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I / „ I I � I � � I � I I ' . � / / � � � � � � I � I � • . , • • I � I I � • � I � � � � � I I � • � � . / � • � I • � i � , � � • I � I / I � . i I � � I I � ♦ � � � I • I � � I � i , i � , I i • � , � • � � . � � � � �r . . . .- ` .. , . :. . . . _ . . � , ' . ' . - . . = _ . .. :�. . . . . • L\ V �� � 1 � S . • � _ � »-. � INDEX OF DRAWINGS - VOLUME ONE : , ..���y � � � � ; � � . v ,. z y ���€: REV REV REV REV REV REV REV REV REV REV ` °'��° �� `' ' ` SHEET DRAWING TITLE PERMIT #3 #4 #5 #6 #7 SHEET DRAWING TITLE PERMIT #3 #4 #5 #6 #7 .. .. . GENERAL ARCHITECTURAL "°���' '�� ' CSV-1 COVER SHEET-VOLUME ONE 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 AO 0 0 OVERALL GRID GEOMETRY PLAN 10/19/2007 ` IO/IcI/O� IND-V1 INDEX SHEET-VOLUME ONE 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 AO 0 1 LOWER LEVEL GARAGE GRID GEOMETRY PLAN 10/19/2007 AO 0 2 UPPER LEVEL GARAGE GRID GEOMETRY PLAN 10/19/2007 GO 0 0 GENERAL NOTES, LEGEND, SYMBOLS, &ABBREVIATIONS 11/17/06 03/08/07 8/10/2007 AO 0 3 GARDEN LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 1 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 4 FIRST LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 2 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 5 SECOND LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 3 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 6 THIRD LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 4 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 7 FOURTH LEVEL GRID GEOMETRY PLAN 10/19/2007 _ GO 0 5 RATINGS, BUILDING AND UNIT DATA 11/17/06 03/08/07 8/10/2007 AO 0 8 FIFST LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 1 0 LOWER LEVEL GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 0 9 SIXTH LEVEL GRID GEOMETRY PLAN 10/19/2007 � GO 1 1 LOWER LEVEL WEST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 1 0 LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 GO 1 2 LOWER LEVEL CENTRAL AREA GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 1 1 ENLARGED PLAN-WEST WING LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 �� GO 1 3 LOWER LEVEL EAST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 1 2 ENLARGED PLAN-NORTH CENTRAL LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 O � GO 2 0 UPPER LEVEL GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 1 3 ENLARGED PLAN-EAST WING LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 � GO 2 1 UPPER LEVEL WEST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 0 UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 � GO 2 2 UPPER LEVEL CENTRAL AREA GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 1 ENLARGED PLAN-WEST WING UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 � GO 2 3 UPPER LEVEL EAST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 2 ENLARGED PLAN-NORTH CENTRAL UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 � GO 3 0 GARDEN LEVEL GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 3 ENLARGED PLAN-EAST WING UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 /� � � GO 3 1 GARDEN LEVEL WEST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 3 0 GARDEN LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 � GO 3 2 GARDEN LEVEL CENTRAL AREA GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 3 1 ENLARGED PLAN-WEST WING GARDEN LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 r^ GO 3 3 GARDEN LEVEL EAST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 3 2 ENLARGED PLAN- NORTH CENTRAL GARDEN LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 r \ v J O G1 1 0 FIRST LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 3 3 ENLARGED PLAN-EAST WING GARDEN LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 v [� a G1 1 1 FIRST LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 1 0 FIRST LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 1 I ` O G1 1 2 FIRST LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 1 1 ENLARGED FIRST LEVEL FLOOR PLAN-WEST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 �1 V V G1 1 3 FIRST LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 1 2 ENLARGED FIRST LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 4/12/2007 8/10/2007 10/19/2007 � � a G1 2 0 SECOND LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 1 3 ENLARGED FIRST LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 i„� G1 2 1 SECOND LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 1 4 ENLARGED FIRST LEVEL FLOOR PLAN-EAST WING 11/17/06 8/10/2007 10/19/2007 � �T1 Q� G1 2 2 SECOND LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 2 0 SECOND LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 � w � ' G1 2 3 SECOND LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 2 1 ENLARGED SECOND LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 � G1 3 0 THIRD LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 2 2 ENLARGED SECOND LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 5/4/2007 8/10/2007 10/19/2007 G1 3 1 THIRD LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 2 3 ENLARGED SECOND LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 � �""� G1 3 2 THIRD LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 3 0 THIRD LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 � (� G1 3 3 THIRD LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 3 1 ENLARGED THIRD LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 �Tl G1 4 0 FOURTH LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 3 2 ENLARGED THIRD LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 � ��� G1 4 1 FOURTH LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 3 3 ENLARGED THIRD LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 4 2 FOURTH LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 4 0 FOURTH LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 4 3 FOURTH LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 4 1 ENLARGED FOURTH LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 G1 5 0 FIFTH LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 4 2 ENLARGED FOURTH LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 G1 5 1 FIFTH LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 4 3 ENLARGED FOURTH LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 5 2 FIFTH LEVEL CENTRAL WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 10/19/2007 A1 5 0 FIFTH LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 5 3 FIFTH LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 10/19/2007 A1 5 1 ENLARGED FIFTH LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 G1 6 0 SIXTH FLOOR EGRESS PLAN 11/17/06 03/08/07 8/10/2007 A1 5 2 ENLARGED FIFTH LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 OWNER/DEVELOPER G1 6 1 SIXTH LEVEL WEST WING EGRESS PLAN 03/08/07 8/10/2007 A1 5 3 ENLARGED FIFTH LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 6 2 SIXTH LEVEL CENTRAL WING EGRESS PLAN 03/08/07 8/10/2007 10/19/2007 A1 6 0 SIXTH LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 VAIL RE RT S� S G1 6 3 SIXTH LEVEL EAST WING EGRESS PLAN 03/08/07 8/10/2007 A1 6 1 ENLARGED SIXTH LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 - G1 7 0 ROOF LEVEL FIRE SEPARATION PLAN 11/17/06 03/08/07 8/10/2007 A1 6 2 ENLARGED SIXTH LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 DEVELOPMENT � G1 7 1 ROOF LEVEL WEST WING EGRESS PLAN 03/08/07 8/10/2007 A1 6 3 ENLARGED SIXTH LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 COMPANY G1 7 2 ROOF LEVEL CENTRAL WING EGRESS PLAN 03/08/07 8/10/2007 A1 7 0 NOT USED - - - - - - G1 7 3 ROOF LEVEL EAST WING EGRESS PLAN 03/08/07 8/10/2007 A1 8 0 ROOF PLAN 11/17/06 8/10/2007 AVON,COLORADO A1 8 01 ROOF PATTERN/MATERIAL PATTERN 11/17/06 8/10/2007 CIVIL A1 8 1 ENLARGED ROOF PLAN-WEST WING 11/17/06 8/10/2007 COOOA COVER SHEET 11/17/06 4/12/2007 8/10/2007 A1 8 2 ENLARGED ROOF PLAN-CENTRAL AREA 11/17/06 8/10/2007 C000B TOWN OF VAIL CONSTRUCTION NOTES 11/17/06 8/10/2007 A1 8 3 ENLARGED ROOF PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 DESIGN ARCHITECT C001 EXISTING CONDITIONS PLAN 11/17/06 03/08/07 8/10/2007 A2 CO 1 UNIT TYPICAL NOTES &LEGEND 5/4/2007 8/10/2007 C002 SITE DEMOLITION PLAN 11/17/06 4/12/2007 8/10/2007 A2 C1 1 UNIT 2Ca-UNIT PLAN& REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 � O C003 GRADING PLAN & DRAINAGE 11/17/06 03/08/07 4/12/2007 8/10/2007 10/19/2007 A2 C1 2 UNIT 2Ca- ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 C003B GRADING PLAN (CONT) 11/17/06 4/12/2007 8/10/2007 A2 C1 3 UNIT 2Ca- ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 C004 STORM SEWER PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 A2 C2 1 UNIT 3Ca-UNIT PLAN& REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 C005 STORM SEWER PROFILE 11/17/06 4/12/2007 8/10/2007 A2 C2 2 UNIT 3Ca- ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 C006 WATER AND SANITARY SEWER PLAN 11/17/06 , 4/12/2007 8/10/2007 A2 C2 3 UNIT 3Ca-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 Denver, Colorado C007 SHALLOW UTILITY PLAN 11/17/06 _ 4/12/2007 8/10/2007 10/19/2007 A2 C3 1 UNIT 3Cb-UNIT PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 C008 EROSION CONTROL PLAN 11/17/06 4/12/2007 8/10/2007 A2 C3 2 UNIT 3Cb-REFLECTED CEILING PLANS 4/12/2007 8/10/2007 10/19/2007 C009 SITE& UTILITY DETAILS 11/17/06 4/12/2007 8/10/2007 A2 C3 3 UNIT 3Cb-ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 ARCHITECT OF RECORD C010 HARDSCAPE DETAILS 11/17/06 4/12/2007 8/10/2007 A2 C3 4 UNIT 3Cb- ENLARGED PLANS&ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 GLOVER SMITH BODE,INC C011 EROSION CONTROL DETAILS 11/17/06 4/12/2007 8/10/2007 A2 C3 5 UNIT 3Cb-ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 OKLAHOMA CIT'Y,OKI.AI-IOMA C012 SIGNAGE RELOCATION PLAN 03/08/07 4/12/2007 8/10/2007 A2 C4 1 UNIT 3Cc-UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C4 2 UNIT 3Cc-ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 CIVIL ENGINEER LANDSCAPE A2 C4 3 UNIT 3Cc-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 ' ALPINE ENGINEERING,INC LA100 GRADING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C5 1 UNIT 3Cd-UNIT PLAN 4/12/2007 5!4/2007 8/10/2007 10/19/2007 VAIL,COLORADO LA101 GRADING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C5 2 UNIT 3Cd-REFLECTED CEILING PLANS 4/12/2007 8/10/2007 10/19/2007 ' LA102 GRADING PLAN 8/10/2007 10/19/2007 A2 C5 3 UNIT 3Cd-ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 LANDSCAPE ARCHITECT LA200 LAYOUT PLAN 11/17/06 8/10/2007 10/19/2007 A2 C5 4 UNIT 3Cd-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 S E GROUP A2 C5 5 UNIT 3Cd-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 BURLINGTON,VERMONT LA201 LAYOUT PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 1 UNIT 3Ce-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 LA202 PAVING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 2 UNIT 3Ce- ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 STRUCTURAL ENGINEER LA203 PAVING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 3 UNIT 3Ce-ENLARGED ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 HAYNES WHALEY ASSOCIATES, LA204 PAVING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 4 UNIT 3Ce-ENLARGED ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 INC LA205 PAVING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C7 1 UNIT 2Cb-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 HOUSTON,TEXAS LA300 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 A2 C7 2 UNIT 2Cb-ENLARGED PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 LA301 LANDSCAPE DETAILS 11/17/06 10/19/2007 A2 C7 3 UNIT 2Cb-ENLARGED PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 MECHANICAL ELECTRICAL LA302 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 A2 C8 1 UNIT 2Cc-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 PLUMBING ENGINEER LA303 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 A2 C8 2 UNIT 2Cc-ENLARGED PLANS& ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 ABS CONSULTANTS INC LA304 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 A2 C8 3 UNIT 2Cc-ENLARGED PLANS& ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 DENVER,COLORADO LA305 LANDSCAPE SECTIONS 11/17/06 8/10/2007 10/19/2007 A2 C9 1 UNIT 3Cf-UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 INTERIOR DESIGN LA306 LANDSCAPE SECTIONS 4/12/2007 8/10/2007 10/19/2007 A2 C9 1a UNIT 3Cf-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 WILSON&ASSOCIATES LA307 LANDSCAPE SECTIONS 8/10/2007 10/19/2007 LA400 LANDSCAPE PLAN-TREES&SHRUBS 11/17/06 5/4/2007 8/10/2007 10l19/2007 A2 C9 2 UNIT 3Cf-ENLARGED PLANS & ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 DALLAS,TX LA401 LANDSCAPE PLAN-PERENNIALS 11/17/06 5/4/2007 8/10/2007 A2 C9 3 UNIT 3Cf- INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 LIFE SAFETY A2 C9 4 UNIT 3Cf-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 LA402 LANDSCAPE PLAN-COURTYARD 11/17/06 5/4/2007 10/19/2007 BCER ENGINEERING INC A2 C10 1 UNIT 2Cd-UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 LA403 PLANTING DETAILS 11/17/06 10/19/2007 ARVADA,COLORADO LA404 IRRIGATION PLAN 8/10/2007 10/19/2007 A2 C10 2 UNIT 2Cd-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C10 3 UNIT 2Cd-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 DEWATERING A2 C11 1 UNIT 2Ce-UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C11 2 UNIT 2Ce-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 PROJECT NUMBER 2094100 DW100 UNDERFLOOR DEWATERING 11/17/06 4/12/2007 8/10/2007 A2 C11 3 UNIT 2Ce-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 DW101 DEWATERING DETAILS 11/17/06 8/10/2007 A2 C12 1 UNIT 3Cg-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C12 2 UNIT 3Cg-ENLARGED PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 ISSUE REVISION DATE A2 C12 3 UNIT 3Cg-ENLARGED PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C12 4 UNIT 3Cg-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 � A2 C13 1 UNIT 3Cm-UNIT PLAN& REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C13 2 UNIT 3Cm-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C13 3 UNIT 3Cm-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 A2 C14 1 UNIT 3Ch-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C14 2 UNIT 3Ch- ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C14 3 UNIT 3Ch- INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 A2 C15 1 UNIT 3C�-UNIT PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C15 2 UNIT 3C�-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C15 3 UNIT 3C�-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C15 4 UNIT 3C�-INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C16 1 UNIT 3Ck-UNIT PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C16 2 UNIT 3Ck-REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C16 3 UNIT 3Ck-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C16 4 UNIT 3Ck- ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C16 5 UNIT 3Ck-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C17 1 UNIT 4Ca-UNIT PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C17 2 UNIT 4Ca-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C17 3 UNIT 4Ca-ENLARGED PLANS&ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 017 REV #7 10/19/07 A2 C17 4 UNIT 4Ca-INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 � A2 C17 5 UNIT 4Ca-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 � 015 REV #6 08/10/07 ' A2 C18 1 UNIT 4Cb-UNIT PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C18 2 UNIT 4Cb-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 � 014 REV #5 05/04/07 A2 C18 3 UNIT 4Cb-ENLARGED PLANS& ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 013 REV #4 04/12/07 A2 C18 4 UNIT 4Cb-INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 4 A2 C18 5 UNIT 4Cb-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 009 PERMIT SET 11/17/O6 A2 C19 1 UNIT 4Cc- UNIT PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C19 2 UNIT 4Cc- REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C19 3 UNIT 4Cc-ENLARGED PLANS&ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C19 4 UNIT 4Cc-ENLARGED PLANS&ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C19 5 UNIT 4Cc-ENLARGED PLANS&ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 , A2 C20 1 UNIT 2Cf-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C20 2 UNIT 2Cf-ENLARGED PLANS&ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 A2 C20 3 UNIT 2Cf-ENLARGED PLANS&ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 PROJECT NOR'IH 7RUE NOR7H PROJECT KEYPLAN � � � � a ^ INDEX OF DRAWINGS r� 6 N VOLUME ONE � � o � N � N � .--i � IND - V1 w , 0 Z � �. � � � U � � � rn � �o��r� c���r�� �.. �. . : � i�����. �40. � . 2 �.�°,#, �f,,� ,. ��� 0o d- oo �n r�-� co 00 � �.r� co 00 ; ... ... . � I� � d- O N N i� I� 00 00 �(j �+ >'��' .. `` . � N/y� N/�y� N�\ r/�'�/� dM' �/y� dM- �M ��y-� dry�' d/'�'� Cp '� 4 , . 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SOME PIPINCx WILL �O� � I � � � �O � I � � NOtE: ALL SPOt �OI�I�� LE1�L I1�C� � NOT�: �LOOi�S ANp OTN�R � N NE�D TO BE RUN WItNIN tNE DEP7N O� 7'NE � � �� �� �r � � �� � � ���I� �•�•�- �Oq6 -O U.N.O. E�EVAtIONS AR� PARt 7 S \ O� REYISION �, UNLESS COMP�4CT �3 TRUCTUR�4L C�RfDS IDENTI�fED F��4TU�S INDIC,4TED. WN�� N S7RUCtUR� ANp POSSIBL� RE-ROUtiNCx WILL o.3.o SCALE: 1/i�°=1'-O° AS �OLD ARE 'Tf�-I�OWN' ,4N �LEYATION IS NOT � 0 8�-0� �6�-0� 32'-0� OtHERWfS� NOt�p. St�4Np�4RD °18 GONTINUOUS T+-�ROUC��OUt � BE N�CESSAi2Y TO ,4LLOW 7N1S CLEARANCE t0 �L,4N NOi�TN -� BUI�pfNC�x 1/�RTIG,4LL1'. INDIG,4TED, 17 IS TO SE ,� BE OBtAfNED. SPOI' �L�VAtIONS INpICATED -� tOt�4� ��� SOq6.0' TNE, tl-E� B,4S f G A O . 1 • O � NAV� REPLAC�p tl�E +O' / -O' INDICAtEp �LOOR �LEV�4TION FO� THIS � � PREVfOUSLI' . � I � LEYEL. � � � � , �- � _ o� �,� � ,� - -- � ������� �o-r�s: ���� �x����uis��� �����t��o��s: f.y . . . ^�: z b. ' �.•.t,r rv. . _ 1. CONtRAG70R SN,4LL GOORDIN,4t� aLL tRApE REQUIR�M�NrtS ANp . f'` � �„-� �:�_'� .. � REPOi2t CON�LIGtS fMMEDIATELY I� �OUNp. 7NE CON7iZAGtOR SNALL O S�EC - SU�,4CE MOUNtED �IRE EXtINCxUISN�R C�48fNE7 ��"A`�`� £` �_������Y ��` :.�„ h ��F W � W �.;:�f��; � VERIFY ALL DIMENSIONAL pAT,4. E� ��G - SEMI-RECESS�p �IR� EXTINC�UISHER CABINET � � � ' $�" �`:: �E �`� �� 2. RE�ER TO SN�ETS ,411.81.0 tNROUC�N A11.�.0 �OR CONGRE7E �LOOR �4Np � 8 9 11 12 13 16 17 20 � 21 23 24 m m 28 m ``�`` , , . a..., ,��� ,.�� ,� � �E - WALL BR�4CIGEt MOUNtED �IRE EXtINCxUISN�R �_ �';° ;,. ...,° ....,' � ;, ; ,, B,4LCON1' �pCxE O� SLAB CONStR,4fN7S 6 " 12'-�" 1�'-O" 12'-5" �'-�" 10'-11" 14'-O 1/2" 11'-�" S'-3" 12'-5� 1�'-O° S'-O 1/2" 10'-S 1/2" 6'-�" 11'-S 1/2 " :.., e:... :......::,..:.,..� i3�� ,.�.....:.........,......,- 3. OUTSIDE �AC� OF ME7,4L STUp WA1.L �RAMINCx 70 BE LOCAtED ONE fNCN �• PROVIDE �IRE EXtINC�UfSNER �OR EACN pW�LLfNC� UNIT. LOCA710N5 � 3�'-10" S'-�" � -� ��2 3�'-11" 10/lq/O� B�1'OND EDCxE O� CONCREtE SLAB: R���R WALL S�CtIONS ANp pE7,41LS t0 BE p�t�RMIN�p At A �,,4tER Dat�. _� ��_� 2. �ROVIDE �IRE RAT�D FXTINC�UISNER CABINEtS At �fRE RAtED WALL Q � , _ � U �F. CONtRAGtOR TO COORpINATE PREGAST CONCRET� STRUC7UR,4L Sl'StEM fNStALL,4tfON. _ — — — — — — — ��, — — — — T — ,.n `` GOMPON�NtS WITN POUi2�p IN i�L�4CE CONGi�TE AND StRUGtUR�4L StEEL m 5•2z• � N N � . 5 - r ' � � � FRAMINC�. (R�• TEEL COLUMN SCN�DULE �OR COORDINATES S5,21 � 55.22) BR.2 — — — — — — — — — � — — — _ .� — ,•-y� 5. R��ER t0 ARCNIt�CtUR,4�. pOGUMEN7S 'A2' S�RfES �OR ALL R�SIDEN7IAL t�lOt�: � •� .• � , * .. ` . . .` � � . . . r � , �- � �. UNIt SPEGI�IC pIMEN510N5 NOTES pE1',41LS ANp SCNEpULES � StRUCtUR�4L C�i�IpS IpENTf�fEI� S _ ° 15 � � �., I��i , , , S , _ , _ - � �, , = H �4 BOLD ARE TI� DOJ�IN 6- � � � � 6. R��ER t0 �46.23 �OR tl'PICAL S�GtION tNROUC-�N CORRIpORS �OR GONTfNUOUS T�ROUC�NOUT T � N =— ��� ;, � � m O � C�ENERAL �4BOVE C�ILINCx M�GNANICAL SYST�M LAYOUTS Q B U I L p I N C-� V E R T f C A L L 1'. p ,�'� �� ��� 1 7 155 � -� � � �`�'� �' I"I � _ � o o � _ �., I � / I � ' I I ,a,s.q � �� I - � I S 5 �� I � � � � �. R E�E R t 0 µE E t Q 6.2 5 7 N R O U C rt N A 6.3 1.2 �O i 2 P U S L f C �4 R E A I N t E R I O R � , � � _ � � O WALL D IM�NS I ONS, Z = — — — — — ,�q 1�� �,, O m � � �. - _�� i� � C/) NOT�: ALL S�CtION M,4i�IGS N�W b- � . ``� O � �T� O 8. PARtftION t1'P�S At A�L GORRIpOR WALLS ARE NOTED �OR MINIMUM • � _ , V TNICKNESS TNAT ,4CNIEY�S i2EG2UIREp R,41'INC�. R���R t0 UNft PLANS 70 3 TNIS SI-E��T � INCLUDED FOi� BZ'5 p _� I I � � � � �' � I � � I I � w O LOC,4rtE WALLS izEQUfRINC� ,4ppiTfONAL �URRINCx, 5"3 q" R EV I S IO� 1. -� � ; I _� J � _ _ � N V V � qq � — — — — — — — — — — -� — — � — — — qq � � � � � 3 � m 152 � O U 1�3 -� ~ � � �4 � � -' � � �j 1� � C� ,�1� - !�l S�' !�l li� �� _ _ _ � _ _ , _ _ � , � � � � ► � A � � � �� �� � � N . � 7 �� ,� � M"�I � � 153 ,4s.9 � _ � _ C/� , �o,��� ����� ���,��� ��oo� ���� �.�.�. +SO�6�_o� �.N.o. � _ , ,��. o � N �.q x � _ ,� , � _ . w ,40.1.1 SCAL�: 1/8"=1'-O" i JJ � _� s.zz. ; I N � �� � i�LAN NORT�-4 o a�-o� a�-o� �6�-0� _ � .— � 5.�8 _ I — — — � — � — — — R � _ — � N �'C� � � ' BHH.9 e e �+ R � 1 1 .1 1 .2 1'-� 1/2" 1 .3 1 .4 5 6 � . �� _, — . � \ N KK '' � � 12'-1" 14�'-�1" 10'-3" 31'-�" 25'-1 1/2" �p — � 3 SP,4G�S '� q'-O"=2�1'-O' '_ " S��C 18' O" 24' 10 1/2 " 18' 6" 0 - � , n � �� � �� _ _ 3 -2 1/2 _ �� OWNER DEVELOPER 2�1 5 2� 11 1/2 -11 � � �� � � �� � �� � I I 10 -5 1/2 2 -8 1/2� � -O 1/2 � � C�..� � (� I I 3 -1 c� N N _ . — — — — — � — — — — — _ � — — — — VAIL RESORTS • � . ., . . �. � � 2 ��� � 5.s � DEVELOPMENT , _ � � 25'-1 1/2" N �t - COMPANY � � '( N r �t !� � 3 PTD. , AVON COLORADO _ , � V c� Q , ^ � �� � �_ �� �'Ai�IGINC� I I I I 0 I I I � q _p I I I 2 � I I - � �� � u � „ �� � �� � �� � �� STRIPINCx, 'Q� 35 -� � 11 -� 2 i�,4C�5 '� � -O 3 P�4GES '� O =2� -O S -O �1 -O -��-P 4 � ^�, _ �_ �� � �� � �� � � 18 O _ - 3 O DESIGN ARCHITECT � � — — — — — — — — — — — — — � — — -� — — � QQ CLUB �1o5A � � �.q _ QQ � _ , S�� , o N 2 0 _ � I I I � I / I 5 �.� �10� I I I I I ' BRR.5 - S � , � '-� R3 G��4INLINK �EC � _ _ _ � m O ��NG� —{- — — — — — '` — — — _ z — BRR.7 S'-O' N f C�N N ;'� � �• '` � % U � '�� SS �enver, Co�orado � �2z. � 2 3 � 5 � -� � l 1 � o � TT = � — I I _ �_ _ _ R A _ _ I — �, � — _ — I _ � _ � I I I I � I � � I ' � -� ARCHITECT OF RECORD ,4LL STOR�4C�� �r- O T'�P. 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N ' ALPINE ENG NEERING,INC B TT.9 '— — — ,a3. 2 — — — — � ` — q �-D 1 1 � : — B TT.9 vA1L,coLO�o I I I I , ,�L I I �°� I �l \ �,, ''t• � ° � F'� 1.ANDSCAPE ARCHITECT - r � ' BURLINGTONOVERMONT VV _ 1 — — — — — — — , � �0 �$ "� P2s 52 �t PARKING � � � �� / \ I I I I I GOMP,4G N �13� STRUCTURAI,ENGINEER \ ' HAYNES WHALEY ASSOCIATES, � I � I I , �� ,� I I I I I I � I � = INC N \� 8; g�,�Np � HOUSTON,TEXAS � _ u� S�.OPE �MP 55 COMP,4G �j[�. � � MECHANICAL ELECTRICAL � , --� O ` I ' � _ / � 6 �V PLUMBING ENGINEER , _ r � � � ' N � \ PL�N� ,4q, � � W ABS CONSULTANTS INC `V I I I ` �ti I � �7 I � I I I � I DENVER, Q � II I I I v coLO�o � ��, N 6 � � � COM}=A t � � 2 i_Sn INTERIOR DESIGN ' �p" 1 -3 1/2" r�� 3�o'-O° 5� � �_ �� wlLS D�LAS ociATEs cn � �/ '-O' 1 '-2 " '_O" 20 -2" 8'-(0 1/2" cn AAA ,� � � — — — — — — — — — — — — � ' •� � LIFE SAFETY AAA _ — — — — :. � — , BCER ENGINEERING INC �„ ``� I I I ° I � _ • ' ' � i :�` �: _ ' — — ' — _ AAA. 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I. CON7RACtOR SNALL GOORpINAt� A�� 7RAp� R�QUIR�M�NrtS ANp tff A � �`x C An'%n 5"�.V'y :l:� :M .�a'.. ' REPORT CON�1.fGT5 fMMEDIAtELY I� �OUNp, tNE CON7iZ4CTOR SNALL y �3 � `;�' `'s � �`��' `� f�� £ , '�.., ^=s 1/�RI�Y ALL DIMENSIONAL DAt,4. 5 ,a�s�€> �3 £ 5 � 2 t' o ,�.. 2. RE�ER TO SNEEtS ,411,81.0 7HROUC�cN A11.7.0 �OR CONCRE7� FLOOR �4ND ��° •'�; �y t`� 0o d- oo �n � .}�° � �� � �ri � a; � o c�i � � � o0 0o BALCONI' EpC�� O� S�AB CONStR,4f NTS �� �`;�" �\ �y� N N N r7 d- � � � � � � �°�.3 � r,` m 28 m m m m m m m 00 °° 3. OUtSIDE �ACE O� METAL S7UD WALL �RAMINCx TO BE LOCA7ED ONE INCN � � 10/lq/O� 17 20 21 23 24 26 R11 32 34 35 36 39 42 43 44 46 47 48 49 56 B�1'OND EDC�E O� CONCRET� SLAB: RE�ER WALL S�CtIONS ANp DET,4ILS � 3�_�� 1'-I 1/2' 11'-4' 8'-3' 12'-5' 14'-0' 8'-O i/2` 3'-il" '-q 1/2' 6'-6' 11'-81/2' 12'-5 1/2' 13'-101/2' 12'-I1 I/2" 12'-O 1/2' 10'-6 1/2' '-O 1/2' 14'-51/2" 8'-� I/2' 21'-3' �. GON7RAGTOR 70 GOOi2pINAtE Pi�EGASt CONGREtE StRUCTUR,4L S1'StEM I I � � I'-4" ��_p� 1'-5' 3� I 1'-4` I � � I COMPONENtS WftN POUi�D IN PLAC� CONC�ETE ANp STRUGTUR,4L STEEL 5��_2� 7�_2� ID-� 4��_ ��2� 21'_II' 2 I/2" I -6 �R,4MINCx. (�: STEEL COLUMN SCH�pU�� FOR COORpIN,4TE5 - 55.21 4 55.22� � R 10 5'-6' 5'-81/2' RG � � 5. R���R t0 ,4RCNIt�CtURA� DOGUMENtS ',42' S�RI�S �OR ALL R�SIp�NtfA� 6.a '�� ��s 26 -6 1/2 UNIT SP�CI�IG pIMENSIONS, NOT�S, p�t,41L5, ANp SCN�pULES Z I�I - - - - - - - - - - \3 - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — O � � I � R I �,1'� � I I I I I � � II �� � 6. RE�ER 70 A6.23 �OR t1'PICAL S�CtION TNi�OUC�I� GORi�IDORS �OR !� � I I I � � � CxENERAL �4501/E CEfLING M�CNANICAL S1'StEM LAYOUTS � r � �.��.�� - " ' � I I � � � I 5• � � I � �, i��ER TO SNEETS A6.25 tNROUCrtN A6.31.2 �OR PUBLIC AizEA INtERIOR � O p3 , �-'s : H � A3.10 W,4LL p IM�NS I ONS. � � � I j I I I 2� , I P3 °- s I I I j �� II � S, ,4 tftlON tl' S At A CO f O WA S ,4 NOt �O MINIMUM � � � � � � � � � P R PE �L RR D R LL R� ED R V � a �o / � � I I THIGKN�SS 7NAt ,4CNI�Y�S F2EC�UIR�p RATINC�. R���R 70 UNfT PL,4N5 TO � r l � ' . � I v O � � � • 2 8 2� ,' 6� � i � LOCAt� W,4LLS i�EG2Uf RINC� ADD 1710NAL �LIRRINCx. 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' - � I S x` II PLUMBING ENGINEER � � .3 � � I I � _ J , � .` . o GOMP�GT o �,06 I■ �. �os�Y _ — — � _ 0 lOqB � - 11°I 6- Q — �. } � � •� � `� F� �,��� � ' � I � � I I ABS CONSULTANTS INC 1 I : - • � �113 � � � 0 2� -q' @ 17'-3' DENVEx,coLO�o � � `� IOG � 3 10 -6 , — � INTERIOR DESIGN _ _ R L B � 2B I 1 I P i.t� r– C .: d I WILSON&ASSOCIATES � � - � � � � - - - 1 - - � � �_J_ m BR.2 - _ . _ . � � _ , , �, M N an DALLAS,TX , , . � M I . . � - {� _ - B N .I II I I � I � � � � � � � � � � � LIFE SAFET'Y BCER ENGINEERING INC ' I ARVADA,COLOR.ADO T � � �� � = 1 I � 12 g'- 121 0 - o , .$ , N "� 1 5 � —� u ^ 1�� 1 138 13� 13 132 130 12 8 � — ' — — � � � O _ — ' W PROJECT NUMBER 20941 00 ^ I I � 11 � � � � � }. � � � � � ..} � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � ' M � I I � � � 'q N fT q � - - i�LA q.s I _ � ISSUE REVISION DATE 1�1 � Q _ � M �� 122 123 � e �� � – .-. _ PCx , , N BZ.5 _ - — - , �-. � o � o I �•` o � � I � � I ~ I f-- � I _, � � �, � � ` _ �; � � � � � � � � � AA — — — — — -o � — — � s[ — — � — — =' —I — AA o _ i � , 1L P,41NT� � u � - - � � ' — 6— M 152 ° - � � 1�3 "' O O � 12 �',4RIGIN 12 _ 7 _ o N o T � T N O � , U U � STRIi�IN , ,,, � � I @ c� � � -� T1'i=. � � «' � � v, ^ � � � � � � � � I � �� AB.q A8.9 M �� � • � 15�4 153 �q � N -� — — — — — _— — — BEE.6 ^ � � q 1 13�1 13� 13 133 131 � 12 6 12�i � � � T _ ( � � 1� 12�1 8 �4s.q � I ,i, ; JJ � ^ .3 � � :�< � � PC�.� � ' — — — — — BHH.9 , _ ' � � ' • , R _ t � R O ' t � • +� KK }_� . � � — — 1 - /2 = ' - KK � 01� xEV #� 10/1�/0� 2'-81/2' l ' ' � — � ' � � . , `r 0" 18' 0' `�' 2 '-11 I/2' � � 18' 5' 8'-0 2 SPACES '� q' ' 2 S CES � 8'-0` q'- '-0' 36'-4" `�' "' 6 o1s �v #� os/1o/o� � � � ' = 18'-O" = 1� O" F�G ��C I �� 11'-2 1/2' � 014 �v #s o5/04/0� 3'-6 1�' I 4 -0 I/2 S��G � I � I 3'-�' 3'-0' 4'-6 1/2' I �— N N — _ � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � � ¢ 013 REV #4 04/12/07 �' I P�4i�ICENC� �/ 009 PERMIT SET 11/17/O6 � � �� � � � I � F- �13� � � � � z ,�z� � � � , � � � , � . � , „ � , � , 0 „ � , � , , , � , � � 6 -7 8-3 12 -5 22 -0 I/2 ID -81/2 6 -6 ll -8 I/2 27 -8 27 -5 10 -6 1/2 16 -7 I/2 8-II I/2 I1 -0 21 -3 NORTH GEN7R4L 1 20 21 23 28 42 '�•1O 48 49 56 � � oo � ao �n r� d- �n � �ci r� o� � o � � � N N N r7 d' d- � m m m m m m m m PFOJECT NOR'IH TAl1E NOR'IH PROJECT KEYPLAN � �I ������� ���I� I��� I t'� — C�1����� � � �� � �O�t�� ����� ������ �J�OO� I ��I�l �.