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"+, � /� % � WALL TO REMAIN � REPLACE EXIST1NG ��C(�� 883 � ° °� a ENGINEER 34510 U.S.6 UNIT A-9 /� , CONCRETE WALK WITH �� L 4 a_ a a EDWARDS,CO 81632 �`�°�-� / / ,� ; '�� SNOWMELTED CONCREIE�� '( )� � �g � � ��° / \ � REc STRUCTURAL ,� ` 2 . � � � a �i', EXISTING t:970.926.3373 � � � % / HANDRAIL � � � 8188 a � � � LANDSCAPE MARY HART DESIGN LLC _--- � / / � \ : TERMINATIONS. RE: � � � =_' � �°'� I � � ! ^ _, y LANDSCAPE AND / �� °a \\� G a N a . . 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REMOVE AND , o+�o � SpR35 pVC CLAY DAM � ` ,Ti� /� � _ - �� - �� - • -o"S—�"s—�.� �E=°' EXIST. GAS LINE STRUCTURAL ENGINEERING DESIGNWORKS REPLACE CURB & 4 � 3,0°/� V 4"=8161.8' � i� � � �Q � - ' -TgL—TSi—TBL—�',:'r- - EXIST. PHONE LINE ENGINEER 1169 HILLTOP PKWY \ / � � �v� GUTTER DUE TO UTILITY ' � - „ _. y 9�� - - � /� � STE 206A w r� & STORM INSTALLATION � m � ,- � � �� ; � � / -s�►—sa�►—sa�►—s�- EXIST. SEWER LINE STEAMBOAT,CO 80487 � �� ;� `y,WA� ��, � .--- � � �,Q� � / t�97�R4Fi 797� I � � , � C NNECT 4 f LOOR \� -y" y - �// \ � / ' iIAT—IIAT—IIAT—IIAT— L � EXIST. WATER LINE � � IRRIGATION WESTERN HERITAGE / INSTALL CLEANOUT � - » .� -, 9- � — — — — — — — — — — — � I / .��" � D IN TO 4 SOUD � � ' DESIGNER CONSULTING&ENG �� TYPICAI.-� , , � FO NDAT10N DRAIN ��,�' � ; .-' �� / � � � � �Q`�'� I ,� / _�_�_�=E'"5= EXIST. WATER SERVICE P.O.BOX 2117 . � Y�--`�� INV. 8161.6 � / / � ►� � ►n EXIST. JOINT TRENCH MILLS,WY 82644 '� W 4~ S RVC a — - - - — 35 � � �AT �°� � � � �i SOLID , � � �" , � � t:307.315.8054 �� p wA� � /�%� I _ _ _ _ _ _ / � � � �Q /�� ` y EES �s �s EES EXIST. ELEC. SERVICE I LE_ � w� �( � / w t" - - � __ ', _ ° �' � E '� , �� ` � �� \ ��, �� , ` ' ��. 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'�• ' :��, CO� � TYPICAL -� � TEL-�� TEL� � � � �� U T TO SOLID, INSTALL CLAY DAM �� , TEL ELE L Q w A I F.G.=8165.0' �� . � r' TEL� � - ,-° __ --� _- �e � �. � � A ELE� - - � �+ L- — � _ ' � � _ 1 W INV=63.4� �, �. �1 �---- TE�� TEL�—�� ?,� — TEi�� Y� � - � -- - �/� -- v, W � ` �� : � 1EL L�� TEL � i "� � VJ � C� � \ , ♦ I � }. � i I ♦, a t, ___ E L V � D JOINT TRENCH �''� ! I � \, � � � . _- _ — ?—EPN� � ELE� - L N � _ I � � I W ,� c�� E P l�? EPH� — E L E� U � •C Q t,, a C012 TYPICAL � � � � � ELE � � � w _ '� l�, � ELE� E LE � � � ` , �:---`� ELE (� � O � �°' ��'`?;� ---- � � I (� � I w � C� O � v� ,� �� I 1 r� � �J -� � � w � �ri � BEGIN 4 PERF. � � � � � `� W � F.G.=8165.0' � }� � � M W aNO� INV=63.7' � � Ir W �Z-- > � I 6l o n' I c� = a I W � �= V Q '� '� �+/ �w � � � WW� N� � � � � U " W C� , a�� z° RTH �AY �, � C�C , �� , , I N O c n o � � N Iw Z ' a a QT � U � � � w l- � � U � w � Q o , — o �, � � � � � � a I W �`' W 1h � � � R E V I S I 0 N S � �I N0. � I Iw � � M ^�� STORM SEWER PROFILE � 10.27.11 DDPRICINGSET � � �� v d Q 4 12.2.11 60%CONSTRUCTION DOC. � � ?co °D °0'�ao . 1 1 1� 1 a ��0 5 2.15.12 BID SET �w X��^� �� z S C A L E . I �� `.a� _ �yzo� �3.2.1 2 A D D E N D U M 1 � w -<: � N ap vv�Z m V � � �-F � 6 4.6.1 2 1 0 0%C O N S T R U C T I O N D O C. I � '� °j n ? ?oa aN z? `° Qa az°z °° � � c�i�� > >>> N o o� � N N o o � 8 5.14.12 CHANGE ORDER#4 �I a� z z z y z= c�o ? Z� z�� z �s I � - Ia � w � � �I � � � �r.� ! EXISTING GRADE, w Iw I'� I � g�70 WEST LIONSHEAD EXISIING UT1LI11ES AT CROSSIN S s�70 � CIRCLE 1N�TH PROPOSED STORM AND Z D R A W I N G � o � � PROVIDE HORIZONTAL AND N Z � + VERTICAL INFORMAl10N TO T I T L E : �'w ° � '� E N G I N E E R F O R P O T E N 1 1 A L D E S I G N /� 9 w , CHANGES PRIOR TO ANY NISH G�9E CONC. a m � C O N N E C T T O E X I S I I N G � C O N S T R U C 1 1 0 N _ _ _ _ � STORM INLET _ _ - - - - - - - T RM � I INV. IN 4 -8159.3 45' ` - - J »_ � � _ - - - - - - If _ _ _ - - - - - - - - - - - - - - - - - - - - w � � 1 - - - - - - - - - `� '� { � - _. - - - - - - - � ^ SDR 5 PVC O 3.% PLAN � ~ ; � INSTALL 82 LF 4" � I ; � PST-8 2'x3' INLET FL 8160 SDR35 PVC O 3.0� z 8160 - RIM = 8161.86 � � � w � INV IN (N) = 8158.36 � CONNECT TO EXISTING N Q w m o INV.=8161.8 D R A W I N G INV IN (E) = 8159.75 STORM INLET � w N � SEE MECH. PLANS � - - INV OUT = 8158.16 INV. IN 4"=8159.3' w FOR CONTINUATION N � : � SUMP INV = 8156.66 � � �� w c~i� c~i� p v~i I 1 m Xw � w w � w I � Q166s AO X 1 ' w '� l.� � Q M x �� I m � � �� , a x 0+00 0+25 0+50 0+75 � , P:\TOV09004\dwg\Master\Phase 3-Plaza\STORM-Plazas.dwg,5/14/2012 4:24:45 PM,Wadey �. __ _ ��L r_ - � �--- / / ',,` " POTHOLE EXISTING � / � \ T�'L � C LORA�O ELECTRIC AND PHONE� � Y � � Q � ' 'e � E/ ELE • \ �� EPT. UT1LI11ES IF NE ESSARY F viP�� . 'd �a � ELE� EL ��L "�� TRAN�,PORTATION R�GN�� Y� �;-�-- LE� LE� ELE . SOUTH � ` - `� JJ � W W W NOT FOR ?,�L � ) �_ „ � ELE ELE ELE-� W W .� .� .� .� , � � ;� � �. � W W �. � .� �. .� CONSTRUCTION I � ! r'' L4'L�,� � w �v w w w �. 4. � `� �- ELE� FRONTAGE R�. �� ° --� T�,L � � RY U UCTS / � ELE NK D / ELE �LE� ELE W W ELE�� ,'LE~°�� W � T, CEN� `, � ,'J� �EXIS NA� PyC / v �Y J� �Y W �Y �Y W �Y W W . J�� 1 (4) � / W W W W W �V W W W W � \ 2 FIBER �00 ,o � L� � W W W W W W W W W W �Y � � �` ��' Z "' t 1800. 120 , 900 COPPER � TE E �- . � W � � INSTALL RELOCATED r`°�(pgANDONE�A�R � TEL TEL� E - W "'W W W W W � � �. .� � m1 ' . > , , � TEL W W W W W W W W W W W �-° . � � � � " W�� -� \ , - �� - � TOWN OF VAIL UGHT TEL� TEL N i W W .� �. �. .� .� �. .� .� _`,�,-� r�'.. _!�'' " w T -� W POLE (RE: ELECTRIC) � � _._ - � E .� .v .� .v •v •i• .� W >�`C_ �-v�� t_ .:_ __. / i� V, .: 9 I / - � � � W W W W W �Y . . p p- ' __';-,�' A 1 W .. . V _�, ��,. Vl X � E - W W �V +t^ �Y . L E E ��n/� / y� �� w �� -� - '"l � i i E �. �. � :�}- �� - AT �� H w TEL � � � �� o 0�/�0� �� --,o� r� / w � � { �� _�-�I_ E E �, •� •�_��, ��,�,, �j,��\" /�JC�� y�i E1T �� !I a��`� �.k`� � � !?�'ti � � ��.