __ _. _ _ _ __ _. � ° 00000�o 00 00� -004 „ > „ _ _ I il °O°°0❑°�0 ❑°o°o ❑°0°00❑��0�0' � � �.�{ Scal e: 1 /4 =1 —0 i j �'"'sn c`°e 0 0° �°00�'00 '' � � , O �Oo��o�� ,, O � o�oo�oo�❑ � � I �i � I �O oC❑°0l7❑� Do =... 00 o�J�oO � � ❑ �Jo ,;. � Do �0 0 � �--------------�i � �i ii °0��0�0�� . �i i ❑�o❑ u i i i i �0❑��❑��Do �I �I I �I �°°❑�� I °�°°�� R E U � J � 0 N J � � �� Do u f In I I �0 �I i i �i �i i 4" Telluride Gold Rock °o��o�; N0. �i i i �i Veneer Installed Mosaic �o�o i �i �i i Style To Match Adjacent °°Do��0 :, 1�3-2-12 Addendum 1 � Bldg. (TYP) °�� 4-6-12 100%Construction Doc. � Flnish Grade r L—�� I II I I I � I __—_ I I —� I I � I I I � I r�—i� I I I I � J 3 WEST E�EVATION -004 Scale: 1 /4"=1 '-0" D R A W I N G T I T L E : Boiler Enclosure Elevations D R A W I N G N 0 : - a ��1 �'�� I I r�'� F� - L� - �� I� / �� / / 9''4 � NOT FOR _ _ \ CONSTRUCTION _---- � ` _---� � ___--�� _i � -- _-- V 1 l 1 ' �� ' 'I I ' 1 — .... .... 1 / �1 1 1 I �� 11 T.O.S LA B � 1 �1 � P Q 81 6 5.9' � 1� � �_ ,.�� .,.�,. Provide 1/2" expansion joint (TYP) �� L , i1 �� I� �� : � - I � �\� 4" SLAB ON GRADE 1 � � l� � � � 1 �' W g» Wall �i i �� i �� -�a � � � „ Fpoting � � �� , �6 � �� i M�`�� Add Xypex Add Mixture To Ceiling And '�i �� 46 i �� 1� Wall Concrete Per Manufacturer's � �� o � �� , ;! `�T f Instructions And Apply Xypex Coating To � �� O � �i �i ' ,��ti ";. ,�`t ", � � = I L.. �. Top Of Slab Per Manufacter's Instructions ��1 1�i �� i �, �� CNh7ER�OWIVOFVAIL � i1 �� i �� ,�� DEPT.OF PUBLIC WORKS D press Wall At Opening � � i � � ' Brick Ties � 12"oc E.W. 1309 ELKHORN DRIVE � i � �� -- i � ,i 1 � � , --___ __ � ^ Attach with 1" Masonary VAIL,CO 81632 E � ___---- � , 1 � � , Nails at Concrete. t:970.479.2158 \ S-005 � �_- � __--'-- � �`�' (�'P) . i � � ' _--� � � 4" Telluride Gold Rock ENGINEER 34510U.S.6 UN�TA-9 �1 I__ __--� / � y 4"x4"x1/2" Steel angle. EDWARDS,C081632 � Veneer Installed Mosaic St le Coat with (2) Coats � � �__--'- � %� To Match Adjacent Bldg. t:970.926.3373 Provide Daylighting Drain ��,P� Foundation Damp Proofing � � In Slab Locate Per M� �,��, � T.o.wA�� ARCHITECT POBOX8258 Consult Mechanical En ineer \ 'a F�n�sn Grade Galvanize 9� \ 8167-g BRECKENRIDGE,CO 80424 For Required Opening In Roof \ \ p (2)#4 Horz. top of wall Slab For Boiler Exhaust Flue. 5/8"� Stainless E oxy Dowel t:970.453.5878 � S-005 1/2" Expansion Joint �Embedded 4 3/4'�At 16"o.c. ,____ ' �� 6" Slab on grade �� 3507 RINGSBY CT, STE 117 � � cr DENVER,CO 80216 �� / 1 26� T.O.SLAB ;- �I � � �; \� variES a t:303.292.3388 A a � ° � �� F � S-005 ENGINEER 110 E.BEAVER CRK BLVD. � : ° STE 202 �� S-005 �� . 4" Sand or Washed °R,Qck • R . r � AVON,CO 81620 �� 1 ,� Compacted Gravel Subgrade� ° �\ t:970.949.6108 i� ,v, � � (Per Soils Report) Vert. #4 � 16"oc , (2)#4 Horz. bottom ��A�--EN�TNEE}�1N��EST�TIWDRR� 1 Horz. #4 � 16"oc a ENGINEER 1169 HILLTOP PKWY � �i �� ^ a �of wall and in Ftg. STE 206A �1 � � a . 8" Wall ° �i STEAMBOAT,C080487 �i �i v° t:970.846.7970 � - �, �i �� ,° T.O.FTG. � DESIGNER CONSULTING&ENG A � �� 96'-a-" ,�� o ° P.O.BOX 2117 S-005 �, �� , ° _ i �� S- MI307.315.8054 4 � �8' cr i � , 4x7"x24" Vert. Reinf. � 12"oc Per Plan \ � __� � 4"� Drain Tile in Gravel Bed � \ i ___--_. 1/2 '-6 ��2 �Alternate Bends in Ftg.) �o Wrapped in Mirafi at Lowest \ - ____- / 6'-2 2g Bearing per soils report Levels of Excavation � \ L--�� 6,_3» (Per Soils Report) see Detail F/soo5a For Boiler B B O I �E R B U I �D I N G �O U N D A TI O N D E TA I � B O � - - -- Exhaust Flue Design #4 Each Step (TYP) g Architectural Standing Seam Snow Melt Per -005 Scale: 1 /2��=1 �-0" �� O �� Steel Roof Panel w/Overlap Mechanical � � � ^ S-005 Boiler Exhaust Flue � 1 � g�_4" Seam In Bronze � Handrail Per Architect Handrail Per Architect Handrail Per Architect � v � ap er ec anica NOTE: Snowmelt Not �� - Shown In Slab For Clarity � � • � / Consult Mechanical Engineer o .. �.� . � ' �,' . 'I �� For Required Opening In Roof i i 2x6 Framed Rock Veneer � ''; ^ � r i i Backin Walls Stair Slab Ste s Be ond M VJ � �' Slab For Boiler Exhaust Flue. i i g ' � P Y F.L.' 2 Mats Of 4 At 6"oc �i ��]' d � (2)#4 Continuous In Top �� I�� 6" Thick Stepped Slab � � � � # I � � ••�• ° Of Grade Beam (TYP) Sandstone Cap Per Architect � �� r—� Each Way In Slab . �i �i o " " �'�4" Sand or Washed ock grick Ties � 12"oc E.W. Attach with 'I , �4 Each Step (TYP) �� T� � � � T.O.ROOF SLAB i I I ❑ •• S d 8165'-10 3/4" � I J: J • �, - �CompactedrGravel ubgra e 1 Mason y Nails at Concrete ( ) � � Dowel Each Side Of Stair "1 . . . . . . . . . . . . (Per so'Is eport) �� SIM Dowel Stair Slab Steel - i ar ' . TYP � � � ) ;� � •. ° , ° _ . '� , ---- ---- --- - - -- -- _ _ Slab To Grade Beam Into Roof Slab �,. :. � 4'x4"x1/2" Steel Angle Coat ' � ' �'� J , , , .... . .,.., . . . a� --- ----------- -- ---------- � � w/#4 x 24" At 12"oc C.� S-005 �i �i � ;: � �IEp. w 2 Coats Foundation Dam � N O Guardrail Per Architect _: ' . `; - �-. cn � ( � P -; �� ° . , -' � Dowel Stair Slab To Grade Beams � Q - - � #4 At 16'oc Each � o , Proofing or Galvanize � Finish Grade � 4" Telluride Gold Rock Veneer a� � , ° -o � Each Side w/#4x24" At 12'oc Installed Mosaic St le To Match � � Way In Slab (TYP) � ___ _ __ ___ ___ __ ______ __ � y i , � (Dowels Not Shown This View) � � � � � � Adjacent Bldg. (TYP) � � � i i �� 5/8"� Stainless Epoxy Dowel � ' , � (� #4 Each Step (TYP) � °_ ° ; ' ° ` # �co - v Embedded 4 3/4' At 16°o.c., °° ' .�� ° �' vn � rl 1 �� O � J 38"x38" 4 Slab Ties At N ,� � � �°"''�""""� °"� X��"�'� � o u/ Snow Melt Per • � J a 12"oc In All Walls N #4 At 16"oc Each Way � #4 At 16"oc Each Way � a � r� Mechanical o � p � ,� �'� � In Slab (TYP) a < � � � � � � � (2)#4 Horz top of wall In Grade Beam (TYP) � � o o � 4° Sand or Washed Rock � � (� 0 ��:�"�f��al�IHorz top � � Add Xypex Add Mixture To Ceiling And (2)#4 Continuous In Compacted Gravel Subgrade a � � � � � I # � Wall Concrete Per Manufacturer's Bottom Of Grade Beam a (Per soils report) � ° ° � O �, ^ � HOrZ. 4- Cs� 12"OC � �v�,��v��c� aa � �LI ' 8" Wall Instructions And Apply Xypex Coating To (TYP) 16" Wide Grade � � ' Vert. #4 Cs� 12"oc � . � o • Horz. 4 C� 12"oc Top Of Slab Per Manufacter's Instructions � \ \ �"'r � � � 8" Wall # Beam Each Side 4 � ° ��:,'� - Vert. #4 � 12„oc ° � � '� � � �� ° � � 0 Provide Daylighting Drain (2)#4 Horz. bottom 1�2" Expansion Joint of wall and in Ft � �16"� ,� , � � �72"\ � � 16" � V �,..� � • � In Slab Per Arch. 9• �� ? 4" Slab On Grade T.O.SLAB � � � .. a: . .. " � N Sloped To Drain 8165'-io 3/4" 104 �� O�6 � :. O ' . T.O.FTG. � O � ��`= ✓ � , .: � "' = 8165'-6 3/4 � V #4 At 16"oc Each �• 4"� Drain Tile in Gravel Bed ~� li Wa In Slab TYP � ; i � �6" � Wrapped in Mirafi at Lowest C i v O � i , Levels of Excavation F O U N D A TI O N D E TA I L C i �n � i (Per Soils Report) s-oos >> > >> N a o -';J J Continuous 6 Mil Polyvinyl Scale: 1 /2 =1 -0 R E V I S I 0 N S L------------------------------------------ _ ;'• � _ ��;,,.-' 4„ Sand or Washed Rock N0. NOTEe Compacted Gravel Subgrade Dowel Stair Slab To Grade Beams � 16" �-- (Per soils report) 103-2-12 Addendum 1 Each Side w/#4x24" At 12"oc 4"�Drain Tile in Gravel Bed Boiler Exhaust Flue Cap 4-6-12 100%Construction Doc. (Dowels Not Shown This View) Wrapped in Mirafi at Lowest Per Mechanical Levels of Excavation � I (Per Soils Report) j I I A BOILER ENC�OSURE �OUNDATION DETAI � A � � I � � 12"b Boiler Exhaust Flue w/ s-oo5 Scale: 1 /4��=1 �-O�� Architectural Standing Seam � � 3" Min. Clearance All Around � Steel Roof Panel w/Overlap � I �� 8" Concrete Wall Beyond � I �� 1 4 Horz. Cont. Seam In Bronze � I � � )# I I Stone Cap Per / � � 6" Slab On Grade �i i #4x24"x24" Slab � I � Schedule 40 Steel Pipe g"x8"x Ya" Steel Plate Welded to i i Tie � 16"oc I I � Architect Handrail Support Per Handrail Su ort w 4 g/6"� Holes Slope Slab �i �i � � � � (2)2x6 Rock Veneer Backing Arch. Each Side Of pP �� i 4' Slab on rade - Walkway. �» As Shown For Yz"� Epoxy Anchors � a g T.O.SLAB � i i (�IP)w/Brick Ties At 16"oc To Walkway Slab a 9395�-g�� 4" Telluride Gold Rock Veneer I � a � I y2�� P�Y Installed Mosaic St le To � D R A W I N G I Brick Ties At 16"oc Each Wa a ,�� a Thickened Edge Of Y � � I � � � �� o �' �� Match Ad'acent Bld TYP I - Y a � � /�// / a a Walkway Slab � e � ep 4" Sand or Washed Rock 1 9• � ) � I T � �' � E : �� ° e . e� . - ° � Attach w� 2" Galvanized `� � � // /�//�/ a 6" Slab On Grade Continuous 6 Mil Polyvinyl � ��.� � Schedule 40 Steel Pipe i i I � Roofing Nails At Framing ° � Handrail Support Per Snow Melt Per Mechanical Horz. #4 � 12"oc �Compacted Gravel Subgrade � � Typ . '�� ° Architect Each Side Of 4 At 16"oc Each Wa �� Vert. #4 C�? 12"oc (Per soils report) 12" Thick Enclosure Roof Slab - � � —� (� ) B�ilVY` � 8" Y' � Slab (TYP) y �� ) # � I — Walkwa �.- � a w 2 Mats Of 4 At 6"oc � 1 2"�bx10" Anchor o � � a � i Bolt C� 24"oc � _� N.� - Each Way In Slab � � PT 2x6 Sill Plates Enclosure Slope Slab Per (4) Y2"� Epoxy ,° � T.O.SLAB � -� Anchors Each Handrail ai�s'-o"t Grading Plan � 8" Wall � ° ^- a I (2)#4 Horz top of wall T.O.SLAB Support Plate To (2)#4 Horz. top and bottom � ° ��n�l'�P VARIES � a � � � o � � � � a� � o � Slab of wall and in Ftg. a 8" Enclosure Wall � l,L V �o a � •- o ° s T.O.FTG. i 93g2,-�„ � Per Plan � I � � °°� a �°a ° a° a a °. � ° ° �a � , � � ° Consult Mechanical Engineer . ; D R A W I N G � - For Required Opening In Roof �. � N O : 4" Sand or Washed Rock Slab For Boiler Exhaust Flue. \ . 16" #4x8"x24" Vert. Reinf. Cs� 16"oc J Compacted Gravel Subgrade v (1)#4 Horz. Cont. 4"�Drain Tile in Gravel Bed � � (Alternate Bends in Ftg.) .� (Per soils report) \ i � / �_, � �/ i � Wrapped in Mirafi at Lowest �� Bearin er soils re ort 38°x38" #4 Slab Ties �� Levels of Excavation g p p At 12"oc In All Walls Add Xypex Add Mixture To Ceiling And (Per Soils Report) See Also Detail A/S005 Wall Concrete Per Manufacturer's Instructions And Apply Xypex Coating To Top Of Slab Per Manufacter's Instructions � �OUNDATION DETAIL D E �OUNDATION DETAIL E � BOILER FLUE �RAMING DETAIL F s—oos >> , >> s—oo5 Scale: 1 /2"=1 '—O" s—oos Scale: 1 /2"=1 '—O" � Scale: 1 /2 =1 —0 GENERAL NOTES : ABBREVIATIONS/PLAN SYMBOLS ISSUE LOG _ 1. THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK (PROJECT AFF - ABOVE FINISHED FLOOR (E) - EXISTING NIC - NOT IN CONTRACT / ,` / t��:� - ��'� � �• MANUAL). AFG - ABOVE FINISHED GRADE EAT - ENTERING AIR TEMPERATURE OBD - OPPOSED BLADE VOLUME DAMPER M EC HAN I CAL S H E ET I N D EX o,� ,' � �,�", �� •.�'fi 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. REFER TO �o� � � � ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. BDD - BACK DRAFT DAMPER EXH - EXHAUST OC - ON CENTER � v '� �� io�'� , 3 �� $ ; 3. BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR PIPING REMAINING TO BE CONNECTED TO NEW SYSTEMS. BFG - BELOW FINISHED GRADE EWT - ENTERING WATER TEMPERATURE OSA - OUTSIDE AIR =� ��j��v ��Z� p� -Q ' r r;,�, PROVIDE CONTROLS, ETC., AS REQUIRED TO RESTORE CONTINUITY OF SYSTEM (S), OR TO MAKE NEW WORK MEET BOP - BOTTOM OF PIPE FROM FINISHED FLOOR FBO - FURNISHED BY OWNER RA - RETURN AIR � oo c,o �° �� \ ��" '. �3�`4,�' ��'r� EXISTING CONDITIONS, WHETHER INDICATED OR NOT. �$ TITLE Q �a o Q � � e�a/ , ,�[� . . � • o � �� o � � � CFM - CUBIC FEET PER MINUTE FCO - FLOOR CLEANOUT SA - SUPPLY AIR oo ,�o/�o vo �Q�v ,�o�v� � '_ �iS'��'�� • 4. SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS ' REQUIRED BY THEIR RESPECTIVE AREA OF THE CONSTRUCTION, NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS CONN -CONNECT GPM - GALLONS PER MINUTE (WATER FLOW RATE) TYP - TYPICAL M-000 MECHANICAL COVER SHEET J J J J J J J J , , OR CONFLICTS. CO -CLEANOUT LAT - LEAVING AIR TEMPERATURE UNO - UNLESS NOTED OTHERWISE I I � � � EMP M-100 EAST MALL PLAZA MECHANICAL SITE PLAN J J J J J J J J 5. VERIFY EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO COTG -CLEANOUT TO GRADE LWT - LEAVING WATER TEMPERATURE W/ - WITH � TRENCHING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. I DN - DOWN (N) - NEW WCO - WALL CLEANOUT CHP M-100 CONCERT HALL PLAZA MECHANICAL SITE PLAN J I J J J J J I J J 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT, OWNER, AND , ENGINEER. M-200 FRTB SNOWMELT SYSTEM FLOOR PLANS J J J J J J J J ��1 i�''S I��`� I I r'+�t F�; L� -�� `� 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN CONFORMANCE WITH ALL APPLICABLE I CODES, ORDINANCES AND LIFE SAFETY FEATURES AS REQUIRED BY LOCAL, STATE, OR NATIONAL AUTHORITIES. PLAN SYMBOLS M-300 FRTB SNOWMELT BOILER PIPING DIAGRAM AND CONTROLS JI J J J J JI J J THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT IF MODIFICATION OF HIS/HER WORK IS REQUIRED FOR M-301 CHP SNOWMELT BOILER PIPING DIAGRAM AND CONTROLS J I. J J J J J I J J ��ICV�RKS COMPLIANCE. G CONTROL OR SNOWMELT PANEL Q THERMOSTAT � POINT OF DISCONNECTION I V�CO� 8�� 8. ALL WORK OF ALL TRADES MUST BE IN STRICT COMPLIANCE, OR EXCEED THE MINIMUM MATERIAL AND METHOD EPD EMERGENCY POWER OFF SWITCH Q REMOTE TEMPERATURE SENSOR 9 POINT OF NEW CONNECTION I t:970.479.2158 REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING, MECHANICAL, PLUMBING, FIRE AND 2011 NATIONAL I ELECTRICAL CODES, MOST CURRENT NFPA, ALL LOCAL ORDINANCES AND AMENDMENTS AND MANUFACTURER'S ENGINEER 34510 U.S.6 UNITA-9 INSTALLATION RECOMMENDATIONS. IF A CONFLICT BETWEEN THOSE PUBLICATIONS EXISTS, THE MOST STRINGENT �� 81� REQUIREMENT SHALL APPLY. P I P I N G SY M B 0 LS t:970.926.3373 9. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION PRIOR TO ACCEPTANCE BY I I THE OWNER. -SMS- SNOWMELT SUPPLY pl PLUG OR BALANCING VALVE � HORIZONTAL CLEANOUT I ARCHITECT POBOX8258 -SMR- SNOWMELT RETURN � FLOW BALANCING VALVE �� VERTICAL CLEANOUT I BR�C�NRIDGE'C080424 10. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SAWCUTTING AND PATCHING, — t:970.453.5878 CONCRETE/PAVING, ETC., AS REQUIRED. BACKFILL TRENCHES IN 6" LAYERS AND TO 90% COMPACTION AND PATCH -G - NATURAL GAS � PLUG VALVE IN RISER � FLOOR DRAIN TO MATCH EXISTING GRADE. I -MG- MEDIUM PRESSURE GAS � GATE OR GLOBE VALVE IN RISER � FLOOR SINK 3507 RINGSBYCT, STE 117 11. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH EXISTING CONSTRUCTION WITH NO NOTICEABLE DENVEFt,CO 80216 DIFFERENCE IN CONTINUITY, APPEARANCE OR FUNCTION. - D - DRAIN PIPE �� DRAIN VALVE W/ HOSE END � ROOF DRAIN _i t:303.292.3388 DOMESTIC COLD WATER p� TEMPERATURE CONTROL VALVE STRAINER W/ BLOW-OFF VALVE � 12. PROVIDE 4" HIGH CONCRETE EQUIPMENT PADS BENEATH FLOOR MOUNTED MECHANICAL EQUIPMENT, IN ADDITION TO � ENC�NEER 110E.BEAVERCRKBLVD. ANY BASE ASSEMBLIES REQUIRED OR RECOMMENDED BY THE MANUFACTURER. -- DOMESTIC HOT WATER � PRESSURE REDUCING VALVE �� SHOCK ABSORBER STE202 ISSUE LOG KEY: AVON,C081620 13. DUCTS, PIPING, AND CONDUITS PENETRATING THROUGH ROOF SHALL HAVE ROOF FLASHING COMPATIBLE WITH THE --- HOT WATER CIRCULATION � VENTURI/FLOW INDICATOR FS FLOW SWITCH � � � � � cv N N N N t:970.949.6108 ROOFING SYSTEM. SEE ARCHITECTURAL DRAWINGS. IN THE ABSENCE OF ANY OTHER REQUIREMENTS, PROVIDE . ISSUED AS PART OF A SET H e ' NOT PART OF SET w � � �� SHEET LEAD TYPE FLASHING FOR PLUMBING VENTS IN BUILT-UP ROOFS, TALL CONE WITH EPDM BOOT FOR PIPE - W - WASTE PIPE D� SOLENOID VALVE � HOSE BIBB F- r� � c� � �n � � � '*' ISSUED FOR INFORMATION ONLY N o o N � � � ENGINEER 1169HILLTOPPKWY AND CONDUIT IN SINGLE PLY MEMBRANE ROOFS, AND CURBED ROOF PENETRATIONS IN ALL TYPES OF ROOF. a � � �� INSTALLATION SHALL BE WATERTIGHT. -V - PLUMBING VENT PIPE � PUMP & EQUIPMENT CONNECTOR W�H WALL HYDRANT p o � c� N M � � ��q � o 0 0 0 o STE�VB�T CO 8048� 14. COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE PROTECTION, ELECTRICAL, LANDSCAPING, AND CIVIL -ST - STORM DRAIN PIPE 1�I PIPE UNION PRESSURE GAUGE W/ PIG TAIL & COCK t:970.846.7970 DRAWINGS PRIOR TO INSTALLATION. -ST(OF)STORM DRAIN OVERFLOW DN�D4 DOUBLE CHECK BACKFLOW PREVENTER 4 THERMOMETER DESIGNER CONSULl1NG&ENG 15. CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAGE AND PHASE AVAILABLE. I� BUTTERFLY VALVE � PIPE EXPANSION JOINT � VACUUM BREAKER P.O.BOX2117 N➢LLS,WY 82644 16. PROVIDE �/a" GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR DUCTS OR OPENINGS. D4 SHUT OFF VALVE (BALL, GATE, BUTTERFLY) [��] FLEXIBLE CONNECTOR N VI CHECK VALVE t:307.315.8054 17. PROVIDE EXPANSION JOINTS OR LOOPS ON ALL SNOWMELT PIPING RUNS IN EXCESS OF 50 FEET AND IN � GLOBE VALVE �P SAFETY RELIEF VALVE DJ FLOW CONTROL VALVE G R I LL E, RE G I STE R, D I F F U S E R & LO UVE R ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. T PRESSURE - TEMP. TAP Y AIR VENT (� BALL VALVE 18. FILL SNOWMELT SYSTEM WITH 50% PROPYLENE GLYCOL/WATER SOLUTION. MANUFACTURER* SYMBOL USE PATTERN FINISH & MODEL # ACCESSORIES REMARKS � 19. GRADE AND VALVE ALL SNOWMELT WATER PIPING WITH 3/4" HOSE END VALVES TO PERMIT COMPLETE DRAINAGE � OF THE SYSTEM. VENT ALL HIGH POINTS IN EQUIPMENT ROOMS AS NECESSARY WITH AUTOMATIC AIR VENTS PIPED DUCTWORK SYMBOLS � TO CONVENIENT DRAIN. ALL HIGH POINTS IN SYSTEM OUTSIDE OF EQUIPMENT ROOMS WITH COMBINATION � q � H A OSA LOUVER STATIONARY RE: LANDSCAPE RUSKIN ELF6375DX - - AUTOMATIC/MANUAL AIR VENTS AS REQUIRED TO RELIEVE AIR IN THE SYSTEM. �F/s FIRE/SMOKE DAMPER 12��r METAL (WIDTHxDEPTH) O � FIRE DAMPER � TURNING VANES SHOWN IN 90� ELBOW. ~ NDICATEDDIRECTRdN OF�HROW � s� SMOKE DETECTOR r-- MANUAL BALANCING DAMPER B SECTION THRU SUPPLY AIR DUCT. � Tc TEMPERATURE CONTROLLER o--- MOTORIZED DAMPER 0 A R TOR EXHAU�T DUCT AIR, RETURN � � MANUFACTURERS: � � m--- BACK DRAFT DAMPER LOUVER GREENHECK, L&D GENERAL NOTES: � � � _ 4 A. � }+ � . � EXHAUST FAN SCHEDULE PUMP SCHEDULE � > FAN M OTO R M OTO R * � ESP * MARK SERVICE TYPE GPM TDH (FT) FLUID MANUFACTURER ACCESSORIES REMARKS > � MANUFACTURER HP VOLT/ � MODEL # O x MARK TYPE CFM SONES C� S.L. � ALT HP� VOLT/ & MODEL # ACCESSORIES REMARKS PH (IN WC) (IN WC) �WA�� PHASE B_2 GRUNDFOS UPS `-' P-� INJECTION INLINE 140 20 50� P.G. 1-1/2 208/3 50-160/2 - INITIALLY SET FOR SPEED 3 � � ISOLATORS, FAN � � �'� EF-1 CEILING 250 2.9 0.2 0.15 84 W 120/1 COOK GC-520 SPEED CONTROLLER, - INTEGRAL VARIABLE � � BACKDRAFT DAMPER P-2 EMP CIRC INLINE 50 80 50� P.G. 1-1/2 208/3 GRUNDFOS CRE 10-2 FREQUENCY INVERTER DUTY MOTOR CONTROL DRIVE .}.� 4 P-3 B-� INLINE 120 20 50% P.G. 1-1/2 208/3 GRUNDFOS UPS _ INITIALLY SET FOR SPEED 3 �i � I NJ ECTI O N 50-160�2 �= MANUFACTURERS � `� A IA E , * GREENHECK, PANASONIC, PENN P-4 CHP CIRC INLINE 20 80 50% o GENERAL NOTES: P.G. 3/4 208/3 GRUNDFOS CRE 10-2 FREQUENCY INVERTER DUTY MOTOR CONTROL DRIVE - q: I 4 Q B: I � REVISIONS �� UNIT AND CABINET HEATER SCHEDULE (ELECTRIC) * W�� EQ��A�ENT �`1O. � GENERAL NOTES: 1 11.07.11 100%DDSET ELECTRICAL A� 2 12.02.11 60%CDSET �� MARK TYPE CFM SENSIBLE MANUFACTURER* ACCESSORIES REMARKS B' 3 1.27.12 PROC'�RESSSET MBH Wq�s ��P� & MODEL # 4 2.15.12 BIDSET = 5 3.08.12 PERMIT SET NOTE: o- WATER METER AND BACKFLOW UH-1 HORIZ. 250 10 3 KW 208/3 STELPRO SHU383C24 UNIT MOUNTED _ BO I L E R SC H E D U L E 1 3.08.12 ADDENDUM 1 PREVENTER MUST BE MOUNTED THERMOSTAT �, HORIZONTALLY. HEATING CAPACITY BURNER 6 4.06.12 100%CONST.DOC. 3 3.08.12 o BOILER FUEL INPUT L.W.T. E.W.T. VENT MANUFACTURER* 4 4.06.12 CHANGEORDER1 o MARK SERVICE NPE TYPE C� S.L. OUTPUT MINIMUM �°F� (°F) AMPS VOLT/ -�-YPE & MODEL # ACCESSORIES REMARKS 0 � MANUFACTURERS: MBH� C� ALT. A.F.U.E. PH o DOMESTIC WATER SERVICE * BEACON MORRIS, TRANE, MCQUAY OR MODINE EQUIVALENT � SHUT-OFF VALVE. CHP NATURAL AL-29- PATTERSON KELLY ACID NEUTRALIZATION o GENERAL NOTES: B-1 CONDEN. 2,500 1,615 94� 140 100 17A 120/1 - j A. i SNOWMELT GAS 4C MACH C2500 KIT D R A W I N G __ __ _ __ � „ B: __ . TITLE : � 3/a CW TO BUILDING. EMP NATURAL AL-29- PATI'ERSON KELLEY ACID NEUTRALIZATION � d d B-2 SNOWMELT CONDEN. GAS 3,000 1,975 94� 140 100 20A 208/3 4C MACH C3000 KIT � �I�-1��-D4—D4�I�D D4——-�—t 4 n �/lechanical � MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULE � �^ � REDUCED PRESSURE 1YPE ELECTRICAL MANUFACTURER* A • l�Uver S�heet � �4"CW SERVICE. BACKFLOW PREVENTER. MARK SERVICE TYPE CAPACITY HP VOLT/ & MODEL # REMARKS * VIESSMANN, BUDERUS � GLOBE VALVE CERTIFIED TESTER TO TEST. PH GENERAL NOTES: / 3 4" WATER METER WITH A� �' REMOTE READOUT. GF-1 GLYCOL GLYCOL 17 GAL 50 W 120/1 AXIOM IND. MF300 WITH LOW PRESSURE ALARM . FEEDER FEEDER B� � DRAWI NG �=� PRESSURE REDUCING VALVE, N O : � WATTS 223, 3�4'� SET � 70 PSI � PROJECT ALTITUDE 0 / MANUFACTURERS: g EAUDIN � DOMESTIC WATER ENTRANCE DIAGRAM * s,2oo' ABOVE sEA LEVEL CjANZE / _��, GENERAL NOTES: �� NO SCALE A: Consulting Engineers, Inc. / � Vail: (970) 949-6108 COPYRIGHT 2011 � B� Lake Tahoe (530) 550-7334 project No:9073.00 � Denver. (303) 278-3820 � ort o ins: 970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com C� NOTES : DEMO NOTES : 1. LOCATE SNOWMELT MANIFOLDS AT HIGH 1. (E) SNOWMELT ZONES SERVED FROM - • POINT OF ZONES SERVED. ARRABELLE AT THE SOUTHWEST AREA OF �4�� _ �� '. THIS SCOPE OF WORK WILL BE REWORKED ,•� It� �.�,f+� 2. DIV. 22/23 CONTRACTOR MUST VISIT THE TO ACCOMMODATE (N) GRADING. .` � :' � ;�� SITE TO REVIEW EXISTING CONDITIONS AND CAREFULLY VERIFY (E) SNOWMELT ZONES TIE-IN POINTS TO VERIFY ALL NECESSARY AS TO NOT DISTURB OR DAMAGE � ; SCOPE IS INCLUDED IN PRICING. THESE ADJACENT ZONES THAT ARE TO REMAIN. ; � � � + DOCUMENTS ARE NOT AS-BUILTS OF THE VERIFY DEPTH OF (E) SMS/R TO � '� '. �r r�r� ; EXISTING SITE AND MAY NOT REPRESENT � • �'fJ+��.` DETERMINE IF THEY NEED TO BE LOWERED . � ., ., �;i+ ALL NECESSARY WORK REQUIRED FOR . fi SYSTEM EXPANSION. DUE TO (N) GRADING. , • �C`�,,Sj��,�� • 3. SNOWMELT MANIFOLD BOXES WITHIN 2• DEMO AND REMOVE (E) TUBING. SALVAGE HARDSCAPED AREAS TO BE (E) SNOWMELT MANIFOLDS AND BOXES FOR - • . . . • • ' MANUFACTURED, TRAFFIC-RATED REINSTALLATION. PROVIDE ISOLATION PRE-CAST BOXES WITH LIDS TO MATCH VALVES AND CAP (E) ARRABELLE SMS/R LIONSHEAD WELCOME CENTER PROJECT MAINS AND PREPARE FOR RECONNECTION; ' AND AS APPROVED BY THE OWNER. LOWER AS REQUIRED DUE TO GRADING. 4. RE: A/M-100 CHP FOR MANIFOLD PIPING � ----....- --- INSTALLATION. ��1 i�''ti �`,��`� � I r+�t �; � -�� `� �- -� ��`� 4 5. KEEP SNOWMELT TUBING 24" FROM ALL \ ASPHALT EDGES; COORDINATE WITH DEFf.OFPUBLICV�RKS � � OWNER. � I 1309 ELI4-IORN DRIVE �� I i t 9 0.4�792158 SNOWMELT � 4 4 � � . ZONE #1 �, � SNOWMELT I � � ENGINEER 34510 US.6 UNITA-9 SNOWMELT I ZONE 136 \ � # f 4"SMS/R PREINSULATED TUBING � � ��'�81� � � ZONE #13A I FROM WELCOME CENTER TIE-IN � � t:970.926.3373 I � ♦ \�\ � I LOCATION. RE: 2/THIS SHEET FOR q��l-�� ppgpX8258 \\ CONTINUATION AND TO CIVIL j I DRAWINGS FOR ROAD CUT LOCATION. BR�C�NRIDGE,C080424 �--- __— \�� i i t:970.453.5878 \\, ZO EM#4 � � 3507 RINGSBY CT, STE 117 � DEM/EFt,CO 80216 � ----- f 4 � �i � I i t:303.292.33ss � 2»SMS/R TO SNOWMELT I �JJ . . �� ENC�NEER 110 E.BEAVER CRK BLVD. , i MANIFOLD FOR ZONES I �� _ \ ,, #12A AND 12B. � _- _____ _.., � � � �- �.., _ , �� L �� — - Ag�94�9.6108 � �., 1�/2'SMS/R TO SNOWMELT - —T --- � -- , _-==_,� \\�� '�� ' MANIFOLD FOR ZONES 1 � � � � r- F�- - � � �-� -- �� . �,� 4 AND 4. � - - �� _� ��..� , -�� ---�' � � ENGI NEER 1169 HI LLTOP PKWY y -o___m=��-�_� - \ STE2(�A � � � � CAPPED 4" PREINSULATED � ! - -- -� STE�UVBO�T'C08048� i\ I / � i --__��_--- � ��---- t:970.&167970 \ I �� , 1/z"SMS/R TO SNOWMELT SNOWMELT BRANCH FOR � _�- --� _-�� ----- � � �i�� \ FUTURE EXPANSION LOCATED �- 7 J�� DESIGNER CONSULl1NG&ENG �I� � �� MANIFOLD FOR ZONES 2. ��-�_�� _ � � � � � � IN LANDSCAPE BOX. -"�� / � /� , � � � / , �� ,�� ` �� /� � .,- . \ � P.O.BOX2 17 1 x \ `� `` � , � N➢LLS WY 82644 x � I ' , = ` / / % i / t:307,315.8054 %i �` �i �� ';1 �� '� �� /�/�% { �\`� c; \ � � . � � � � ` � / / �'i ' � � � �� ( � � � � �. � � � � � .�.� j/� � � ��%%,' '�� SNOWMELT 4 �� i � / � � / � � � ZONE #7 � � �I � � ' � / / i; 4 �� I�; i i � �0% ' � 1"SMS/R TO SNOWMELT W � I �� I� I I TT I_ _____o=_-� -J � ,/ M A N I F O L D F O R Z O N E #1 3 B. Q� � _ _m � � -� j � 1� — —__— — -- / ' / , � i i �i � �_. � � � � _ SMS- SMR- ;' ' /� � � `c� � � � � � �. . . . A ,� ___ -r - _- - / � ' / 4 � 1/z SMS�R TO SNOWMELT �� I ,� ; ___ ,-_ � _4 _. 