�.�. +SOq6'-O' U.N.O. NORTHG C�ENT AL LOWER LEVEL � �-�- SG,4�.�: 1/8"=1'-O" o ��-o� 8�-0� �6�-0� GARAGE FLOOR PLAN 0 ° PL�4N NORTN N .-\-I Q1 ? � A0 . 1 . 2 0 � Q � � � � U Q' � � rn S'-�4 1/2" 15'-� 1/2" 5' S 1/2" 10'-5" 22'-10 1/2" 5'-S° 30'-2 1/2" '_S" � �� 3�_��� -O � » .. �����,�� ����5= ���� �X������5��� ����������5- � 48 � 2 -� 1/2 � 56 � 59 62 63 � � _ �y ,°f� ».. A5.11 d- 49 5.1.1 5.2 � � .2. 5.3 � 'a'.. ., 1. CONTRACtOR SNALL GOORDIN�4tE ALL tR,4DE REQUIREMENTS ,4ND 0° 0° 72 c� �` .�-� �i S��G - SU�AGE MOUN�Ep �IR� �XTINCxUISNER GA�INEt ' . ' • • ' ' �, . . , T�V �y� �:�; ��'�'3 `` ��° � C REPORT CON�LICtS IMMEDIATELY IF FOUND. 7NE CONTRACTOi2 SN,4LL - - '�� ' - � ` p a _. " VERI�Y ALL DIMENSION,4L D,4T�4. _ ' �.i �- - - - - - - - - - - - - - � _ :.. .. E� �EC - SEMI-R�CESSED �IRE EXTINC�UISN�R CABINET - - - �. . , E�� , °° ', R � Y = q .C�,: 2. RE�ER t0 SNEEtS A11.BI.0 tNROUC�N �411.�.0 �OR CONCREt� �LOOR ANp , _ = O = I �..���,��� I � � ''� � = I •ZO ,, � B�4 L C O N Y �D C�E O� S L A B C O N S T R,4 I N T S �' �E - WALL BRAGKEt MOUNtEp �IR� EX7fNC�UISNER 6 112 �q �' p _� N " � I I 10°I 1 1 0 I i z O O M � � :� - O � � , . . . 1. PROVIpE �IRE �XTINCxUISN�R �OR EACN pWELLINCx UN17. LOCAtIONS �' � � p � Lll A �>>�' N `� � 10/lq/07 3. OUtSID� �ACE O� M�1'AL StUp WA�,L �R,4MINCx t0 B� LOC,4tEp ON� INCN � ^ � , ^ � BEYOND �DC�E OF CONGREtE SL�4B: REFER WALL SEG710NS AND DEtAILS TO BE DETERMINED At �4 LAT�R D�4TE. S m � � � � ' 2. PROVIp� �IR� RAt�p EX71NCxUISNER G,4BIN�t ,4t �IR� RATEp W,4LL � � „ t�s _ 4. CONTRACtOR TO COORp INA7E PREC�4S7 CONCRETE STRUCTURAL SY57EM INSTALL,4t I ON. 1�' - '- � - - 2 2�_���� - � ���_ ��2�� � ���_5 ��2 n �2�r5�� � 1 H L f N� O� COMPONENTS WIrtN POUREp IN PLACE CONCRE7E AND STRLIG7UR4L ST�EL � � � 2�_��� 1 �� _ � 1'�EZZ�4N INE �RAMINC�. IRE: StE�L GOLUMN SCN�pU�� �OR COORpfNAt�S - S5.21 � S5.22) � � t�s � '� `� � ,4801/E � � n N � ^ � 11� 3 �'�4fNTE . O � 2 5. RE�ER TO ARCNItEG7UiZ4L DOCUMENI'S 'A2' SERIES �OR �4LL RESIpENt1,4L � PARKINC� _ -� �4 Rfi� DOR � � .36 7 � UNfl' SPECIFIC DfMENSIONS, N07E5, pETAILS, ,4ND SCNEDULES STRIF'INC�, _ • - H ' p - �11 � I L115 �115Q I O �I Q � T1'P. � - - -f - - - m - - - � �4 6. RE�ER TO A6.23 FOR T1'PICAL SEC710N THROUCxH CORRf DORS �OR NOTE: . c� .� > - `" � ' ♦ � � C��NERAL A�OVE C�ILINCx MECNANfCAL SYSt�M L�4YOUtS � STi�UGtU�AL C�RIDS ID�NtIFIED �,.� : - - ,': � � i� M ,4S �30LD ,4RE 'TI�-DOWN' � - I co � i '- �i � : I � # � � GONTINUOUS TNROUC-�I-IOI�T � - 1� � V #g , � �L�V. 8 ,�/ � p 7. RE�ER TO SNEETS ,46.25 TNROUC�cN A6.31.2 �OR PUBLIC ,4�A INTERIOR BUfLDfNG� VEizTICALLI'. � - COMi�ACT - � 1 -�� -r-�=�� � ; � I 15 Plt �� W WALL p IMENS IONS, 11 S I � - � 05 I � � � 1 # �I q,�. P�AN q, O c� - � P28 = � i STAf R I BI I I I I I I � � I 8. 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VAIL,COLORADO � N I I I N ��� I I N � C�G� � � � I I .� � \ I,ANDSCAPE ARCHITECT �l/ I � �� � � � S E GROUP I = O O o � BPP.9 ^��� � � � I � o , - BURLINGTON,VERMONT � GOMi�,4C7 � � � � � - - � - � - � - - � - � - „ - - - - - - - - QQ � �� �o � - 2 - � - � -11 /2 � � 2 -3 , _ STRUCTURAL ENGINEER 2�'-O° g� p° 2 SP,4CES q'- " '-O" 2 SPAGES '� '-O" 3 fi AC� '� S'-O"=2 'O ' S'-O" �1'-O° 24'- " � 3�'-�" N � � HAYNESWI��I.EYASSOCIA�S, i u i u ' - 5.3.� INC I = 1 S - = 1� -O �- � -I � +- +-� _ � _ _�� COM�',a,C _ � �S _ B R R.5 xousTON,TE�s � - - - � - - ..� • � c ;. � _ f'� _ _ _ _ - MECHANICAL ELECTRICAL - - _ :" - - ,�.` - � (L � ` (L _ (L :�. ���. (L ;r F� _ _ � _ � BRR.7 PLUMBING ENGINEER � � O Q O O 5110 b- � = COO C� ` -� � ADENVERUCOLORADO - U O D U � U U � .q �15 O � • - ^ SS 6. I I � 4 u U II 5.�1. � � � � � � � � � � �I _ � � � � � INTERIOR DESIGN _ I (L - � � $ S � � � OM��C,.I. �121A L�2) -� I WILSON&ASSOCIATES c!J O � � � � I � c� I O A5.� � D�LAS,� (� � N �_ - ' LIFE SAFETY ' � ��j �(� -�8 �G� 81 82 � S� � �eT. � - - - � BTT.7 � BCER ENGINEERING INC O O � � � � ARVADA,COLORADO � � I = � � � � .�. - - - :� - - - � - - < < - � - - COMi�,4GT � WOl"f��l �i � ' � � ' A� ` � .r °J :i` 3" P�41Nt�D �p � � � N �,��INC� � 6 �I3 C�,¢ � ��� �� � . 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N �,, - - - - � - �- -�— - - ' � - � - - - -j= ;k - - � - �—� - _ - � _ ', PROJECT NUMBER 20941 00 � � � AS WAY _� � ` � �-- ' � �., R A � � � _ Ul 0 _ P3 �2 _ 103E c�, I � 'J # STORAC�� I O DDD - - - � - � P22 -� = I _, ;• 53 r�2 1 5O q.q ( IssuE �visioN DATE , . � o o �S �., , _ , � _ � . . 0 5 PZ$ ��06 0 0 0 0 � , �s , � � . � � � � � � � � , . o � � ,� N y � 55 5� � ' � � �� � � � � � � � � �� -� I I D � ;: _ � �� � � � � � � � � I � ' � � I I I � � N N N N N N N � I f C N PZS U U U U U �• I I � � I I I N N N N N N � ( �I-FY �Z ' \ � � � � � I BEEE.8 � — — — _ : � I _ u � � / �OSBY �r _ . 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CON7RACTOR S+�ALL COORDfNAT� ALL tRADE REQUIREMENTS ANp , �_:� '`y;.��..v,a., ,., � � ; �PORt CON�LICTS IMMEDfATELI' I� �OUND. 7NE CONTRACTOR SN,4LL . "` �: �` : '`��' �'�� i VFRf�I' ,4LL DIM�NSIONAL p,4TA. � � b:,�:;f ` h S 5.3 - • � ;.,� � : f.<, � oo � ao �n r� co 00 � �r? �o ao 2. RE�ER t0 SN��TS A11.B1.0 tNROUCrtN A11.�.0 �OR GONCREt� �LOOR ANp =`�� ,. � � I� � d' O N N I� I� 00 00 . , m `V N N m m m m 43 m m m m BALCONY �DCxE O� SLAB GONSTRA,INtS ' m m �'-1 O 1/2' 4'},-.,...»»» 17 � 20 21 23 24 26 28 32 34 35 36 39 ,_ , 42 44 46 47 48 49 56 3. OUtSfpE F,4CE O� MEtAL STUD WALL �R,4MINC� TO SE LOCAtED ONE INCN 10/lq/O� R11 � 5 BEYONp �pC�E OF GONCREtE SL,4B: RE�ER W,4LL S�C710N5 ANp p�TA1�5 1'-4" 1'-O' 3'-�' 1'-�" , 21/2° 1'-11/2° il'-�" S'-3" 12'-5' i�'-O` S'-O 1/2" 3'- i' '-q 1/2' 6'-6` il'-S 1/2' 12'-5 1/2" 13'-10 1/2' 12'-11 1/2' 12'-O I/2" 10'-6 1/2' 3° 2 1/2 S'-11 1/2° S'-4 1/2" 1'-6' 21'-3' �. 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I � � �3 � P3 � TOTAL� '-;' ���� �X������5��� ����������5: F"� �T� � � � � � P OFFIG� �; � R J � � � II � � I � �„ ,�/ F�•� � \ � O� I II A5.11 w A � � � � P3 U108 P3 . , ; _ _ � S��C - SUi�ACE MOUNtED �IRE EXl'INC�UISN�R CABINE7 rTl � � \ ' Fii C/� A - - - - - ' - - y° - - - - �- A E� ��C - SEMI-RECESSEp �IR� EXtINC�UISN�R CA�INEt � c� � I I � \� \�- � � � . I P�3 Q�3 � •. 10 I 12 13 1� 15 I I � ( \ w N � � � � � q � CLUB �� � �� � � � 2 � � ,_ �' �E - WALL 8R4GKE1' MOUNTED �IRE EX71NC�UISNER 6 � _ �n � UIOSA I I I StORAC� I I II I _ � I � U110 ApMIN �2a �X 8 1� P3 �.1 ,45.1 5.� 5.1.1 � O ; � � � � i ���-� u>>> � 6 51 go ���a 18 � � _; 1. PROVfpE �IRE �XTINCxUfSNER �OR �ACN DW�LLINC� UNfT. LOCATIONS �. � • 0 0 0 ( N � 70 BE DETERMINEp AT A LATER D�4rtE. ' P�� P22 � 5 �.q �q P3 �, ( 2. PROYIp� �IRE RAtED �XtINCxUISNER G,4BIN�tS A7 �IRE RAt�p WALL � I I � \ �.'_ � ' 1 Ui11A �z� � �� � � � fNSTALLATION. 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( ,f` '� P28 ', �P3 - - I P3 �� R � �2 N E DESIGN ARCHITECT � �. d � F - � - � - -°.• - I �,•�-'; - - U116,4 � - 6 �2 �, 3� 2 �� � � � � j o �� �� � - j� ''•� � U107 t01L�t I I � � I I II a�.io IM. r- I � -' � O _ � I ( � I � P22 Q �113 P26 I I �.O 35 N I c� 3 O � I I � -d- m OM�N gq 36 6 � I . 0 ' � I � I I P�iG N� p � � P�� � o C� U o Ol��t 38 JANItOR _� _ � °Q � _ � �_ _ H I I I I �„� Denver, Colorado - � - P3 ----- - P22 3"I u,l� � I w � I iJOt�: ALL S�CtION M.4RKS NEW J � I � STRIi�IN , U132A �� � I I II v I � ARCHITECT oF�co� _ � _ _ I o T`r'P. � ST�4f�2: #2 132 22 .q � �o .d � � _ 3 TNIS SNE�T � INGLUD�D �OR L R MITxB DE I B J.6 � , . ,.. m <r � r Q- I �v r�.3 q. 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I MECHANICAL ELECTRICAL � � I I � -� I ( (\ � / �' CQ� } IVALET ( _' � PLUMBING ENGINEER , � m UI3I -: � I Q - - - - I '` I � - P6 � u) �D ' ABS CONSULTANTS INC �� � #�, ��,,� �'j I I #6 � I 0 Ca I � DENVER,COLORADO o � MECN. �� � U, � '1 �; � i r U131B � W I INTERIOR DESIGN � � N � ' � - �_ UI35 � . � U _ � _ _ WILSON&ASSOCIATES BR.2 � - _ - - -I p - - � • � � 3 q 7YP. � ( � R DALLAS,� � ; �" � - � � � �� � � 3 I � �.�. 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' � J NItO P�A � '• � D � . • , P�o C� 51 ' � O 1 115 116 � ' � : �; P23 �133A - �13� � `'��'4V., " C�1 — — — F� � � E 3 NOtE: ALL SEGTION MARKS NEW O O � � _ _ O � ' _ N 3� TNIS SNEEt � INGLUDED �OR F _ _ � � _ ,�� • .� ! _ _ � �- - - C�135 I S3 St. � II I g� I - � ' = 7 REVISfON �. � � � 15�A � � I � c�, O Denver, Colorado ' - � •f - — � � � � Pl0 Cx120,4 C�132,4 � P5A d�152 � 6 �� � I I � 3 , � � BL6 1'22A BL6 O o P5q � � �` 5.10 UNIT S�Ip�R DOORS TO EXtERIOR NAYE ARCxITECT OF�CO� � � Stretchin ��� � T�15 �, ' S) � 82 � I CNANCsED. R��R t0 INDIVIDUAL UN17 GLOVEx Siv11TH BoDE,INC g P22 �13 I � � O P�ANS �OR REVISEp GON�ICxURAtIONCS). 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I Cn ' BCER ENGINEERING INC � � -' O GORi�IDO P22A ♦ P2s� : � - � I P ,i � AxvADA,coLO�o BR.2 o I � t�2 C�122 I I - - '- � R - I C�110 P � � ' � �. • � � . , � ' ;. _ �_ � 2 3' �, I a� S _ � � � � �� � � �' ♦ �� � II I Q � �A f�l7ED Pxo EcT NuMBER 20941 00 T _ P� _ II I SfM. � P,� INCx ' 1 A8.8 �;' ��_�' � ♦ _ _ _ _ - _ I � � � ST fPINC�, issuE �visroN DATE ``' COR IDOR P 3 _ T1' . ' V � - - - q.s I �aq. P4 ._.., I— N � �� 51 53 � 55 7 5°I �1 3 65 6� W — _ _ �5 �� �q � O o 0 0 o I - NN o o - � � � � ^ � O 12 _ t ' ' - �p� �t O � c" �-�-1 I I _ � q.� � 12 � cu .� N _ � I - '1 — N � — — — f— 1— I— � I �-- I H H � c� B Z.rJ � � � I U � 'Q � Q 'd I 'Q 'Q � ' � �',411�1tEU � 1L IL iL 1L 1L II _ _ � _ �� r �� � AA - - � O O O O O O � �o ��I - AA STfi�li�l�l� U u u u U U O �.J. • RE. i1.B2.2 I � � _ CC �„ T1'P. I � I �OR EX7E TS u, � I �' � I ' rn DD ^ — , � � _ I I I I �� � � `" BEE.6 � — — � — — — — �o� �o�o — — _ � I m � � � � _ � 01� �,v #� 10/1�/0� HH _ _ _ _ _ _ _ _ _ �S � o 01� ASI #4 1o�os�o� � AS.S n, I BHH.9 JJ I ' _ I _ ,, • _ � � _ ,. SF�G SIM. _ _ � 6 015 xEV #� og/so/o� - I - - - I . 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V,4RfES � � C 0.3. SCALE: 1/S"=1'-O" O 4'-O' 8'-O' 16'-O' � � o i�LAN NO�TN Q � � � � U � � ,--i � �. "' - � � � i 48 � 49 56 59 62 63 � .2. A536 72 m � , 43'-O' � � 3q'-6 1/ ' � . ., .. �����,�e� IVO���- ���� �/�����l.F��J1"'��� ����IV��O I �"�"J. , _ . F . ., ,� �. ..� ,r .' ��. .r �-�, �. ° ��- '�1� V - P24 �� - 3�-�� _ � 1. CONTRACTOR SNALL COORpINArtE ALL 7RADE �G2UIREMENrtS ,4Np SF�G __ E � ,:=y €.':,` ": . � REPORT GON�LIGtS IMMED1�4t�LY I� �OUND. 7NE CONTR.4GtOR SI�ALL � S��C - SUi�AC� MOUNl'ED �fRE EXTINC�UISNER CA�INE7 - - _ - - • - - • . _� - - • 't i� _ � � ; 1'-2 1/2° p � S � _ n, ., -; � ,,\E,1 ;� � � � ,, �, , Y�RI�Y ,4LL PIMENSIONAL pAtA. 84 _ � P2o , _ � `�� `°� ` . . . ` E� ��C - S�MI-R�C�SS�D �IRE EXtfNC�UISNER CaBIN�t I ,r�``, I o N g� 8 P2o o � NU AN CONF. --. � N N t.. O - � `9- -I2nnM - G `� .# . . � u � 6- _ P2 ' _� , , . .� `a;<; . 2. REF�R t0 SNEEtS ,411,81,0 TNROUC�N A11.�.0 �OR CONCRE7� FLOOR AND ,� �� _ W,qLL BRAGIG�t MOUNTEp �fRE �XtINC�U15}��R 5 -S ��2 � ���'Sn � '� '� �16� � � `�' 161 _ �16�' �J -' �°°`�;. BALCONY EDC�E OF SLAS CONSTR,4fNTS � � ININCs - - � , O _ � C�1�o4A _ 82 I1 �, � � r I P20 �»� .. ^ 10/�q/O� 3. OUtSIDE FACE O� ME7,4L STUD WALL �RAMINCx t0 SE LOCA'TED ONE fNCN �• PROVIpE �IR� �X'CINC�UISN�R �OR �ACN pW�LLfNCx UNfT. LOGAtIONS � _ o _ �, _ _ _- _ rt0 T INED ,4T a LA7ER p,4rtE. -� - � - �- �n � ' � ��- - � � �� � �_ `�__.� � B�1'ONp EpC�E OF CONCR�T� S�AB: R��ER WAI.L S�CTIONS ANp p�7AILS B� p� �� I I -� I D -8 N -I1 6 3 ,.n 10 S 1/2 2. PROVIDE �IR� RAt�D EX7INC�UISN�R C,4BINETS A7' �IRE RAtED WaLL `� - N.R INSTALLAtfON. `� ' I � � ' �. CONtRACtOR t0 GOORDIN�4t� PR�CASt CONCREtE StRUCtURAL SYS7�M _ � �p DIR�CTOR \, GOMPONENtS WItN POU�p IN PLAC� GONGR�t� ANp S7RUCtURAL StEEL � OO I � � � � i 5 % `�, _ o �RAMINC�. 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F::._.:..: � -. �� _ ��-� ��-s�- - - -- -� ___ _ -�-- --, _; �, ,' _ -- - - -- ____ ____ __ _ �F� ` R 1tt, � __ ;--:�-`" - - �� - ;__ -----_ __ _ _ - _- - -_ � _---�- �:-�= -Y _ - - _ _ ; �- _��, ` . _ _ _ - - - = � �_- -__ -- _ _ __ __ _ R13 BSSS.4 , - :�M�- _ _ _ _ (L �. - - �._--=-- _ --- ___ _ _ ____ - - ______- � - � _ __ -- - --_ �_ _ - --- -_ _ _ _ __ - - - �- - __ _� - ___-_ __ - ��- '^ "'"'—� ' '''i ' ' �_..�.0 O �___ �__ _."""""3'"""""'""�'""`""`""-.^.""x"""" ........"'"""'"'"""""...'""""""""""'_"=::w --_____ __ ____ __ ' ' _ ' ' __ _— " .��_ _ ' , - - ^^ ^ _ _ � / (]•� �� � _ ��� ;RE �;�, , , ` , 1�� � QC � ; -� ��� 3 �- (L ql'-7' ,�� � ' 30'-10 1/2' � 60'-1'`�� :s� ---- - - - -� . - 106'-8' 62'-0' 3q'-3' -_ --- - _ -_ -- �,�s� ���� ��s� ���� � 25'-4'� 16'-q' I ,26'-I��"I/2' � 16;-�'�- -�fi --�', ,�25'-11' 16'-q' �,�'�� , � 24'-q' � 23'-8' ��'�;���. �8'-6' 16'-ll'--.;--- '=-=�"' 52'-6 I/2` � - � 122'-1' I I � �15'-3 U2' � 12'-8' 22'�11 1�/2' � � 30'-101/2' I I I 1�'-10' I � 18'-il" � 4'-7 1/2' �����-" ��. �. 3 , � % ' - -_ - �� -- �����-' ' _ _ _-- I , , - - Q M / � '' vl-� I/�' 454�-) �/L� FIRST FLOOR F°LAN PAOJECP �41. 1. 1 . ,� , , "°R� � r�ue f r�oFn t PROJECT KEYPLAN 1 1 .1 1 .2 1 .3 1 .4 2 3 6 7 8 9 10 14 15 18 1 20 22 23 25 00 27 8. 28 00 31 �r, 38 ,�, 42 2. � �r, 48 � 50 c� 54 57 cv 61 1 . 62 cn r� 66 69 71 NOTE: � v; � o r� r� oo c•i r� �i �i 7 STi�UCTUiZ4L C�RIDS ID�NTIFI�p � ' m m o m m m m m 55 0 1 . 65 m m 67 70 ,45 80LD �4RE 'TI�-pOWN' � Q CONTINUOUS 7Ni�OLIC�NOUT M �' C��-r�,�� -50��� s SUfLDfNC� VEi�TIC�4LL1'. ¢ � OVERALL PLANS N ,-N-i o � �� '�1" 1" � FIRST LEVEL FLOOR 0 � PLAN � � � �� I ��u�J-� ��0�� ���� �.�. . +8132'-O' °' �� 1 E . u_ �_ n � � • � • O � �.�. �J .