�°. �� I� \ L �, ,— [�7 a �Ty/�'(.. f-'J`---'_, / � TE E E r ELE ;�� _ �C5( T�� I " �� , Ei LE T � � � / � � ° � wA � � Cn U' TEL ' �LE� ELE ��=-- ` �� w DEPT.OF PUBLIC WORKS LE G �- � 'f \ t ELE LE �� tpi A � H TEL/ SAWCUT, REMOVE ELE/ �I ELE ELE � "-' T/ �� 1309 ELKHORN DRIVE \ i -o y WA �� VAIL,CO 81632 AND REPLACE CUR / c� � � ' I " PROPO � SPHALT & GUTTER D 0 N `` _ r" w AT �� t:970.479.2158 1/ � a � PATCH�SHEAR STEP UTILITY INSfiA AT10N E � _ � L�' L � � WAT/ � H ENGINEER 34510 U.S.6 UNITA-9 TE DETAIL, TYPICAL � � � �' � � � r� `'� PE I , �� wAT �� PES � EDWARDS,CO 81632 EL � E '� � -' �� t:970.926.3373 a � T � / N r - ELECTRITOSBOILER wA�/� PES � PE� EL ETEL � ,�EL / ��\\'�\\\\��:, T/ ��- ° � PES � � EL — �L ARCHITECT PO BOX 8258 i � ��\\ (REo ELECTRIC) TEL/ CONNECT GAS � / S m — � m \\ / wA �° — pES � ELE� E�EL� TEL � BRECKENRIDGE,CO 80424 � GAS � `�� y�A'f d..a w � pES � ELE TEL� t:970.453.5878 TEL EX S11NG MAIAY LF GAS �v� GAS GAS � � � E �, I ECNAN�CA� r, W AT/'° g � PES � LE� ELE=ETEL� T EL� � � PR�P�SED 6,�R/BpILER / — GAS pR0 �S y� �E M FOR A►a- � -�-- � PES � / E � TEL � SER��E TO MECH) �p,5 �AS gN0`M'�E� M CH) � �p NE��B�NKER PES / PES � 3507 RINGSBY CT, STE 117 PES � p WAT/-~ � PES � ��L� TEL w DENVER,CO 80216 i (RE. S� � (RE ^ WN1EL'� I S _ AT�S/��PES � � PES E� ELE I � GA SN� PE W ->°° PES � EL �j � t:303.292.3388 GAS / k , ,� � � � �" � ELE - � � GAS� ��,� I � 1 � PES w AT p_y PS�MEN�( - ELE ��,�' ' __ _ _ _ � - - � ENGINEER 110 E.BEAVER CRK BLVD. � GAS� GAS _ P W AT// ;V�V'� � / - � _ STE 202 a GAS� / � � / ��-° 30 _ � - � � � AVON,CO 81620 w "^ I � w AT � _ _ � t:970.949.6108 � ` � - � _ � , / � � � �� I y \ _ji WA� ,/�� - � �,Q�� ENGINEER 1169 HILLTOP PKWY \ a E � - _ W � PR POSED GAS -y '-:-9 9-�� ' � �' , � STE 206A `�, E/ , (RE° ME H) � a � . �w A� �� --- �Q�° _ �, N0. S 970 846.7970 0 80487 I �L �' I • _\,. � ��T'q �,..� �� / _, " � / II ELE� �, I i�;- ,: �� Q�� [3��I��R1 CONSULTING&ENG � , IF NECESSARY T � .__ \ :� - P.O.BOX 2117 E�'� 'J `�� LOCA /LOWER EXISTING � � /� � - � ,_�,-.� " � 2 11.7.11 MILLS,WY 82644 ,--- W LE�-- ELE I . STR TLIGHT ELECTRIC `� � �AT ° � � ' Q�.`�•' ='`" EL TE 4 12.2.11 t:307.315.8054 E I' RVICE UE TO BUILDING � � � T � I �v �LE-"°� SAWCUT, REMOVE AND FOOTER) wA� �� /� REPLACE CURB & � r .,, ,-_. 9 9 / � TE% TEL ` GUTTER DUE TO UTIUTY w � . ,�.� � T E L T E L ELE ELE , ,� S3 s33 � & STORM INSTALLAl10N ', WAT , '- i o�� \ � �„ �,Q RY UNK DU�� TEL TEL/ `1 `� ' ' _ s 3 3 � s33 � W�T� ��' W EXIST• C E 4�4° P V C s L TEL� ,� _._-- FI E� ' ' 3'__- -- _; _ � s33 � s33 � s33 ' w�� \ w A� � r C 2 9��1P��t�� T L �,L� �;>--- _ �,��. ,��C � E � - S3, v �,� -� _ �- � TE � , x Y - __ - _ LEGEND � wv `�' A � _- , � _. - , _ .. � � w � WV �, -_ -- i� �.� � _ - - - - �"� TEL�� TEL EL � � �� w � WAT ' 3 3 � s33 PROPOSE 1" TYPE K COPPER � �.Q TEL— TEL TEL� TEL ELE/ MAN PROP. SNOWMELT MANIFOLD O � � WAT � � L � PROP. TOWN FIBER OPTIC }� � WAT � 3 WATER SERVICE FOR BOILER � � —� —M /s�� WAT� W AT� wAT F'° MAKEUP VIIATER.. CONNECT � � TEL � TE LE U 1 � y� Q�° TgL TEL E �—�—� PROP. IRIGATION CONDUIT � }, � r INTO EXIS NG T.O.V. � `` TEL� TEL� J,E/ �—�'—� PROP. JOINT TRENCH � a A w � �, _� �y • � \. : ,`d a IRRIGATION WATER METER PIT L �L� — TEL� E/ E ro—res—�es PROP. ELECTRIC SERVICE � � � O � �.. ' �, � / � �� '� . .� `. " • . L L� � PROP. WATER SERVICE � � -� r 1 w d F',o � TE ��.A TEL EL rw—..—.. \ . � • •a a. AT I , � TEL� TE TE ELE �—w—w PROP. GAS SERVICE � L Q `� w I � �•� a ,F'Oy L�� TEL� TEL � ELE� PAVER-6"X9" CITY STONE PROPOSED ^, �}/�� 1 ' � - � a � `~" .� jo ' a � •.F , EL� TEL� TE�� TE ?,�L\— �EL� — � (60MM THICK� � ASPHALT W V J � CCT � W � � ,� • �'�•• • '• T � ��,.T,- PAVER-4"X8" VAIL BLEND . . CONCRETE � � � " ° � � HOLLAND STONE (60MM THICK) � E I � . �� '� _ _ , ELE� L - _ I 1 �—EpH� N I W h I_�4�� _ �,� EPH? -EPw° — ELE� • ^ a � w — ELE M�ti EXISTING ¢�,5 fEXIST. SPOT ELEV. U (� � �(� � W I � V SNOWMELT MANIFOLD 47.1�+ PROPOSED SPOT ELEV. � � � � � ELE� ELE � EXIST. IRRIG. VAULT � � � L� E ELE� ELE� �- SIGN � EXIST. WATER VALVE (� j O ;� � LE , I I �x EXIST. STREET LIGHT � FIRE HYDRANT � � I w �, '� � a � � vi a � � , w � S SEWER MANHOLE � � � W W � h Y � EXIST. STORM INLET O � _ � �j � � W J \� � Z� � EVERGREEN TREE � � �a _ _ _ ___ _ FLOW & FLOWLINE � � � I � ' � �o � 8160 EXISTING CONTOUR Q I � -- I w a v � �W W r n � � I �U� �■■■■■� EXISTING STORM SEWER J U v� \ Q � Z � °� N�R T H p�,Y _B r s-a u-a r s-a r s- E X I S T. E L E C T R I C A L L I N E �+ O � - �° � c c n = � I -C,�—�.s—�.�—�,�- � I c , W W� x� E X I S T. G A S L I N E r , I NZ V W � I r� `� w a O T �-/ —aa�—rsc—rai—rrc— � � � � a� � � � w � E X I S T. P H O N E L I N E � � � �J � h � a y� � I �ss�.—sr�►—sa�►—sa�r►— EXIST. SEWER LINE I { �v I -R�r-��T-�►aT-*�T- EXIST. WATER LINE w-] F' N I W —�vs—�rs—`rs—�rs— w � � EXIST. WATER SERVICE � � � -�-�-�-�- EXIST. JOINT TRENCH R E V I S I O N S 1 �I I I -�S-�S-�S-�S- EXIST. ELEC. SERVICE � I � a �' w GRAPHIC SCALE Iw � � � - � I 0 5 10 20 ADH�RER TO �RW&SD ��' 3 11�.7111 DD�PRDDISET ET �I I �� o � I � 4 12.2.11 60/o CONSTRUCTION DOC. SPECIFICATIONS � � w � � ,_ , "�x 5 2.15.12 BID SET I I � _ _ SCALE�1 5 =- - 03.2.12 ADDENDUM 1 � � o� w 6 4.6.12 100/o tyl PROPOSED ASPHALT o �- ° CONSTRUCTION DOC. w PATCH. SEE SHEAR STEP �, � � o�o �,/ �4.6.12 CHANGE ORDER 1 w DETAIL, TYPICAL � o° w A �' �� I I I A�/� / � e5.14.12 CHANGE ORDER4 � ; � W w � I �� j ��I �" w AT � �� I \ L � a � I+ I w T - Z / PROPOSED / TE w � � ' J O ELECTRIC SERVICE � T ° I � - �3 2 W M FROM EXISIING � � D R A W I N G �I I I S18' HDPE E" = W TRANSFORMER EL�� TE� j�.� T I T L E : � I T I � �'� � � w I � TEL � � ; W �- w TEL� UTILITY � � f I E' � w �pSE � PES � I � � ; w : _ , � _ � � _ PES �E'L�� P LA N � � _ � �- � ._ � � � /� � � � � pES E L � � 4 `1_ � ` f • � � PES � PES — TEL� � ��L � PST-8 2'x3' INLET FL �'` PES �L ELE I P s � ET,�'1� �_— ELE � � � 4 RIM = 8161.86 r � � E � � I�� INV IN (N) = 8158.36 � � LE� EL L�TEL� ��L . • D R A W I N G v'�y INV IN (E) = 8159.75 '' TEL� � '"' INV OUT = 8158.16 � � � N � : � � SUMP INV = 8156.66 I h � � m � � � � � � ( � i' � a — � � P� ' � — — —� ^_� I' - �U � � x `' I I � _ _ � - - � I m � _ � ,� � � I � �� _ _ - - - - - a , — � x _— _ _ � T P:\TOV09004\dwg\Master\Phase 3-Plaza\UTILITY-LHTC-Plaza.dwg,5/14/2012 4:32:49 PM,Wadey CONCERT HALL BOILER ENCLOSURE AREA �� , �� PROPOSED LANDSCAPE MATERIALS 4� ��'� �4� �'� TREES INSTALL GUARDRAILING WHERE FALL INSTALL GUARDRAILING WHERE FALL I ��'��.-`��};,� EXCEEDS 24",OTHERWISE INSTALL HANDRAIL EXCEEDS 24",OTHERWISE INSTALL HANDRAIL �� ONLY WITH NO GUARDRAIL COMPONENT , ONLY WITH ND GUARDRAIL COMPONENT i I�'� �F� ��:��I�' I �?Il�l:'f? � � �i� �� rY t'' j'' i''s'' �' �]' r'- ��`•� + ADE,PER ELEVATIONS. NO STONE VENEER ON CHEEK WALL PER {��:�� `�'�� 2.5"BUFF SANDSTONE COPING TELLURIDE GOLD INSTALLED MOSAIC STYLE TO MATCH 2.5"BUFF SANDSTONE COPING ELEVATIONS.FINISHED GRADE TO BE � ,y'��r"�' � X` •�� SYMBO L O�TY. BOTAN I CAL NAM E CO M M 0 N NA M E S I ZE CO M M E NTS 6"STAIR CURB WALL ADJACENT BUILDING �`� � -"��` . �t€�,, � 6"STAIR CURB WALL WITHIN 12"OF STONE COPING �:��}r� ��'} �� FINISH �� ' ,;.: _«�' ��„t,y� GRADE PER �~ _,�� g' {°7d��'��'��`w. GRADE PER �� i � ahP'�. 