4„ - -�'j- � / � ��'�� i MANIFOLD FOR ZONES 7 �? � �.� .�.�.� I � �� ._ --- -=rT_-- --- �� I I � � I ` ��'�� /� AND 8. � o � � � � � __--_� _--°-- i \ � I 1 , � /,% � � /� � 4 �+ , �� , ___ ___ , i � � I I / i / � �.�.�.. .. . .. . .�.� . .. . . ..�.�.�_� /r �/ � �� _ �� ,� - � \ I � ♦ � /� � i _ � � � �� -- � �� , � � I � � � V � � � � � / , 1"SMS R TO SNOWMELT � �� / _��-- -__-2 --- , � � 0 � \ I I / / � / � � _ 0 . . . � � � � � �� \ / MANIFOLD FOR ZONE #13A. ■� � � --�.�-`� -J--- \ �; , I_ `\\ I L- SNOWMELT \ �_y,r-- ```` � ` ! , *` __ �� ZONE #8� ; � , � � � � �- _J ��___ ��/ � � ��; � � � �� j � � �. . . . .�.� �.� � �� . . .. . ... .. . .. . . . . �/: �.� � � �� ,;�� SNOWMELT �� `\ I � � �1 r �,: / � j/j� }� � � � ZONE #2 � � �� .�.. . . . � .. . .� � � � �� j � �� / � � � /� � � � � �� \� � � � � �.� � � � ;% � — /� II � �/� ��` i � SNOWMELT I I SNOWME�T �,'. . . . . . . � � � � � � ZONE #12A � ZONE 2B �/ \�� _ I I #1 , f f��, � � � � _ � /� � \ `��, ! � j' \�,_________ O /� � � �/ � �� 4 � �, y�� ,'� � � � . �j \ \ ��'"��\ I I �/ � � I �� I I �— � /� -r r� � I �` \ �� . — o �/ �� , o � � , � � � 1 � II �� II \ / iI I __ _ , � _. II I _ _ — , � — ___ _ _ _ — � � � �—_ o �i � i ► i �i -- — � SNOWMELT MANIFOLD SCHEDULE � ♦ I � ` / � \ �� SNOWMELT I I SNOWMELT � I \ % ZO EM#6 APPROX MAX LOOP / � �/ \;` ZONE #,3B � � ZONE #5 I/ ESTIMATED # PRESSURE ACCESSORIES REMARKS � /' `;♦ I ' � ' I \ ��\ %� � ZONE DESCRIPTION (SQR �.) GPM OF LOOPS LOSS (FT) u � ,, `;` ii � : c� �� ♦ ♦ � ��---� �� 4 - - m ,� `� ♦ � � � � — 1 ALKWAY/ RAMP 1.640 14 11 6 � I � �� - - _ SNOWMELT TEMPERATURE AND ' CONNECT (N) 4"SMS/R TO (E) ANCH I �� \ \ I I - MOISTURE SENSOR TYP. AT WELCOME CENTER. PROVIDE CAPPED 2 P�zn i,9io is i2 � - - � c, ♦ ♦ � � � — ' REVISIONS / ♦ ♦ �� 4"SMS/R BRANCH FOR FUTURE EXPANSION - � ♦ ♦ ( ( // MS�R 3A PLAZA 2.000 21 10 SERVED FROM (E) ARRABELLE �. � ` `♦ \ " _ - 4" „---SMR � - BRANICH�ES IIN VA VE BOON BOTH S � � I 26 — SYSTEM; DESIGN PARAMETERS _--I � BASED Of ORIGINAL DESIGN. 1 11.07.11 ��%�S� J, � � -- 4 - SMS -� � �� O � � 36 PLAZA 00 21 10 26 _ SERVED FROM NE P ARRABEL S . . �O%CD SET „ I I 2,0 SYSTEM: DESIG ARAMEfER 2 12 0211 L.. \ � /� I f" " ° � � BASED OF ORIGINAL DESIGN. � ��X%�� I , I � - - - - � _ �� 1.27.12 PROC'�RESS SET 3 X ll � � I � � � 8 ��__�/ 4 CROSSWALK 590 5 4 6 4 2.15.12 B�� — � �^��♦ � I � I � D4� 5 3.08.12 PERMIT SET a. j� �� ♦ \ � � � 5 P u�z n/ 2.s o o 2 3 i s s - - 1 3.0 8.1 2 A D D E N D U M 1 SNOWMELT / / �� ♦ � I WALKWAY - ZONE #3A / / ` i � , 3 3.0 8.1 2 A D D E N IX J M 3 — �� \ I I i� I 6 WALKWAY 860 7 6 5 — — 6 4.06.12 ��%�T.��. J � y 4 J' j j � _ _ - J ; I I I . . 4Q 4.06.12 CHANGE ORDER 1 = / � _ _ - � l f � I � fl � � CONTROL ZONE VALVE FOR EMP. � yyqLKWAY 1,oso s 7 s �� \ � � _ TRASHIRECYCLING J I I �j � � _ - � I I RE: 1 THIS SHEET FOR CONTINUATION. �� 128 � � � TREETOPS — — CONTRACTOR TO FIELD VERIFY PIPE s 73o s 5 5 � / / 1�h"SMS/R TO RELOCATED ; I I WALKWAY � / / , ; � � LENGTH FROM (E) CAPPED PIPES TO SM#7 � � � (E) SNOWMELT MANIFOLDS r � / / FOR ZONES 3A AND 36. I � � BOUNDARY (ESTIMATED AT 150LF, ONE _ _ , ,2,o BUS LOOP ,,s�o ,4 „ s I 4 D R A W I N G � � I� 2"SMS/R TO SNOWMELT I I I DI R E CTI O N). T I T L E : G �i" � ANDI60LD FOR ZONES 5 ,�, ��, i2e eus �ooP i,s4o i4 i� s - - \ B/ � u �� i' - - - - i - - - - \_ '' 4 _ _ EAST MALL 73A CROSSWALK 400 3 3 4 ; - - - ! PLAZA ; `7. �� 3 3 � � �� i — — � PARTIAL WELCOME CENTER � MECHANICAL ! 1 C SWALK 0 4 J � SITE PLAN SITE PLAN � � 2 � �E� SMS�R FROM �� SCALE: NONE MANUFACTURERS: � ARRABELLE SYSTEM. ��_��' MATCH SIZE FOR �N� GENERAL NOTES: D R A W I N G � PIPE CONNECTION. A: 5/8"0 TUBING, 9" O.C., 40F TEMP. DIFF., 250Ff MAX LOOP LENGTHS. N O . O B' O � gEAUDIN � EAST MALL PLAZA MECHANICAL SITE PLAN CjANZE / � � � SCALE: 3�32" = 1'-0" Consulting Engineers, Inc. .� Vail: (970) 949-6108 COPYRIGHT 2011 Lake Tahoe (530) 550-7334 project No:9073.00 � � Denver: (303) 278-3820 m ort o ins: 970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � � NOTES : 1. LOCATE SNOWMELT MANIFOLDS AT HIGH 4 4 POINT OF ZONES SERVED. 5�� _ ��G' SPACE RESERVED FOR GLYCOL 10"�b I.D. 12"00.D. AL29-4C '�, �� • FEEDER GF-1. PUMPS, AIR � 2. SNOWMELT MANIFOLD BOXES WITHW � � ,' � C�y�ts` SEPARATORS, EXPANSION DOUBLE WALL BOILER FLUE. I HARDSCAPED AREAS TO BE TANKS, ETC. CONTRACTOR TO MAINTAIN CLEARANCES TO Q I MANUFACTURED, TRAFFIC-RATED ' FIELD COORDINATE LAYOUT TO COMBUSTIBLES. I 3"SMS/R PREINSULATED MAINS; PRE-CAST BOXES WITH LIDS TO MATCH � '� � � ` ALLOW FOR ALL PUMP CONTINUE TO BOILER PLANT. RE: LIONSHEAD WELCOME CENTER PROJECT .Q+ r ;+ INSTALLATION. PROVIDE CIVIL DRAWINGS FOR ADDITIONAL AND AS APPROVED BY THE OWNER. ��•4 �'�'��,�t�'� ' 3. RE: A/THIS SHEET FOR MANIFOLD PIPING. ' �S'��'"'"�� COORDINATION DRAWING OF INFORMATION. � +{' '-_ THIS SPACE FOR ENGINEER'S - .' REVIEW. �� I 4. KEEP SNOWMELT TUBING 24" FROM ALL . _ , . ASPHALT EDGES; COORDINATE WITH PRE-INSULATED TUBING. OWNER. � � � UH-1 � 3" FLOOR SINK FOR BOILER � � � / CONDENSATE DRAIN AND WATER � � � f ENTRY DRAINAGE. ZURN FD2376 � � j � i i WITH 1/2 GRATE. � j 1 1�/a"SMS/R TO SNOWMELT . � � � � � � 1 � MANIFOLD FOR ZONE 9. �_____ _� I � � ��1 1''ti ��.� � � r+t �; � _�� `� � r OSA MOTORIZED DAMPER. � � i. BOILER FLUE TERMINATION � I I � \ � _-� DEFf.OFPUBLICV�RKS TO BE MIN. 7FT PUBLIC � I � �I � �� WALKWAY. MAINTAIN � � B�� I �I i� VAIL,C081632 CLEARANCES TO � � COMBUSTIBLES PER � � � � MANUFACTURER S OSA � � � � t:970.479.2158 � � � A ��--_---sMS�------r � ' --� ENGINEER 34510 US.6 UNIT/�-9 LITERATURE. TERMINATE � _ ____ 12x12 � - SMR-------- - -� WITH EXIT CONE. i L r� � \�� 81� I CONTROL PANE�. SNOWMELT I I \�� ♦ � t:970.926.3373 ' EF-1 8„� I I \ \ � �l � � 2�/z"G TO B=1. ZON E #11 A I I ?��.. ��,, � ARCHITECT PO BOX 8258 � I I I I I �. . � � B�c�nlwoc�,co soa24 1�/a" MS�R. RE: 2�THIS I I ��v `�� / � t:970.453.5878 4 I � �� i�i ♦ L----------- -- J " � SHE T FOR CONTINUATION. __--_ I I , \�� \� 3507 RINGSBYCT, STE 117 � sMS -� SNOWMELT MANIFOLD SCHEDULE iSMR � 2 � � -2 � I I � `, \`�\ SNOWMELT APPROX MAX LOOP __-______ I I I , � � ZONE #9 �i �` t��16 �� ' � ��- -,, I ESTIMATED # PRESSURE I I �, � � � ZONE DESCRIPTION AREA GPM ACCESSORIES REMARKS �� (SQ. FT.) OF LOOPS LOSS (FT) I I � � �� i � ENC�NEER 110E.BEAVERC�KBLVD. CONTROL ZONE VALVE, - - � � � \�\\ i�i�/ , TYP. 2. I I I BOTTOM OF BOILER CA INTAKE 9 WALKWAY i,3oo s � 5 - - I I � �,. ��\�� V�81620 � � � TO BE AT LEAST 60" ABOVE I I �`��, � t:970.949.6108 ADJACENT GRADE. � I I � � . �� ENGINEER 1169 HILLTOP PKWY 10 WALKWAY 1,000 11 9 5 — — I I `�.. �'4"CW TO HB, WOODFORD 101 2'/2"G TO METER. RE:2/THIS 4 4 � I I � \'�� / SHEET FOR CONTINUATION. OR EQUIVALENT. ROUTE PIPE � �iA Bus �ooP/ �,y3o ts i3 s - - �, I I � ` � STE�UVBO�T,C080487 DOWN WALL, ON INTERIOR SIDE. 3"ST TO MAIN. RE: CIVIL ISLAND , � � � `, \\� t:970.8467970 DRAWINGS FOR CONTINUATION. � � I ` 11 DESIGNER CONSULl1NG&ENG ��B BUS LOOP/ y�730 23 18 6 — — � � � � EXH SYSTEM IS FOR isu+N� X VENTILATION COOUNG � � � � 4 ��-� �� OO �� P�.O�.�B0�11� X 11 C BUS LOOP 1,630 14 11 6 — — _J � � �� t:307.315.8054 PURPOSES AND IS NOT ;; � � -- �a"CW FROM MAIN. RE: CIVIL A RNSIDERED ENVIRONMENTAL Q ___�_ __J �` 11 � DRAWINGS FOR CONTINUATION. 14 NORTH WALKWAY 420 3.5 3 5 - - q. i \ �, �� 3'SMS/R. RE: 1/ THIS SHEET L____ � FOR CONTINUATION. i. ---- r-� OVERPASS i � � BOILER ROOM ENLARGED PLAN 15 STAIRS 440 3.6 3 6 - - _��L � , ! �� 3 _ _ _ _ � '�� SCALE' ��2��—�� 16 WALKWAY 390 3.2 3 4 � �� I, � � � � === ===========---= I ; � N � � MANUFACTURERS: � � + i � �I i - GENERAL NOTES: _ f �i 2'�SMS/R TO SNOWMELT � y� � A: 5/8"0 TUBING, 9" O.C., 40F TEMP. DIFF., 250FT MAX LOOP LENGTHS. i MANIFOLD FOR ZONE 10 ■V 4 B� ' AND 11C. � �- � � ' �, SNOWMELT ��I ,�, MANIFOLD BOX. SEE NOTE 2, THIS ZONE #11C �;I 3"SMS/R TO SNOWMELT � }� `� J SHEET. 4 � AND110LBD FOR ZONES 11A � ' � 4 � _ u � � i . � � ----- ----- ---- - � � � I MANUFACTURER'S MANIFOLD ASSY. / / ' SNOWMELT AIR VENT AT �Q � HIGH POINTS, � � 4 ' j ZONE #10 � > � � � TYPICAL � � LOOP BALANCE/ISOLATION VALVE � ' �� I I I I ' I �� I 4 I MANUFACURER'S MANIFOLD ASSY. �'��__ I '// I— ----- — _J �� I ' — ° L--- - � ZONE #11 B � I � SNOWMELT TUBING. � LOOP QUANTIITY AS REQUIRED. 4 I o � � i -I--�+ 0 � N � I � % TO PIPING MAINS � Q � � � �� i u � I �i� c� / � �1 i � SNOWMELT MANIFOLD PIPING DIAGRAM ,-�� R E V I � N � s o s � NO SCALE � / � � � -'� SNOWMELT � 2 12.02.11 60%/CDSET � ZONE #16 3 1.27.12 PROC'�RESS SET � 4 2.15.12 BI D SET ° RE: 3 THIS SHEET SNOWMELT °�� _ � FOR ENLARGED ZONE #15 4 °� 5 3.08.12 PERMITSET a- PLAN. � ;� � 1 3.08.12 ADDENDUM 1 o � �� %% 3 3.08.12 ADDENDUM 3 °� � �� 1"SMS/R TO SNOWMELT (N) SECTION OF PAVERS TO BE SNOWMELTED BY 6 4.06.12 100%CONST.DOC. J� -°° � _I=JJ� #16NIFOLD FOR ZONE SPLICING INTO ADJACENT (E)SNOWMELT ZONE. 4Q 4.06.12 CHANGEORDER1 � CONFIRM WITH TOWN LOCATION OF ASSOCIATED �� SNOWMELT 1 - 4 �; II_�==�� ' MANIFOLD/VALVE TO ACCOMMODATE SCOPE OF ZONE #14 � , �� 1 SMS/R TO SNOWMELT WORK. ``� � J�-��-�' MANIFOLD FOR ZONE � � -°-`�_ �� - #15. � S � � � _ �—°—`_ ��%�� _�� —��R SM� _ ', ,, _/_ -- SM D R A W I N G --- S "� "� CONCERT HALL PLAZA MECHANICAL SITE PLAN T I T L E : � M ' +,.��,'�� _� i� i� ��G � - �•�1/i �1�¢ � G _ � �i� \ �__ _�� / _� � � � s � ��_ _��Z�' SCALE: 3/32" = 1'-0" (�� II � ,� �, `= �� UTILITY PROVIDED GAS METER �� i AND PRV ASSEMBLY (3,125 CFH Plaza M�hanical � � CAPACITY). PRV SET FOR 11" �' W.C. DISCHARGE. � 3°SMS/R PREINSULATED MAINS. CONTINUE TO G TO MAIN. RE: CIVIL DRAWINGS Site Plan � CHP ZONES. RE: CIVIL FOR CONTINUATION. � DRAWINGS FOR �' ADDITIONAL INFORMATION. � CONCERT HALL PLAZA ° R A w i N � � MECHANICAL SITE PLAN � o : 0 1 SMS/R TO SNOWMELT r� MANIFOLD FOR ZONE „ , „ o #14. SCALE: 3/32 = 1 —0 EAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � � Denver: (303) 278-3820 m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � �\ �� 5 6 7 � 8 ) _ �� . � � � . ��:a _�fG � � � � � tt �-�. _ � _ � - � � .��' "`°!�'•�'�s , ,,�'�� . f �- � i. � _ _ � y � i i i i � " � `, � � .�t � '--' , w� -.' � .° 3 � � � �� { e ' � " .{ *� .p - � �r,.y;a � ��.`J'l,�� . • I I I t- ,i �� r�,/ �t 4 . - �S`.�3�Vi4i� ~I�' . �� - - ! 1� � , � i � SPACE RESERVED FOR � ' �'� ' '+�� •� � � � � M PUMPS P-2. � - . , . �, � -,-° �� A � � � � -_ . . . . ,�_ .:: , _: � _ C . � �.�-F .� - - _�.� - - - - - - � --------------- - ------------------- - - - - - - - - - - A �; . 1 _ H , � _ , � �� _ _ `_ ��' , , �i �� i �� , � � �� .�, :��-, i, -: r 1�_,�� 1�__�� I i P�1 r'�•, ��`~� I I ;''� F� L:� -�� C I�� ----- ---- ---- --1------------- --- � -� ---- � � � �E FRTB MECHANICAL ROOM CONDITIONS PICTURES � �E>B-2 �� .�$�IC�s ) I , ,�� SCALE: NONE � i I C I � CONNECT (N) BOILER FLUE TO t:970.479.2158 � i � � (E)14'�O.D./12"I.D. AL29-4C . �L--_---- J DOUBLE WALL BOILER FLUE. ENGINEER 34510U.S.6 UNITAr9 i i � EDWARDS,CO 81632 � t:970.926.3373 REFER TO SHEET M-300 FOR �-u u----- _ � � � ARCHITECT POBOX8258 ' PIPING CONTINUATION. � (E)B-2 ;n;n I � BRECI�NRI DGE,CO 80424 � C� cn� � 9 t:970.453.5878 CONNECT (N) G AND SMS/R � � I NN � � TO (E) MAINS. PROVIDE � � - � 3507 RINGSBY CT, STE 117 SECONDARY PRV SET AT , �- e � DENVFR,CO 80216 11"W.C. DISCHARGE. e�- _ -i t:303.292.3388 i� �� I 5 � � � � � FUTURE FLUE. i I B_2 �i , MG ENGINEER 110E.BEAVERCRKBLVD. C , � � � � C , �� STE 202 Y ; i �--- ---- ' J i „ � t90949.6108 FUTURE CA. —�4 � I �� - -- _ � —�4" MG M j-' II L �i i MECHANICAL RD❑M E�N� S�H�q OPPKWY I I� F B-2 � � �� STEAIVBOAT,CO 80487 i i i i �� I I , - - - - - - - i -I - - - �— - i - - - - - - i - - - - - - - - - - t:970.846.7970 i 6 �r i L�— -�- NOTES : - - � ��,� _ ��,� �� .. 1. DIV. 22/23 CONTRACTOR MUST VISIT THE ` SITE TO REVIEW EXISTING CONDITIONS, .'�, �'� �`��fi TIE-IN POINTS AND CONTROL POINTS TO t' ` � � � VERIFY ALL NECESSARY SCOPE IS , INCLUDED IN PRICING. THESE DOCUMENTS , � � � + ARE NOT AS-BUILTS OF THE EXISTING � SITE AND MAY NOT REPRESENT ALL ��r� �:��,,`�� • NECESSARY WORK REQUIRED FOR SYSTEM � �] �, , t� , EXPANSION. '. '��<"�,�'�____�� • �� TE ��1 +'•'S �`.1 I I r+t �; L� -�� 5" SM R DEFf.OF PUBLIC V�RKS 1309 EL..f4-IORN DRIVE VAIL,C081632 t:970.479.2158 p DPT (E)P-2 ENGINEER 34510 U.S.6 UNITA-9 TE EDWARDS,CO 81632 � � t:970.926.3373 PROVIDE TEE WITH BLIND FLANGED END � ��SMS � TO TOV SNOWMELT � FOR EASE OF FUTURE ADDITION. 