�i,ae��• ����0 —� � � � I � i°LAN NOfi�TN � � � U a' � � rn ~ - - - - - - - - ��,�'t"c�y>�i�,e"''�', ^��"� ;� _ '--�,. ` G s` ','� r r t ;', �a� ,f.',��,,�,,''�-- �`a� t , ,� ^� :, . �? y �' �,;�� m . t A � „ a P' s �+ � �r., ���� ,�� ,t '.�', �"� � ,i4 �w'i'- `� 4��,.r��r�';�g'_-'• c. N ,,,���s >£, .,^r.- _, ; M,' �„'; V �.��� .��{ D � � � � � � E.o.s-r I"� I� G E N E R A L N 0 TE S LIONSHEA� CIRCLE � � 1. Any shallow utility conduit not supplied by the respective utility company shall be Schedule 40 unless _ VAIL � noted otherwise. PRO�J ECT rl � 2. Replacement/repair of existing hardscape or landscape features disturbed during the relocation of I-70 EXIT '176 V � � utilities shall be coordinated with Todd Goulding, VRDC. S�T� � ' ` O 3. Any slab top vaults installed under future snowmelt areas shall have a minimum of 1' from top of _ � a ` V V � vault to rim elevation to accommodate the snowmelt system. � �� � Z a . � � , . . � Q ° Q SH EET I N D EX � � 4. All 90 vertical bends in shallow utility conduits sha I ha e a 3 minimum radius and all 90 horizontal �V O �--7 � � �/ � ,'� s s ecified otherwise. P V � bends shall have an 5 minimum radius, unles p J �] CIVIL COVER SHEET SHEET C OOOA 1+1 � � � g � � � Q 5. Refer to the Soils Reports prepared by Koechlein Consulting Engineers, Inc., dated 12-28-1998 and ��i O O � TOWN OF VAIL CONSTRUCTION NOTES SHEET C OoOB rTl � 7-8-2002 for compaction requirements and recommendations. All trenches shall be backfilled and `_ 'O�Q � compacted to 95� Standard Proctor or 90% Modified Proctor with moisture content within 2� of optimum. � �`� � � , �' V,q�` EXISTING CONDITIONS PLAN SHEET C 001 � � Backfill material shall be free of topsoil, organic material, frozen material and all non-structural material. � �� \ a � `�-^� � SITE DEMOUTION PLAN SHEET C 002 If trench backfill and compaction requirements for different entities or agencies conflict, the more �D \ Q � restrictive requirements shall be used. �\ � Qp � �� GRADING & DRAINAGE PLAN SHEET C 0038 � � \ � � � � STORM SEWER PLAN SHEET C 004 6. When multi le conduits are placed in the same trench, Contractor to provide minimum 12" separation � O � 0 �� � O � � between CATV�Telephone/gas lines or conduits and Electric conduits. C� �� � � � � STORM SEWER PROFlLE SHEET C 005 " ' � ��"'� O � C� \ � � NITA Y SEWER PLAN SHEET C 006 7. Select fill denotes native material with no rocks larger than 2 in diameter and approved by the �- � 0 �� p Q � O ,./� \\ �``�� `L,.1t� � � WATER AND SA R Engineer. If no select fill exists on site, Contractor to use 3/4" road base. 4 ❑ CJ v\� � �' �� � � SHALLOW UTILITY PLAN & DETAILS SHEET C 007 OWNER/DEVELOPER , Q � � � fl � � ❑ �� / � 8. Provide 2 of select back fill above conduits and lay warning tape as required by the Utility Companies i� � � �j a � � � EROSION CONTROL PLAN SHEET C 008 VAIL RESORTS and the Town of Vail. ���"� � 0 � � � � � ��� / �--� o p � G'� � � �� � 0 p ���� �G� Q � 0 [� � �Q � � � SITE & UTILITY DETAILS SHEET C 009 DEVELOPMENT 9. Compaction and materials testing will be required. � � �O 0 � �7�0 0 O 0 � HARDSCAPE DETAILS SHEET C 010 � 0 0 C> C�oO � �7 � � COMPANY 10. It is the Contractor's responsibility to coordinate construction with all shallow utility companies and � �� � �3 <� � EROSION CONTROL DETAILS SHEET C 011 AVON,COLORADO to have all work done b the Contractor a roved and acce ted b each res ective shallow utilit � � � �� �' � Y P P P Y P Y � ❑ � Q Ci� �/ � company. � �� d � �[�� � � �O� �' � � � SIGNAGE RELOCAl10N PLAN SHEET C 012 EAQLE 11. The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The utility lines are B � DESIGNARCHITECT to be installed by the respective utility companies. _ ' Q �OLA ROA� a �j � � 12. The Contractor shall install conduits for the electric, phone and cable TV lines as shown on the plans. VI C I N I TY M A P CHAIR 8 �� � � O Trenching and installation of the gas lines shall be coordinated with and completed by Xcel Energy. � � � REVIEWED BY 13. All work shall comply to the individual Shallow Utility Companies rules and regulations. THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEFT AND CONFORMANCE TO LOCAL 14. The Contractor shall repair and/or replace any exi5ting underdrains, culvert5 or existing utilities STANDARDS ONL Y THE REVIEW DOES NOT IMPL Y RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL Denver, Colorado disturbed by construction, and that are intended to remain, to the satisfaction of the Engineer and the H OLY CROSS EN ERGY CON STRU CTI ON SPECI FI CATI ON S QWEST COM M U N I CATI ON S STRU CTU R AL SPECI FI CATI ON S E�ITITY ENGI/�IEER, OR THE LOCAL ENTITY FOR ACCURACY A�ID CORRECTNESS OF THE DESIGN respective utility company of the damaged utility. ���`��= �:"�'�' y��=��� "�"�' x�°'��"���`'r� ��a;''�`tµ CT � *�,� ���a�( h!° C'`'sTa'��''� �''�.��'�-�' 1 TRENCH AND CONDUIT CONTINUED) r� �1 A � �� r � � 2. SPLICE VAULT/MAINTENANCE HOLES• � � � �+� �,w � ,�,, + � � ARCHITECT OF RECORD 15. The Contractor shall install pull strings in all conduits A. All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be �� Po""°`�'� '-�� �'��'�'�Wry "''"��' �'�W�� - �� ��� J��� � � GLOVER SMITH BODE,INC 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation from the appropriate for spec�f�ed s�ze and intended usage „�,�� r-,��,.,; ��b�-��;,�� r � � O�HO�CI'rY,OKi.�xo� deeper utility greater than the vertical separation between the two utilities. When crossing a deeper utility �',� ,:�� , ,r,���;,.�� �.. � ..���,� C��r�-�� 16 The Contractor is warned that conflicts with existing utilities may exist, including shallow utilities, ��„ �,,r,N�,� �..�,� �.���� ,� �. culverts, subdrains, roof drains, irrigation Imes, water and sewer lines, street light electric service lines, is unavoidable, the crossing will be made as close to perpendicular as possible. �W-�-�,�� _...�. � �'] �� � CNILENGINEEx etc. Prior to beginning any construction, pp p y p „ �NOTICE� ���` n��r�= ,.� ALPINEENGINEERING,INC the Contractor shall contact all a ro riate utilit com anies for r��r.��:.���,� e �rE , line locations He shall then locate all utilities includin de th . An conflicts with the ro osed p p P 1 An items that deviate from these s ecifications must be cleared with the Qwest Communications En ineer rior to ,.- =� 1 EDWARDS,COLORADO � g p � y P P 4. If cable television or tele hone facilities are laced in the ower trench, a minimum of 12 honzontal the change bemg made in the field by the Premises Owner/Developer. g P �,;:-.,':��:�M��s�'-�'�� ��"7� �'�.�..>��'�, construction shall be brought to the attention of the Engineer so that minor line or grade changes can separation must be maintained between the power facilities and the other utilities. In no case will _/�._�_ _ _. _�,�..___________ __.___ be made to eliminate an conflicts with these existin utilities. All existin utilities shall be rotected from facilities of another utility installed in the trench be placed at a greater depth than the power facilities. .�r,��,�, �-r,r�-�4� - ��.t.;�����s.,w, � f� ,: __�� �-���--` ���°-�� ��"°�� LANDSCAPEARCHITECT Y 9 9 P 2. Construction work on telephone supporting structure must be completed and mspected 30-days prior to the date S E GROUP dc�mage by the Contractor at no expense to the Owner. that permanent telephone service will be required. Should Premises Owner/Developer fail to meet this time frame, NOTE: THE SIGNATURES SHOWN HERE WERE OBTAINED VIA FAX AND TRANSPOSED ON TO THIS SHEET BURLINGTON,VERMONT 5. Back fill and compaction shall be performed as required by the governmental entity or other agency Qwest Communications shall not be obligated to meet the tentative in-service date and shall be allowed the full WITH THE ACKNOWLEDGEMENT OF THE UTILITY COMPANIES. 17 Contractor shall obtain at his expense all permits and inspections which are necessary to perform having jurisdiction. 30-day period within which to schedule and complete all of its work that may be associated with this project, the proposed work commencing at the point in time that the Premises Owner/Developer has met the requisite structural inspection STRUCTURAL ENGINEER 6. Conduit ;oints shall be knocked completely home during gluing. A pull string will be placed through each HAYNES WxAt.EYASSOCIATES, 18. All construction shall conform to municipal or district standards and specifications and be subject to conduit and tied off in the vault at each end. No unnecessary bends will be allowed in conduit runs. Any 3. FOR INITIAL/FINAL INSPECTION CALL SAM TOOLEY AT LEAST 48-HOURS IN ADVANCE. INC construction observation by their representatives. Copies of municipal and district standards must be bend allowed will not be closer than 5 feet to a vault. Changes in construction from that shown on the P R 0 J E C T C 0 N TA C TS HouSTO1v,T�S obtained by the Contractor pro�ect plans will not be made without prior written approval from Holy Cross Energy. A wire brush will be Q pulled through each conduit, after installation is complete, to remove rocks and other foreign items. SEWER N OTES � (970) 262-4003 MECHANICAL�.ECT1uCA1, 19. Contractor shall not scale drawings for construction purposes. Any missing dimensions or XCEL ENERGY (GAS) JIM 0 NEAL PLUMBINGENGINEER discre ancies in lans, field stakin or h sical features shall be brou ht to the attention of the En ineer. 7. Conduit shall be covered with at least 4" of rock-free soil or sand prior to back fill. Large rocks shall ABS CONSULTANTS INC p p g, p y 9 g� „ 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards JOHN FARRELL (970) 418-8158 DENV�R,COLORADo If Contractor proceeds with the work without notifying the Engineer, he does so at his own risk. not be pushed in directly on top of this 4 cover. Care must be taken to avoid damage to conduits or and specifications. All sewer mains and service lines proposed herein shall conform to ASTM D2241 COMCAST (CATV) cables during back fill and compaction » » (970) 477-5449 INTERIORDESIGN Standard Specifications for PVC, pressure rated pipe (SDR Series) and shall be constructed to the lines FRED HASLEE WILSON&ASSOCIATES 20. Observations of the work in progress and on site visits are not to be construed as a guarantee or and grades shown herein. EAGLE RIVER WATER AND SANITATION DISTRICT warranty by the Engineer of the Contractor's contractual responsibilities. 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after JEFF VROOM (970) 947-5425 DAI.i.AS,Tx covering, but prior to back fill. HOLY CROSS ENERGY (ELECTRIC) 2. All materials and workmanship shall be subject to inspection by the districts and/or their (970) 468-6860 LIFE sAFETY 21. The Owner will provide certain construction staking The Contractor is advised that this may not be » » re resentatives. The district reserves the ri ht to acce t or re'ect an such materials and workmanshi SAM TOOLEY all of the stakes he will need. Additional stakin will be at the Contractor's ex ense. 9. Conduits ending outside a vault shall be capped and marked with a 4 x 4 post. Individual conduits p 9 P J Y P QWEST (TELEPHONE) BCERENGINEERINGINC 9 P that do not conform to district standards or specifications ARVADA,CoLO�o shall enter each vault at a consistent location. CIVIL ENGINEER, AEI KENT KRIEHN, 22 Safet is the res onsibilit of the Contractvr. The En ineer is not res onsible for safet in, on, or JEN BABCOCK (970) 926-3373 y P y g p y 10. Red trench markin ta e will be su lied b Hol Cross Ener and shall be installed 18" above the 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any about the project site, nor for compliance by the appropriate party with any regulations relating hereto. 9 P PP Y Y 9Y utility construction. GEOTECHNICAL ENGINEER, (303) 989-1223 � conduit or cable during back fill. KOECHLEIN CONSULTING ENGINEERS BILL KOECHLEIN PROJECTNUMBER 2094100 23. The Contractor shall provide all lights, signs,, barricades, flagmen, or other devices necessary to 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine (970) 845-2355 provide for public safety in accordance with the �current Manual on Uniform Traffic Control Devices or as 11. VAULTS En ineerin the Contractor and Vail Resorts Develo ment Com an VAIL RESORTS DEVELOPMENT C0. (OWNER) JACK HUNN re uired b the Town of Vail and CDOT. The Contractor is to rovide a Traffic Control Plan to the Town g g' P P y�� ISSUE x�VIS1oN DATE 4 Y P (970) 476-8644 of Vail and receive a roval of the lan rior to the commencement of an construction within the road 1. Vaults shall be installed as follows: LAND SURVEYOR, PEAK LAND CONSULTANTS INC. BRENT BIGGS pP p P y A. S lice vaults shall be installed with the manhole at or sli htl below final rade. 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully right-of-way P 9 y g indicate as-built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the DON GRESS (970) 477-8572 B. Transformer vaults and switchgear vaults will be installed with the bottom of the pad at final grade. Work. As-built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to VAIL RESORTS PHONE � , , C. Where vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded 970 479-2235 , according to A. or B. above. The slope behind the vault will be laid back sufficiently to prohibit soil or provide at least two ties from physical monuments to all fittings, valves and manholes. TOWN OF VAIL TOM KASSMEL-TOV ENGINEER- � � rocks from slou hin into the ad-mounted e ui ment or onto the manhole. If the slo e cannot be laid LEONARD SANDOVAL-TOV 25. Contractor shall restore and/or replace all disturbed landscaping and sod to a condition equal to or 9 9 P 9 P P (970) 479-2198 back far enou h, a retainin wall shall be constructed behind the vault. 6. The contractor shall verify existing pipe or manhole inverts at tie-in points prior to construction CONSTRUCTION INSPECTOR better than the pre-construction state and to the satisfaction of the owner. g 9 stakina. D. All vaults will be installed so that the top pad is parallel to the finish road grade. 