'v �6'!�� l� PLAN ` ,�� "�j PLAN '� •.. . ' _ �. , a.. ��,�-:r � , i'..�� '�"` �. � �� '�, .�!�:''.:...... . ` :,; •�.:� .. :.�: :: �: ��• .��.•: � . ..•.. .... . .. . - •. . . ,. .� . i A �.. .�. ..�. .. STONE VENEER � �� ! 1� '• _ :...,.,.�. �� . �-• �.� ��:�::.�'.�.... . . .. . �. .. ; �.^ � �",�_ :� �� , . :.�.,._., .�.� �:��. �::�:..�� ,...:::�:...�..,.�:•�.�.. .y:�. �:.:::�.:�.��. 1 PICEA PUNGENS COLORADO BLUE SPRUCE 16 HEIGHT NURSERY SPECIMEN ��i�ii �..r::... :,, •::�.�. . ...:."-�: :..:;•-s.—:r-:� ,. ,.1«. , _ ii I _ANGLE IRON �. ,, ; _ �:��9� i,��,�g� ..�.,f •� .-�. . � -�.::.-r.?F.:.. ....-�� :. , �'� . - � '='�� — .�`.•.F ^��1�,'•'. �SUPPORTRE: � �' . ,,�,'F�+ =�, _ �� i �; I=. — _r � � �� 1LI. ..��td' '� �'.. ' STRUCTURAL s"' �''`r., a�+' t� ,�'� a� �:� �� _ �A'�.,�.� •;;• �`'• _ _ `��?, . �` - � �� , � �: . � ,� �� SHRUBS : : - � _ � . . �� , , - - � • '�'`.:. STAIR AND CHEEK '.�.'�'�:r�`! � �1°"r > �:�, � •.��•� :•�� • STAIR AND CHEEK �'' ��I�'' I- k � {- SECTION ., � �' � SECTION �i �� P�1 ��`�� : �" I I '�°� � L�� I �� C� WALL DESIGN RE • '' � �� , �`r�� ,�,, WALL DESIGN RE - STRUCTURAL � �r`��'.� �,i E'A� STRUCTURAL .�a;�"�; : .m�� t`�.�w 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 p� . . ��: ' :.;.: .; . . DENVER,CO 80216 ADDITI AL LAN APE ITEM � " " + o�. ,—o� � .; � o�. ,—o� � �;� ' o o '. o o p� METAL NOTES: t:303.292.3385 ': .. • � ,. . � �-.-��,� � �.'.. ...:...: . ... . - ^t �•`�#'��. � ,s.....:::.,:..:..."�:.: ....- �t 1)ALL PIPE SHALL BE SCH40 STEEL PIPE � 4.�•� '� � ° •sL PE ,,. :'. �. . � '� � ° ..s ap� ;�. ;' �. � 2]GRIND WELD JOINTS SMOOTH. ENGINEER 110 E.BEAVER CRK BLVD. , , „*�'�*,•«'t � ' ' ' � ' ' ' ; 3]SCREW OR WELD HANDRAILS TO BRACKETS TO DISALLOW bs'k'a`�'�'�`g`� 1000 N REV A - ins II oil d n s st Ich ettin =u= � � ° ° ° s��E:z, � _ � i_ _ � � � � � $��,EZ ° ROTATION STE202 `4.°,�.*t• � � � � � ,. ,�:..`: ,. — �� _ , , ` , 4)POWDER COAT AFTER FABRICATION WITH COLOR AND AVON,CO 81620 ' ` ` � � iv '� �� '' '' �� ' �• ': '.�'• 're� � — � �"� � ' �''•`.�.•�� 'n FINISH SAMPLE TO BE APPROVED BY OWNER AND L.A.IN t:970.949.6108 ,.r,�;.�,�.r,.�,... � �� i ��.�.,�:.�-� GREEN GRID PLANT LIST: Callihroe involucrata, Allium, Linum lewisii, Nepeta psfike 'Little Trudy�, Penstemon I� � _ i�-- �-� _ � - ACCOROANCEWITHARCHITECTURALMETALFINISHINGSPECS � � � FASTEN POST TO -� - NOTES: FASTEN POST TO I �- NoTES: ENGINEER 1169 HILLTOP PKWY 24 grandiflorus, Papaver nudicale, Potentilla verna nana , Sedum album, Sedum kamtschaticum, Sedum spurium Dragons CONCRETE PER — — 1. CONCRETE STAIRS SHALL HAVE LIGHT BROOM FINISH CONCRETE PER �I—II � I II I I—II I- 1. CONCRETE STAIRS SHALL HAVE LIGHT BROOM FINISH STE 206A BIOOC��, Th mus ser h Ilum citroides 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 P�AN. 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 OUTWARD @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 ❑-PV Co�cSCaiiCHP2.DWG �-PV CuncSeair CHP2.DWG ,¢z, �� ,iiV' � �;. �. ��_� '�' ' ' "- T �- � ,� , , , , ,, , , , ,. ; ,, � � � , , . ; ,- , „ , , . ,� , , ,- ; ,.- � ,, �:_� o � „ ,� , ,� � � � c.� , C� „ , , . , f „ . - ,_ �i �' i /� � �,; _ ' , , ��'� ETAL HANDRAIL ,-� � >`. _; ;. ,_ , _�� o r,e�.- � � � �: „ . , � _ -- �-� „ N� `` � � i ' �- _.� \ N � ,� i 7� � �/ d . � ETAL HANDRAIL -- =��o�o o _ . �-F��-=e�s.� � � a� o ; ;� � ... ,. , AND GUARDRAIL __�, �s��.� : ��°. ,�„ �� ° m L o ;' ;';' �� A N D G U A R D L � _ �� /�� '; � e � ° °4 ' � \ � �°�°`' ° ° e a� � � -� / / / \ / \ , . 4 . - _ s / / / " \ ' � ' �( , , � . . . , ``�Vv��. 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ENHANCED NATNE TURF 1 `-- — �� _�� . r . _ . . ` � PERENNIAL BED � \ � ROCK,COBBLE MULCH,SEE DETAILS � �. 1 O � � I NOT FOR CONSTRUCTION �.�-_ -__ �� ' �� r'4'� ��`f� � � 1'�''+ � � L-' —�L-'I � � 4-6-12 40 NOTE: Paint intake vent, DEPT.OF PUBLIC WORKS ventilation louver, exhaust duct, etc. to match stone 4-6-12 40 1309 ELKHORN DRIVE veneer NOTE: Paint exhaust flue to VAIL,CO 81632 match shroud Handrail Per Architect t:970.479.2158 Architectural Standing Seam Boiler Exhaust Flue • Steel Roof Panel w/Overlap Per Mechanical ENGINEER 34510 U.S.6 UNIT A-9 Seam In Bronze EDWARDS,CO 81632 _ t:970.926.3373 4-6-12 40 �--� �--� ARCHITECT PO BOX 8258 BRECKENRIDGE,CO 80424 � t:970.453.5878 r— �o �o -- Green Roof Per Arch ❑�o°❑�o �--� 3507 RINGSBY CT, STE 117 oo°�°o°o �--------------------� DENVER,CO 80216 12"x12" Ventilation Louver �000❑00 __� 12"� Duct Do Do -� ❑oDoo r--J F�nish Grade t:303.292.3388 0°�00°� --J � . . 8"0 Duct DooDo __J � ENGINEER 110 E.BEAVER CRK BLVD. ❑00�0 -----� �� STE 202 4-6-12 0 0 0 0 0 0 0 0 °°o°°o i AVON,CO 81620 oo� o oo� oo� oo� oo� oo� oo� 4" Telluride Gold ROCk 0 0 °o�00°00 00°00°00° I NOTE: Paint exhaust flue to � �o o�"o o�Do��o�Do�Do�O � t:970.949.6108 match shroud Veneer Installed Mosaic ° ❑� oo�o°o�oo�o°o�oo�° i ir St le To Match Ad'acent �0 00��00��00��00��00�� y � 0 0°0 00°00°00°00°00 � � � ENGINEER 1169 HILLTOP PKWY Boiler Exhaust Flue Bldg. (TYP) o�Do�Do�Do�Do�Do�Do i i i °DooDooDooDooDooDoo � � � STE 206A Per Mechanical o00000000000000o i i � 0 00�00�00�00�°0 � � r STEAMBOAT,CO 80487 Guardrail Per Architect DDo�o 00 00 DDo°� i i �i t:970.846.7970 Guardrail Per Architect °°o�oo�o°o�oo�°��°° �i �i � Architectural Standing Seam o0❑000❑000❑o F,;;S" � DESIGNER CONSULTWG&ENG Steel Roof Panel w Overla °°oo°°oo°°oo�G �i i� / P ❑oDoo°Doo � � P.O.BOX 2117 Seam In Bronze ❑�oo�o i i MILLS,WY 82644 DoDoDoO I I �Do � � t:307.315.8054 ❑o ❑o ❑o I I 0❑°000❑°0 0 i i o�Do° °� �� ` l Doo°Doo o ❑o ---------- -� I � Finish Grada o �-------------i---------------- Guardrail Per Architect o0 0❑°0�° 4-6-12 4 ° °I I I � i o�Do� 8"� Duct NOTE: Paint intake vent, i i i �---------------�--J 0 000o ventilation louver, exhaust � �� O �L! 00°00°00°00° °op 12"� Duct duct, etc. to match stone i i i i 5-14-12 0 o�Do�Do�Do o�DoO I I I I 00000000 ❑oDooO❑ ° veneer O o°°o°° o°°o°°o '�° i �i i i 2 S O U T H E L E�/AT I O N �� 00°00 0°00°�o0°oQ � � � � o Do Do Do Do Do � � S-004 Fnish Grade oo� ❑� ❑ ❑ ❑ o� �__� � 00000000 � -� T � Scale: 1 /4"= 1 '-0" 0 00�00��o i i i i U °Do0 �DoDoDoDoO� One Hour Rated 3'-0"x 6'-8" Steel L_____________�__�_____________J � � � (17) 6.7" Risers o0 000°❑ � Door w/ Locking Commercial Grade . 