5�� 2h�� ZONES. � ------- ARCHITECT PO BOX 8258 VFD —� L_ � BRECf�NRIDGE,C080424 CONNECT (N) 2"G AND 3"SMS/R FLOAT VENT D t:970.453.5878 TO (E)G AND HWS/R MAINS. (E)P-2 AI AI AI 3507 RINGSBYCT, STE 117 + T � t 3� 3�38880216 5" 5" —SMR �SMR 2'�2" ��SMS 9 VFD —� ENC�NEER 110 E.BEAVER CRK BLVD. C� 5" —SMS Q 1 T V�81620 � SMS t:970.949.6108 I 5� P-5 ENGINEER 1169 HILLTOP PKWY � I � e �r e � D E � t� I'� N I'� r� N i� r� I'� r� STE Z06�1 I i I n � 1 1 1 � STE�UVBO�T,CO 80487 2�/2„ � t:970.846.7970 � L F U T U R E I� �� I AI AO BO BI �..�SMS i �PUMP I�I jj N P-1 � E P-6 1 (E)P=1 � P VFD � DESIGNER CONSULl1NG&ENG I � � � (E) AIR SEPARATOR. P.O.BOX2117 N➢LLS,WY 82644 `� �--- � - I 1� �1 � O O O , ° � E P-5 t:307.315.8054 x � I � � � AO BO BI -- %� c� � I I � c� c� c� x ' � � � � J J J � � �� I j�� AO BO BI �� -SMS � � �� Y' I I 1 � � VFD � � I I � CONNECT (N) SMS/R O� � � I � � I � BOILER i (N)B-2 (E)B-2 (E)B-2 -- � (E)GLYCOL FEEDER. D N P-2 TO (E) TAPS. I � AO BO BI e e e $ i L--�------, � � � � � � I I I � � o '� I I � � 2�/z" SMS c� �-----� I J CP � CP � CP � VFD —� �� L J � �; � - _ � _ ° = I � AO BO BI � �---------- D = N P-2 � � Q -- � � � . AO BO BI •� �� BO BI BI BO BI BI BO BI BI AI 2�/2" � SMS � }� ��, (E) EXPANSION TANK. � � - VFD � •rr = U V � � .� � � � � � � � � � � PIPING CONNECTIONS FOR FUTURE EXPANSION. � � CONTROLS POINTS LIST � � ANALOG BINARY SYSTEM FEATURE � � INPUT OUTPUT INPUT OUTPUT ALARMS PROGRAMS � � � THE SYSTEM SHALL BE SETUP FOR BASIC OPERATION TO RUN IN BOTH AN ON/OFF MODE AND AN IDLING MODE. WHILE THE SYSTEM IS � a IN BASIC OFF MODE, THE SYSTEM OPERATOR SHALL BE ABLE TO SELECT SPECIFIC USER IDENTIFIED ZONES TO OPERATE IN IDLING MODE. }� � � _ � � THE SYSTEM OPERATOR SHALL BE ABLE TO EASILY SWITCH BETWEEN IDLING AND MELTING MODES. THE SYSTEM SHALL MONITOR � o � > N o = � W STATUS OF ALL SYSTEM EQUIPMENT AND TEMPERATURES AT ALL ZONE AND SYSTEM TEMPERATURE SENSORS AS WELL AS THE OUTDOOR SYSTEM POINT z F o � w w o � � � rn � DESCRIPTION W = W °- � LL �, � o � W � ; W � �, > NOTES AIR TEMPERATURE. THE SYSTEM SHALL MONITOR AND RECORD OVERALL ENERGY CONSUMPTION (IN BTU'S) BASED ON MAIN SNOWMELT � K O 0.' cG � LL 7 2 � � m W Z W 7 J U d > > N � f W � F W Q O. O �i � u. � � J / � � W = E Z a a W � N N N � o Z LL � Q a SYSTEM SUPPLY�RETURN WATER TEMPERATURE DIFFERENCE AND PUMP P-2 OPERATION. THE SYSTEM SHALL MONITOR AND LOG THE � � W a � W � o y o > � F o � o ; c� � � o a � � z Q = aWN � = W � ; ; � � o � � �, � o � g � oo ; oo � ° RUN TIME OF THE BOILER. U a � gWg = � � � � � � W � W � ,� aZYm = a = � = ZO ¢ DESIGN INTENT IS FOR TEKMAR 090 � z w � w 3 � a w LL V ¢ ¢ � F � � O � a p z �? � � � � K � w O c� a � a � � Ymc� a � � � NLL �, � agNO � W = LL = o � � � � � SENSOR TO BE DIRECTLY CONNECTED � ° SMS SETPOINT SHALL BE MAINTAINED BY STAGING ON/OFF BOILERS IN SEQUENCE. ALL BOILERS SHALL MODULATE AND OPERATE VIA TO BCS WITHOUT INTERMEDIATE TEKMAR � B-2ENABLE/DISABLE x x POINTOCCURSMULTIPLETIMES. MANUFACTURER'S CONTROLS TO PROVIDE SMS SETPOINT. PROVIDE ROTATIONAL SEQUENCING OF LEAD/LAG BOILERS/PUMPS FOR EQUAL CONTROL EQUIPMENT. CONTRACTOR � B-2STATUS x x x x X POINTOCCURSMULTIPLETIMES. RUN TIME. OPTION TO PROVIDE INTERMEDIATE � B-2ALARM x x x x POINTOCCURSMULTIPLETIMES. 4 EQUIPMENT AS A DEDUCT ALTERNATE. �� A SNOWMELT MOISTURE/TEMPERATURE SENSOR (TEKMAR 090 OR EQUIVALENT) SHALL BE LOCATED IN THE SNOW MELTED AREA AS R E V I S I O N S C� SMRTEMPERATURE X X X X X X / SHOWN ON PLAN. WHEN THE SENSOR INDICATES THE OUTSIDE AIR TEMPERATURE BELOW 37°F (ADJ.) AND MOISTURE PRESENT, THE � SMS TEMPERATURE X X X X X X � P-zsPeeo x x SYSTEM SHALL OPERATE IN PRIMARY MELTING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT NO. � CIRCULATION PUMPS P-2 AND THE ASSOCIATED ZONE CONTROL VALVE(S) SHALL OPEN. MAINTAIN SNOW MELT SUPPLY WATER TEKMAR 090 1 11.07.11 100%DDSEf j P-2 ENABLE/DISABLE X X � P-2 STATUS X X X X X TEMPERATURE AT SETPOINT OF 140'F (ADJ.) AND A SLAB TEMPERATURE OF 40'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-2 AND SNOW SENSOR � 2 12.02.11 60%CD SET ,� P-2SPEED x x THE ASSOCIATED INJECTION PUMP P-1. PUMPS AND BOILER SHALL BE OFF AND CONTROL VALVE(S) SHALL BE CLOSED WHEN A CALL �,� P•2ENABLE/DISABLE x x FOR MELT IS NO LONGER PRESENT. 3 1.27.12 PROC'�RESSSET � P-2 STATUS x x x x z 2—SM R 4 2.15.12 BI D SET � SMRTEMPERATURE x x x x x x WHEN THE SENSOR INDICATES THE OUTDOOR AIR TEMPERATURE BELOW 37'F (ADJ) BUT NO MOISTURE PRESENT, SYSTEM SHALL OPERATE 5 3.08.12 PERMITSET CS SMSTEMPERATURE x x x x x x IN SECONDARY IDLING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT CIRCULATION PUMPS d. SMDIFFERENTIALPRESS. X x x x x AND OPEN CONTROL VALVE(S). MAINTAIN SNOW MELT SUPPLY WATER TEMPERATURE AT SETPOINT OF 110'F (ADJ.) AND A SLAB 1 3.08.12 ADDENDlJM1 — CONTROLVALVE x x TEMPERATURE OF 28'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-2 AND THE ASSOCIATED INJECTION PUMP P-1. 3.08.12 ADDENDUM3 — OSA TEMPERATURE X X X X POINT OCCURS MULTIPLE TIMES. 3 - s�aereMaeRnruae x x x x aoiNTOCCURSMU�nP�enMes. MAINTAIN DIFFERENTIAL PRESSURE AT SETPOINT BY STAGING ON THE SNOWMELT CIRCULATION PUMPS IN SEQUENCE AS WELL AS 6 4.06.12 100%CONST.DOC. �� SLABMOISTURE x x x x Po�NTOCCURSMU�T�P�ET�MES. RAMPING UP AND DOWN THE PUMP'S VFDS. MAINTAIN LOOP PRESSURE INITIALLY WITH LEAD PUMP ONLY. WHEN LEAD PUMP IS AT 90%, AO AI BI AI BO U SENSORHEATER x x x ENERGIZE LAG PUMP AND CONTROL BOTH PUMPS IN UNISON. WHEN BOTH VFDS ARE AT 50% OR LESS, DE-ENERGIZE LAG PUMP. STATIC 4Q 4.06.12 CI-IANGEORDER1 � P-1 ENABLE/DISABLE x x DIFFERENTIAL PRESSURE SETTING TO BE BASED ON FEEDBACK FROM THE BALANCE CONTRACTOR. THIRD CIRC PUMP IS PROVIDED FOR �-� P-15TATUS x x x x z REDUNDANCY; ROTATE LEAD/LAG SEQUENCING EVENLY BETWEEN ALL THREE PUMPS. 4 �`� TYP. PER CONTROL ZONE. � PROVIDE A MANUAL OVERRIDE SWITCH WITH A SIX HOUR (ADJ.) TIMER TO CYCLE THE SYSTEM FOR ICE C�EARING. � � PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS. SHUTDOWN SYSTEM SHALL COMPLY WITH asME—cos—�. D R A W I N G DIVISION 23 CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED CONTROL WIRING. ALL WIRING SHALL BE IN CONDUIT. A T I T L E : � CLEAR POLYCARBONATE HINGED COVER SHALL BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SWITCH. SWITCH SHALL HAVE G ENGRAVED NAMEPLATES TO IDENTITY SWITCH AS BOILER EMERGENCY SHUTDOWN'. DIVISION 23 CONTROLS CONTRACTOR SHALL ;; COORDINATE WITH DIVISION 26 FOR SAFE SHUTDOWN OF BOILERS. F� S�VV VI 1 1�` � u �J, �ENE��NOTES: FRTB SNOWMELT BOILER PLANT PIPING SCHEMATIC Boiler Piping � 1.THE ABOVE LIST DOES NOT NECESSARILY REPRESENT ALL POINTS REQUIRED FOR THE PROJECL � j 2. POINTS FOR THE OVERALL SYSTEM MAY ALREADY BE EXISTING,F�e�o con,F�RM. SCALE: NO SCALE Di agram � � J � �' DRAWI NG � NO : 0 0 � gEAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � � Denver: (303) 278-3820 m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � _ t�� -��' � �M ��r`�fi . � + � � � � � 1 1 . I HWR—� _ = START RTOR I �� '� � � ` . + , � � �� '�� r� �� f� ,�� M • ��1��~�� .. MS ( HWS� • . . . . . TSTAT TSTAT EXH FANS SERVING MECHANICAL ROOM TO BE CONTROLLED BY � � INDIVIDUAL SPACE MOUNTED COOLING THERMOSTAT SET AT 80'F (ADJ�. ��1 +�''ti I��`� I I r'+�t F�; L� -�� `� UPON A RISE IN SPACE TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIAL, EXHAUST FANS SHALL ENABLE AND OSA MOTORIZED UPON A DROP IN TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL, DAMPER SHALL OPEN. CONVERSELY, UPON A DECREASE IN SPACE DEFf.OFPUBLICV�RKS FAN SHALL ENERGIZE AND HEATING WATER CONTROL VALVE SHALL TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL, EXHAUST FANS 1309�,�p�� OPEN. CONVERSELY, UPON A RISE IN TEMPERATURE ABOVE SETPOINT SHALL DISABLE AND OSA MOTORIZED DAMPER SHALL CLOSE. VAIL,C081632 PLUS DIFFERENTIAL, FAN SHALL BE DE-ENERGIZED AND HEATING t:970.479.2158 WATER CONTROL VALVE SHALL CLOSE. EXHAUST FAN AND MAKEUP AIR ENGINEER 34510U.S.6 UNITA-9 THERMOSTAT CONTROL SCHEMATIC ��'�81� t:970.926.3373 UNIT HEATER CONTROL SCHEMATIC SCALE: NONE �-„-�� X82� 2 SCALE: NONE BRECf�NRIDGE,C080424 t:970.453.5878 3507 RIf�JGSBY CT, STE 117 DEM/EFt,CO 80216 t:303.292.3388 ENC�NEER 110 E.BEAVER CRK BLVD. STE 202 AVON,CO 81620 t:970.949.6108 ENGINEER 1169 HILLTOP PKWY STE 2(�A STE�V�/BO�T,CO 80487 FLOAT VENT t:970.846.7970 TE DESIGNER CONSULl1NG&ENG 3" SMR P.O.BOX2117 1 T n�u�s,w,� s�w t:307.315.8054 x 3" —SMR �SMR x �i 3" —SMS T � P_4 DPT � � SMS — � TE r--------� � � 3° � SMS � TO TOV SNOWMELT � _ � ZONES. � � D VFD � L--------J � 1 � �� P AI AO BO BI _ � P-4 �i N P-3 1 AIR SEPARATOR, � � M AI AI AI }� SPIROVENT, OR o � � EQUIVALENT. , o � .� p� SM S � "' � � VFD � � � � a� � ' � 4 � � AO BO BI � P-4 � }� � ` � � �' ■ ., � g=� GLYCOL FEEDER � — G F-1. � SMS � � � ��'� � � VFD � <; � � � � � CP o AO BO BI D O ._ � P-4 � _ — - -� � EXPANSION TANK, TACO � � T CBX-170, OR EQUIVALENT. SMS � o PIPE INDIRECT TO FLOOR DRAIN, VFD � '� � TYP. AL� FLOOR DRAINS. � °o BO BI BI AI AO BO BI `�"'� � � 0 rn / 0 Q v THE SYSTEM SHALL BE SETUP FOR BASIC OPERATION TO RUN IN BOTH AN ON/OFF MODE AND AN IDLING MODE. WHILE THE SYSTEM IS DESIGN INTENT IS FOR TEKMAR 090 � IN BASIC OFF MODE, THE SYSTEM OPERATOR SHALL BE ABLE TO SELECT SPECIFIC USER IDENTIFIED ZONES TO OPERATE IN IDLING MODE. SENSOR TO BE DIRECTLY CONNECTED THE SYSTEM OPERATOR SHALL BE ABLE TO EASILY SWITCH BETWEEN IDLING AND MELTING MODES. THE SYSTEM SHALL MONITOR TO BCS WITHOUT INTERMEDIATE TEKMAR % CONTROLSPOINTSLIST STATUS OF ALL SYSTEM EQUIPMENT AND TEMPERATURES AT ALL ZONE AND SYSTEM TEMPERATURE SENSORS AS WELL AS THE OUTDOOR � ANALOG BINARY SYSTEM FEATURE AIR TEMPERATURE. THE SYSTEM SHALL MONITOR AND RECORD OVERALL ENERGY CONSUMPTION (IN BTU'S) BASED ON MAIN SNOWMELT CONTROL EQUIPMENT. CONTRACTOR U INPUT ourPUT INPUT OUTPUT ALARMS PROGRAMS SYSTEM SUPPLY/RETURN WATER TEMPERATURE DIFFERENCE AND PUMP P-4 OPERATION. THE SYSTEM SHALL MONITOR AND LOG THE OPTION TO PROVIDE INTERMEDIATE R E V I S I O N S % � EQUIPMENT AS A DEDUCT ALTERNATE. � a RUN TIME OF THE BOILER. `,' � � ; SMS SETPOINT SHALL BE MAINTAINED BY STAGING ON/OFF BOILERS IN SEQUENCE. ALL BOILERS SHALL MODULATE AND OPERATE VIA 1 11.07.11 100%DDSEf � SYSTEMPOINT Z ° � D ° ° � o W MANUFACTURER'S CONTROLS TO PROVIDE SMS SETPOINT. PROVIDE ROTATIONAL SEQUENCING OF LEAD/LAG BOILERS/PUMPS FOR EQUAL 2 12.02.11 60%CDSET �' DESCRIPTION � O � � o LL j Z � ❑ m w Z > W LL W j J NOTES � a � _ „ o � W � � W aao � c� LL RUN TIME. TEKMAR 090 � y � � W = E ZQaW W � N NN � oZLL 3Q Q SNOWSENSOR 3 1.27.12 PROC'�RESSSET `-' � � > > z � �, �°nN �°, 'o ? �a, ° � WOZ � � ° `> N " o 4 4 2.15.12 BIDSEf � a � a y Q = _ � a � � W � W � y a Z Y m = Q = o � Z Z o Q A SNOWMELT MOISTURE/TEMPERATURE SENSOR (TEKMAR 090 OR EQUIVALENT) SHALL BE LOCATED IN THE SNOW MELTED AREA AS "' � z W � W 3 3 �'- a W � o � � � � � � o ° a o Z �? ° �? _ � � � W o SHOWN ON PLAN. WHEN THE SENSOR INDICATES THE OUTSIDE AIR TEMPERATURE BELOW 37'F (ADJ.) AND MOISTURE PRESENT, THE 2—SMR 5 3.08.12 PERMITSEf � � a � a � Y Y m � a � � �, �, LL y � a � �, o � w = �. = o �, � � � � SYSTEM SHALL OPERATE IN PRIMARY MELTING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT a. 1 3.08.12 ADDENDUM 1 B-1ENABLE/DISABLE x x POINTOCCURSMULTIPLETIMES. CIRCULATION PUMPS P-4 AND THE ASSOCIATED ZONE CONTROL VALVE(S) SHALL OPEN. MAINTAIN SNOW MELT SUPPLY WATER � TEMPERATURE AT SETPOINT OF 140'F (ADJ.) AND A SLAB TEMPERATURE OF 40'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-1 AND 3 3.08.12 ADDENDUM3 — 8-1 STATUS X X X X X POINT OCCURS MULTIPLE TIMES. B-1ALARM x x x z Po�r,roccuasMU�r�P�er�Mes. THE ASSOCIATED INJECTION PUMP P-3 PUMPS AND BOILER SHALL BE OFF AND CONTROL VALVE(S) SHALL BE CLOSED WHEN A CALL 6 4.06.12 100%CONST.DOC. �; SMRTEMPERATURE x x x x x x FOR MELT IS NO LONGER PRESENT. J SMS TEMPERATURE X X X X X X 4 4.06.12 CI-IANGE ORDER 1 =� P-asPeeo x x roiNTOCCURSmu�TiP�eriMes. WHEN THE SENSOR INDICATES THE OUTDOOR AIR TEMPERATURE BELOW 37'F (ADJ) BUT NO MOISTURE PRESENT, SYSTEM SHALL OPERATE AO AI BI AI BO �-� P-4ENABLE/DISABLE x x Po�r,roccuRSMU�r�P�er�Mes. IN SECONDARY IDLING MODE AND THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE SNOWMELT CIRCULATION PUMPS �� P-4STATUS x x x x X POINTOCCURSMULTIPLETIMES. AND OPEN CONTROL VALVE(S). MAINTAIN SNOW MELT SUPPLY WATER TEMPERATURE AT SETPOINT OF 110'F (ADJ.) AND A SLAB � sMRreMPeRaruRe x x x x x x TEMPERATURE OF 28'F (ADJ) BY ENABLING THE SNOWMELT BOILER B-1 AND THE ASSOCIATED INJECTION PUMP P-3. 