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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 � APPROVED BY THE m � 1� I � v' Ej; - - � � _ � � _ _ - - DESIGN REVIEW BOARD a � x _ �� _ - �' T�QWN UF UAlt 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 = __���-- .�.._ � � � � ��� �., ;� ',�. 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