12" Treads o00 oDo❑ D�ooO� Hardware, Painted To Match Railings. � �� 00 0�0 00 0 4" Telluride Gold Rock Veneer Installed � �V � 0000000o Mosaic Style To Match Adjacent Bldg. � �00 0 �oo 00❑�° oQ �TYP� � n o� o�Do�DoO � r� Do 0°°°0�oo�°�o �l � �� • � � �./ 0 0 ��sn c�ada � � � o° o°�Doo°oo° � i �./1 o° oo°o°oo°o° � 0 00�o i � Fnish Grada � �P ° o o il . � . �� i i i i 4-6-12 4Q � N O O �i �i �i �i Sandstone Cap Per Architect �i NOTE: Paint exhaust flue to �V i i i match shroud � � ^ � i i i Boiler Exhaust Flue �"�'� ii i ii i�------------------------�� Per Mechanical (� � � ►� �-� �--i-------------------------JI � �� 0 _ Architectural Standing Seam �� __� Handrail Per Architect Steel Roof Panel w/Overlap � � � � �--� Seam In Bronze Grade Beam/Stair Cheek Wall �--, �j � Fini9h Grade L —, . Q � °� �o �o � --L--, °oo°o � U O 5-14-12� L_ �°Doo � W EST E�EVATI O N -------------------L--, °°oo �--� s-ooa- L L__� � Green Roof Per Arch 4" Telluride Gold Rock �f] �1 � Scale: 1 /4"= 1 '—O" �--� Veneer Installed Mosaic � O � �i �--, i 4-6-12 40 `----- oo DooDoo Style To Match Adjacent '—\ ' \ i �0 0 �❑°°�❑°00❑°0°00❑°0° Bldg. (TYP) !�'"I V �� Finish Grode 0°00°00°00 IL ❑o� O000°DooDoo 8'�4� DuCt ❑o 000 000 � �� 00°�00° Handrail Per Architect � o �o o❑o REVISIONS �� o � ° 0 0 O �°0 N�. i °� Sandstone Cap Per Architect i 103-2-12 Addendum 1 � 4-6-12 100%Construction Doc. � �_ i o O 5-14-12 Change Order#4 i li °o i i I L I I L 5-14-120 �i ----- Rnish Grade 3 WEST ELEVATION ', '� S-004 >> > » �I � Scale: 1 /4 = 1 —0 � � � , i � 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 2x6 At 24"oc Exterior Wall (TYP) � �� NOT FOR CONSTRUCTION 8" Tall 2x6 At 24"oc Parapet (TYP) HUS212-2TF Hanger Timberstrand Rim (TYP) (OPP SIM) 4" GreenGrid Roof Over EPDM \ Waterproofing (60 Mil. Min.) � - _ � � (2)PT2x12 Ledger w/ Over 3/4" PIY• � 1 � 1 (1)5/8"�b Epoxy Anchor At - �'� � __. Waterproofing By Others. r -� � � � 1 ° � 24"oc Staggered (TYP). , �°- --r / w w� 1 1 � � \ ��`. "�. _ � 1 ° � 1 �� X � � � �o N� � 2x12 Located Below Rock �,, � � °�; Veneer Backing Wall Above. � � � 1 1 1 � � 1 fl �� JB212 Hanger (TYP). 0 1 1 � y2"'.1 Z'I j 1 � ��r� 1 �-, � ��''�� \ � � � " - - - � �'; 1 1 1 0 ° G 1 1 � � 1 `-%� � � Consult Mechanical Engineer 1 � 1 � � � c�o� ,�,_' � For Required Opening In Roof , ��'�� ?'4�'� �*�� +'��'� � � �-' -��='I � � 1 1 1 � Slab For Boiler Exhaust Flue. �� / ca DEPT.OF PUBLIC WORKS I � � F / ,�� °'- 1309 ELKHORN DRIVE � J � ' / , , VAIL,CO 81632 5-005 � `� � t:970.479.2158 Provide Scuppers In �.� 4" GreenGrid Roof Over EPDM Parapet For Drainage. j� o, Provide Scuppers For Drainage � Waterproofing (60 Mil Min.) ENGINEER 34510U.S.6 UNITA-9 5-14-12� -� '� Over 3/4" Ply. EDWARDS,CO 81632 2 B O I �E R B U I �D I N G R O O F� F RA M I N G �,�`� Waterproofing ey Others. t:970.926.3373 s-oos Scale: 1 �4��= 1 �-0�� 2x12 At 16"oc 6 ARCHITECT BREC ENRIDGE,CO 80424 24,,g�� p 2x6 Exterior wall Roc4'x4°x1/2PeSteelhAngle Coat t:970.453.5878 S-005 1/2"0x10" Anchor bolt � 32"oc w/ (2) Coats Foundation Damp 16' , 4" PT 2x6 Sill Plate Proofing or Galvanize 3507 RINGSBY CT, STE 117 cr 29 � DENVER,CO 80216 1 q T.O.WALL 5/8"b Stainless Epoxy Dowel � Varies � Embedded 4 3/4' At 16"o.c. t:303.292.3388 2,,C�" ' $-00$ � Finish Grade , , (2)#4 Horz. top of wall ENGINEER 110 E.BEAVER CRK BLVD. � 1/2" Expansion Joint � STE 202 ^ � 4" Slab on grade AVON,CO 81620 t:970.949.6108 T.O.SLAB 81 65.9' o p � ° ENGINEER 1169 HILLTOP PKWY STE 206A � 4" Sand or Washed Rock� � G � � � •° e '" .` ` • ' � � STEAMBOAT,CO 80487 q 5-005 __,--� �i Continuous 6 Mil Polyvinyl ° ' " ' ' � �� t:970.846.7970 --'� � � Compacted Gravel Subgrade � H r . 4 12" �° - o z # � o DESIGNER CONSULTWG&ENG S-005 _--'- � (Per Soils Report) n P.O.BOX2117 __-'� ___-� '� � 10' Vert. #4 C�? 12"oc � o ___-- - __-�' � �i � � � � �- � MILLS,WY 82644 ,' t:307.315.8054 ----- -' o o � � � � a _ �-� o� I �. ��' �� i �5-005 8" Wall � �� r-�-+ o'o o � � �� i 8 32�_1� ��2 (2)#4 Horz. bottom � �V�� 11 �� ,' -� � � � of wall and in Ft 817�' � i`. �� a� � �' � ' -p_`r i ' \ 9 TOW� 65.23'�� i � � °� �, 6, � � � � 6,_3„ 5-14-12� T.O.FTG. � \ T�W 8��f�J0�1 � �J J � CP N, i�� T.O.SLAB �� Varies _ p� � g" '�- ��' � � 4" � �O U N D AT I O N P LA N � ,�6„ Footin9 �1 �� P- °��? ' 81 65.9' i � 2'� _ � ^l O I 3'�� ` � 4" SLAB ON GRADE �i �� 6, S-0o5 SCC7I2: 1 �4��= 1 �-0�� .µ � � �^L/ W-8�65'� � � � � � � 4x8"x24" Vert. Reinf. � 12"oc T� ' �6g.5' � � � ,' Slope Slab To Drain � � 'J � 16" � 4"�b Drain Tile in Gravel Bed � ?�I TOW-$ � �� ?�---------_____ __ -_ � . �° Wrapped in Mirafi at Lowest o � �Alternate Bends in Ftg. T^ � 8166•5 �� __--�� I' _ � 5-14-12� Levels of Excavation � ' l � _ _ � Bearing per soils report �oW= 16g, �1 �1 , I__' __ '-I _ ___ / (Per Soils Report) � � �--I g �g' �'� �k __-- - " � � -� o F 4 Each ste nP BO5 B O I LE R B U I LD I N G F�O U N DATI O N D ETAI L B '� �� W_g�69'� ��__ _--'� � � o� � � 5-005 � Provide 1�2" expansion joint (TYP) � � � w_8 ,, o # P � ) Scale: 1 /2 = 1 -O Snow Melt Per -� � � � B �� Mechanical Handrail Per Architect Handrail Per Architect ^ l �..� � o � � �� rn � � � ' NOTE: Snowmelt Not �� 5-005 j W �,, cr � Handrail Per Architect Shown In Slab For Clarity � �� • � �S�M� � �� — v � U � �. o, �J Stair Slab/Steps Beyond ^ 1 � 5-005 _ ° �"'� � �✓ � , (2)#4 Continuous In Top 6" Thick Stepped Slab � � � � O (� Of Grade Beam (TYP) San ds tone Cap Per Arc hi tec t Provide Daylighting Drain In Slab. #4 Each Step (TYP) � � �.,.� O Locate Per Mech. ° Brick Ties � 12"oc E.W. Attach with � �� .m . :�4" Sand or Washed Rock 1" Masonary Nails at Concrete. (TYP) � � Dowel Each Side Of Stair ^ ' � .. m ° a ._.,.. : . o �""'1 ° - C o m p a c t e d G r a v e l S u b g r a d e „ ---------------- ----- ------- S l a b T o G r a d e B e a m .�, �. ..�. , . . . . . . . . ,a. . . . . ;.. .':: :;.. ( er soils r p ) ----------------- -- ---------- x 4 At 12 oc P e ort 4 x4"x1/2" Steel Angle Coat w/�4 2 " ^ l .. . ' ° •: `.: ion Da p w/ (2) Coats Foundat' m °� a �V � � Q .. . ° � ° . �. : .... r. ..` Proofi g or Galvanize Finish Grade .. . , . . n 4 --- -- ------ --- -- ------ -- � C� 4� �—' � • 5/8"� Stainless E�oxy Dowel � a ° � . e , ° d ° .v � � � � � Guardrail Per Architect . . . . . . . . " Embedded 4 3/4' At 16"o.c. � °'' �° °� � 0 ., . e . , . . . ° ��v-ia��.