4 � SMSTEMPERATURE x x x x x x TYP. PER CONTRO� ZONE. D R A W I N G � SMDIFFERENTIALPRESS. X x x x x MAINTAIN DIFFERENTIAL PRESSURE AT SETPOINT BY STAGING ON THE SNOWMELT CIRCULATION PUMPS IN SEQUENCE AS WELL AS CONTROLVALVE x x Po�NTO��RSM��T�P�ET�MES. RAMPING UP AND DOWN THE PUMP'S VFDS. MAINTAIN LOOP PRESSURE INITIALLY WITH LEAD PUMP ONLY. WHEN LEAD PUMP IS AT 90�, T I T L E : � OSATEMPERATURE x x x x Po�r,roccuasMU�nP�enMes. ENERGIZE LAG PUMP AND CONTROL BOTH PUMPS IN UNISON. WHEN BOTH VFDS ARE AT 50% OR LESS, DE-ENERGIZE LAG PUMP. STATIC G s�nereMPeRnTURe x x x x PowTOCCUasmu�nP�enMes. DIFFERENTIAL PRESSURE SETTING TO BE BASED ON FEEDBACK FROM THE BALANCE CONTRACTOR. THIRD CIRC PUMP IS PROVIDED FOR -�= SLABMOISTURE x x x x POINTOCCURSMULTIPLETIMES. REDUNDANCY; ROTATE LEAD/LAG SEQUENCING EVENLY BETWEEN ALL THREE PUMPS. VI IP Sno�umelt U) � SENSORHEATER X X X u P-aeNa,e�eioisns�e x x PoiNTOCCUasMU�riP�enMes. PROVIDE A MANUAL OVERRIDE SWITCH WITH A SIX HOUR (ADJ.) TIMER TO CYCLE THE SYSTEM FOR ICE CLEARING. P•3 STATUS X X X X X POINT OCCURS MULTIPLE TIMES. WI I er Pi pi ng � PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS. SHUTDOWN SYSTEM SHALL COMPLY WITH ASME-CDS-1. �7�� GENERALNOTES: DIVISION 23 CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED CONTROL WIRING. ALL WIRING SHALL BE IN CONDUIT. A '� �.rHeaBOVeusrooesNOrNecessaRi�vRePReseNTa��POiNrsReQUiReoFORrHePRO�ecr. CLEAR POLYCARBONATE HINGED COVER SHALL BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SWITCH. SWITCH SHALL HAVE ' ENGRAVED NAMEPLATES TO IDENTITY SWITCH AS "BOILER EMERGENCY SHUTDOWN". DIVISION 23 CONTROLS CONTRACTOR SHALL Diagram � COORDINATE WITH DIVISION 26 FOR SAFE SHUTDOWN OF BOILERS. ;:, � �' DRAWI NG � NO : � CHP SNOWMELT BOILER PLANT PIPING SCHEMATIC EAUDIN r 3 g o SCALE: NO SCALE � Cj ANZE � � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � � Denver: (303) 278-3820 m ort o ins: 970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � ISSUE LOG - LIGHTING FIXTURE SYMBOLS POWER SYMBOLS �- PENDANT MOUNTED LIGHT � SINGLE RECEPTACLE / �` / �� ELECTRICAL SHEET INDEX ° � '�� " ' •-.'�s ` Q-I WALL MOUNTED LIGHT � DUPLEX RECEPTACLE �� `••R�.�. c,`� . ' �-I WALL MOUNTED UP–LIGHT �� DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER � a� y: � '� ? a RECESSED STEP LIGHT � DOUBLE DUPLEX RECEPTACLE _��.,�'�� '� �� • � ��I�-,: � � FLUORESCENT STRIP LIGHT � GFCI DUPLEX RECEPTACLE # TITLE Q��c��i�"��J �C��,'•.�. ` y �,: �y� o � Q`�� +•.. ..•+ � � WALL MOUNTED LINEAR FLUORESCENT LIGHT � DUPLEX RECEPTACLE; HALF SWITCHED o� �°�Q� m�Q�' �° � / ��` �' �� - ��tAL'�� 0 RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER � ISOLATED GROUND DUPLEX RECEPTACLE E-000 ELECTRICAL COVER SHEET J J J J J J . • � � FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT � MULTI–OUTLET PLUG STRIP I I EMP E-100 EAST MALL PLAZA ELECTRICAL SITE PLAN J J J J J J � CEILING MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN Q FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE ' � WALL MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN � FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE CHP E-100 CONCERT HALL PLAZA ELECTRICAL SITE PLAN J I J J J J J I � EMERGENCY LIGHTS � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED E-200 FRTB SNOWMELT SYSTEM FLOOR PLANS J J J J J J ��1 i�''S I��`� I I r'+�t F�; L� -�� `� � POLE MOUNTED LANTERN � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM I �o EXTERIOR POST (BOLLARD) MOUNTED LIGHT � WALL MOUNTED SPECIAL OUTLET AS NOTED E-300 ELECTRICAL ONE–LINE DIAGRAM J I J J J J J DEFf.OF PUBLIC V�RKS � SPECIAL OUTLET AS NOTED I — -- 1��-�� VAIL,C081632 LIGHTING CONTROL SYMBOLS 0 JUNCTION BOX I t:970.479.2158 $ SWITCH Q-I WALL MOUNTED JUNCTION BOX I ' ENGINEER 34510 U.S.6 UNITA-9 � THREE–WAY SWITCH �J FLOOR MOUNTED JUNCTION BOX ��81� � WALL OCCUPANCY SENSOR/SWITCH e DIVISION 15 EQUIPMENT POWER CONNECTION I I t:970.926.3373 � TIMER SWITCH I ARCHITECT PO BOX 8258 BRECf�NRIDGE,C080424 ABBREVIATIONS ❑� FUSED DISCONNECT t:970.453.5878 � NON FUSED DISCONNECT I AFC – ABOVE FINISHED CEILING 3507 RINGSBYCT, STE 117 AFF – ABOVE FINISHED FLOOR � MOTOR STARTER � — — DENVF�,CO 80216 AFG – ABOVE FINISHED GRADE ENCLOSED CIRCUIT BREAKER i t:�.�.� I � PULL BOX ENC�NEER 110E.BEAVERCRKBLVD. STE 202 � PUSH BUTTON ISSUE LOG KEY: AVON,C081620 AL – ALU M I N U M � c� c� t:970.949.6108 rc TIME CLOCK ' ' ISSUED AS PART OF A SET � N N w � � � � � AP – ACCESS POINT ' ' NOT PART OF SET � AWG – AMERICAN WIRE GAUGE � PHOTO–CELL '*' ISSUED FOR INFORMATION ONLY Q N o N � °O tO Q o � � N M � ENGINEER 1169 HILLTOP PKWY QT TRANSFORMER � o 0 0 0 �� B F G – B E L O W F I N I S H G R A D E STE�UVBO�T°C08048� G P A N E L B O A R D O R L O A D C E N T E R t:970.846.7970 BMS – BUILDING MANAGEMENT SYSTEM C – CONDUIT ❑C CONTACTOR DESIGNER PCONS�2NG&ENG CATV – COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM � ELECTRIC MOTOR G E N E R A L N 0 T E S . N➢LLS,WY 82644 g METER t:307.315.8054 CCTV - CLOSED CIRCUIT TELEVISION 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON CIVIL AND LANDSCAPE DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT –�- CIRCUIT HOMERUN OF WORK. CKT – CIRCUIT CONDUIT RUN 2. EXAMINATION OF BIDDING DOCUMENTS. CT - CURRENT TRANSFORMER --- CONDUIT RUN BELOW GRADE A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT LATER THAN SEVEN DAYS PRIOR TO THE � (E) - EXISTING DATE OF RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF � CONDUIT UP ANY DISCREPANCIES,AMBIGUITIES, INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE ARCHITECT � FBO - FURNISHED BY OTHERS WILL BE ISSUE ANY INTERPRETATION OR CORRECTION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETATION OR y� � CONDUIT DOWN CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN GC - GENERAL CONTRACTOR V $ SWITCH BY ANY OTHER METHOD. IF DISCREPANCIES,AMBIGUITIES, INCONSISTENCIES,OR ERRORS ARE NOT COVERED BY � GFI - GROUND FAULT CIRCUIT INTERRUPTER T ADDENDUM OR WRITTEN DIRECTIVE,CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR MATERIALS AND METHODS OF THERMAL OVERLOAD SWITCH CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION GRD - GROUND S WILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED �"� g� VARIABLE SPEED SWITCH ABOVE. Q,� IAW – IN ACCORDANCE WITH V�� . � KEY SWITCH B. FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY,OMISSION,OR CONFLICT WILL NOT � � NIC - NOT IN CONTRACT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES. THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS � NTS - NOT TO SCALE IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE � � � ONE—LINE DIAGRAM SYMBOLS WORKINGDRAWINGSANDSPECIFICATIONS. (� OC - ON CENTER � }� \ —� DISCONNECT SWITCH 3. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS � � UG - UNDERGROUND REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. j'�[ ^ UNO - UNLESS NOTED OTHERWISE � FUSE v .� fL CIRCUIT BREAKER 4. REVIEW ARCHITECTURAL, LANDSCAPE,CIVIL AND OTHER DRAWINGS PRIOR TO BID. � � � V - VOLT � CURRENT TRANSFORMER 5. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. � � W - WATT � �� POTENTIAL TRANSFORMER 6. WORK, MATERIALS,AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL,STATE OF COLORADO,AND NATIONAL O WP - WEATHER PROOF O CODES AND ORDINANCES. � 7. PROVIDE PERMITS AND INSPECTIONS REQUIRED. M METER x +18" – MOUNTING HEIGHT TO CENTERLINE OF O VOLT–METER �' DEVICE ABOVE FINISH FLOOR � Q AMP-METER 8. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL � 7_ USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST .� cJ SS SURGE SUPPRESSION DEVICE TO THE OWNER. J �� SELECTOR SWITCH 9. SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS OPERATION. `�'�� GF GROUND FAULT PROTECTION 10. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A �� REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT,OR INSTALLATION METHODS. � sT SHUNT TRIP `� � � 11. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NUMBER 12 PULLWIRE OR EQUAL. NORMALLY OPEN CONTACT 1� " � NORMALLY CLOSED CONTACT 12. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE - BROUGHT TO THE OWNER/ENGINEER'S ATTENTION PRIOR TO INSTALLATION. �' LUMINAIRE SCHEDULE = cROUNO 13. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE,CONTRACTOR SHALL MAKE � LAMPS O COLD WATER GROUND CONNECTION CORRECTIONS NECESSARY AT NO COST TO OWNER. R E V I S I O N S �� TYPE DESCRIPTION MOUNTING INPUT WATTS VOLT MANUFACTURER CATALOG NUMBER SPECIFIC NOTES g BUILDING STEEL GROUND CONNECTION ;, QTY TYPE � 14. SPLICES IN EXTERIOR PULLBOXES AND MANHOLES SHALL BE MADE WATERPROOF USING"SCOTCHCAST"SPLICE KIT OR `) D 7"LED CABLE MOUNTED CYLINDER FIXTURE,BLACK FINIS PENDANT LED W/FIXT 20 120 LIGHTOLIER C4L10C 35K CL 1 C4CC APPROVED EQUAL. SEAL ENDS OF CONDUITS AND DUCTS WITH"DUCTSEAL"OR APPROVED EQUAL. 1 11.07.11 100%DDSET � 15. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING 2 12.02.11 60%CD SET v EXTERIOR WALL MOUNTED FIXTURE,DARK SKY PROVIDED UNDER THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 3 1.27.12 �� E1 COMPLIANT, BRONZE FINISH SURFACE 60W A19 60 120 HINKLEY 1835SK 4 2.15.12 BIDSE� �' 16. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY. 5 3.08.12 PERMITSET � S2 4'FLUORESCENT STRIP LIGHT SURFACE 2 32W T8 61 120 LIGHTOLIER SW 2 S 2 32 HPF 120 17. EXTERIOR WEATHERPROOF RECEPTACLES SHALL BE DIE CAST ALUMINUM WITH DIE CAST ALUMINUM, LOCKABLE IN-USE 1 3.08.12 ADDENDUM 1 WEATHERPROOFCOVERS. 3 3.08.12 ADDENDUM 3 � CUSTOM TOWN OF VAIL POLE TOP LANTERN FIXTURE 18. PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LEVEL,SHALL BE WEATHERPROOF TYPE WITH HINGED 6 4.06.12 100%CONST.DOC. � 100W HPS& 100W HPS& LOCKABLE COVERS SECURED WITH TAMPERPROOF SCREWS. O SP1 WITH 100 HPS LAMP IN TOP AND MEDIUM SOCKE LED LAM pOLE 12'-0" LEDTRONIC LEDTRONIC 130 208 US LONG LIFE USLLTOV MODIFIED (2) 4Q 4.06.12 CHANGEORDER1 o IN BOTTOM WITH BANNER ARM ,PLANTER ARM,AND #BBL513-06-02 #BBL513-06-02 � RECEPTACLE AT TOP OF POLE u 0 0 � LED LINEAR WALL WASHER,OUTDOOR RATED, BRONZE o SP3 FINISH,WIDE BEAM,WITH FROSTED LENS SURFACE LED W/FIXT 240 120 LIGMAN LIGHTING (6)U30665 W 120V 06 F (1) � DRAWI NG r WALL MOUNTED LED UPLIGHT WITH TEXTURED BLACK T I T L E : � W FINISH,CUT OFF VISOR,AND HORIZONTAL PATTERN FACI SURFACE LED W/FIXT 16 120 INSIGHT MQ1-16LED-W35-1 SM 1 TBL VS HPF-W � �I n EJe�tnC,al � � � �nQ ��QQ+ Q GENERAL NOTES: WVG� \✓1 IVV` Q A� THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COSTS. THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL NOT QUOTE PRICING � WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWWGS AND DIVISION 16 SPECIFICATIONS. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWINGS AND SPECIFICATIONS TO THE INDIVIDUAL �'�, QUOTING LUMINAIRE PRICING. / cn � B. �� . DRAWI NG � SPECIFIC NOTES: NO : � (1) PROVIDE SIX(6)TO MAKE 24 FOOT LONG SECTION ACROSS ARCHWAY. � (2) TOV STANDARD POLE LIGHT FIXTURES TO BE PROVIDED BY THE TOWN OF VAIL AND INSTALLED BY ELECTRICAL CONTRACTOR.CONTRACTOR SHALL PROVIDE AND INSTALL RECEPTACLES. g EAU DI N Q (3) �� 4 Cj ANZE � O. - Consulting Engineers, Inc. / Vail: (970) 949-6108 COPYRIGHT 2011 Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � � Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com C� NOTES : 1. WEATHERPROOF RECEPTACLES TO HAVE �� DIE CAST ALUMINUM, LOCKABLE, IN-USE � � „ � � COVERS. RECEPTACLES TO BE MOUNTED `v •'R ��' s, S INDEPENDENTLY OF CONDUIT. CONDUIT SHALL NOT BE USED AS RECEPTACLE BOX y: SUPPORT. 