26. Portions of the ro osed utilities will need to be staked both horizontall and verticall Contractor E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross p P y y Ener 7. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and shall coordinate with engineer to determine which utilities will need to be staked. Some utilities will need 9Y• Town of Vail requirements. Precast adjusting rings shall be used to adjust rim elevations to final grade. WATER N OTES COI"1 t. to be constructed dee er than normal to accommodate future ro osed radin F. All vault pieces shall be jointed with a tar type sealant (when provided by Holy Cross Energy) with - p P P g g� the exception of the vault pad or vault lid. The maximum acceptable vertical adjustment is 12 inches. Manhole steps shall conform to OSHA step 27. The Contractor is res onsible to install and maintain sediment control measures to insure that standards 7 All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testinct shall P be done in accordance with ERWSD standards. sediment-laden water does not leave the site. Certain sediment control details have been shown on the 2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be grouted g, The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth detail sheet. These details may not be all the measures necessary to provide adequate sediment and closed on the outside of the vault prior to back fill. flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat 8. Provide thrust blocks on all waterline bends per ERWSD specifications. erosion control. Contractor shall provide ongoing inspection and maintenance of all sediment control » slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches features. 3. Conduit shall enter vaults perpendicular to the vault wall, about 2 above the floor of the vault, and �• shall be finished with a light broom non-skid finish. All concrete for manhole construction shall be made 9. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, about 2 from any ad jacent walls and shall have a minimum separation of 1 inch between conduits. with Type II cement with a minimum 28-day compressive strength of 3000 psi. and additional bends may be required during construction. 28. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto public wa s. The Contractor shall minimize all off-site soil trackin 4. Conduit will be cut off 2" to 4" from the inside wall of the vault. P.P P.P g y p P• 9 g� P y y P y Y 9• 9. All i e shall be constructed with i e beddin as shown in the sanitar sewer lans and details. If 10. AI ine En ineerin Inc., assumes no res onsibilit for utilit locations. It is the contractors res onsibilit 29. Trenching and installation of the gas lines shall be coordinated with and completed by Xcel Energy. 5. Pedestals for other utilities shall not be located closer than 10 feet to a vault on sides where trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to to field verify the location of all utilities prior to commencement to any construction. transformers or switch ear will have access doors. Pedestals shall not be located closer than 3 feet to a proceeding with construction. . Xcel energy will provide the materials. 9 11. Install 10 gauge insulated copper tracer wire along the water mains, and cad-weld, per current ERWSD vault on sides where the pad-mounted equipment will not have access doors. re uirements. 30. CERTAIN MEASURES WILL BE REQUIRED TO PROTECT UTILITIES INSTALLED AS PART OF THIS PROJECT q � 015 REVISION#6 os/1o/o� FROM DIFFERENTIAL SETTLEMENT THAT WILL OCCUR IN BACKFILL AREAS ADJACENT TO STRUCTURES. 6. Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of rod 12. Verify all existing pipe invert elevations prior to construction. Qo1s REVISION#4 04/12/0� CONTRACTOR SHALL PROVIDE A DESCRIPTION AND DETAILS AS TO THE MEANS AND METHODS THAT WILL BE exposed above the earth within the cavity provided in the center of the vault base. Holy Cross Energy WATER N OTES IMPLEMENTED AND/OR INSTALLED TO PROVIDE LONG TERM PROTECTION TO ALL CULVERTS, PIPES AND must approve any other installation where soil conditions will not permit the ground rod to be full driven. 13. Provide as-built drawings with (2) ties to water line valves, horizontal and vertical bends, service tap o09 PERMITSET 11/17/O6 CONDUITS THAT PASS THROUGH OR OVER STRUCTURES INTO EMBANKMENT. locations and curbs stops. Q WE S T C 0 M M U N I C A TI 0 N S S TR U C TU R A L S P E C I F I C A TI 0 N S 1. Water con struction shall conform to Eagle River Water & San itation D istrict's standards and 31. All inlet frames and grates shall be set to match the ad jacent finished grades. specifications. 14. As part of these plans, several ad jacent properties will be disconnected from the existing water and sewer NOTE: Qwest Speci�cation notes provided by Qwest. mains and reconnected to the new mains proposed herein. Prior to beginning any construction, Contractor shall 32. EXISTING STORM SEWER MUST REMAIN FUNCTIONAL THROUGHOUT CONSTRUCTION. 2. All materials and workmanship shall be subject to inspection by the district and/or its representatives. provide to the Engineer, a sequence of construction that outlines the methods and procedures to be used that 1. CONDUIT: The district reserves the right to accept or reject any materials and workmanship that da not conform to will maintain water, sewer and fire protection services to these ad jacent properties. A. All conduits are to be equipped with minimum �/a" polypropylene pull line. district standards or specifications. 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any 15. Any service tap fees that may be required as part of these proposed utility installations are to be paid H 0 LY C R 0 S S E N E R G Y C 0 N S TR U C TI 0 N S P E C I FI C A TI 0 N S B. All conduit bends are to be steel sweeps or no less than PVS Schedule-80 fully encased. Long radius sweeps are to prior to making the connection to the main. be used in main trench sections. Standard radius sweeps may be used at closure locations. water line construction for a pre-construction meeting. 1 TRENCH AND CONDUIT 4. Com action of all trenches must be attained and com action test results submitted to AI ine 16. No fire hydrant extensions are allowed by ERWSD on new installations C. All conduit runs are designed on the basis that each separate run will have no more than two (2) 90' bends without P P P � the insertion of an appropriately sized pull box. Engineering prior to acceptance. All pipe shall be constructed with pipe bedding as shown in the water » 1. Holy Cross Energy provides all conduits, vaults and pads. The contractor provides the excavation, plans and details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be 1�• me center line of the fire hydrant discharge must be a min. of 36 above finished grade. Coordinate all installation and backfill. Trench will be excavated deep enough to ensure that the top of installed D. All conduits will be PVC Schedule-40 or better unless specified otherwise. If steel or iron pipe is used between the notified prior to proceeding with construction.. fire hydrant locations in the field with Mike McGee (TOV FD) prior to installation of any hydrant. A dielectric power facilities will be 48" below finished grade. Special care must be taken to ensure that the building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors fitting shall be installed between dissimilar metals. within the buildin foundation wall. top of conduits will be 48" below the bottom of drainage ditches and all other low areas. Where 9 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully initial excavation is less than 48" in depth due to planned subsequent fill, service will not be indicate as-built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the E. Conduit(s) w�ll be furnished and installed by contractor for the exclusive use of Qwest Communications. work. As-built drawin s will be com iled b AI ine En ineerin rior to final acce tance. Contractor is to provided until final grade is reached. 9 P Y P� 9� 9 P P F. Conduit(s) placed in the same trench with power supply conductors/conduits must be separated by a minimum of 12" provide at least two ties from physical monuments to all fittings, valves and manholes. 2. Trench will be as straight as possible between vaults and shall have a smooth bottom free of of compacted soil or 3" of slurry encasement and have minimum depth of cover of not less than 24" on pnvate rocks. A Minimum of 4" of soil will be placed over any rocks left in the trench to cover rocks or property and 36" of cover at the property line. 6. Water mains shall be constructed with ductile iron pipe, AWWA C151, AWWA C111, class 52, pressure smooth out low places, will be compacted prior to conduit installation and the trench bottom rating 350 psi. All water mains, fire hydrant lines and water service lines shall have a minimum cover of COVER regraded. G. Labs, water/gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for use by Qwest 7' unless noted otherwise. communications. - -_- - -- _ - S H E ET H Conduit(s) terminating at a utility pole must be attached to the pole and extend to a minimum height of 12" AFG =_ = � � _ _ � ENGINEERING INC c000a mWARDS BUSINESS CENTER • P 0 BOX 97 mWARDS. COLORADO 81632 • 970 926-3373 • FAX 928-3390 • P\TOV05001\dwg\Master\Ritz-COVER dwg, 10/17/2007 10 28 31 AM,babcock "-?;y'i' ' "X a.. �`�r `�'- .P F �.,>�_ ��!�' r �� ���ei A,k<t���•� ti `��S s C � ,�3M',�J.•��v1 t� .�y �5 �r��. .a� �. - :r •K4 i.>� �' `3y �'�'# .� �� Town of Vail - General Notes .�� ��,,, � � 1. Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479-2158. Obtain all required building permits �r-„� � �'� , F- y.` �"��.�"'� through the Town of Vail Department of Comrnunity Development, 75 S. Frontage Road, Vail, CO3 81657. ��,, ,y. , �,,�� �.�.F� ���` � � �f,�'�',� ��` , -`3_1 a�_� F.. , 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail �`''`-f` t � �3�- ��' ,. ti. .�_,�� Department of Community Development, 75 S. Frontage Road, Vail, CO 81657. �X�t"� .���� �� � 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to commencement of construction. 4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of normal operations. 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town of Vail Code, Development Standards Handbook, Construction Details and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Town of Vad. 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 7 ^ F-� H 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Town of Vail, as O � beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Town of Vail � Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the � engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from and against all liabilities and damages which may arise from any negligent errors and omissions contained in these plans. � 8. All sanitary sewer. storm sewer, and water line construction, as well as power and other "dry'� utility installations, shall conform to the � � local utility entities standards and specifications current at the date of approval of the plans by the Town of Vail � 9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the � V J O responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before (Tl commencing new construction. The contractor shall be responsible for unknown underground utilities. � w O 10 These drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. N �/ U Contractor shall be responsible for locating all utilities, pipes and structures. Contact utility notification center of Colorado (800)-922-1987 � � a to locate underground facilities. Contact Town of Vail for additional locates (970) 479-2158. Contact Eagle River Water and Sanitation � District for additional locates (970)-476-7480 ext. 114. Utility locates to be performed at least 72 hours prior to any construction �"'� � � activity. Contractor shall ensure that work preformed in the proximity to utilities shall be according to the requirements of the � requirements of these agencies. The contractor shall notify the owner's representative of any existing utilities which may interfere with the � proposed work prior to construction. The contractor shall repair all existing utilities to remain which are damaged during construction at no I-1 additional cost to the owner. w H 11. The contractor shall coordinate and cooperate with the Town of Vail, and all utdity companies involved, assuring that the work is � vJ accomplished in a timely fashion and with a minimum disruption of service The contractor shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. L 1 ' 12. A State Construction Dewatenng Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 13 The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, at (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan 14 The Contractor shall provide and maintain approved erosion and sediment control "best management practices" (BMP) for the pro�ect OWNER/DEVELOPER duration. Contractor shall inspect BMP's weekly and after every precipitation event Contractor shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches one half the bmp VAIL RESORTS heights or, at any time that the bmp functionality is adversely impacted. All necessary maintenance and repair shall be completed within 48 hours of identification, unless otherwise agreed upon. DEVELOPMENT � 15. The Town of Vail shall not be responsible for the maintenance of storm drainage facdities located on private property. Maintenance of COMPANY on site drainage facilities shall be the responsibility of the private owners. AVON,COLORADO 16 The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this