�2��iixii�( � �� - 0 • , . , . . ,, ... . . . � .. . : . : . : .. ': � #4 At 16"oc Each Way a a � 4" Telluride Gold Rock Veneer . �. ;. -' : :: : ' ' . .� " #4 At 16"oc Each Way � .,., • � � In Slab (TYP) � � � Installed Mosaic Style To Match . In Grade Beam (TYP) ° " o Adjacent Bldg. (TYP) ° � � #4 At 16"oc Each � � d- � � � � Way In Slab (TYP) 4" Sand or Washed Rock � #4 Each Step (TYP) � �. � Compacted Gravel Subgrade �a � � • �� .,.� (2)#4 Continuous In c Snow Melt Per � Bottom Of Grade Beam � (Per soils report) / � � � � - (NP) 16" Wide Grade �� Mechanical �° - a � 0 � Beam Each Side • �� ° � �� I""'1 � �� '6': O�owel Stair Slab To Grade Beams 6" � 2"\ � 6"� o'° , , f , , ° � Each Side w/#4x24" At 12"oc • � (Dowels Not Shown This View) 104" R E V I S I 0 N S `% � FOUNDATION DETAIL C ` ��°6 N0. -o � s–oos >> > >> -J �. Scale: 1 �2 = 1 —O 103-2-12 Addendum 1 5-14-12� ., � � #4 At 16"oc Each �� 4-6-12 100%Construction Doc. way �n s�ob (nP) �s�, A FO U N DATI O N D ETAI L A 05-14-12 Change order#4 Boiler Exhaust Flue Cap s–oos Scale: 1 /2"= 1 '—O" � i Per Mechanical i � i � i I � 2x6 Exterior Wall w/ I � 12"0 Boiler Exhaust Flue w/ 1/2"�bx10" Anchor �� 8" Concrete Wall Beyond Architectural Standing Seam � � Brick Ties At 16"oc (TYP) � 3" Min. Clearance All Around bolt � 32"oc �i (1)#4 Horz. Cont. Steel Roof Panel w/Overlap � � Handrail Per Architect —� ' ' PT 2x6 Sill Plate � � 6" Slab On Grade �i i 4x24"x24" Slab Seam In Bronze � I Dowel Each Side Of Stair Schedule 40 Steel Pipe i i �ie � 16"oc � Stone Cap Per Handrail Su ort Per 8��x8"x Ya" Steel Plate Welded to i i � Architect Slab To Grade Beam � w/#4 x 24" At 12"oc PP Handrail Support w/(4)9/6"0� Holes Slope Slab i i 4" Slab on grade � j � � � 8" Wall Arch. Each Side Of ° i - I (2)2x6 Rock Veneer Backing _______ _ As Shown For Y2"�b Epoxy Anchors T.o.stAB � � I Stairs Be ond o o Horz. 4 � 12"oc Walkway. �" � � � � � � Wall w/Brick Ties At 16"oc y # To Walkway Slab 9395�-9� I Stair Thickened Edge Of _J (p , . , p., 4" Telluride Gold Rock Veneer � j j ��P� a � a Vert. #4 � 12"oc �'� �� Walkway Slab a- . . ° . ° ° . ° . �4" Sand or Washed Rock Installed Mosaic St le To � � � �� P�Y � R � W � , . . � . , . � a _ �� i��i i� � a r—, � . a . . ° � . v i ------ -- T I T L E : � � � /j j�/j j� � 6" Slab On Grade ° ° � ° ' `° ` '� � � Continuous 6 Mil Polyvinyl Match Adjacent Bldg. (TYP) I I Brick Ties At 16"oc Each Way a a a ��j� � Schedule 40 Steel Pipe i i � � Horz. #4 � 12"oc � Attach w/ 2" Galvanized , �. � ° , Handrail Support Per Snow Melt Per Mechanical Compacted Gravel Subgrade I , ° ° Architect Each Side Of � � Vert. #4 � 12"oc (Per soils report) � � Roofing Nails At Framing �_ � � � � Boiler #4 At 16"oc Each Way �� .P � a � 8„� Walkway. In Slab (TYP) o•� a a 5 j I ( ) � o /$" Roof PI � � � v y � � 1/2"�ix10" Anchor .... (4) Y2"� Epoxy Anchors ,° � � � Bolt Cs� 24"oc ' o a Enclosure Slo e Slab Per (2)2x12 Located Below Rock � j � 16" Grade Beam P E a c h H a n d r a i l S u p p o r t � P T 2 x 6 S i l l P l a t e s � Grading Plan � 8" Wall Veneer Backing Wall Above. � � �� YZ" Expansion Joint (TYP) T.o.s�a,B Plate To Walkway Slab (2)#4 Horz. top and bottom HUS212-2TF Hanger � � � �# p �� t�7 t7 7rp I 2 4 Horz to of wall VARIES � �a � � � � � � � �� of wall and in Ftg. OPP SIM . I � � `'1 u�`'ul v � 4" Slab On Grade � ) 8" Foundation Wall � �o a a � ` o �� 8 T.o.�rc. � Per Plan � °a T.o.s�a,e y° _, e . .. , a � o 0 9392'-1" � � I �2�PT2X�2 Ledger W� T.O.FTG. 8165.9' �. a � � � �° °• � � a a � _° � j � 5/$"� Epoxy Anchor At 8165.57' _ o � 4" Sand or Washed Rock D R A W I N G � � 24"oc Staggered ° , a ° ° Continuous 6 Mil Polyvinyl N � : 4" Sand or Washed Rock � . � 4x8"x24" Vert. Reinf. � 16"oc �� ° • ° Compacted Gravel Subgrade � 1 4 Horz. Cont. �6' # Consult Mechanical Engineer � � Compacted Gravel Subgrade \ � �# 4"�Drain Tile in Gravel Bed a� (Alternate Bends in Ftg.) For Required Opening In Roof �� (Per Soils Report) (Per soils report) �� ! � � , � `� A � _ Wrapped in Mirafi at Lowest Bearing per soils report Slab For Boiler Exhaust Flue. ��J °� #4x8"x24" Vert. Reinf. � 12"oc � �6 � 4"� Drain Tile in Gravel Bed Levels of Excavation \ �� (Per Soils Report) r� Bearing per soils report �� Weaelseof I ExMa aation Lowest 5-14-12� See Also Detail A/S005 5-14-12 0 (Per Soils Report) � �OUNDATION DETAIL D E FOUNDATION DETAI � E � BOILER FLUE FRAMING DETAIL � � BOILER BUILDING FOUNDATION DETAIL G s–oo , s–oo5 Scale: 1 �2"= 1 '—O" –°O5 Scale: 1 �2"= 1 '-0" –oos Scale: 1 �2"= 1 '—O" �./� Scale: 1 /2"= 1 '-0' NOTES : � . . . . . BOTTOM OF BOILER CA NTAKE 1. LOCATE SNOWMELT MANIFOLDS AT HIGH • , AND OSA LOUVER TO AT POINT OF ZONES SERVED. •� '. E T D C T • '. 2. SNOWMELT MANIFOLD BOXES WITHIN ' 1�/a"SMS/R. RE: 2/THIS OSA MOTORIZED DAMPER. 4 G AD . HARDSCAPED AREAS TO BE � ' SHEET FOR CONTINUATION. Q 10"� I.D./12"�O.D. AL2 C MANUFACTURED, TRAFFIC-RATED ' • DOUBLE WALL BOILER . 3"SMS/R PREINSULATED MAINS; PRE-CAST BOXES WITH LIDS TO MATCH • ' cv MAINTAIN CLEARANCES TO ' 4 Q CONTINUE TO BOILER PLANT. RE: LIONSHEAD WELCOME CENTER PROJECT ', • SPACE RESERVED FOR GLYCOL o N COMBUSTIBLES. � CIVIL DRAWINGS FOR ADDITIONAL AND AS APPROVED BY THE OWNER. • ,' FEEDER GF-1. PUMPS, AIR INFORMATION. • ,• SEPARATORS, EXPANSION �� 1 3. RE: A/THIS SHEET FOR MANIFOLD PIPING. . _• TANKS, ETC. CONTRACTOR TO " -- - � FIELD COORDINATE LAYOUT TO 4. KEEP SNOWMELT TUBING 24" FROM ALL • . , , ALLOW FOR ALL PUMP \ ASPHALT EDGES; COORDINATE WITH INSTALLATION. PROVIDE 2�/2"G TO METER. RE:2 THIS � PRE-INSULATED TUBING. OWNER. � I SHEET FOR CONTINUATI N. COORDINATION DRAWING OF � O � I 1 � THIS SPACE FOR ENGINEER'S �jH_� I � REVIEW. I I I � �� I G� � I �� 1�/a"SMS/R TO SNOWMELT . • �J � � N 1 ' MANIFOLD FOR ZONE 9. ��1 1�''S �.,,� � � r+,k �,, � -�� `� i----- � r- --- -- --- 2�/z"G TO 6=1. � I BOILER FLUE TERMINATION � I ( � CONTROL PANEL. I � \ � - —� DEFf.OFPUBLICV�F2KS TO BE MIN. 7FT ABOVE � I �J � — PUBLIC WALKWAY. � I N� � MAINTAIN C�EARANCES TO � I �N B—� 1309ELI4-IORNDRIVE � � � � VAIL,C081632 1 � � � COMBUSTIBLES PER � 1 � t:970.479.2158 � 3" FLOOR SINK FOR B ILER � � ,'� MANUFACTURER'S � � ; CONDENSATE DRAIN A WATER � L-- ---SMS�------ � LITERATURE. TERMINATE � L_ ____ I' ENTRY DRAINAGE. ZUR FD2376 L-- •SMR-------- r - -�� ENGINEER 34510US.6 UNIT/-�-9 �I � � EDWARDS,CO 81632 WITH EXIT CONE. � 8 � � � WITH 1�2 GRATE. � � � �� t:970.926.3373 EF-1 � i �� SNOWMELT I I �� _ .