2. PROVIDE #10 AWG CONDUCTORS TO ALL # ' POLE LIGHTS AND RECEPTACLES. � �:, d�-,�' I�-;�,�� ',c. '••., = ��e, ,��3,, ••......,.i-'`�� - ��tAL'�� - ' , • - / ; � � % �— ———_____ _ � ��1 1''� ��.� � � r+t �; � _�� `� � o�r.oF�icv�s � � 1309 EL..f4-IORN DRIVE VAIL,C081632 � I t:970.479.2158 ENGINEER 34510 U.S.6 UNITA-9 EDWARDS,CO 81632 t:970.926.3373 -- - � ARCHITECT PO BOX 8258 BRECf�NRIDGE,C080424 SP1\� t:970.453.5878 ♦ ♦ �� DEM/EJ�,CO 80216�117 \ � ♦ �� t:303.292.3388 . . I �\ ENC�NEER 110 E.BEAVER CRK BLVD. �� STE 202 I V� AVON,CO 81620 I �� t:970.949.6108 \ I � ENGINEER 1169 HILLTOP PKWY ` STE 2(�A � \\ - \ STE�V�BO�T,CO 80487 � �� SP�1 '`( � � t:970.8467970 I � \�� `. _ ��"M / DESIGNER CONSULII NG&ENG WP �``�� ' � �� / � P.O.BOX 2117 � - � � � `.� �� %< � � p ---'-WPp �� `� � �� t�307 3�8054 %� �J� �� ; ;' � �� -� �' '�� ' FLAG NOTES : . , � 2-#10, #1 GRD. �a"C 4 � �� , � �� , / ��'�� LC2-9 � q \�� I� 2-#10, #10 GRD. �a"C % �� O1 EXISTING POLE LIGHT TO REMAIN. � � �F � ;� ,— > � � 6 ��O �1 �'� ;�� 2 PROVIDE TWO (2) 20 AMP, 120 VOLT CIRCUITS /� � 2 ��, }� _..�,__ � �� / P� TO ARCHWAY LIGHTING. CIRCUITS TO BE � / ��: _ � Wyyp LC2-5 yyp i � CONTROLLED BY PHOTOCELL�TIMECLOCK. �� 1 o � O� �`� 3-#10, #10 GRD. 3/a"C WP WP ' / c � � yy / �' �3 �3 ;'� / �3 SPECIAL EVENT RECEPTACLES. NOT SWITCHED. � SP1 � � '� '� / ��` /� � �-�( C2-1,41 WP � �'� LC2-5,7 '� � � / ,� � �-�C`� 1 �'�� ;'� � 4 BY��PH TOCELL�T MECLOC 0 BE CONTROL�ED �� = 2-#10, #10 GRD. �4 C �� 4 � � �'�.. �� g i ;' � 5 120 VOLT POWER FOR IRRIGATION � � � �`� i � � � / / � � LC2-17� � j SP�� `� �i� � � % � CONTROLLER. � � ` �-�� , � � . Q _ — �'= �� I �� ;'� / � �6 MOUNT TYPE 'SP3' LINEAR LED LIGHTING TO � � � _ �� I �. � i / EXISTING ARCHWAY. ROUTE GRC CONDUIT (� �!�, �� 3 � I � �� ' / O W / INSIDE STRUCTURE. REFER TO LANDSCAPE � �� I ` ' / � � i DETAILS FOR FURTHER INFORMATION. � `� �� W�� 4 � � ��. �� 2»� �� /� % � • .. � O7 TYPE �D' PENDANT MOUNTED FIXTURES � �� P/ � �i� `�.� ;�'�� j � � MOUNTED TO BUS SHELTER CEILING. �� > � �� 3 � �� , , �� / � REPLACE EXISTING PANEL WITH 64 SPACE 250 � P � - � O � ' � � � AMP, 208Y/120 VOLT, NEMA 3R PANELBOARD. � > � � �\ 9 �� , ! � �� -21 p ( � ` ' � � MOUNT NEW PANEL SO THAT THE PANEL DOES O E NOT PROTRUDE ABOVE TOP OF WALL. �V `� � /� WP � �� C2-19 J '�� ,� 3 9 PROVIDE IN-GRADE, EXTERIOR ELECTRICAL o �\ � �� ,/ � � PULL BOX WITH 2" CONDUIT, WITH PULL WIRE, � � _� � i �� BACK TO ELECTRICAL PANEL. SPARE CONDUIT � ,.. ,. � / SP1 I \ ��-, ;--�' � �� ,�� AND PULL BOXES FOR FUTURE USE BY TOV - ,..., / o � � � -�' FOR SPECIAL EVENT POWER. ,..._. _._,..,. / , � � _.._. 0 5-#10, #10 GRD. 1"C y ' ` _ _. ,OWP � ____..._._.____________-___ � � 3 10 REPLACE EXISTING POLE LIGHT WITH NEW POLE }� ° 1 I /� � LIGHT. UTILIZE EXISTING BASE. CONNECT TO � LC2-38,40 LTS. / � � LC2-52 RECEPT. � , ��_ �� /� EXISTING PANEL. / � 2 � � SP1 11 POWER FOR FUTURE MEDIA DEVICE. o ��-- ` � O v � ��-�� 1 2-#10, #10 GRD. �a"C COORDINATE EXACT LOCATION OF JUNCTION -� BOX WITH OWNER'S REPRESENTATIVE. PROVIDE � -� � 1" CONDUIT TO PANEL 'LC2'. �� LC2-46 � � � - - 7 , TYPICAL SP1 12 JUNCTION BOX FOR MEDIA DEVICE DATA % 10 � / ' - _ _ / % O CONNECTION. PROVIDE A 1" CONDUIT FROM j SP1� i � 13 , TYPICAL _ �� JUNCTION BOX TO WELCOME CENTER IT ROOM. R E V I S I O N S / J Q �y � � i,� � �3 MOUNT TYPE 'W' LIGHTING FIXTURES TO BUS NO. SHELTER COLUMNS AT 90" AFF. o " WP 4 W Wn LC2-32 � 14 EXISTING ELECTRICAL EQUIPMENT PANEL 'LC2' 1 11.07.11 100%DDSEf � � / � p p I / � � 2 12.02.11 60%CD SET � �- - � � 2-#10, #10 GRD. �a"C ' � 12 I I I 15 � RELAY PANEL, CT CABINET, ETC) TO BE � 3 1.27.12 PROC'�RESSSET MOVED SO THAT THE EQUIPMENT DOES NOT � LC2-35 -� � I I � � 4 2.15.12 BIDSET EXTEND ABOVE THE EXISTING RETAINING WALL. � LC2-39 � 11 D 16 D � WP j EXTEND EXISTING CIRCUITS TO REMAIN TO NEW 5 3.08.12 PERMITSET a. \ � \� I I / PANEL LOCATION. REFER TO DRAWING 3, ' � � � II j , � SHEET E-300. 3 3.08.12 ADDENDUM3 - g` � �� l �5 POWER FOR NEXT BUS SIGNAGE. VERIFY ° � \ �P ----- ----_J� / i MOUNTING HEIGHT OF JUNCTION BOX WITH 6 4.06.12 100%CONST.DO(;. J � 4 WP WP _ - � / OWNER PRIOR TO ROUGH-IN. I 4 4.06.12 CI-IANGE ORDER 1 � � � W� �P . � � LC2-37 I �g JUNCTION BOX MOUNTED ON CEILING OF THE �� \ � \ C 2-4 8 , BUSH SHELTER FOR SE CURITY CAMERA. � � 3-#10, #10 GRD. �a"C � � 1 PROVIDE 1�2" CONDUIT FROM J-BOX TO � LC2-31,33 � � MEDIA DEVICE FOR PATHWAY TO WELCOME � � � � � CENTER. D R A W I N G � ; � �� 7 POWER FOR ELECTRIC HEAT TRACE IN GUTTER T I T L E : G � LC2-42,4 LTS. / AND DOWNSPOUT. REFER TO ARCHITECTURAL �\ � LC2-54 ECE^. / � I j SHELTER PLANS FOR EXTENT AND LOCATION nqn u �2„� �( SP1 OF HEAT TRACE. EAST IVV'1LL \, � �� ' , , �; ; PLAZA �;, \ � 5— ,o, , GRD. 1�� ' EL E CT� CAL � \�'��, �� ; ,, � ' � PANEL ��2� � —�- ' SI TE PLAN � ` � �? __ �, - �' DRAWI NG � J � ��-�,_� $ ' WP WP 5 N � : o � 14 O 1 WP WP O � � O gEAUDIN � , � LC2-50 EAST MALL PLAZA ELECTRICAL SITE PLAN CjANZE / � / LC2-34,36 � � � TO UTILTY SCALE• 3�32" = 1'-0" Consulting Engineers, Inc. � TRANSFORMER Vail: (970) 949-6108 COPYRIGHT 2011 Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � NOTES : 1. ALL TYPE 'SP1' TOV POLE LIGHT'S • . RECEPTACLES AT TOP OF POLE SHALL BE •� pQ �Je '. CONTROLLED BY TIMECLOCK/PHOTOCELL. • �� ,.�p"S• ,�.�Y�, . RECEPTACLES AT BOTTOM OF POLE LIGHT • SHALL BE UNSWITCHED. ,- �: �: 2. PROVIDE #10 AWG CONDUCTORS TO ALL ; . PO�E LIGHTS AND RECEPTACLES. . -o �. �.;i�pr ' . 90�� ...J e1�, `�� . '� `��'�o�A�.�'E''G .. FLAG NOTES : � O1 POWER FOR LIT PILLAR. O2 EXISTING EQUIPMENT MOUNTED ON STEEL ' CHANNEL FRAME. � O3 EXISTING POLE LIGHT TO REMAIN. MAINTAIN � ' POWER AND CONTROLS TO POLE LIGHTS. �u1 i''�5 �;��`� I I r'+�t F�; L� -�� `� LP2-13 �H I ' L-- � _ --_-1 O4 POWER FOR NEXTBUS SIGNAGE. 1 � SP1 --� �� O POWER FOR IRRIGATION CONTROLLER. ��ICV�RKS LP2-13 ° % � � V� CO�� eP I � %/ � O � �\ 6 RELOCATE EXISTING POLE LIGHT. PANEL �P2 , I'� ;'� i _ �- t:970.479.2158 P � � / � LP1 9 ENGINEER 34510 US.6 UNITA-9 4 � / � EDWARDS,CO 81632 P P B � \�� t:970.926.3373 \, 4 � % `x.. �\ ARCHITECT PO BOX 8258 LP2-11 I / � BRECf�NRIDGE,C080424 � �� / S2 S2 S2 LP2-13 I j '��._ �\ � t:970.453.5878 �. ♦ � �------ � ��..� �V �� 3507 RIf�JGSBY CT, STE 117 � LP2-13 � � / �� A DENVFJ�,CO 80216 � EF MOTORIZED � �`��-. A� �� t:�.�.�gg e DAMPER � � _________ � ENC�NEER 110 E.BEAVER CRK BLVD. POWER FOR � �` �� STE202 MECH. �� `�� AVON,C081620 CONTROLS J SP_1�_ , �\ �\ t:970.949.6108 �"S LP2-15 �.�,� ��... � � LP2-13 � , , ��.. �� ENGINEER 1169 HILLTOP PKWY o�.�.l_��_ 1� � ��, A� �� 4 5-#10> #10 GRD. 1'C STEZpgq �� `� \ \ STE�V�BO�T,CO 80487 , `-.� \ � J _ 1"�� t:970.&167970 , \ \`__ ��.�SP1 � �� '.� / � LP1-1,3�(LIGHTS)� DESIGNER P.�O.�BOX2NG&ENG � LP1-11 RECEPT. �.� � `� � � � '�� 2-#12, #12 GRD. �a"C fWLLS,WY 82644 �j \ �� t:307.315.8054 1 � `.� LP �� I � 'i �� i � i - B 0 I L E R R 0 0 M E N LA R G E D P LA N 2—#�o, #10 GRD. �a"� ; � '�, L L L ,,�x I ' �� W 2 „_ ,_ „ � ', �� SCALE: 1/2 -1 0 � , �� LP1 i 7 � �� $ \ � � � J � MECHANICAL EQUIPMENT SCHEDULE CHP ► I' � ( ) � � � � - MARK DESCRIPTION VOLT/ HP/ FLA MCA SAFETY FEEDER CIRCUIT SPECIFIC NOTES I I� L � PHASE WATTS SWITCH � � � I� LIGHTING CONTROL PANEL W � — B-1 BOILER 120/1 <20 2-#12,#12 GRD. LP2-1 � �� i � }+ � EF-1 EXHAUST FAN 120/1 200 W 2-#12,#12 GRD. LP2-3 III . � 1 � ; (E) METER� � � Q3 U 208/3 1-1/2 HP 3 3-#1 , R ,9 � � O � � \v � � � x LP2-2,4,6 1 � �� \ / x LP2-8,10,12 � � EXISTING UTILITY TRANSFORMER O � x P-4 PUMP 208/3 1-1/2 HP 30/3 3-#12,#12 GRD. � � LP2-14,16,18 / % L� LP2-20,22,24 SP1� %� � � 1 � UH- UNIT H TER 20S/3 3000 W 4-#12,#12 GRD. LP2-26,38,30 '--__ T � -_,_ � (E) PANEL LP1 � � � ' �J — � GENERAL NOTES: � `�'� � � A. SEE MECHANICAL AND ELECTRICAL SPECIFICATIONS MOTOR STARTER COORDINATION. o B / � `� 6 C. � D. � 0 = SPECIFIC NOTES: � � ��) � �� (3) � 4 , � REVISIONS J �� NO. � J � �d=��°' / 1 11.07.11 100%DD SEf � � � 2 12.02.11 60%CD SET - �--�` 3 1.27.12 PROC'�RESS SET � ,�� REFER TO DRAWING 2 THIS �� 4 2.15.12 BIDSET SHEET FOR BOILER BUNKER �� 5 3.08.12 PERMITSET � ENLARGED ELECTRICAL PLAN. / O 1 3.08.12 ADDENDUM 1 � � � 3 3.08.12 ADDENDUM 3 n 6 4.06.12 100%CONST.DOC. 0 4Q 4.06.12 CHANGE ORDER 1 o � o � 0 � , � � � o --°-_ o � � DRAWI NG � �� \ � TITLE : o �-- �I �_-_-� \`--------------- ------------------------- TO UTILITY CONCERT � / -� CIVIL PF ANSE FOR FER TO HALL PLAZA j L � DISCO NECT ICE �o�AT�oN. EL E CT F� CAL � I � �, SI TE PLAN � � � ��n I CONCERT HALL PLAZA NORTH ELECTRICAL SITE PLAN CONCERT HALL PLAZA ELECTRICAL SITE PLAN � � i 3 _ _ � DRAWI NG �`� SCALE: 3/32" - 1' 0" SCALE: 3/32" = 1'-0" N O : �,� � ° � gEAUDIN � � �� Cj ANZE � z�, I � � Consulting Engineers, Inc. / Vail: (970) 949-6108 COPYRIGHT 2011 � � � Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � � Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com C� NOTES: 1. LIGHT LINEWEIGHT INDICATES EXISTING TO 4� ��(; REMAIN. ,r,� .•'�"�`' .�.°�� 2. NOT ALL DEVICES SHOWN FOR CLARITY. ` Z�: � '- �-�� =� � o,�,�•.. �,..+'�,�c,`'�' ��, •••........• �,ti - - �'��A��'� i� �� —� �� ,\ 5 ! 6 � 7 �� ( g `i P�1 �'��, ��`~� I I ;''� F�— L:� -�� C I�� r.oF Pu�ic vu�s � � � � ��Eua-�N owvE VAI L,CO 81632 i i i i t:970.479.2158 TENGINEER 34510 U.S.6 UNITAr9 i i i i EDWAR0.S,CO 81632 - GRADE t: . . 12,711 AIC i i i i ARCHITECT PO BOX 8258 BRECI�NRI DGE,CO 80424 0 t:970.453.5878 PANEL PANEL PANEL � � � � � 'P1' 'P2' 'P3' - - - - - - - � P2-2 - - - - - - - - - - \ /`1 1 3507RINGSBYCT, STE117 N i i G F G F i � / DEM/FR,CO 80216 F1 � 1 2 P 2-2 � t:303.292.3388 CT CABINET • • i i P P P � P� � P ENGINEER 110 E.BEAVER CRK BLVD. STE 202 BASEMENT o P?-2 P 6 � P�_, AVON,C081620 i 6 t:970.949.6108 ENGINEER 1169 HILLTOP PKWY � � � � S 2 � S 2 STE 206A � STEAIVBOAT,CO 80487 2 EF 2 t:970.846.7970 i i i DESIGNER CONSULl1NG&ENG P.O.BOX2117 i i B� � MI LLS,WY 82644 2 B t:307.315.8054 x - 2 2 � i i i x P eP � EXISTING FRTB , , B P Sz , 2 2 �2 � ELECTRICAL ONE-LINE DIAGRAM e e WH 4� °� � 2 B � SCALE: NONE � � � 1 � B P � I i i _ e e i � �2 I � �� - �I �� o EF S2 � MECHANICA� S2 _ . _ � 00]. � � � - - - - �H i - - - - - - - - - - \ B \\'� 1 i - - - - - - i - - - � 1 �_i � � PANEL 'P3' � % � � � PANEL: P3 EXISTING VOLTAGE: 120/208V, 3PH,4W � P2-4 — � � 36 38 40 � � � MINIMUM BUS: 400 ' ,2 W�' �� LOCATION: FRTB BOILER ROOM MAIN: MLO � - - - 42 - - - - - - - - - �+ � .� � ., �' l� � — � MOUNTING: SURFACE MINIMUM AIC: 22,000 , �,i -� �, LOAD BREAKER BUS BREAKER LOAD PANEL �PZ� � � � >, No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. ^` � A B C POLE TRIP A B C TRIP POLE A B C ( " � + E s2a z � � PANEL 'P1' � `' zi � � ;� 3 + 15 3 E PUMP,P-2(2) $2$ a I - 5 + E azs s I TELECOMMUf�ICATIONS Q - � + m sza a i � TERMINATION BOARD i �.. � 9 + 15 3 M PUMP,P-2(2) 828 10 I � I I 11 + M 828 12 � �, �s + M a2a �a CT CABINET AND ELECTRIC METER. � � 15 + 15 3 M PUMP,P-2(2) 828 16 ^, � � 17 + M 828 18 ■� � 19 + M 828 20 J v N 21 + 15 3 M PUMP,P-2(2) $2$ 22 U 23 + M 828 24 �� O O 25 1500 M + M 828 26 � 27 1500 M BOILER,B-1 (2) 3 20 + 15 3 M PUMP,P-1 (2) $2$ 2$ O 29 1500 M + M 828 30 � 31 1500 M + M 828 32 / � 33 1500 M BOILER,B-1(2) 3 20 + 15 3 M PUMP,P-1 (2) 828 34 Q 35 1500 M + M 828 36 U 37 + 38 W 39 + 40 U 41 + 42 " EXISTING FRTB m � FEED THRU SUBFEED FEEDER GENERAL NOTES: LOAD TYPE PANEL TOTAL DEMAND fEEDER TOTAL E L E C T R I CA L BAS E M E N T L E V E L R E V I S I O N S � TOTAL TOTAL SUBTOTAL A � U (L)LIGHTING 0 0 125% 0 B. / (R)RECEPTACLES 0 � NEC220 0 C. N 2 ' (LM)LARGEST MOTOR 2484 2484 25% 621 0. ALE: 1 4�� — ��-O�� (M)MOTORS(ALL) 28872 2a8�2 100% 28872 E. Mp � (E)EQUIPMENT 6984 6984 100% 6984 SPECIFIC NOTES: � 11.07.11 �W�0��_ � A APPLIANCES 0 0 0 0 (1) EXISTING LOAD 2 �2-A1G.