pro�ect as a result of groundwater seepage, whether resultmg from groundwater flooding, structural damage or other damage 17 The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existmg public street system. Mud and DESIGN ARCHITECT debns must be removed within 24 hours by an appropriate mechanical method (i.e machine broom sweep, light duty front-end loader, etc.) or as approved by the Town of Vail construction inspector. � O 18. The Contractor shall notify the Town of Vail Construction Inspector (970-479-2198) 72 hours prior to the start of any construction. If work is suspended for any period of time after initial start-up, the contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of construction 19 The Contractor shall notify the Town of Vail Environmental Health Inspector (970-479-2333) at least 2 working days pnor to the start Denver, Colorado of any earth disturbing activity, or construction on any and all public improvements 20 The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with the applicable standards and specifications for all work within the Public Right- of-Way If the final soils/pavement design report does not ARCHITECT OF RECORD correspond with the results of the original geotechnical report, the Owner shall be responsible for a re-design of the subject pavement GLOVER SMITH BODE,INC section All final sods/pavement design reports shall be prepared by a licensed Professional Engineer The final report shall be submitted to OKLAHOMA CIT'Y,OKT.AHOMA the Town of Vail Construction Inspector prior to placement of base and asphalt 21 Prior to placement of H B.P. or concrete within the public Right of Way a mechanical proof roll will be required. The entire subgrade CIVIL ENGINEER and/or base material shall be rolled with a heavily loaded vehicle having minimum single axle weight"of at least 18,000 Ibs Any ALPINE ENGINEERING,INC subgrade/base section exhibiting excessive pumping or deformation as determmed by the construction inspector shall be reworked, replaced EDWARDS, COLORADO or modified to form a non-yielding surface The Town of Vail Construction inspector shall be notified 24 hours prior to a "proof roll". LANDSCAPE ARCHITECT 22 The Contractor shall furnish electronic and hard copy reproducible As-Built record drawings showing honzontal and vertical locations and S E GROUP elevations of constructed improvements including all utilities, and drainage appurtences prior to acceptance of the project. BURLINGTON,VERMONT 23 The Contractor shall wdeo camera (N) all installed public sto;m sewer pipe prior to final paving and/ or other fmal surface treatments STRUCTURAL ENGINEER are completed A copy of the video taping shall be provided to the Town of Vail for review and approval and record keeping HAYNES WHALEY ASSOCIATES, 24. The Contractor shall be res onsible for all as ects of safet includin but not limited to, excavation, trenchin shorin traffic control, INC P P y 9' 9' 9' HOUSTON,T.F..XAS and security. Refer to OSHA Publication 2226, Excavating and Trenching 25. The Contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the MUTCD (Manual of Uniform MECHANICAL EI.ECTRICAL Traffic Control Dewces), to the Town of Vail Construction inspector, prior to any construction activities within, or affecting, the PLUMBING ENGINEER Right-of-Way. The contractor shall be responsible for providing any and all traffic control devices as may be required by the construction ABS CONSULTANTS INC activities DENVER,COLORADO 26. The Contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan, schedule and INTERIORDESIGN phasing plan prior to the start of construction. WILSON&ASSOCIATES DALLAS,TX 27 Construction sites and staging areas must be fenced and maintamed in a secure condition at all times. Keep fencing and surrounding areas clear of trash and debris Any construction debris or mud dropped into manholes, pipes, .or tracked onto existing roadways shall be LIFE SAFETY removed immediately by contractor. Contractor shall repair any excavations or pavement failures caused by construction within or in the BCERENGINEERINGINC vicinity of the limits of construction. The contractor shall be responsible for damage due to construction at no additional costs to owner. ARVADA,COLORADO The contractor shall remove all sediment, mud, and construction debris that may accumulate in the flow lines, private property, and public rights of ways of the town as a result of this construction project. Removal shall be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of the construction project. PROJECT NUMBER 20941 00 -, 28. Dimensions for layout and construction are not to be scaled from any drawing If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. ISSUE REVISION DATE 29. The Contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. - � 30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. 31 The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for the project as well as the basis of bearings. The information shall be as follows. Benchmarks - Town of Vail Survey Control PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE". ELEVATION = 8287.82' (NAVD 88). PROJECT DATUM SCALE FACTOR: 1.00041186 BA515 OF BEARING: GOLORADO GENTRAL ZONE (t1ARN) NAD 1983r92 AND TOV1?J OF VAIL MAPPING PROJECT OCTOBER 1996, STATIONS SPRADDLE N 1660652.671 E 2753950 797 AND WOODMAN N 1652148.916 E 2727065.360, SPRADDLE TO WOODMAN BEARS S72'26'53" W 32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor's expense. 33. The Contractor shall be responsible for replacement of any existing materials that are damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner. 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. 35. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these handicap 009 PERMIT SET 11/17/O6 ramps shall be in accordance to ADA current standards. 37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 38. The Contractor shall be solely and completely responsible for the conditions at and ad jacent to the job site, including safety of persons and property during performance of the work. The contractor shall provide lights, signs, barricades, flagmen, or other devices necessary to provide for public safety, pedestrian and vehicular access as needed. This requirement shall apply continuously and not be limited to normal working hours. 39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the owner's representative for decision. The contractor shall assume full responsibility for all necessary revisions and repairs due to fadure to give such notification at no additional cost to the Owner. 40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the newly installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor for the entire duration of the construction project. The contractor shall be responsible to maintain all drainage within the construction site and offsite drainage which is directly affected by construction. 41. The Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits The contractor may provide temporary street lighting approved by Town of Vail, when existing street lights are removed. 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless TOWN otherwise approved by the Town of Vail. 43. 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RIM = 8i29.� --� ____ -�--- , � �--_ ��j� � / /, �� �� � �r 7 \ !"" / �l l / � �� �V� � �� \�_ _ / r r� , q'�'T' / �1 Q' � / �� / \ \ B ��i �`i \ �. r-�- � W ,� 'v a 6 C: , _� rE'i�_ _.. IN�: OILT-8125.2__..- � �..-- r- / g / � �� �� �� 1 / 1 � ,/ ��� � �,w 'z p � , ,�y �Sv�-���� TE�_�- r `�--- `_ _ _ _ R_`-----'� � �.� T �� EXISTiNG � / �p.�� �!�``�p,�.���� / � ~ �= _- � ���-%�� � / � � � , `,` -- � �'L__ rEL --- -° .` T�� � CONCRETE PAN � `-� / /� � � i � �,�����-u--�� O � \ \ � � � � � � � � � / a � � LION��E ����1�-�1 _ TL'L TEL TEL �� ---� � r"-����� (TO REMAIN) �. ��`��A� /_ ��R j� / ����������� ``.,- �' \ / ,w �/ � / , � �; 'R / AD ROPOSED 2.5 � _ r-=�- - ,_ ._--.-- � / f � P i .������� - - - - -fi � � � ..--T'' ) a O tc, ��� ..� r vi �..� P �� �` � \ / �� ��� �vv ,� �'j 1 � ,� �`C' �� a .r .� C � CONCRETE CURB & "'-�-.►= ------ --- , �� - T S��i� i ������ ;.��. � \ / � { .� / � �``/ . 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DCISTING dc MOUNTABLE ONCRETE T�AT�-- �yQA�, F��T _._-- SAN �- , ,,-� \ y� � � CUR �ll1�E� T-�- ____--�'� �AN GA�' � � _- � E , L �=� __,_ "�qT G_AS w�ROPOSED EOA __- yy - �A� � ___------ S�T- - �1 � � o - � � � \ \ / � 7 v� `� // �' / �` 7 '� � � zs r� - W.��' --3 -- - � �AS �- �_ \ / � � '� a '� C+ , � _ - A Y'I T � - �N ___-� o� y � tn Q� /� , r'"� � � � � `�` _ � �, _ ��=�1s SAN PROPOSED �iS , � , ` C♦J �/` ��''�' \ � � � 7 ----- �' _ � �, �� <, ti. , 'al 30 � � � SAN-rrr.���----_ � A � _ 18��'•HP�� GAS-�'.""�__. � � v Q \ / � -� J� 1 I W AI,J SA _ `�� CriS----- GAS G s �""� .� F� \ �'�- r°y � ' � , � � 3Q GAS GA5 � _ k� � � � � � / � ��----- � � � �` �� � �� w � �R �� ,��-; � < � �` O ' N / � � _-� � �� , � __ � `�'�' \ --'-' --- _�.5a � � �� ��� ' <<�y EL��_- 0 2 30. 0�29 � �0 � V \ � �� , �,� �c� E 2 � < < T� � 6 < * �= 1-� .. � - � /� \ / � � � � f � �, �. � '�- � ` � 0���{{{,,,3 30 1 30 � 29 2.� a ` 9`� 2 x ,�` x � � /. ►-a �l / Y � I �� �-_ � / \ \ / �yy-. `� � / � EXI$ 12� C. fr3 '� G� �'` 30 a '`� ~~� �' � � (3�" � T� 9 5 f � �' \ �j ~ F.i � � � \�-� � �`t'c-� / \ �� j � / � INV. 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OUTE, 818914•91812RCP ) V J � / \ / � % � � _`'`�-. ..�--___ � 3 � EXISTING STORM � � N � � ��- ,_,, .,� �( , � ' � � / / � // � , �" _ � 31 7 �� 31 9 � � �1\, 1 5 2 ,� MANHOLE 7�� _-�---- ( ) x � � / \ �`1 \ `.,,� y� i / ` �Q � � ��� � / � 3$ /° _` ..��--_. � „�`� - � ` � , � CONNECT T4 BUILDING STOR '' � ` ROCK - / � '`�'�c � \ \ �f w � I / ' , Q' �' �l � ` / , �, J �,' , �'-�3t�.9 ,� � ,� SEWER RE: MECHANICA � 29 I � �, WALL � / / / `�' = \ � / ��� O /�v v° l � � / / ' �,, -. ,,.,,.,.d , , %� -- ____ ` �. 3 8 � 6 ROPOSED 8 PVC STOR S i, ��� 6 � �. N / \ I � y� II � J , � �� > � , �;� \ �� N TO 18 RCP, CARE CP � ,� _ , �� / � w �.- � \ � .c� I 1 � �, / , �;�< , � ���� s � ,�` � � 7 � / A D USE INSERTA TEE� �� � '� ;� .- \ \ � ^ � � I�'V� / � , � � 31 4 ��, j,'�'� 31 NEC110N INV= 18.8 I '�� � / ,r��� ''! � �i�' \ � wyi' ' � � ��'' / �' °.-- l < � �j 4 ._ � 8 STORM I.E =mech , 1� ��\ � a Q �y � " - / �� � EXITS BLDG AT GARDEN LEVEL � � � � - � �� `-- � �'v� / \�'l' � � U�' � / '� l � l � / //� M � ` �` ONE WAY ��r (8121) C�� � I � ,��, �'M � � �, OWNER/DEVELOPER / -_--- > � / 0= / � . �� �� ��/,,��` 23 �1 � PROPOSED 2' PAN 1 � 'y � / . io� � � � � ' �-- `�- °° _._-�- " � / / r�tiil ,l ' � //�, �` I � ' � �^ry� r " x � ~ -,T._. �-� � _ PROPOSED 2 y� 8iz4 ;G � GM _-m °' � � I / `�� � � ��� / ., „ ( �'' <f j��� � 4� 31 2 1 8 31 9 CONCRETE PAN ��� / �a �lI f � � �,~,� / �E `d Ex�snN 24 I , , a v i � s 32 � � � �'� VAIL RESORTS ��� ��g,__ / / / c� � � RC 4 SE i4 TEE � � /! < ��" � �,I Q �F SEE MECHANICAL PLANS ,1, . Sj,��, ' , ,c" � --.__ / � / l � / j/� C C11QN� `�, `� ._� p � � FOR PROPOSED FLOOR _ - DCIST1NG 18 RCP STORM , -�-�� , g I �q E� - � �''��S'-_�_ �yw/ � /j ' / ,«J " �V.��'g j � ^ 21 DRAINS ' 3 SEWER MUST REMAINING , �� � �a,;; DEVELOPMENT � � 1 G�s,.,,, • / W'' , �, � �j� 23 . ,�� "',� 5;:�; / • • � �'L�' TANK �'--- j � �,f � '� �� f/ �. ` � �ry v/�� � „ '� � 20 31 $ 31'� PROPOSED MOUNTABLE 32 ONSTRUCTION ROUGH�UT \� �'� � COMPANY � � '�' l � 6 `� ��'3 , CONCRETE CURB & !A � x ,i / � ELE /� � � ��j � / �`�' � �' � J t,��� �j'' ,�,'�V � 24 31 7 `� GUTTER 81 M � a ,\__ _'`, AVON,COLORADO � ' ~��� / � � � /� �� /PVC ��lE � � ,� ��; 24 ROPOSED 1' AREA 32 - PROPOSED ROOF DRAIN '� `d� 6v , L`' � yw '� r ,%i' � , �U'� O 4.7% .y �' � 28 INLET ICAL E _ -- ° �� DOWNSPOUT - i�'� / � \ / l� / ,,�` .� � / / � tf � � ��- t�' ) � � PR�05ED ROOF DRAIN DOWNSPOUTS. DAYLJGHT TO DRAIN i �� / ,' , f �,, �. � , �_� � + zTHESE 4 DRAINS INTO 32 PROPOSED ROOF DRAIN CONNECT INTO BUILDING MECHANICAL � 21 -'�"� i �� CONCRETE / • ' //f , � �� � �{ � � ' '� �, / V / � � _Zg 3 � �°MECHANICAL DRAIN _ a _- � �DOWNSPOUT. CONNECT INTO STORM. RE:PLUMBING PLANS. IF NOT PAN �- \ ���, wA�K / �/� l �� �-' %' J / �/ // ,�, �� < ' � � , PROPOSED 1 AREA µ � BUILDING MECHANICAL POSS'IBLE TO CONNECT IN TO MECH.. � �, w \ i �� DESIGN ARCHITECT / <\�v � � ,;� � � `� / ,y� 41 < < � `' ', � INLET RIM = 27.8 ' STORM. RE:PLUMBING PLANS N GRADE AWAY � a � / �� � - INV IN =�23.1 RUN 6 PVC AS SHOWN AT 2:G TO FROM BUILDING � � �`-` - / l�" �- ---- � � �-' ,� S � � 6Q � �'�a �,�' I ' �� ;_ �'� NV OUT = 23 INLET BOX SEE MECHANICAL PLANS -�p�CAL � �. `"- -_~- - � 4 Y `LL�_ _ --- �` _� �w /r . FOR PIPING INSIDE THE � � � O - -- � �, / � . / c� , � ,r - 5 , INSPECT & MAINTAIN ALL � - - -- - �; /J � �` Tl � TO 2 " TH l � `� ' '� �� � � " PROPOSED 1 AREA DRAINAGE FACILlT1ES BEFORE, BUILDING. _ ; 9�q � J,�v , �'� � r�� I I RTA E NF ,0 � �.�/ �' � � '-> - _.. , INLET RIM = 27.5 DURING & AFTER CONSTRUCTION _- ts�� �` �' '`i �,� � I ` / � f � '"f INV IN = 23.4 � w � � PROPOSED TYPE "R" INLET ` `' � INV. = 6 / f / � _ ' � /�,� <�, �,> �,� I ,°" ' ,�'�'` ,�' �.,� ,� _j, - INV OUT 23.3 � / RIM/TBOC � 8124.1 ,���� � � � ��� �� ' � � f ; �, , -,.� ; 0 PVC SDR 35 O 296 �$4% \\ Denver, Colorado � / / �y�' INV. IN (24 ) =i8118.51; � ; f / ' L� , < /f�' �, 26 �28 �T�ICAL) 8�18 � ` - \ � � ,INV. OUT = 8118.31 ,r ; ti� • � f �`� / � ; � 5 � �r ,` ,. PROPOSED GRAD �_ EXISTING TYPE D INLET / i % v` / � � % �- ,� f 1 �` � ROPOSED 1' AREA (TYPICAL) �.` w RIM = 8114.5 �� � / � � , � ; �������� , / ��� , e� :� "'•` - :`�: INLETRIM � zs.5 PR�POSED BUILDING +3z 15 _ � �� i INV. IN 12 PVC E = 8108.63 / / ���% ` .' ' ' ``�> '-�'°?