� i i i ZON E #11 A � � ?�.. ��,, � , ARCHITECT PO BOX 8258 I I �. . \ � �c�v�oc�,cosoa24 I I ��v `�� / � t:970.453.5878 4 L_______________J 3"ST TO MAIN. R : CIV L � I I � I i--sMS--- --L� DRAWINGS FOR NTIN aTioN. SNOWMELT MANIFOLD SCHEDULE � ""� i i \\`�`� , � �� 3507 RIf�JGSBY CT, STE 117 / � �-- � � I I � \ � SNOWMELT , I � FOR V NTILATION �� DENVFJ�,CO 80216 r-------------1 � COOLING PURPOSES AN IS NOT APPROX MAX LOOP I I � , �� ZONE #9 �� t:303.292.3388 ESTIMATED # PRESSURE ACCESSORIES REMARKS � ♦ "� ( �_____________ _ I CONSIDERED ENVIRONM NTAL ZONE DESCRIPTION AR� GPM OF LOOPS I I � � \ � �' � AIR. (SQ. FT.) LOSS (FT) I I � ��.� �� i� � �� ENC�NEER 110E.BEAVERC�KBLVD. CONTROL ZONE VALVE, 3"SMS/R. RE: 1/ THIS SHEET I I � � � ��i� % STE202 TYP. 2. FOR CONTINUATION. s WA�KWAY i,3oo 8 � 5 - - i i � �'�. ��i� / AVON,C081620 ' t:970.949.6108 — II � ��` y�� i o wA�KwAY i,000 i i s 5 - - � I I � � '� � Ef�NEER 1169 HILLTOP PKWY �4"CW TO HB, WOODFORD 101 4 4 �� I I � ��:.�V�� OR EQUIVALENT. ROUTE PIPE �a"CW FROM MAIN. RE: CIVIL ��A eus �ooP/ �,93o is is s - - � I I � � STE�T,C080487 DOWN WALL, ON INTERIOR SIDE. �s�'°'N� i I I i �'� �� t:970.8467970 DRAWINGS FOR CONTIN ATION. , 1 11 B BU SLANDP/ 2,730 23 18 6 — — ' , � � \, � � DESIGNER CON.SULl1NG&ENG 7 � � � � � P.O.BOX 2117 I I � 4 '� 1 � �� nNi1S,vvY s2�a4 11C BUS LOOP 1,630 14 11 6 — — ____ _J � \ � 11 �� t:307.315.8054 ---- - --J '� � 1 �� 14 NORTH WALKWA 300 2.5 2 6 — — �' 1 � �� 4 \ � � L---- �� - -- — — I ---- 3 BOILER ROOM ENLARGED PLAN t5 �STAR�S 460 3.8 �i 3 6 - - �, _��L � - _ - - �' ! �� SCALE' ��2��—�� 16 WALKWAY 390 3.2 3 4 � �i �� • I �� ==- ===========---- � I. � _ � MANUFACTURERS: � s � �� GENERAL NOTES: I' 2'�SMS/R TO SNOWMELT I � .y� A: 5/8"0 TUBING, 9" O.C., 40F TEMP. DIFF., 250Ff MAX �ooP �EN�rHS. MANIFOLD FOR ZONE 10 V 4 B� I� AND 11C. � � � � . SNOWMELT �� MANIFOLD BOX. SEE NOTE 2, THIS ZONE #11C II 3"SMS/R TO SNOWMELT � }� `� SHEET. 4 � MANIFOLD FOR ZONES 11A � ' AND 11B. .' — � I� 4 U c� ----- ----- ---- -- ^, � � I MANUFACTURER'S MANIFOLD ASSY. / / / ' SNOWMELT � W � AIR VENT AT X HIGH POINTS, � � 4 � � ZONE #10 � � x � � � i O TYPICAL � � LOOP BALANCE/ISOLATION VALVE �' � ' � � I I I , i ' ;' ' I 4 I MANUFACURER'S MANIFOLD ASSY. �'��__ I ' �-- � L--- ----- — , c� J � SNOWMELT � ;�/ ' � SNOWMELT TUBING. ___-- ZONE #11 B i � LOOP QUANTIITY AS REQUIRED. 4 I .}-� N � N N � / � / O � I TO PIPING MAINS � �- � � , I i� �� I �� 1 �i i � SNOWMELT MANIFOLD PIPING DIAGRAM ,-�� R E v i s i o N s �, � � - NO SCALE � / � � � f � 1 11.07.11 100%DD SEf � SNOWMELT � 2 12.02.11 60%CDSET � ZONE #16 J 3 1.27.12 PROC'�RESS SET � RE: 3/THIS SHEET SNOWMELT ��r�� 4 — 5 3.08.12 BIPERMITSEf FOR ENLARGED ZONE #15 PLAN. �� ,��- 1 3.08.12 ADDENDUM 1 -� � 1� � �� 3 3.08.12 ADDENDUM 3 7 a- � / // 6 4.06.12 100%CONST.DOC. � -� �� (N) SECTION OF PAVERS TO BE SNOWMELTED BY o � �� 1"SMS/R TO SNOWMELT SPLICING INTO ADJACENT (E)SNOWMELT ZONE. 4 4.06.12 CHANGEORDER1 � SNOWMELT � 4 � � 1� �� 6NIFOLD FOR ZONE CONFIRM WITH TOWN LOCATION OF ASSOCIATED S 4.25.12 CHANGE ORDER2 � � MANIFOLD/VALVE TO ACCOMMODATE SCOPE OF o ZONE #14 ; �� =�� ' J 1"SMS/R TO SNOWMELT �NORK. 7 05.14.12 CHANGEORDER4 � � �� MANIFOLD FOR ZONE 0 1 1 �- �� S_=__;J�.—�' #i s. D R A W I N G � �i� ��, �' ��-SM� � � _ --� -� CONCERT HALL PLAZA MECHANICAL SITE PLAN T I T L E : .-_SMR�- �" � 1 _ , __ __ '' ' � �1�/4''��/a;�—/_ » e ff �� — ;,, _ — ___==�� . SCALE: 3/32 - 1 -0 (�� II � � � � r_ M - ,__—__— �JIJI � � �, _ ___:�---- Plaza M�hanical � , _- _- Q ,___ _- � � UTILITY PROVIDED GAS METER AND PRV Site Plan � 3" MS/R PREINSULATED M INS. CONTINUE TO � C ZONES. RE: CIVIL ASSEMBLY (3,125 CFH CAPACITY). PRV '�' D WINGS FOR SET FOR 11" W.C. DISCHARGE. RE: CIVIL '- A ITIONAL INFORMATION. DRAWINGS FOR ADDITIONAL METER D R A W I N G o LOCATION INFORMATION. �' N O : � G TO MAIN. RE: CIVIL DRAWINGS 1"SMS�R TO SNOWMELT � F R CONTINUATION. MANIFOLD FOR ZONE #14. C O N C E RT H A LL P LAZA g EAU DI N 0 % °� MECHANICAL SITE PLAN GaNZE / �� `I'� SCALE: 3/32" = 1'-0" Consulting Engineers, Inc. �, / Vail: (970) 949-6108 COPYRIGHT 2011 i 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. ALL TYPE 'SP1' TOV POLE LIGHT'S • . RECEPTACLES AT TOP OF POLE SHALL BE •� '. CONTROLLED BY TIMECLOCK/PHOTOCELL. • ". RECEPTACLES AT BOTTOM OF POLE LIGHT .� • SHALL BE UNSWITCHED. ' �. 2. PROVIDE #10 AWG CONDUCTORS TO ALL : . POLE LIGHTS AND RECEPTACLES. . ' FLAG NOTES : �� OPOWER FOR LIT PILLAR. i 7 O EXISTING EQUIPMENT MOUNTED ON STEEL ' CHANNEL FRAME. � O EXISTING POLE LIGHT TO REMAIN. MAINTAIN • ' � J UH ' POWER AND CONTROLS TO POLE LIGHTS. ��11 �''�5 I�t 4� I I r+�1 F{ L� -�-� � I� LP2-13 LP2-13 �1 \A �4 POWER FOR NEXTBUS SIGNAGE. M OTORI ZED SP 1 — DEPT.OF PUBLIC V�ORKS DAMPER LP2-13 ; — O POWER FOR IRRIGATION CONTROLLER. P M�CHR FOR�� 5 ,,,�� RELOCATE EXISTING POLE LIGHT. �� 3 CONTROLS � i�� O U�� t 970.4�792158� LP2-15 � � — . P �/ � 1 LP1-9 FSIGINEER 34510U.S.6lR�lITA�9 4 B /��., �� ED�IUP,F�S,C0 81632 P P / \\ I t:970.926.3373 4 4 � ; �� ARCHITECT PO BOX 8258 LP2-11 / •. � BRE((�tENRIDGE,C080424 S2 S2 S2 � �/ �' ��\ � t:970.453.5878 \ % \\\ �� \ 3507 RINGSBYCT, STE 117 LP2-13 \ � / \ DENVER,CO 80216 � �� E F -------------- / �� t:303.292.3388 � �°�. �� . . �`, � ENGINEER 110 E BEAVER CRK BLVD. � � STE 202 \ SP1 \\�� \\\ � AVON,C081620 PANEL LP2 � �� t:970.949.6108 `�.,,�. LP2-13 �� V A �; i � � Fs1GINEER 1169 HILLTOP PKWY �( i �,. A� �\ 4 5—#10, #10 GRD. 1��C STEZpGq ; � � ` \ \ � STEAfvBOAT,CO 80487 � � � � —�� , � t:970.846.7970 `� �`-- SP1 � ! � ; `. � � LP1-1,3 (LIGHTS) DESIGNER CONSULTING&ENG — i' — �' r i —i �' �' LP1-11 RECEPT. x 7� r 1 �I I- r �,� `. � � � � P.O.BOX 2�17 '� ��L MI LLS,WY 82644 � \ ' X � � i '� L�-! 2—#12, #12 GRD. �a"C t:307.315.8054 ' \ LL � � �'_.� LP �� i LLLI � i c „ � � �i LLLL �_' BOILER ROOM ENLARGED PLAN 2-#,0, #10 GRD. �a � � � � ,I �L� � � � „_ , » � �� SCALE: 1/2 —1 —0 � , � il �i�;,� � `� LP1 7 � i. ��'� $ �i�� o \ I i I � � � �� MECHANICAL EQUIPMENT SCHEDULE (CHP) � � �', li � i � � • MARK DESCRIPTION VOLT/ HP/ FLA MCA SAFETY FEEDER CIRCUIT SPECIFIC NOTES I I� �.. � PHASE WATTS SWITCH � � � � � � - �' li LIGHTING CONTROL PANEL � B-1 BOILER 120/1 <20 2-#12,#12 CRD. LP2-1 � �� ! � � }+ � � EF-1 EXHAUST FAN 120/1 200 W 2-#12,#12 GRD. LP2-3 � �i .