�� W�0 W� N � PANE�TOTAL(KVA): 36.5 (2) NEw�oao oN exiswc PnNe� 3 3 1.27.12 N PANEL TOTAL(A): 101 �4� 5 5 3.08.12 BIPERMIT SET � Q 3.08.12 ADDENDUM 1 � Q 3.08.12 ADDENDUM 3 6 4.06.12 100%CONST.DOC. � MECHANICAL EQUIPMENT SCHEDULE (TRANSIT BLDG.) � 4� 4.06.12 CI-IANGE ORDER 1 ° MARK DESCRIPTION VOLT/ HP/ FLA MCA SAFETY FEEDER CIRCUIT SPECIFIC NOTES U PHASE WATTS SWITCH � ,� B-2 BOILER 208/3 <20 30/3 4-#10,#10 GRD. P3-25,27,29 ,� P3-31,33,35 � P3-26,2s,3o D R A W I N G P-1 PUMP 208/3 1.5 HP 30/3 3-#12,#12 GRD. p3-32,34,36 T I T L E : � � P3-2,4,6 in P-2 PUMP 208/3 1.5 HP 30/3 3-#10,#10 GRD. P3-8,10,12 FRTB Sno�umelt � P3-14,16,18 w P3-20,22,24 ' �ystem �� , `-�" GENERAL NOTES: n� ry AMA > A. SEE MECHANICAL AND ELECTRICAL SPECIFICATIONS MOTOR STARTER COORDINATION. rl ridr � � B. PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP. � C. PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING. �n D. o sPeciFic Nores: D R A W I N G � (1) CORD AND PLUG CONNECTION N O : o �2� � (4> EAUDIN � Cj ANZE � i � � Consulting Engineers, Inc. � .� Vail: (970) 949-6108 COPYRIGHT 2011 � Lake Tahoe: (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � Fort Collins: (970) 221-5691 j Albuquerque: (505)323-9070 www.bece.com � D� L�� LIGHT POLE Q •• �. ,R `�,' '�i3' HANDHOLE COVER. ' WIMAX ANTENNA (BY y: OTHERS) GROUND LUG. ��i. �y�^{�'�� I ti BASE COVER. '��C`�,��...��\� 0 �A . ANCHOR BOLTS. - 125 AMP, 208Y/120V, 3� 125 AMP, 208Y/120 VOLT, COMBINATION UTI�ITY 3�b, 4W, 24 SPACE I FINISH GRADE. . METER/SERVICE DISCONNECT. PANELBOARD, NEMA 3R. ol I:, � �a I I � � a . � �'.Id l` � ( _ PLANTER ARM BANNER ARM If l � I.. b�a. � LP2 4 i i I.I:lo � � . c °° ��1 +��'ti �`,��`� I I r+�t �; L� -�� On f a °'�' ,o, i `� '� - 80�3 46 64 Iv�� I�I qa� o v �9 4 DEFf.OF PUBLICV�F2KS I I � ��P I�o HALF—SWITCHED V�CO� 8�� T ISC: 2,352 A �� ` � � I I I �, o I �.� � I I jal ° RECEPTACLE FOR HOLIDAY t:970.479.2158 LIGHTING, INSTALLED WITH �� °lol 1 � � I I ° : IN—USE WEATHERPROOF � I° . � � � �� . b � � 2500 PSI CONCRETE. COVER. CONTROLLED BY ENGINEER 34510 US.6 UNITA-9 � d I �� ° I 1 �� SAME PROGRAM AS LIGHT ��°�81� � # p4� t � � 4 � � o FIXTURE. DIRECTIONAL SIGNAGE (BY t:970.926.3373 �o #8 GROUNDING ELECTRODE ,°� a f I.�a�o�a . I I � ° OTHERS) qR��-�� ppgpX8258 _ �, 4� f � � l l.. °Iol . I I I .. o a BRECf�NRIDGE,CO80424 �� 4 � I o. I I WATER SERVICE I.A.W. 1 . I I I oa �� t:970.453.5878 4—#4, 2"C 4—#4, #8 GRD, 2"C N.E.C. 250-52 �� . �. � � � �� ° a . a � ol � Idla � Io. . 20 LF. OF #4 CU � .I oo j j °I`I I �f o4 a 3507 RINGSBYCT, STE 117 E N C A S E D I N M I N. 2" O F - a I �d � � � a #4 V E R T I C A L R E B A R S (6 R E Q'D). DENVFJ�,CO 80216 CONCRETE. I.A.W. N.E.C. ° 4 j lo°I I I°' ��--, t:3p3.2g2.33gg 250-52 � III : " °. �. o I a � �a a° �, . . PROVIDE (1) 1" CONDUIT WITH BRANCH ENC�NEER 110 E.BEAVERCRKBLVD. �� I4� �� ol I o o J�� . ° I I � CIRCUIT CONDUCTORS, AND (1) 1" °� a ° I I I a o �� SPARE CONDUIT. AVON,C081620 B O I L E R B U N K E R E L E C T R I C A L O N E— L I N E D I A G R A M o , ° °� � � � ° o t:970.949.6108 1 4 ° I I I � GROUND ROD. � ENGINEER 1169HILLTOPPKWY � � SCALE: NTS ' � w .l l�==p.�-�`c =_� � j CONDUIT FOR LIGHTING/HOLIDAY STE206A 4� 4 � ° � � RECEPTACLE. STE�V�/BQAT,C080487 i L--=-��- ----- � 8>,x8" WIRE BASKET. � t:970.8467970 �e: . . c � . CONDUIT FOR COMMUNICATIONS & P a �--`�- ' �-� � LOW—VOLTAGE CABLING. � I DESIGNER CONSULl1NG&ENG � Ia . a l I.-.--.----,--�-.) v � P.O.BOX2117 I -�,: ° �o . I . .° I fWIlS,WY 82644 o� �—_--_--�z� ° I X CT CABINET 4 a o- a . L_ _ t:307.315.8054 a� ... �. � � X 250 AMP, 208Y�120 VOLT, a.� : . � °°� � o� �a � � UTILITY METER 3�, 4W, 64 SPACE ` J PANELBOARD, NEMA 3R. 4 ao ° a ° 4° 4 � � LC2 ° � � ��' M 24" DIA. �'' ISC: 3,171 A � N � #2 GROUNDING ELECTRODE �� ° POLE BASE DIAGRAM POLE-TYPE LIGHTING FIXTURE DIAGRAM � - NO SCALE C NO SCALE A � � Q — O O ^, ' W � � = �5/8"DIA x 8 FT. GROUND �� ,� 4—#250KCMIL, 3"C 4—#250KCMIL, #4 GRD, 3"C ROD. I.A.W. N.E.C. 250-52 � > I„ � � � � i----- P �� EAST MALL PLAZA ELECTRICAL ONE— LINE DIAGRAM j � PANEOCELL MOUNTED ABOVE � � > U 1 = > � -J SCALE: NTS � � � � � SYSTEM CLOCK I �� TC I � � � � o � �o � r� w � }� o I 0 � I � / °' POWER � 0 Q TYPICAL v EXISTING 200 AMP, �—' �208Y/120 VOLT, 3�, 4W � LP1 PANELBOARD, NEMA 3R. 120V m DOUGLAS PROGAMMABLE LITEPAK � � PANEL RELAY M PANEL #WPAK16-3351—S � � 'LC2' CT/METER PANEL R E V I S I O N S / �; � WIREWAY FOR i�� o � �' EXISTING CIRCUIT EXTERIOR 1 11.07.11 0 � 2 12.02.11 60%CD SET � SPLICES. �RECEPTACLES L EXTERIOR LIGHTING CONTROL DIAGRAM - LCP � � � � � = B 4 2.15.12 BI D SET 0 o NO SCALE TYPICAL FOR BOTH EM & CHP � � 0 5 3.08.12 PERMIT SET a. � o o � 3.08.12 ADDENDUM 1 -- — -- -L------ � --------- ----- — --------- ----. ----- 3 . . 2 — —. —— . _-- -— 6 4.06.12 100%CONST.DOC. J' 4Q 4.06.12 CI-IANGE ORDER 1 �� NOTES : �� MOUNT ELECTRICAL EQUIPMENT SUCH THAT NO �, PART OF THE EQUIPMENT OR MOUNTING � STRUCTURE EXTENDS OVER EXISTING WALL OR D R A W I N G � WINDOWS. T I T L E : G � ��IC�� EAST MALL PLAZA ELECTRICAL EQUIPMENT ELEVATION CONCERT HALL PLAZA ELECTRICAL ONE— LINE DIAGRAM Qr��j�; � 2 3 SCALE: NTS — SCALE: NTS > Diagram � � ,� � �' DRAWI NG � NO : 0 0 � gEAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � D� L(� PANEL: LC2 VOLTAGE: 120/208V, 3PH, 4W ,,,� ••'R"�'• •,,'�S MINIMUM BUS: 250 LOCATION: EMP-ART WALL MAIN: 250/3 CB Z's MOUNTING: SURFACE MINIMUM AIC: 22,000 LOAD BREAKER BUS BREAKER LOAD 4 :� ��#'1 'j � No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. �y, , ��>�_ A B C POLE TRIP A B C TRIP POLE A B C r"� + : f.'�j/ 1 840 L BUS STOP PYLONS 20 1 + L 520 2 fi,�(��!. �.• y 3 250 E RELAY CABINET 20 1 + 20 2 � (E)POLE LIGHTS 520 4 1�"!•+l��4��i �,� 5 1000 E SPEC.EVENT RECEPT. Za 2 + 20 1 R E UPPER POLE RECEP. 500 6 - ��AL�� 7 1000 E SPEC.EVENT RECEPT. + 20 1 R E UPPER POLE RECEP. 750 8 . � 9 750 L HOLIDAY RECEPT. 20 1 + 20 1 R E UPPER POLE RECEP. 750 10 � 11 500 E E TOV PHONE NODE 20 1 + 20 1 R E LOW POLE RECEPT. 500 12 13 390 L + 20 1 R E LOW POLE RECEPT. 500 14 15 390 L �E)POLE LIGHTS 20 2 + 20 1 R E LOW POLE RECEPT. 500 16 17 500 E SPEC.EVENT RECEPT. 20 1 + 20 1 R E LOW POLE RECEPT. 500 18 19 1000 E SPEC.RECEPTACLES 20 1 + 20 1 R E LOW POLE RECEPT. 500 20 21 500 RECEPTACLES 20 1 + 20 1 R E LOW POLE RECEPT. 500 22 � � 23 SPARE 20 1 + 20 1 R E LOW POLE RECEPT. 500 24 ��1 1'',5 I;�t� I I r't �, L� —�� 25 10000 E + 20 1 R E LOW POLE RECEPT. 500 26 27 10000 E EVENT POWER 3 100 + 20 1 R E LOW POLE RECEPT. 500 28 29 10000 E + 20 1 R E LOW POLE RECEPT. 500 30 31 1000 L HOLIDAY RECEPT. + 20 1 E HEAT TRACE 1 500 32 ��IC�S 33 1000 L HOLIDAY RECEPT. 20 2 + 20 1 E SPEC.EVENT RECEPT. 1000 34 ��-�� 35 250 L HOLIDAY RECEPT. 20 1 + 20 1 E SPEC.EVENT RECEPT. 1000 36 V�L,�8��2 37 150 L BUS SHELTER LTG 20 1 + L 260 38 t:970.479.2158 39 500 E BUS SHELTER MEDIA 20 1 + 20 2 � POLE LIGHTS 260 40 41 500 BUS STOP PYLONS 20 1 + L 325 42 43 SPARE 20 1 + 20 2 � POLE LIGHTS 325 44 ENGINEER 34510 U.S.6 UNITPr-9 45 SPARE 20 1 + 20 1 E SPEC.EVENT RECEPT. 1500 46 E��'�81� 47 SPARE 20 1 + 20 1 E RECEPT./NEXT BUS 860 48 t:970.926.3373 49 SPARE 20 1 + 20 1 E IRRIGATION CONTROL 150 50 51 SPARE 20 1 + 20 1 R UPPER POLE RECEPT. 720 52 �G�I�� XHZ� 53 SPARE 20 1 + 20 1 R UPPER POLE RECEPT. 900 54 B��N��,��}24 55 SPARE 20 1 + 20 1 SPARE 56 57 SPARE 20 1 + 20 1 SPARE 58 t:970.453.5878 59 SPARE 20 1 + 20 1 SPARE 60 61 + 62 35p7I�INGSgYCT, STE117 FEED THRU SUBFEED FEEDER GENERAL NOTES: �� 16 LOADTYPE PANELTOTAL TOTAL TOTAL SUBTOTAL DEMAND FEEDERTOTAL A. NEMA3RENCLOSURE t..�.�.Z9Z.�.3.�SS (I�LIGHTING 6980 6980 125% 8725 B. (R)RECEPTACLES 8620 8620 NEC 220 8620 C. (LM)LARGEST MOTOR 0 � 25% o o. ENC�NEER 110 E.BEAVER C�K BLVD. (M)MOTORS(ALL) 0 � 100% 0 E. S�� (E)EQUIPMENT 39760 39760 100% 39760 SPECIFIC NOTES: AVON,C081620 A APPLIANCES 0 � 0 0 (1) PROVIDE 30mA GFCI CIRCUIT BREAKER t:970.949.6108 PANEL TOTAL(KVA): 57.1 �2� �s> ENGINEER 1169 HILLTOP PKWY 159 �4� �� PANEL TOTAL(A): 5 STE�N/gQl/�T,CO80487 t:970.&16.7970 VOLTAGE: 120/208V, 3PH,4W DESIGNER CONSULl1NG&ENG PANEL: LP2 P.O.BOX2117 MINIMUM BUS: 125 ��5,Wy g�q4 LOCATION: BOILER ROOM MAIN: 250/3 CB t:307.315.8054 x MOUNTING: SURFACE MINIMUM AIC: 10,000 x x LOAD BREAKER BUS BREAKER LOAD No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. �� A B C POLE TRIP A B C TRIP POLE A B C I 1 500 B-1,BOILER 1 20 LM 792 2 � 3 200 M EF-1 1 15 20 3 LM P-4 792 4 Ax �, 5 288 M LM 792 6 � � 7 288 M P-3 3 15 M 792 8 � rr� � 9 288 M 20 M P- 79 0 11 136 L LIGHTING 1 20 M 792 1 Q I 13 720 R RECEPTACLES 1 20 M 792 14 4 � N 15 250 E MECH.CONTROLS 1 20 20 3 M P-4 792 16 17 SPARE 1 20 M 792 18 � 19 SPARE 1 20 M 792 20 N �I 21 20 3 M P-4 792 22 ^1 � 23 M 792 24 �� — ■� � 25 + E 1000 26 W — 27 + 15 3 E UH-1 1000 28 � � � Q 29 E 1000 30 � � — LOAD TYPE PANEL TOTAL FEED THRU SUBFEED FEEDER DEMAND FEED TOTAL G ERAL NOTES: �� TOTAL TOTAL SUBTOTAL � � U (I�LIGHTING 136 136 125% 170 B. � (R)RECEPTACLES 720 �20 NEC 220 720 C. �� S� 2376 25% 594 D. (LM)LARGEST MOTOR 2376 ^J (M)MOTORS(ALL) 10568 10568 100% 10568 E. •� (E)EQUIPMENT 3250 3250 100% 3250 SPECIFIC NOTES: � \ � U � A APPLIANCES 0 � 0 0 (1) U / PANEL TOTAL(KVA): 15.3 �Z� � � (3) - O c PANEL TOTAL(A): 43 �4� — 5 � -� PANEL: LP1 (EXISTING) VOLTAGE: 120/208V, 3PH,4W � MINIMUM BUS: 225 ' ° LOCATION: CHP MAIN: 250/3 CB � o MOUNTING: SURFACE MINIMUM AIC: `�"'� 0 � LOAD BREAKER BUS BREAKER LOAD i� No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION No. � A B C POLE TRIP A B C TRIP POLE A B C � 1 260 L + 20 1 E CONTACTOR 2 150 2 / 3 260 L POLE LIGHTS 2 2� + 20 1 E E EXISTING 1000 4 � Q 5 720 R UPPER POLE RECEPT. 1 20 + 20 1 E E EXISTING 1000 6 U 7 500 L PILLAR LIGHT 1 20 + 20 1 E E EXISTING 1000 8 LI 9 250 E IRRIGATION CONTROL 1 20 + 20 1 NEXT BUS 300 10 U 11 540 R POLE RECEPT. 1 20 + 20 1 SPARE 12 C� p] 13 SPACE + SPACE 14 � 15 SPACE + SPACE 16 � 17 SPACE + SPACE 18 � 19 SPACE + SPACE 2p R E V I S I O N S � 21 SPACE + SPACE 22 � � 23 SPACE + SPACE 24 � i� 25 SPACE + SPACE 26 1 11.07.11 ��%�� J27 SPACE + SPACE 2$ 2 12.02.11 ��o�S� 29 SPACE + SPACE 30 �,1 31 SPACE + SPACE 32 3 1.27.12 ��S� � 33 SPACE + SPACE 34 � 35 SPACE + SPACE 36 4 2.15.12 BID � 37 650 L + L 750 38 5 3.08.12 ��T.�� 39 650 L �E)MONTEROS LTG. 2 20 + 20 2 � (E)POLE LIGHTS 750 40 1 3.08.12 ADDENDUM 1 � LOAD TYPE PANEL TOTAL FEED THRU SUBFEED FEEDER DEMAND FEEDER TOTAL GENERAL NOTES: 3.�$.�2 AppENpUM 3 _ TOTAL TOTAL SUBTOTAL A. EXISTING PANEL TO BE RE-USED 3 M ��1t��T IVY� (l)LIGHTING 3820 3820 125% 4775 B. 6 4.06.12 �W��O�..ln�h.7 i.ul.n�. G? U (LM)LARGEST MOTOR 0 � 25% 0 D. (R)RECEPTACLES 1260 1260 NEC 220 1260 C. 4 4.06.12 CI-IANGE ORDER 1 O (M)MOTORS(ALL) 0 � 100% 0 E. C� (E)EQUIPMENT 3400 3400 100% 3400 SPECIFIC NOTES: A APPLIANCES 0 � 0 0 (1) �� PANEL TOTAL(KVA): 9.4 �Z� � (s) PANEL TOTAL(A): 26 �4� D R A W I N G � s TITLE : � G � ��IC�� dn� SC�'1�U��S LS � > � � :� � �' DRAWI NG � NO : 0 0 � gEAUDIN � Cj ANZE � i � �� Consulting Engineers, Inc. ' Vail: (970) 949-6108 COPYRIGHT 2011 O Lake Tahoe (530) 550-7334 project No:9073.00 � Denver: (303) 278-3820 � m Fort Collins: (970) 221-5691 / Albuquerque: (505)323-9070 www.bece.com � 4 � �� 5 11��:�1 � �l �r1 � � �` � � A � T � C � � � f� 4 � �� 5 11��:�1 � �l �r1 � � �` � � A � T � C � � � f� 4 � �� 5 11��:�1 � �l �r1 � � �` � � A � T � C � � � f� NOTE, CLEFlN FILL ONLY REMOVE ROCK AND DEBRIS EACH RISER NAS A MAXIMUM RATING OF 10 GPM=600 GPH FROM TRENCH AND FlLL BEFORE BACK FILLWG. WITCH IS EQUAL TO 600 XB-�0 DRIP EMBITfERS.TUBING TREE MINIMUM DEPTH LENGTHS TO BE LIMITED TO 300'IN EACH DIRECTION WET DOWN TRENCHES TO AID IN COMPACTION 18�� MI N 3��AND SMALLER DURING BACK F�LL PROM RISER LOCATION.NPICAL INSTALLATION INCLUDES DRIP ZONE � , � \ 3-4 EA.2-0 GPH EMITTER PER TREE Z4�� M I N 4�� 2 EA.0.5 GPH EMITTER PER SHRUB / � GRADE SURFACE �S PER OTHERS GRADE , , a FINISHED GRQDE 1 EA.0.5 GPH EMI7TER PER PERENNIAL. � � � i � TNESE QUANTITY MAY NEED TO BE ADJUSTED FOR SPECIFIC PIANT � / �� , : • . .. •� . . / �e.•�.' ; . . — , , , �\ TYPES,COORDWATE WITH PLANT SUPPLIER FOR WATER REQUIREMENTS. /. //. �/. / ��•� "� ,;..