� 5' � Q PRaPOSED 12" PVC FOR 8" � � � ARCHITECT OF RECORD � , / � �� �' �`�/�;� / � � INV IN = 23.9 6 GLOVER SMITH BODE,INC \/ � / , ' � ' / � f E �28 +32 `��" INV. IN 12"PVC(W) = 8106.44 � ww � ' INV OUT = 23.8 8E xH 12ICREDUCERE NVERT_�TM �� p i OKLAHOMA CITY OKI.AHOMA � / ` % /j'� �:� / '=� ;� �.' � `< 1� 27 5 PROPOSED 1' AREA VARIOUS SPOT GRADES c » . \ INV. IN 18 RCP(N) = 8104.45 �\ / � � � �f �� 'YF� � � % r� /` � i� ' � INLET RIM = 27.5 REVISED AROUNQ SITE � a INV. OUT �S� = 8092.86 \ � � v � �_ � � ,`� r � ELEV = 8106.53 � w i � _� i � \ "�_ � � // � �� �f '�f �^'�� /,' // � ��> , / ,F+� 2 � E�� � INV OUT = 24.3 . � _ �, .p a � 2^ i � _� L. CIVILENGINEER � i � L_----_""_ / j L � \ \ � / ,�' .� '' �,� / a /' �� �� ' y� ' � ;'a ,`�'� PROPOSED RdOF DRAI , °�� �°p � oy ��------- � - ALPINE ENGINEERING,INC \� %� � I/ , / �, , y ° • .. � � ,rw i EDWARDS COLORADO CONNECT DOWNSPOIlT TO STORM -0 16 i si,o � � / , � / , � , , � � �, DOWNSPOUT CONNECT TO ROPOSED 8 PVC FOR 8 Q �. SEWER. PROPOSED 8" PVC STORM � 0 ��U a � � -� ' 1'�' .` Af``f i'�' / � � 1` �:>r .� - NEAREST STORM DRAIN PIPE MECHANICAL CONNECTiON - °��Y c`�'�►- � � ___-� L- �� EXISTING F � �'k " f ' / ` , / k �µ�� , � �� SEE MECH FOR INV. V SEWER CONNECT TO 12 PVC p . �,1 � /X� �"." �,��?� � / . ,'` , '� ''a��' � ` J ,�`� , ,s ,', % �q.'5 � (TYPICAL) -_ +32 ` , a IE = 8106.37 � y ` � ' TRANSFORMER �,� - LANDSCAPE ARCHITECT \ / ��,"=�;h ;3\ / J' � Cf�` � � a� � ��`� ,r°�` -`"`+32 e � __ 32-F 6 N: _ `� � �` al�a .� ��," `,. �� S E GROITP /� `� t�., / � - �v , ; ' �� � ,; r�' ,'�� ,rti�'' t PROPOSED 1' AREA , `� \ _3���� � �� -.p.°r`--� �°' BURLINGTON VERMONT � �C '� fA- x,;`,> . \ / v� / / .�, � f=�` \ � 25 d EXISTiNG MANHOLE RIM = 8115.0 � .� w .� � �� �i � � � \ \. ` , l x;;,� � ,'� � / � � .t,; �-�4` ,, i ,�, � INLET RIM a 23.8 � _ EXISTING INV. IN (N) = 8109.64 (18 RCP) ��`; 1 �-' 16 •�-� � -r � �` '�.r��� / � ' � / /j / %� `" / ���5 24 ' INV OUT = 19.4 . w ��-o� ,----� _ t, x�( J x; \/ a ,� ��/ 1 � � , ,� .� �. � t ; `+ � EXISIING INV. IN (N) = 8111.2 (12 PVC) � `�, ���j��Y 4 EXIS7ING �� / .`� \! +�d..^-. T � � l f� �� 4 , / ` °�° a � �;' !� �`; e 32 � ° ( ) ( " ) �' � -__�°_�'"� � 2� 12" PVC � �� � STRUCTURAL ENGINEER \ \\ _ Cs / _ �L =EXISTING INV. IN W 8111J 12 CMP � ,,, � >,✓� f / / y�f"�� r . �.`�. � %r , .�. / � w j I � i .�-r � °. ` .��` / � � �r � ' �'� �-��� J `.. � �/ ��" � 10 PVC SDR 35 O 2� c p % �,�_ ` -,.� " 17 � / �,�'� % � � ��/ / �, , ,�,, < G �. f�; 22 ,� ' o EXISTING INV. IN (SW) = 8105.9 (12 ��QC ,� 6 �,,,�,� HAYNES WHALEY ASSOCIATES, � ���°��y!�� ' `�� ' � ` � '� f � � `� ��/ rf �` � ,' =�i � f `�a i �25�5 �TYPICAL) o PVC-SAND/OIL TO BE ABANDONED) �''�0 �z `� � \ ,f� �`� � INC , �� f � ° ` --� '� �--'°�@-'�4'�� ` �/ ' 0" PV Ri�� �� -�r� � � �/ ,�. '� PROPOSEQ 1' AREA ,u3 p EXISTING INV. IN (S) = 8108.45 (EXISIING 6` � _' $ '�'�� � � � `� y, � k 1 � � �/ HOUSTON,TEXAS � � �( ' ' � `== ��� `i / ,� ,���� � �ti / � / �.�', . C�� 5 5 INLET RIM = 21.5 � o • GRADE AWAY FROM - PVC SUBDRAIN TO BE ABANDONED) ' � + s s> � \ � �, ,, ���� �. /j � � G � �,�, ' �. ��.� „ �22 ;/ ' INV IN = 19.0 2 STRUCTURES AND ' ( ) - ( ' ) o - ��16 5 PROPOSED INV IN N = 8105.90 12 PVC � 1 _��� �' ,�' �ti �` x � `�„4`Q �,� ' ;25 5 ' � p �- � � ' MECHANICAL ELECTRICAL , � // / � / C� '�v� ,�y,� � INV OUT = 18.9 Q TOWARDS INLETS - G �� + EXISTING INV. OUT (E) - 8105.70 (18 RCP) � gt � �--' ��� �/ �� /�;, � � � / ��; s, ;�� , .. � 21 ,,^ "' Q � �� � ,��/ "4 / � t � ;,�' ' �C� ' c,��- . �/ - � PROPOSED 1' AREA � ° ° 32 (TYPICAL) � `�' E�q��NC '8. V�1�� � j` % INLET f '`�� ABS ONSULTAN S INC � �,% ,,' / � / � ,�� 'S �2 , � / ," c+ 34 5+ ADD 0.6 RISER 2 � Rqo �� �, 17 9 - �_ ____ --^-- --�° -- ~, /�' ,�.- �� � '_' � / / � ! 1> /` ��' � �� � �' _� y / DENVER,COLORADO , � � � � 2 � INLET RIM = 21.0 �S �- 5� 16 .� 4 --� �a p� TO D(ISTING INLET -� . �, �, / ��, �,� � � . .� �- . , � '�INV IN = 18J � ° CO TO BUILDING STORM & MANHOLE `` -� � 7.4 � �'� �� � � F��-' [��, rf-/���f / � � f �,��� � ,�`�, /• . PROPOSED 1 AREA `INV OUT = 18.6 ° SE RE: MECHANICAL 60 � g � _15 `� ---�_ ____ .�--' INTERIORDESIGN -'J ;�n- � �� � - C5 ,� � `� '�' �� � �3" INLET'RIM = 20 _ ° CON ECT INTO 2'X2' INLET BOX. AFTER EXIS7ING SUBDRAINS AND SAN OIL �.�_�� � WILSON&ASSOCIATES ,! �1 �' � �'f °`° y ,. ' � NT , IS �IG 4'�,�� f �� !� / �� � � g INTERCEPTOR ARE REMOVED REMOVE 16 �� �°��� - � �- ,� � � �. '' j / � , , �,�'23 INV IN = 17.8 ,. ' ��--_ � / r � y� - o.�' . � SER ��E� ' � / , DISPOSE OF ALL MATERIAL AND CUT A D CAP � - � � ' �, �l F/ � � � r' - � � � � , 2a a +32 �- .�' " TO EXISTI IN � t � p �p �� �y � X�� INV OUT = 17.6 /� 4 ME HANI�CA8 CONNECTION � � c� f ADD SHIM RISER DALLAS TX t, � �� ` ;,- �r" / ��_ �, , / , � w � � � a EXISTING PIPING AT MANHOLE. , *� � �,� � ; LIFE SAFETY �/�,, �� � Y / � V/`-� X� �y � L �i �f �' � � 9 5 ; PROPOSED 15 AREA - � IN RT ELEV a 8109.3 , � ,�,,',,`� - �� / BCERENGINEERINGINC � � f �� l p �� � l , " / �?�" � ,/ , � � /_� > ,, INLET RIM - 19.5 _ p � -.;.g ,���1\�'1�'' 1 9 ��a 7 2 - � ��� � y �` a 21 INV IN = 17.4 6 = 18 � � / '� S,.� f / �, /,� - s- � PROPOSED 1 ARVADA COLORADO �' ` v�' , � �, ^,^,�`�'- / `�� /,; �, , / �,� / = INV OUT = 17.3 � s c ° � AREA INLET _ _ �$ ---i�`-'_ �,,` / / cn � � �-, �C� �� � � SEE LAND_�Gk PLANS FOR � / _- \ � `L�✓ e ,, '°'�' �''�, /� � f� � ` f ,. �,° �y� ' �,�1 ��. 2oy ^ 9 c I�fi1�aRD GRADING & MECH. � INV. OUT 17,8114 � _= - - - 18 5 � � \ `�_�� '� . /�` � � �� ' /�/ / � ,� P ��/ � /f - �2�� �I F� c►� / EXI TTNG 4 MANH LE � _-� � E � � � �'�� ,� t / �l �f ; , 6 � ��, � o LANS FOR COURTYARD STOR � � 5 i � 6. L� � RIM�, 8103.20 � j � ES' `` ��`.�; c>> ' �/ '� , ,' ` ''� �� � 1 . _ i DRAINS & PIPING � - �' � _ � � INV. I 8092.51 PROJECT NUMBER 20941 00 r�.��rt�� -� f ,:�r 21/.� CL //� �\2 5 PROPOSED 15 AREA �. a a , 7 5 17 6 18 1'8_7 ,�_ ���T- � ��A / .� i � c 6 , 34 5+ � INV. 0 8092 s� '' _ , �� ��� �/� / � �1> �%/f� � e � � /" � � % ' INLET RIM = 19.0 � y . � ° / _ � � l �z v`� �` ,5 � ;,� _ �,1���}+ `. �`� ��' ' ' , % `� �� , `,. � ��,��' i �20.5 INV IN = 17.0 0 � � �� o�i � ' \ �� z ISSUE REVISION DATE � � � // / � �5 �j 7 �1 + j INV OUT - 16.9 _ � c 1 , + 7 pK � \ � \ �� `�� / , �� � � c, �' � � / � 205 a � � 2 18/ 7 / Q '., \` �� / � ,� < < 2 8 � �� 20 � e � � _ � � / � t� / , ,t � , � o ; t '� 17 2 17 2 , _ � cS� � F` ��`� ;� � `" ' ,C�' �,�a�- < ' / / / � %� i PROPOSED ROOF DRAIN DOWNSPOU'f , ` �. + -�- � d-,f� L �-°�'� � a i� ` '1� i �� • � � w � � t �, � ��� 'p`A ��� /- �G�,S j f G� �� ' Q� � CONNECT TO NEAREST STORM DRAIN � � �, � � 171 \ �� � �/ 2 PROPOSED 15 AREA INLET 9 1 �5 �-34.2 � � � EXISTING INLET & PIPING TO B PROPOSED 2 X2 CATCH BASIN �y / � , � 0.4� 20 9; RIM = 8119.7 ` +32 � a � ` ti ��- ,i r 1 � / / :.� � � .�� Q PIPE (TYPICAL) � a �+' ' + 17 0 REMOVE � '� �� _� �' �' � � a -t' `} � � 16 9 / INV. IN = 8107.24 � ' �'�, �.� � � �- � // OP ��� � / ,� ' � � INV IN (E) = 16.5 � ` / RIM = 8115.8 r ' ������' �0 %�' PROPOSED TYPE R INLET� � �---�,� �� - � � � � .y 20rg • INV. OUT (12 ) = 8116.3 � �34 2 / • • INV. = 8107.04 �� ,f �'' � �'r�s'',�, //F f �' RIM/TBOC = 8119.3 � y� ' ,, � r2' -= pQ' ,r+ � , _f ' �� � � 17 o PROPOSED 2 „ Q� ,'f /�,��� / � / INV. IN = 8114.24 � � T� � � <<' � � `'�SO .�., , � � t �� , . . NOTE: SUBDRAIN PLAN � �- - .}� '� . � CATCH BA IN IN XIS7ING 12 ! / _�,�'�� ; ��� '�'��O INV. IN 12"(S)=8115.2 � � �,`� ��,� i ' `' R`;S �' � j RQPOSED 8 PVC FOR 8 Q BY JEHN ENGINEERING � Q � �. y17� � , RIM = 811 8 � O „- i MECHANICAL CONNEC110N Q -� / P OPOSED 2 X2 C- I INV. ELE { ��.. ���� � �Y, y INV. OUT = 8114.04 6 ��,� �� ���;, /"_ J' � �� ` � �34 2 � INV. IN (VI� 81 8. \ �� :� � / ,. � �, _� ,,� � ��$,���c ,y �. S"9 , r SEE MECH FOR INV. ELEV CATCH BASIN _ � � I �`' Y�� .�t,//�.'f '�.a�� a�f � �' , /�.�- � � 17 4 _ 7 INV. OUT - 108. � a ���. 1 � ` ~0 � � `� � a ��' / U `��` ` �� .-> � J 20' _PROPOSED 15" AREA INSPECT & MAINTAIN ALL * � p � � ��� / I ' NW = 8112.5 � � / �����'� � �� � `��' ,�� �' � � �_�, �' � � � -•I INLET RIM = 18.7 dRAINAGE APPURTANENCES PROPOSED 8 0,PVC FOR �� -� '} ��le� � / P SE ' . C 8 11.16 I � o/ � �� � � � ,� EXISTING MANHOLE S-MH8 MECHANICAL CONNEC110N 1•8 � - VARIOU SPOT GRADES S:� �� ! � � � � � '�� � 19 7 o INV IN = 15.8 6 ' + • �,. � _--- A A N�ET NV. IN M 8 = 109.07 s,...y / / /o Y,.�. � �� EXISI1NG,i1$� CMP � � Cl 5 BEFORE DURING dc AFfER PROPOSED NEW RITI INVERTS INVFRT = R1[10 32 (PIPF T - i0 5 9 � i '�� � ' ;,� \ �-;��vR_ G� u, � � �^°; 1 0� � irvv in = i5.7 � CbNSTRUCTiON . , �, .--� . Ri $j*7.o V. OUT = 8108.97 REVISE AKUUND 51TE � r� ' = " G ,��,� o � � AH a � � f .- _- � � � � � � � � INV OUT = 15.6 INV. IN 10 PVC (E)= 8115.0 MANHOLE) "��� 1 � PROPOSED 1 INV. 112. � � � -°- �� `ti \ �' �� . 18 2� ��, , �� � w\ �� � ��``'-�VR_ ��' / � PROPOSED 1' AREA INV. IN 8 PVC (E)MECH= 8107.80 y� � REA INLET INV. 0 - 8112.25 �`, � �� .�'.,� � �;� �. a � REMOVE"AND DISPOSE � � � OO � GRADE TO DRAIN AWAY DRAIN INV. IN 12" PVC (tlf�a 8114.7 �a� d P�� � PROPOSED 1' AR A - 8�1�•2 CONNE T ROOF DRAIN +,,, �����;� "" �_`` '', DOWNS OUTS TO `��,, � ~==�� � \� ' OF �CIS7ING CULVE�T ��� �' = 8>>s �0 5 FROM BUILDING & TO RIM a 8119.7 INV. IN 24' RCP (111�= 8104.50 (EXISIING) � IN . IN = 8113.06 I ' �,�,,,� ��y /' \\ f � � � � � � � � � � �a1P � INLET IN . OUT = 8 12.86 NEARES STORM DRAIN � � �4�,,,._,.,,. � '\,:�...-- �c+ /� � i \� � ; 'INLETS TYPICAL / RIM = 8117.0 _R-�,�,ti, v1 �� . . / \ o � �. �� INV. OUT = $115,7 INV. OUT (EXISTING) (S)=8099.0 32 � � �_ w--- w \ r� � �`_ � n � � � ) PIPE ( CAL) � � � � � �, �, �, ,�. �-� � '� j 21+ / 0 5 � �9 INV. IN = 8113. 2 � / �`` �G��' \� � 1 � `�_ _�. � � f M �20 t , E ! � � �8 8 PROPOSED 1' AREA INV. OUT = 811 52 � � INLET `��,r "�ts'> �C�! �ii.4 ��ti�' � � e � ' r � 20� /� � RIM = 8117.0 ;K � PROPOSED °i AREA / , �ar � j--� �. �� �1 -�� y � DRAIN RIM=8.7 �_, 20 5 �35 p 9 INV. IN = 81 8 / � � 1 �.. � Q�� �,o `�.6 �a�, ��5 � ►NV. OUT = 7.0 � ! / 21+ � � '' iS� INV. OUT � ;` 'ELE � \`1 \ ` �`� � �J► ,�\ �`l 4 �o g�' ,",r„�„�, `'� PROPOSED 10" �`` � PROPOSED 1�' -'l 3 ,�/' 19 7 017 REV#7 10/19/07 J �LE G ���� � \ � \,, Q �,� �-� � r ' U � '� °�� , SDR35 PVC 042� PROPOSED 1 AREA SDR35 PVC O 2X / �i��---� D R A I N A G E N 0 TE S 6 015 REVISION#6 08/10/07 1 /// / l�, �� �,\ `�� ,• �,�. � ,��6 -� '�� � -�TYPICAL) INLfT RIM - 18.6 0 5 is s i aa 1 4 / XF Tll�� 3'X3'� TYP-�' �" �'\ � INV OUT = 14.6 �� �9 s �� y� �� , � ��; � , � '�� y ` __ � PROPOSED 1 AREA �1 � %�� DO NOT PLACE BA 1. All storm drains and culverts shall be constructed in accordance with the 4 013 REVISION#4 04/12/07 � E G , �� �� INL�,i' �,�'��ti� \ y.� ., � � ; .5 DRAIN;RIM�8.5 / � a 2 i y 6 PROPOSED 1 AR OR MULCH ADJACE / � L R� M l T O= 1 3.�, � �, 2 �--- 2 0 4 �� �9.� INLET Technical S pecifications and TOV s pecifications. IN ' N - 81Q9.56� � \� , I N V. 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S11NG GR E DCISTING TELEPHONE CONDUITS ALL UTilJT1ES SHOWN ON ROPOSED LOWER AS REQUIRm THIS PROFlLE SHOULD BE NISH GRADE - 8130 --- - EXISIIN CAN AND LOCAl10N. -- - - - - --- -- - - - --- - - - _ D(IS11NG - - - - - - -- - - - - - - - - - = - " o ELEC7RIC _ _ - - - - - - - - -- - - - - - _ = PROPOSED O 2.8X 8120 North CONDUITS - - - - -- - - - _' _ � � ., � -_ - . �,.� � _ _ - - � - = PROPOSED 24' RCP 145.26 LF 2.8X EXISIING 10" --. _-. _ �_ _ E�qST1NG 24' RCP `�`-` � 4 LF �1� WA'iER MAIN DpST1NG 10" - _ o W MAI 8110 MAINTAIN MINIMUM 2' OF D(ISTING 10" EXIS7ING SANITARY D(I 71NG 10' COVER OVER CULVERT D(ISTING SANITARY ST1NG GAS MAIN Q' ZO� 4O� WATER MAIN SEWER MAIN WA MAIN SEWER MAIN LOWER AS REQUiRED DATUM ELEV a 8100 00 Scale: 1" = 20' DpS11NG 10" ROPOSED CAN � `�° yyq� ��� � SE�W�ER�y�ANITARY � o N N N N N N � �Iorizontal & Vertical � � � � � � � � � � � � 5+00 4+00 3+00 2+00 1+00 0+00 STO RM -= _ __ SEWER SOUTH FRONTAGE ROAD CULVERT RUN -- - PROFILE �- ENGINEERING INC mWARDS BUSINESS CENlER • P 0 BOX 97 mWARDS, COLORADO 81632 C O O� • 970 926-3373 • FAX 926-3390 • P\TOV05001\dwg\Master\Ritz-Storm dwg, 10/17/2007 9 41 15 AM,babcock �\ � �w / � /� �� �� � __ // �/ � I � �� /�i `�� %,! � /�� ��/ S�� $�� QPJ� �` .� - w � � EXISTiNG SE R MAIN MUS �GVER MANHOLE MH 0619 \ � / � / GA 4� � i ,2° CMP ` i v � CONN T T � � � � � �, ,�.���4x LEGEND ��� � �N� 8,28 2 w � eE �v�s� �oRE ac RI►�v. - 8130 3� j � s� % � � �,}�.-� :��_� _j — — — — PROPERTY LINE �� / I � 9 �9=��:` ..�^,._4 ''�, / � / AFTER WATER VICE EXIS G � � iNV (s) 8�25 8' � i � � i � .�a:,�i -„�Y �, ��: ` — — — — — — — — � �w I � � �� � / / � � INSTALLAl10N P ERWSD ��� ., �� 1� � G� �� � r.;a��:����� ,; �r EXISTING EASEMENT / W �5 �� r,y ! l�, SEWER MANHOLE MH 0620 / � � �.- `3 � � �'�; ' � l a �r �, w � � MAIN i � . �s �/,. � � < �� �' :�a EXISTING BUILDING / / C�i' / r�'U '� � � RFI-0060 SEWER MANHOLE / / RIM = 8129 7' / �'S S � j / , � E"' �x x x x � RIM = 814�0' / / 8" INV (E) = 8124 5' /// ��a/ GA� / � 'l id �� ��. � � a��� --------------- / / e ( , �� _ , ' = M- � � ' }<<� EXISTING EDGE OF PAVEMENT w � /t� � I 8 INV (E) 8133 6 / / 8' INV (W) 8124 6' / i /s / / O � �, � �; . � `1 � y �� / � � / INV (N) = 8124 9' � �i �,� $ �`� f( ` �. ,� _ .���;� — — APPROX. 50 STREAM SETBACK ———_ � '� ,� W � � � / i � G� / 1 � � _ � � `�' � � v� '�� ., � / / i / ,`y i � F; �" � ���- ,,` _- — APPROX. 100 YEAR FLOODPLAIN � � , - / w � \ / � �SN � �i /$� 5/ ' . .' � = /- � \ / SAN � , i � -�« =�� �,.�'=��-a � / / , �._� - ---- - � � � EXISTING CULVERT AND INLET � I � `` ` � � G �� � � i� ��S �'/-'�/ � r �i-� / � / ! ;ry�� � ��, fi�, �sE r `�°=.t, �. ,�.� � ° � / 'yw / SEWER MANHOLE MH 0 0 � = � � � / $AN i� � // - `% f �4 O v 809� EXISTING 10' CONTOUR � / w m a � _ �4 ' � / � � — k � /S 5// � � \ / � ,S � RIM 8130 1 t�, W � i� /� �'t Gj K ,�°";%� / CONCRETE EXISTING 2' CONTOUR � � / �� �' / 10° INV (S) = 8121 4' � ` � � ,w`y O ti �� �;, „ � I � � � / �/ ,,,*,-+F��``�=� ! 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FIRE PROTECTION \ 1 ' Z \ � � � vw ,` � c,� / ' � .