� � (E) METER� � T � ' � O T 'ca � Q 3 U 208/3 1-1/2 HP 3 3-#1 R ,9 I � i 2 ❑ � � a� � � /� �� I— � LP2-2,4,6 � � P-4 PUMP 208/3 1-1/2 HP 30/3 3-#12,#12 GRD. LP2-8,10,12 � // � EXISTING UTILITY TRANSFORMER � O LP2-14,16,18 % O LP2-20,22,24 SP 1� i � �� ' > � UH- UNIT H TER 208/3 3000 W 4-#12,#12 GRD. LP2-26,38,30 --_,_ �/ (E� PANEL LP1 — � i � � �/ � 0 o GENERAL NOTES: � �1--�� A. SEE MECHANICAL AND ELECTRICAL SPEC�FICATIONS MOTOR STARTER COORDINATION. j � B. � /. 6 C. O � D. � � �/ Q SPECIFIC NOTES: � (1) U ��) � � (3) m / 4 � � / REVI SI ONS Q / NO. � � 1 11.07.11 100°/a DD SET +- C�a� 2 12.02.11 60%CD SET � ' 3 1.27.12 PROGRESS SEf � 4 2.15.12 BI D SEf N / � � � 5 3.08.12 PERMIT SET � � O 1 3.08.12 ADDENDUM 1 c� 7 � 3 3.08.12 ADDENDUM 3 = REFER TO DRAWING 2 THIS ,— 6 4.06.12 100%CONST.DOC. � SHEET FOR BOILER BUNKER ,%� � ENLARGED ELECTRICAL 4 4.06.12 CFiANGE ORDER 1 o PLAN. � 5 4.25.12 CHANGE ORDER 2 � METER/SERVICE � DISCONNECT � , � 7 05.14.12 R4 N �, � DRAWI NG � TITLE : 5 — � 1� � � � ___ _� TO UTILITY CONCERT � ,i \ ---------- TRANSFORMER REFER TO �________.__------ -----'--- CIVIL PLANS FOR � \ �0CAT10N. EL E CT F� CAL � �, � � TE PLAN � �\ � CONCERT HALL PLAZA NORTH ELECTRICAL SITE PLAN CONCERT HALL PLAZA ELECTRICAL SITE PLAN D R A W I N G � 3 » _ , » 1 „ _ , „ . � SCALE: 3/32 — 1 -0 SCALE: 3/32 — 1 -0 N O . 0 � BEAUDIN � � � Cj ANZE � �� Consulting Engineers, Inc. �� 0 ai: 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 rn May 14, 2012 E LH Circle/Concert Hall Plaza Streetscape SECTION 07 7100 VEGETATED ROOFSYSTEM PART 1 - GENERAL 1.1 SCOPE Furnish all labor, materials, tools, and equipment to unload, hoist and install vegetated roof trays, by GreenGridO Green Roof System provided by Weston Solutions, Inc. (WESTON), or approved equal. The System shall include tray modules, growth media and the vegetation as specified on drawings and as directed by the Landscape Architect. This work shall also include installation of edge treatments, rubber pavers, decorative ballast, slip-sheet, and an irrigation system, if specified. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Roofing Systems—see Architecture specification. 1.3 QUALITY ASSURANCE A. There should be no deviation made from this specification or the detail drawings without prior written approval 14 days prior to the start of the project. B. Before installation of the modules, the waterproofing surface shall be inspected by a technical representative of the waterproofing installer/manufacturer to determine the adequacy of the waterproofing surFace to accept the tray modules. C. It shall be the Owner's responsibility to determine the adequacy of the structure to support the existing and proposed loads. Verification of the integrity of the waterproofing for water tightness shall also be the responsibility of the Owner if the green roof is installed on an existing waterproofing system. D. Upon completion of the installation, an inspection shall be conducted by a System Technical Representative to ascertain that the modules have been installed according to these specifications and details. This inspection is not intended to be a final inspection for the benefit of the owner but for the benefit of determining whether a warranty shall be issued. 1.4 SUBMITTALS A. When the proposed project components vary outside of this specification, submit these altered components for review. B. Submit an installation plan including but not limited to: waterproofing quality control, system delivery, and maintenance plan until green roof acceptance. C. Provide a detailed water hook-up plan on the drawings if an irrigation system is required. PART 2 - PRODUCTS 2.1 SYSTEM TRAY MODULES A. Vegetated Green Roof System Tray Modules are formed of 4" height 150 mil recycled (100% pre-consumer) High Molecular Weight Polyethylene (HMWPE) protected with UV inhibitor and stabilizers. B. GreenGridO Modules sizes (Module OD = ± '/8"): Mary Hart Design LLC 07 7100-1 VEGETATED ROOF SYSTEM Change Order 4 1. Extensive: Standard 18"x 24"x4" G3 modules -see L201 plan layout C. Tray Module to be delivered to the project location complete with growth media and pre- planted and/or pre-grown to 80% coverage with vegetation of the color and type desired by the client suitable for a green roof application. D. Tray Module weights (Bulk density at maximum water holding capacity): 1. Ultra-Extensive System (2.5-inch): 11-13 Ibs per sf 2. Extensive System (4-inch): 18-22 Ibs per sf 3. Intensive System (8-inch): 35+ Ibs per sf E. Tray Module clearance above the roof is 0.5 inches. 2.2 GROWTH MEDIA A. Tray Module Growth Media is an engineered light weight blend consisting of inorganic and organic components. Formulations are based on the German FLL"Guidelines for Planning, Execution and Upkeep of Green-Roof Sites" 2.3 VEGETATION A. Tray Modules are to be delivered to the project location complete with growth media and vegetation pre-planted and/or pre-grown to 80% coverage with plant species desired by the client suitable for green roof applications. B. Extensive System—GreenGridO recommended Extensive plant mixes are composed of highly drought resistant ground covers that can thrive in a non-irrigated (climate dependent), rooftop environment in the project location. Vegetation shall be jointly selected by manufacturer and project landscape architect according to their USDA hardiness zone classification. 1. Recommended planting density-Vegetation should be supplied in a minimum size of 2- inches deep by 1.5-inches wide (plugs)and planted 4 to 6 inches on center(18 to 16 plants per 2x4 module, respectively). C. Intensive Svstem—_GreenGrid recommended Intensive plant mixes shall include grasses, perennials, and/or groundcovers that can thrive in an irrigated or non-irrigated, rooftop environment in the project location. Plants shall be selected according to their USDA hardiness zone classification. 1. Typical planting density-Vegetation should be supplied in grow-plug or quart size containers and planted in the GreenGridO green roof modules at a rate of 8 to 12 inches on center(11 to 8 plants per 2x4 module, respectively). D. Vegetation shall be installed in accordance with the landscape design 2.4 GREENGRIDO ACCESORIES A. Rubber Pavers are required 1. Standard Paver size: 2 feet by 2 feet, and 1.75-inches in depth. Various paver depths are Mary Hart Design LLC 07 7100-2 VEGETATED ROOF SYSTEM Change Order 4 available. 