•i,. . •�s //. //. �/. � �\//\ /\/ •��• • \ /\ /\// \// /\��\ - - — `\ `\ ARI 2"3"MULCH LAYER TO COVER TUBING AND EMITTERS AIN BIRD XB..DRIP EMITTER � / ' ; ` : :. �� - "NETAFIM _o� /' / ,\\ \ �1 / . \ \ / BACKFILL 3"DIA,MINUS '�� " � '.o' " �.'e•..y .. /\/ /�— � �,—AIR VENT IF�l4"TUBING IS USED LOCATE EMITTER AT PL�NT FOR .. , . �. . % EARTHEN MATERIAL �' •' '' ' �' �'• BACKFlII � . , 1l4"DRIP TUBING WITH � .,• .6,•. • y y • �� EASE OF IDENTIFICFlTION.USE TS-025 TUBING STAKES TO FABRIC STAPLE � •� � •• •• ' 3"DIA.MINUS ' ; —� �/ \ TUBING STAKE AND COMPACTED GREATER OR EQUAL / . „ • � '�', •��/ / • •►••'• ••e,`'. . . / \\/ _ \\ 24�� \ STANDARD VAWE BOX ANCHOR tl4"TUBING IN PLACE \ XERI BUG EMITTER I I I 1 I TO HOLD PIPE INPIACE ROAD BASE /, I TOSURROUNDINGMATERIAL �'�•� •�`o� .•'P � ,' � . •• � � �a // _ //\ � WIEXTENTION I • ��. • .` �.'.�• • . SLEEVE � ONE ON DISCHARGE END . (95%PROCTOR) . •' �' ` ." '�: � .�• . BFlMINUS EARTNEN M�TERIA "•� •.• �p•,t fOR PIPE SPEC /� �l4"DRIP TUBING o , � . . / �.�. . � ,' �' � - DRIPZ ... ' ' p,. . . ,. . . ; • � L I ;. i.J ....•,: �• ..; . / 24" — —� ' \� 1 BRASS BALL VAWE �� TB-170 BARBED COUPLING \ \ PE ` I OR 3l4"SCREENED GRAVEL • SIZES UP TO 3" / HARCO DI SE VIC� D lE / 3l4"INSERT MALE ADAPTER o \ � � #10 GA TRACER WIRE ' p � i-•�=—�--- - --=x--`'-� . � \�� \ �� \ . /� �d cP° FIGURE"8"ENDCLAMP 1 � TAPED TO TOP OF P�PE COMPACTED GREATER OR EQUAL i � ?4 � / /\ � / IF NO ZONE WIRES I TO SURROUNDING MATERIAL #10 GA TRACER WIRE --�%� `I � — \ #�0 GA TRACER WIRE _ � $ q� R� ,✓ / / (98%PROCTOR) TAPED TO TOP OF PIPE � i / TAPED TO PIPE eV(;M�tN LWE � �o / LATERAL LWES — \/�� \ � � \ � � . q If NO 20NE WIRES � \ ��.� � \� BACK FILL 3"BETWEEN PIPES // �— i � o� / � /' ZONE WIRES APPX.3" i ,_ I n PROM MAIN LINE ZONE WIRES IN � � ' _______.__'- 3/4"Wl1SNED � / \� \i \i � 6"3/4 GRAVEL — e �` �. AND 3"BEDDING MW _�..�_ -� _ _� WIRE SLEEVE �! __� SCREENED GRAVEI ��\ ��\ i�\ ��\ ��\ J 9" 0" . -� � '' � � SPECIFIED \�\/ \/ / / / / ON PROFILE AIR VENT AT HIGH POINT � � �� j\ �'��.�.� / _i I I i /� / / NTS 7"x 3/4"SLIP x �i\\\ - \\\ NETAFIM TECH LINE 0.6GPN x 72"TUBING s°oF�oose uNCOMancTe� s�EEVE � —`3•��-��\ LATERAL TRENCH RECOMMENDATION FiPr so^e�eow �� i — � / suca�vuNE sua�Rnoe -__�.�i.��/\�/��/ BACK FILL/COMPACTION&TRENCH DEPTH SLIPTEE / � — — �/� SPACER BLOCK r ��\ / 'll2"PVC RISER FiueN�soFS�Eeves `� PER ENGINEER,AUTHORITYOROWNER. � � i N �j = '-- — / DRIP20NE y r r WITH 6 INCH OF NON � / / \/ � `` ... � r SNRINKGROUT '�'.i ♦ . I 1"� V � . _L' I �_ w TURF/SHRUB/ PLANTER AREA ROAD/DRIVE PIPE SLEEVE COMMERCIAL RISER FOR XERIGATION\'�\ / ��\\/�\\/��j \ � � TYPICAL MAINLINE TRENCH SECTION FoRnsPHn�T,coNCReTEnN�orHeRHnR� ��' ` NTS SCAPE SURFACES INSTALL MAIN LWE&SIEEVES � DEPT.OF PUBLIC WORKS � 1309 ELKHORN DRIVE VAIL,CO 81632 ORIP 20NE NOZZLE AS PER LEGEND � NETAFIM TECNLINE t:974.479.2158 �� o 0 2"-3"BURY DEPTN SPX-'100 SWING PIPE 6"VA�VE BOX p � o� (CUT TO LENGTH 2'-5'MAX.) FINISHED GRAOE RAIN BIRD EAGLE 700 or75 � � ENGINEER 34510 U.S.6 UNIT A-9 `0 °o�o FIGURE"8"END CLAMP SPX-'100 SWING PIPE �c�� / EDWARDS,CO 81632 (CUT TO LENGTH 2'-5'MNC) — ?"INSERT MALE ADAPTER � � �� .`� ��j� � OTOR � � � � � r r /� �/i� — o - - - � t:970.926.3373 SBE-050 SWING '/ �\//\//\/\ \ / //\// \/ / ////////// / — � /\ /�� - � ?"X 3 l 4"P V C C O M B O T E E SBE-050 SWING BARB ELBOW \/ �� i BARB ELBOW 1 \/ \ /\/ / � �\\/ \ �\ \\ \\ RAIN BIRD DRC \ � �j / ARCHITECT PO BOX HZSH � \ \\ /\/ /� \ PVC LATERAI LWE ?"PVC SWING JOINT / // // /\// - C.�UICK COUPLER `� \�\\ — �/\\ BRECKENRIDGE,CO 80424 ; ANGLE MUST BE BETWEEN \ � \ \ �I \ \ / ROTOR 15°-45'OF INCLINE 1"x 3/4"SLIP x �`� � SBE-075 SWING BARB ELBOW \�/�� /\ �j� t:970.453.5878 � � . � i FIPT 90°ELBOW i°xv2°coMSOSO°ELBOW ROTOR ON SW�NG JOINT �• /. � / PvcauicKCOUa�eR �i PVC SLIP BUSHING �� (END OF LINE ATTACHMENT) X tl2"PVC COMBO TEE VC SIIP BUSNING SBE-050 SWING BARB ELBOW —� S�IP TEE _ _ (TYPICAL LINE REDUCTION) FLOWS GREATER THAN 5 GPM SWING JOWT / � _ t�/ � ?"X il2"PVC COMBO TEE (IN LINE ATTACHMENT) (TYPICAL LWE REDUCTION) 1"X V2"COMBO 90°ELBOW 12"36"REBAR LA RAL I / — � � (IN LME ATTACHMENT) ROTOR ON SWING PIPE (END OF LINE ATTACHMENT) PVC L�TERAL UNE 7^pVC SWING JOINT (SUPPUED BYOTHERS) \, \\\\\\ \\� 3507 RWGSBY CT, STE 117 FLOWS LESS THAN 5 GPM RAIN BIRD 1800 ON SWING PIPE nN��e Musr ee se-rweeN MAiN uNE Pvc TEE COMMERCIAL RISER FOR XERIGATION � / �j // /��j DENVER,CO 8Q216 15°�45°OF INCLWE ��' t:303.292.3388 RAIN BIRD EAGLE 700/750 ON SWING JOINT QUICK COUPLER ON SWING JOINT MEP BEAUDIN GANZE CONS.ENG. ENGINEER 110 E.BEAVER CRK BLVD. STE 202 AVON,CO 81620 t:970.949.6148 STRUCTURAL ENGINEERING DESIGNWORKS MOUNT BOXES PER MFG.WSTRUCTIONS UNISTRUT fRAME FOR REMOTE CONTROLLER JUMBO VAWE BOX ENGINEER 1169 HILLTOP PKWY ?"X 4"NIPPLE LOCAT�ON MOUNT SO BOTTOM OF WITH EXTENSION& STE 246A J IJMBO V�LVE BOX CONTROLLER IS 4 FT OFF OP CONCRETE PAD BRASS BAL� BROWN LID WITH EXTENSION SECURE UNISTRUT vAwE � STEAMBOAT,CO HO4H7 � ' . _ FRAME TO CONCRETE WALL.MOUNT �^ _ _ I N.MULCHED SHRUB BED � ?j'B�SS BALL VAWE // �/ X 4"PVC T.O.E.NIPPLE SEE CONTROL ER CONTROII.ER IN SS STRONG BOX SB-16SSW ' t.97O.H�IB.797O � / DIRECTIONS F i �„ i , O IN INDOOR OR PUBLIC ACCESS LOCATION ---.,, ,,-� �. SCH 40 PVC UNION SLIP �2�- PROPER WIRt G, ' ' � \ \ \ ��/� ' � � � � �� / IRRIGATION WESTERN HERITAGE � �� \\/ � ' GROUNDCON ROLLER f \ //\ � /� \ /� DESIGNER CONSULTING&ENG ?"PVC TOE NIPPLE ---�i� ?"SCH40PVCPIPE 18"44" NSTRUCTION URER � WIRETERMINALJUNCTION \� \�\ �\ �� /, � � � � / P.O.BOX 2117 ?°scH ao avc ao � � � � -�� BOX � (", � � ELBO � .-„�_,� If SWING PIPE IS USED � � � � FOR CONTROLLERS GREATER THAN 12 � %\� �/\\/� \ MILLS,WY IIZE�} �� + ZONES AND RUNS GREATER THAN 250' � 720I240 VOLT � � I I �' ; '� � �� t:307.315.8054 ?"X 6"PVC T.O.E � � � � RUN�8 GAUGE FROM CONTROLLER TO �- ..� ..ii ii iii ��.�af�}�_�_ BY OTHERS JUNCTION BOX AND 14 GAUGE FROM BOX TO .NIPPL ?"X?"PVC SLIP BUSHING IF SWING JOWTS ARE USED I I � � i i I I SYSTEM. �' � � �� ` ' � PVC COMBO TEE SEPER�TE COLORED CONTROL ' \\ \\ \` \` \` \` \` \` \` \` \ ON MAINLIN RAIN BIRD PESBIPEB �� 2"CONDUIT WIRE TO EACN /\/ //\//\// /\//\//\//\//\//\/ ?"PVC SLIP COUPLING �� I I � ZONE VAWE COMMON WIRE IN I� SERIES TO ALl VAIVES(WHITE) RAIN BIRD PESB/PEB ELECTRIC VALVE WITH GATE c�n-vn� ?"SCH 40 PVC UNION SLIP I I � � I I �� . —� FLOW MASTER V�WE TO SYSTEM VALVE AND UNION I I � � � � I I 2"CONOUIT NORMALLYOPEN �� I I �� (2"#136-DG-0IAKC) fEBC0825YA �� FLOOR �� MASTER VALVE �� i i � �� GUARDSHACK ENCIOSURE � � � � I I i i � � I I GS3.3 OR EQUAL O ��''( I I I I I I I I 2"SWEEP � �"x CL"BRASS NIPPLE }J `v � :. ��' �� 6,G_I,:� ;'�°".' �� CONDUIT BRASS TEE wl PWG �{/�� '�.:I� a.I.I4., a ELBOW �/ / /A �J I I ?" x 6" BRASS NIPPLE }j � 1 v ZONE WIRE WILKINS 600 PRV '^ � � O U LS BRASS PLUG OPTIONAI.MASTER VALVE V J � '-' � POWER AND CONTROL�PROPOSED LAYOUT ?"x 6"BR4SS NIPPLE ALL HIGH VOLTAGE CONNECTIONS TO BE eRa,ss rEE � O TO LOCAL CODE AND INSTALLED BY ?° x i2" BRASS NIPPLE a°s�eEVe � }+ L ' LICENSED ELECTRICIAN w /� /�� STANDl1R0 VALVE BOX BRASS COUPLING � BRASS COUPIING � �/ � � t V / �i •� . � a . � .. .� � 39"N-70310 ROD .. d :- '- .o � � U � �J �\�� .�/��i\\�:�\�; ��/\�j\�j/\� �j\\ \/� \ �` �' N � _ 3l4"FEMALE CAP � � � U � �RS , ///� //`// ?"x 24"BRASS NIPPIE ' / \ ?°x 24"BR�SS NIPPIE DESIGN NOTES � ��\,��\,��\, � � � � ■ I I 1"x 3/4"SLIP MAI.E ADAPTER 1. MARY HART DESIGN HAVE PROV�DED ALL BASE AND PLANTING INFORMATION. ANY DISCREPANCIES BETWEEN THE CIVIL, UTILITY, OR LANDSCAPING PLANS AND THESE IRRIGATION PLANS SHALL BE REPORTED BY CONTRACTOR TO PVCSLIP BRASS90°EIBOW � � O 90 ELBOW ?"x 4"PVC T.O.E.NIPPLE � � 0 � OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH ANY FIELD CHANGES TO THE SYSTEM DESIGN THAT ARE MADE WITHOUT WRII-fEN CONSENT OF WESTERN HERITAGE PVCCOUPLING � _ � � wl BUSHING O CONSULTANTS & ENGINEERING (WHCE} AND/OR OWNER. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. ,"S�H4oP�PE BRASS90'ELBOW � i � � TO RPA BACKfLOW ---� FROM TAP MAIN LINE TO V�WES ---� O � 2. ALL EQUIPMENT AND MATERIALS MUST BE INSTALLED WITHIN PROPERTY LIMITS, EASEMENTS, AND LANDSCAPED AREAS UNLESS OTHERWISE SPECIFICALLY NOTED. EQUIPMENT AND MATERIALS SHOWN OUTSIDE OF THESE LIMITS ARE 3"PVCSLEEVE U PVC COUPUNG � ?"x 4"PVC T.O.E.NIPPIE PVC BUSHING }, � PVC SLIP BUSHING � O I L . ?"x 4"PVC T.O.E NIPPLE 3. FOR CURRENT AND PROPOSED UTIUTIES AND SITE WORK, CONTRACTOR SHALL REFER TO CURRENT CIVIL ENGINEERING PLAN. THE LOCATION OF TNESE FEATURES SHALL BE COORDINATED WITH THE PLACEMENT OF ALL PUMPING '°x,"P��S��PTEE VC PIPE � U PVC SLIP SYSTEM COMPONENTS. H-,o283 Bwass o so°ELBOW 1"-2" FEBCO 825YA RPA ASSEMBLY CURB STOP METER AND METER CONNECTION BYOTNERS --� INSTALL RPA W ITH BRASS OR SWEAT COPPER 4. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL INSTALL ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS. FOLLOW THE SCHEDULE IN THE SPECIFICATIONS WHERE SLEEVES ARE SHOWN BUT NOT LABELED. ALL MAINLINE a°SLEEVE THROUGH CONCRETE 1"-2"CURB STOP&BLOWOUT ON 12"MINIMUM DISTANCE FROM BOTTOM OF RPA CONTROL WIRES AND DRIP LINES CROSSING ANY PAVED OR HARD SURFACE SHALL BE INSTALLED IN SEPARATE SLEEVES. SLEEVING INSTALLATION SHALL BE COORDINATED TO BE INSTALLED BEFORE PAVING IS PLACED.COORDINATE MqiN�iNE TO FINISHED GRADE,5 FTMINIMUM DISTANCE FROM METER WITH CIVIL CONSTRUCTION. REVis � oNs 5. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE PLANS AND DETAILS. ANY SUBSTITUTIONS OF EQUIPMENT MUST HAVE PRIOR WRITfEN APPROVAL BY(WHCE)AND/OR OWNER. IF EQUIPMENT IS NO. SUBSTITUTED WITHOUT PRIOR WRITTEN APPROVAL,THE CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE THE EQUIPMENT AT HIS OWN COST IF SO DIRECTED BY(WHCE)AND/OR OWNER. 1 11-07-11 100%DD SET 2 12-02-11 60%CD SET 3 2-15-12 BID SET 6. SYSTEM DESIGNED TO OPERATE FROM SOURCE WITH A FLOW OF 18 GALLONS PER MINUTE(GPM)AT 60-80 POUNDS PER SQUARE INCH ATTHE POINT OF CONNECTION. UNLESS OTHERWISE NOTED ON PLANS,SOURCE FLOW AND 4 4-06-12 100%CD'S WIRE PATH SHALL BE PRESSURE ARE THE RESPONSIBILITY OF OTHERS. �ooPE� uP iNTO va�vE aox WITH ENOUGH WIRE TO EXTEND 2FT MIN OUT OF VALVE BOX � FINISHED GRADE 7. ALL WORK SHALL BE PER EXISTING LOCAL, COUNTY, OR STATE CODE AND IS SUBJECT TO INSPECTION AND APPROVAL BY APPROPRIATE INSPECTORS AND OWNER'S REPRESENTATIVE. 6" STD EXTENSIONS � � ��I � �- 8. ALL PIPE SHOULD BE SLEEVED WHEREVER CONCRETE OR HARD SURFACE PAVING ISTO BE OVERLAID. �YR-3M WIRE CONNECTOR � ` I 11 �.� � i �= 9. SWING PIPE IS RECOMMENDED ON ALL SPRINKLERS UNDER 5 GPM WITN A LENGTH OF 2 FEET TO 5 FEET. SWING JOINTS SHOULD BE USED ON NIGHER FLOWS. sT� v,a�vE Box ��- j��;' � � I ,, � � � , i � 10. THIS IS A SINGLE LINE DRAWING FOR CLARITY AND MULTIPLE PIPES CAN BE PLACED IN THE SAME TRENCH. I� - ` /� � \� 11. PIPE SIZE IS LABELED ATTRANSITION. D R A W I N G MAIN LINE T I T L E : 12. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT RECOMMENDED PRESSURE FOR THE SPRINKLER HEADS AFTER THE VALVE. wiRE�uNCTioN Box NTS 13. DESIGN IS BASED ON APPLYING 2.1 INCHES PER WEEK. I R R I GAT I 0 N 14. ZONE SCHEDULE AND WATERING TIMES ARE BASED ON 100% ET. WEATHER CONDITIONS MAY VARY AND THE ZONE RUN TIMES MAY NEED TO BE ADJUSTED. THE ZONE SCHEDULE DOES NOTTAKE 1NT0 ACCOUNT SOILTYPES AND INFILTRATION RATE. SOIL ABSORPTION RATES IN THIS AREA MAY BE LOW ENOUGH TO REQUIRE MULTIPLE STARTTIMESTO APPLY WATER WITHOUT RUNOFF, I.E.WASTING WATER. D ETA I LS 15. QUICK COUPLER VALVES TO BE FIELD LOCATED BY OWNER REPRESENTATIVE. RECOMMEND ONE EVERY 200 LF ON MAIN LINE. 16. WELLS SHOULD BE PLACED AROUND PLANTINGS FOR IRRIGATION PURPOSES. D R A W I N G 17. DRIP SYSTEM EXACT FLOW CONFIGURATION MAY NEED TO BE ADJUSTED BASED ON WATER REQUIREMENTS FROM PLANT SUPPLIER. AS PLANTS BECOME MORE ESTABLISHED, FLOWS AND RUN TIMES MAY NEEDTO BE READJUSTED. N O : 18. DUE TO LOW WATER REQUIREMENT OF PLANT, NATIVE PLANTS SHOULD BE PLACED ON SEPARATE ZONES. E M P C H P Western Heritage 19. INLINE DRIP TUBING DESIGN FOR ANNUAL OR PERENNIAL BED AREAS. ON A 12"x 18"ROW SPACING WITH .4GPH EMISSION DEVICES. n * �' n X . C�nsulting & Engineering I— 2 1 20. ALL PIPES CAN BE RELOCATED TO AVOID UNFORESEEN OBJECTS. 307.315.so54 Po aox 211� O ryan@westernhce.com Mills,WY 82644