2. Pavers are composed of 100% recycled (post-consumer) rubber and are available in various colors. 3. Standard Paver weight: 7.5 Ibs. per square foot. B. Edge Treatments (optional) Standard: 0.040 Painted Aluminum (recycled content 91%)or 24 gauge Painted Steel (recycled content 28 to 35%)for placement on viewable edge of modules. C. Irrigation Systems (by others) Irrigation requirements will be dependent upon project location and plant selection. For Extensive GreenGridO Systems planted with a mix of highly drought resistant ground covers, a backup system to irrigate the green roof during prolonged droughts or during hot dry windy weather patterns is to be provided. Simple overhead spray system with spray heads, or spigot/hose/sprinkler systems are inexpensive and effective methods. These also provide the means to optimize the evaporative cooling effect of the GreenGridO Green Roof System during such weather events. PART 3- EXECUTION 3.1 DELIVERY AND HANDLING A. Installation Season: 1. Northern Climates: Unless otherwise permitted, module installation shall be done between April 15 and October 15, but not when the weather is below 50°F. 2. Southern Climates: Will be dependent upon weather and/or plant availability B. Do not install on saturated roof surfaces or under freezing weather conditions, the latter unless with the express permission of Weston Solutions, Inc. C. Coordinate the completion of installation within a 24-hour period from the time the modules are to be delivered. D. Handle planted modules with care. Do not drop, kick, or point-load modules during handling and installation. 3.2 SITE PREPARATION A. PerForm module installation only after appropriate waterproofing system, with the proper taper to allow for drainage, has been installed and inspected. It is strongly recommended that these areas be leak tested prior to module installation to confirm water-tightness. B. Erect safety signage and provide fall protection/fall prevention equipment as required under OSHA. C. Restrict traffic from work areas until modules are installed and there after to restrict damage to the plant material. D. Thoroughly sweep away all debris, foreign material, etc. from the waterproofing surface. Mary Hart Design LLC 07 7100-3 VEGETATED ROOF SYSTEM Change Order 4 E. Refer to Waterproofing System manufactures' recommendation toward acceptable slip-sheet protection fabric. 3.3 APPLICATION OF SYSTEM TRAY MODULES A. Remove all debris from the slip-sheet surface that might interfere with installation of the modules or compromising the integrity of the waterproofing surface. B. Place modules over the slip-sheet in the desired locations in accordance with the landscape design. C. Modules shall be installed in straight rows, tight against each other, and arranged in the proper directional orientation. D. For connecting modules together, drill a hole through the middle of the outer lip at the top of the tray continuing through the inner wall of tray. Using a 150 pound black"zip tie," put the tie through the hole and cinch up tight. The hole/zip tie shall be at 2 foot centers: 1. 2 x 2 modules-4 ties per module 2. 2 x 4 modules - 6 ties per module E. Installed modules shall be watered sufficiently with a fine spray so as to thoroughly moisten the growth media from top to bottom. Water shall be free of substances harmful to plant growth. Hoses or other methods of temporary irrigation shall be furnished by the Contractor. 3.4 WARRANTY A. GreenGridO Modules: WESTON warrants that each GreenGrid° Module (the "Product")will perform its function of containing plant growth media for a period of twenty (20) years from the date of shipment of the Product by Weston. As used herein, "Product" means only the module and excludes (i) any plants, growth media, and any other materials placed within the GreenGrid modules, or(ii) any irrigation, mechanical, structural, or electrical components contained therein or attached thereto. B. Standard 30 Dav Plant Limited Warrantv: WESTON will supply replacement plant(s)free of charge for any plant found to be dead or in severe decline (beyond the point of returning to aesthetic and economic value)for a period of 30 Days from the date of shipment of the Product by Weston. This warranty only covers those species selected and/or approved selections by WESTON horticulturists. Those NOT approved but planted to meet a design requirement shall not be covered. This warranty is NOT in effect for plant material purchased and installed outside our recommended installation season (Installation Season: April 15th through October 15th)or plants purchased and installed by others. C. OPTIONAL: 1 or 2 Year Extended Plant Limited Warranty. Please contact your local WESTON representative for details. 3.6 30-DAY MAINTENANCE PERIOD A. Installation contractor shall maintain the vegetated tray modules for a period of at least 30 days after completion prior to acceptance from building owner. B. 30-Day maintenance shall include: 1. Water the System once a week (weather dependent)too aid in plant establishment. Mary Hart Design LLC 07 7100-4 VEGETATED ROOF SYSTEM Change Order 4 System shall be watered more frequently during extended hot and dry weather especially when plants are showing signs of wilting. 2. Perform spot weeding as necessary. 3. Repair, rework, and replant all areas that have washed out or are eroded. Replace dead plants with new plants. C. Upon completion of the 30-day maintenance period, a written maintenance plan for the specific green roof system shall be submitted to the building owner. A GreenGridO Representative will be made available to go over this document. 3.7 ACCEPTANCE A. Inspection to determine acceptance of modules will be made by the Owner, upon Contractor's request. Provide notification at least 7 working days before requested inspection date. 1. Modules will be acceptable, provided all requirements, including maintenance period, have been complied with, and healthy, even colored viable plants are established. B. Upon acceptance, the Owner will assume module/plant maintenance. 3.8 CLEANING A. PerForm cleaning during installation of the work and upon completion of the work. Remove from site all excess materials, debris, and equipment. END OF SECTION Mary Hart Design LLC 07 7100-5 VEGETATED ROOF SYSTEM Change Order 4