- /� � - WATER SERVICE � � ROCK �""� � � EXISTING FIRE HYDRANT ��, � \ \ � sv / �` // r? � �' � ' \ I ! �' WALL �j � � W �YO EXISTING WATER MANHOLE / � / � � I Cti �W� �� % � ` -� / , . • 1 � � � ' t�., ^ o ti� �/ , , „ / � � ,� / �<< �, � - . � y I � A — EIR EIR EIR EIR — EXISTING IRRIGATION LINE ,�' \ � ` 4 6�I " �; i � , � rT, / �,��, � � �,w � � �,� � ��� � �� � ,y LOWER EXIST1NG • ` . � � h+y � s A N s A N s A N E X I S 1 1 N G S E W E R L I N E / \ � w / / / // � -� � � S A N I T A R Y S E W E R 1 I \ C I� ` � / �`_-� I ASAN ASAN EXISTING ABANDONED SEWER LINE � \� � �� I ' �'� �� //tLr`Y / ��` � � MANHOLE LID TQ 8129.65 ` 4 i r � r � / , � x / L� / / ' t == j �/�- � . 4 � � I � �-� / / a �',; / �a�=� , 1. ,. A O EXISTING SEWER MANHOLE / > � w ,� /� �/ � � ,� �/ x ,� y , ,, O _ a G � �\ �, � / � w�' � /,[ � �/�' y.` ; � ��� /- h x 'a � GM ��`�. ��\�I � / / _[! _ ����L�� � � ' ;� �, � �� EXISTING TREES AND SIZES / I � � �� r � ,�� �, � �� 5-y \ � � � � c�� / � _ /� � � /,� 1���' �� CONNECT SITE WATER TO BUILDING � ' `_ �1 , � �, �� �� r /��'�` � , </�=3 0 WATER-SEE MECHANICAL & FlRE + I � � / � / / '�p � a ' �:� � ' � --�-- Pw Pw Pw PROPOSED WATERLINE W/ FH & GV `�S_ / � �yw / ,°° Q 0� �i� �� • IS � y'� � 1� C / w / / � // y , ,/�� < �_ � PROTEC110N PLANS FOR CONTINUATION ��.��;��1; � Ps Ps Ps PROPOSED SANITARY SEWER W/MH � TANK S`_ / '� � f � O� � IW�' �'� '� ��� � h " WITHIN THE BUILDING � T �`� '� s _ �, �i � � / � / , 1� k �.�� ' -= � � ' OWNER/DEVELOPER — Pws Pws Pws Pws— PROPOSED WATER SERVICE lE�'� � G , / /�� �� � ,� • p� ` �,� � 'y� o r� � � � , r/ / � �, \\'� w — Pss Pss Pss Pss — PROPOSED SANITARY SEWER SERVICE L�.\// �j v�, � OJ / � � y� 1�`;, w � - '� iI � � � � V.AIL RESORTS a /" < ` i � coNCR� PE PE PE PE PROPOSED PRIMARY ELECTRIC �� ��, / � � � �W = ��' /� ' �� _ � \\' H, � / �, "I / � , ,,L _�, - \ \ � _ W�u,c T PROPOSED TRANSFORMER � �, / r� • � � � �� � � ' ,� � � 1 � \ `��� �� DEVELOPMENT � p wv � / � �� y �� � � / v W � ) � PROPOSED SPLICE VAULT / Cs� ! l l i r ` � \ � � ti COMPANY , ` , , �� , � �� PPH PPH PPH PPH — PROPOSED JOINT QWEST & VR PHONE / G`�� '�� < I �wv / ts�� / ��{ �1 � w / , �/ € , �� < < 1 AVON,COLORADO — PQw Paw Paw PQw— PROPOSED QWEST TELEPHONE v c, � / � � a�' � � �' / � w PG PG PG PG / � / (y� ` SEW MANHOL � / � �/ y �����?1 < a , PROPOSED XCEL GAS / � g � � � '� � W �/ � /° R = 8125.9 / y � �, / � �Y �� v � \ — Prv Prv Prv PTV-� PROPOSED COMCAST CAN / �, �' f 10" INU I� = 8118 6' w F'� �' ,`�� � =� \ ��' / 10" I N V T = 8117 8 ' /� � :���' � � �� , - DESIGN ARCHITECT PE-PQW—pE-PQW PROPOSED ELECTRIC & QWEST � � / 5 / � R" 'a � �;' � -= � �� ��, w / �` +� / / � y �<� - PROPOSED CULVERT � / �,"� G �� �/ � /V �.�Q,� �`F�,���'���c - =�� P R O P O S E D / � c / �� r� EXISTING 8" WATER �- 9 W _ � , .= 3 ���, � MAIN-INSTALL INSULATION � � � O - ❑Q ��' PROPOSED TOV UTILITY TRENCH / / �� ` � /� �, �,���� � WHERE 7 OF COVER IS `�y , � ,,� � i � F.- .� , ,.fyP �<< � � � BUILDING � PROPOSED 2' CONTOUR � �� �/c��" ��r , /i c�� �/ y ,�' ;r� � , NOT MAINTAINED � �� � � � / ' �C � r�,> � ' ,�_ � ti� w i � PROPOSED 10' CONTOUR � � ��' �s' N� "�' � �, ' � i ___� �-----' / �� � �, � ?G ��y \ � _� �___---- Denver, Colorado 2+95 3•3q� PROPOSED SPOT ELEV AND GRADE � �,/js t� /` / �y� y �;'� l_,�, < ��� ,,,�'� \ ati I �_____---- PROPOSED EDGE OF ASPHALT ' �a �/ � �'� ` , ��' „ °�,; a � , ___� EXISTING HYDRANT � � � �' ��' >` � EXI5T1NG 10 _ � � ❑❑ ❑� � / ,�, _ O , ,� �, � �' \ � -- -J L EXISTING ARCHITECT OF RECORD PROPOSED �NLET �/ � � , ;- �� ���/ WATER MAIN � �� � �� I /�,,r` j� ,� � , �' � k� a � TRANSFORMER GLOVER SMITH BODE,INC a/�'� ;�'"' " G`�' / S'� r� �1 i�y � _ �_� y OKI,AHOMA CITY OKLAHOMA �C /� � � ��� < � d �� � , � � , i � � ;��",�;y;���' ;�x��., � � �,''' � /��''� ,� �� wv �,�` / s �' --�-,.y `°'�, 1 � � a � �� ' EXISTING SANITARY / � \ �����°,�;�,', `�'','. � � 5/ � � �� �, `�� �,� '� ��' �� � �� �"� o W 2+ SEWER SERVICE CIVIL ENGINEER , � � �,,xs,� „ ,� ,�.h� � �. � �-�� , < y_ EXISTING 10 SANITARY �.� \� 1 , �� �;ti CS /�' � / �� ya ` ,� �� � � � AT �.�.,.�°fi� ALPINE ENGINEERING,INC � ��' / c, / � _��� SEWER MAIN �q �y �[ / � ��'�� ,'����;/"" � ;� /°�' � 5 �,,`�" � � �;' �9 �i �?'\ �� w�� �'�' ' EDWARDS,COLORADO / \ `�Y,v�� 4 .�"' v Q �ti� � / � �.a � *A �,� ° � \ °'� <',�' / / / �� <� `S�� Cs /��q, � � < / � � �' �° W v ��/'�� � \ M� �=4_' � ��, / /� / F � �,; � � \ � � �,P�/� /� ya� �'"�`� / ti� � �_ �' �'' ��� l��~ ` �� � � �� LANDSCAPE ARCHITECT � � �� �o /� / �C / "`„� � � � , �-� �-� �c � � '✓ / /� � c� ��� ./ � ' < � -`� O � 1 \ - ��4�� � a � � ti � � / �,cg,� , � `� / .:� ' � � ,�� � �'� �.:<� ��� / S E GROUP / ,- - / �/ /� � � �y� , y' ,�� �= �' �� I ��� , BURLINGTON,VERMONT � =�a�'`' c, o Cs�'/� � < V y� , �.,� ',/` , ��� �:, Q °sT .„� ��� \ / /� , �� �.�,Y � /� / � x ^�' ��' �., / / � — e��_ �� /s� / f /� / N.� � / / y� �-,� � --_� �. �� /'� / � � 1+� YJ°'��.m^ �� _,�-a y � 'W, \ STRUCTURAL ENGINEER _ / � � `/„�' '` �' ��, �� g� �� � � � � \ � �" `�`� � v� � HAYNES WHALEY ASSOCIATES, / �_ � � � � � �r� � y'� ,,��''�, / -� � � � q, �= INC �G�� �� �' ��° � / ��., ✓� � � � q i ��� � / � \ � HOUSTON,TEXAS // /��s / / � ,���;�' i � �"' I � / � � �o `j ,��` �� y �,R��'/��x"� �� S / �, � / ` / � �' / vs ��p. .� ��' �� /.,���' � `�� y��� ,�,� � � '�� � � �'"" � �, �`n � MECHANICAL ELECTRICAL / � ✓��"�� �S'�`�.�� � � �� e �� � �� ` � PLUMBING ENGINEER � a� /�� '/i� / //.�-°'' < < � �� / ` PER MECH. REVI510N ��� �� ";;���` -�" ABS CONSULTANTS INC � � � /3 F-' v /. - � �\', � � �..�,� � ,/, � / ����-� � � ,�1,1 �'� � � �= � �tiE �' / g �� �� 1 / � .' ��' ����1, � �� u DENVER,COLORADO �� � , �� � � � - —� \ �' /� � ��� �� ��` ,�'���' ��` �� C�,ti _,� � _� � INTERIOR DESIGN �� L� / �a\ �°� #=`s � `°���� � � � � PROPOSED 8" PVC ,Q� i � ��`ja� WILSON&ASSOCIATES / c�s'� � � ��r� � //�� d�,� � /� ��.��, ' <//' // �=� �3 rs SANITARY SEWER � ���` � � ��A D�,r�s,'� / p•� � "�� //`'�} SEWER MANHOLE �,l' � ' / �-�'� PS �NV. ELEV = 8101 . � �_ � � ���_ � � �� �_ � �� i .�� � ��� LIFE SAFET'Y � � �� �� �G �' �.,��� �,�" RIM = 8120 00 �// � G�5 �.a -< r/ 5 / ti r3• �r,� � 2, \ ��5�` �� � �, INV �,IN� = 8109 69 / s; � A � ,� �•�., � :��° �/ / � �\ BCER ENGINEERING INC ARVADA COLORt1D0 � Q � ���� � / t �� INy°° OUT - 81G 9 � i�� ` � t~ / ����/� � \ �' \ , � // , / c� ����L�'`,o ��� //��Q,S '`�� ��G�j�� �� ' �/ ��' �A� �� / /� \ ��� vn G q � � � �\ y �"�`°'��� //// ,� � //%���� � , ��" ti`- /�,�'�, .- ,� . �`k.� / c� // P `' / 3' _, �� Q �° «� �/''// -�' �� � � ,y � , � /_ � � ^ � {, �t- � �`���� � � � � PROJECT NUMBER 20941 00 - � \ , �p �' u' . " �, � � S/ �� q� � �l% , -�"� / � �� j l � y -- �`--�/ � � Q� �``�� ��� /'�� � � '� ' � _ � � ���• PROPOSED SEWER MANHOLE CONNECT SITE SANITARY TO BUILDING �O � � ,� �' '� �, � ./�� � _ ISSUE �vIS�oN DAT'E � � >"�� " SE MANHOLE MH �70 �`'��� � � � � RIM ELEV = 8116.5 SANITARY-SEE MECHANICAL PLANS FOR � � �- ��� � ���'p� � � z ��' �t � _� =� � - ��-» � � INV. IN NE = 8097.87 � �" �. � -� � � � . � � r�� �M INV 1S 9 s�o� 5' �y `� � ��. _ � Q � ( ) CONTINUATION WITHIN THE BUILDING � 0 � � I / `/ � � > > ' � = / f ���� ��' INV. IN SE = 8097.67 � `� . � � $� 0 V = 8107 6 S � � � � � {' � �� > �Q� GA c� � � �1� �A ; w ��/ v Q` INV. OUT W = 8097.36 O .� .�-��� - , � \ Q .}, �,,_�� � J ER /�/ � `S ( rF, � �� �� i_�(ri � / � . .,,�}���-�_� � �� I / ,�� / � � ���/ G�,S ��'�' \ EXIS E�'�L 5 vn �,; �s7 � Q � �o�`�"� / � y� �w, �`�i" \ °- �a, ITARY vR_� ' ' � � I PROPOSED 6 LF PRIVATE 8" - � � ���° � / I�.� � �� 1���, --'� ��� `'� \ �NER MAI � � P �_ �`'� C� PVC SEWER SERVICE � 2� �`'`� � � `� \� =����' / � L � � /� � � �= a�.� � � CONNE T T� �.5 0 �� � �tvv. ELEV = 8097.s�, - � ;�� I �}� � � � 5� � ° G 'A 'A ��, ; pa P �� �. � � ",� ' �� � �= y � EXISIING RS oy s�,� � a �� / "- � \ �a � �� s --- ��� � � STUB � G � O � � �- n _�- .� . Ys ` r 4 ��' � � �,� " , �,, � ;�, � , i � w � � � � PR4POSED 23 LF PRI VATE 8 '���,, ,,,- I I � G�$ �'.�, ��'-��� �'�_ `` �,�, ? � YELOMINE SEWER SERVICE � 2� MIN. �� �-� � � � � `�\/ �� y �`� 5� / i�` � � � � �° ` TIE INTO EXISTING STUB & INSTALL d - �/ -- � T I � � E�s��ct�NHOL�H o�20 �� � � a �� 4 JUST NORTH OF EXlSTING C-INLET �; �-�� �� / -'� � � � � ` � �L // � 8115 0' `�. `\ � •j � � � (� ��� ;..� '� �—� �s s i � ��i ' ,\ � :`,tl ';'��-�� � �� �/ � i o" iNV ( = oss o' � � E� � ,�� � EXISTING 8 SANITARY � - �c ;� �" 19 9 _r- \ '\A�.,.�%:% � � EL� G�s �� io" INV (N) = S 95 � �'�' � \ �. W��, \ SEWER SERVICE S1U6 . ���-- '�` o -~ ,ss �� �`�. S c ��� � � � "' � INV = 8096.6 � � �� � 2 /� CT��GE V ��v s�/ .,__�-- T EL � � � � � \ y � \ � � � f� � 20 4 �'� 'r`S:' � ' � s� cT�i IA-�� � � TEL-`���L� L�� CTV` �Z ` e 'a � g�. '�. � 0 47 � �2 __ _/__--- � CTV_�'GA�� � �` � L7y� L y� ��1 � � -�.'r'`-�' � � 2 5 - � � � '� � / � � � j,� / S � S �I� � %S� � � � � wv � - �. y � \ �x F= � z— 0 5 24� - � j, 5�'�� � ' � 5�� c S/�i ����� � / � � � � �_ �� is 2 ��i �3 \ � `��� � � �� �v ,/G�� /�� 6 015 REVISION#G 08/10/07 % � � � _ � — �� s c � � '° ,,.� * �� � � i � � 5� � 1 A I 1 - __ i / 4 013 REVIS ON#4 04 2 07 E _ 1 °. 2 � G / / � �' ` G3 � - � i 8 4 � � � i� \� � � C ..rt�V�� �/ �� '� 3 � 19 / �� \ / O TV '"� � \ � ,: �=� �- _s s_ ---��~ �s 4 i \ �--�� 009 PERMIT SET 11/17/O6 \ � � \ / / � �TV \ � \ \`,�02 + 6 s /��1 � �� tn� -o � � i 5-�-� , \ � \ �` �', �- � �_._ = - � TIE INTO EXISTING WATER MAIN �\ � d � \ ��;� � �_-- � � � �� � �_���-�__-- si4o i BY OTHERS (SEE PLANS 1 � � Q� \ � �;; �t, ` ___ � PREPARED BY PEAK LAND \ " _ - a \ � EXISTING GRAD EXISTING ELECTRIC LJNES � 1 � \ \� � � - � _ _ _ (ADJACENT TO WATER MAIN) CONSULTANTS) � � \ � ,,,� — — — — — _ _ _ WV � 'fl n � , C003B)� FlNISHED � � � � \ , G � \ - � � - - - \ — RITZ GARAGE ENTRY 6 \ � ,� \ �� � — � — — D0571NG HYDRANT � � Q \ � � - � � 8120 — -- 10 REiIAIN IN PLACE � � - � � _ � � 9c/� � p\ \ °M \ - _ _ ,,,, -- EXISTING 8 DIP W TER MAIN _— —��rta-_aya.�� —�—�_ North � � �, � \ _ - � ,, _ � � H � �� � jy� - _ _- _ � � � rra�a ua—aza—acs—srs—ara—sra—a '� i ` � ��' -O t�]y` *'� / _ /�'i X N 1 � Cn �+ \ _ _ � � .r.. G 8` DIP WATER MAIN \ 9 � �jt,.,� /� �'3 - ��,, � ',\ /�% ADJACENT WA1ER MAIN INSULAlE WATER MAIN WHERE OF � Q � �,�, �� �f'' C'j' COVER IS NOT MIUNTAINm (SH m O ZO� 4O� � � � \� � - W�� `, `�-�� DATUM ELEV POR710N) � � � � a �o � � - �. � !� V� �`� ��� el0000 Scale: 1" = 20' SEWER MANHOLE MH 0 40 RIM = 8109 5' ` a �� r`\ � ,.t , ,--.'�/ /�CT '�/ o, � o� �cv �n o r�c�c� 10" INV (5) = 8096 0' tn � � , , � � ��'''''� �,� �%� / � c� N N T � --T � � \ \ \ \, �� �TV /'� rn � v�ri N oo co� r�c6 00 10" INV (N) = 8095 9' � ` �� ` 1 cxi � , � �;'�, ��, CT /,� o0 � a ;�;� �,�-�-.� V �° � i o0 00 00� �a� oo ao 0o o0 � ` a ,, � � �� \ r �� �' V' At'�� / � ; �1 , - `� CT s / PROPOSED 8" WATER MAIN ` ' � r\ K ` \ '�,.!��'�-� S�� �� � 0+00 1+oa 2+00 BY OTHERS (SEE PLANS � � �\ \ �,�`____;:,;,.. �� � �-�'`-°�� \ � \ �� ��V/ 5�� GAS�� , WATER & PREPARED BY PEAK LAND E- \ \\ -_-�' '?� ���'--'"� Tv 5� �/�� � � , � 'a ���=" �,� �-`�'.' \ ��� �AS i i� - - - CONSULTANTS) � �, �� � � �; , �....,,.-- � � s � G � �� �� EXISIING WATER MAIN UNDER MARRIOTT ALLEY PROFILE � __ � _ _ SAN 1 TARY \ ( � c�n �+' \ , ri� �!,` � ��� �'/ �� / � -- � � �, . ;�_....- ,,,_� ,� E- � G�S �.,,� �, � __ = SEWER ` � E» \ ` , SEWER MANHOLE M_l� p600 ���� . 5 }_,._�� / — — _ � ` � � `�� '1RIM = '8106 9' _s,3 t. Jl-- y/ � i'/ ��i � _ r � � � \ �.�_ �,�.: CT� �TV s� i GAS , � = = P LAN � �' -cx� r' ���::-11V V (E):= 8093 9-'� / / ���i� \ a � � �� _En - , gAi'� S � � �, � �" � � � �4, �r,v �w� _ $os-s / GA x—��' / ENGINEERING INC \ \ mWARDS BUSINESS CENiER • P 0 BOX 97 � � -'` s� _ GAS� %--:~-- �� / COO6 \ �N mWARDS, COLORADO 81632 ` �'°" � / • 970 926-3373 • FAX 926-3390 • \� � `t� -3�� �\ ../ S /f� �-- �AS'!_---'���jl �� .�/ � P\TOV05001\dwg\Master\R�tz-Utilities dwg, 10/18/2007 9 41 06 AM,babcock �' - vw � � � ,� �� � � / ' i ��- � � � . �� �►• / G/- �� � � w �a � // // �,w � � � � � i�i� � �� �� s� �/,� � . LEGEND � � � & � � � =��}T� `� ���-V ° � w�' j 'i' ���� � � ��� ' � � y�� �������:f. % / / / 6 I i�� � � A� / y� � ���.���,�.�.�,w . - � s � �.y>_��� � �'.°�r °;�K — — — — PROPERTY LINE / �v� I v ts� � / 4 I � / / �� P� A$ / � e'�`�'��'�'�`0. `°`��.;� � '- C — — — — — — — ;f _t� .� `` � ; — EXISTING EASEMENT /- —— ——� W �,� � �W \` � yw\ �Q \ � `_ _.i/ I SAN �'/�i �A�/ /��,%� / �� �'",i � �. � �`s`� � / , � �v � \ / ��SAN x, i i S/$ � � � - �t �� �� EXISIING BUILDING � / �7 / F,� � � � / / 6 � � ��, GAS/� / / � , _ � � r� : --------------- EXISIING EDGE OF PAVEMENT / � .�'w / 9 � �� \ \\ /�SAN � �� ��/ ///� // �� � ��� �' � w m a �RELOCATED TOV WIf� SS x � / � -- �� �S �� ,� $� _� � �.�,'x,� �Y- — — APPROX 50' STREAM SETBACK � � � � � � sv � i� � �`� G/ . � / CONCRETE _g� � .¢��.;,� �,�1,� � � �� o ANTENNAE ON LIGHT OLE. � wv o�y �, _-� � ' � � � /� �,"'A'�r�,�,.�;� � �R�vE ��_ ����� =�,� — — APPROX 100 YEAR FLOODPLAIN � � � � / SEE ELECTRICAL PI�A S FO ` E,� � � ` � _ � � �� � /s�11 G��' ��'�,� \,� </� �\/ '�s. . � / w � INFORMATION. / �� � �, � � /��' Y` � �"tl � � � -� -_ -_� � � EXISTING CULVERT AND INLET v / �/ � � � � TEL' �� ��'� �//' '��,�`.',�`'� �� � � � w — � p � � / � , / z, TEl� TE � � �'�-� � � -- �-• � T�'� �� Z1/�AS,� ,/ .,��1,,� ,,�, / �� �� _ � SU9O EXISTING 10' CONTOUR � � � � p`S XISTING TOV WIRELESS y'� y �`��,`� L� TEL— TE EL������ \ /S�j/' , .� �`NA�i`� / � ���� � � �(NTENNAE ON LIGHT \ � �' "'��.�� L--- TEL---__ TEL TEL TEL T � T��°r'� � �'� Q,� � E�S;-'� / rr�ra���'�° EXISTING 2' CONTOUR � / �� / � � � 8 d � �!�°�< . �l p ��� a� ` ` — \ \ � � vw / �6EE ELECTRICAL PLA � �"�f y� � --��_"��----_ ----------�'�- � v' ,��� ``,,`'?.i�✓ ������a�e��� ��° - -- GAS—G�—G.�—CAS�CAS EXISIING GAS � \ � � � � ) w � RELOCAl10N INFORM,� a � � �, EXISTING (2) 4 `-------- � �,AT— �va��T C� 30�-� ,> ,.,�a,;�-y ���� \ \ / 1 7 0�' / � x x zs 3 w /� a CONDUITS AND ROUTE TO EXIS11NG POUNDS _ WA�, -. � ns ,� i � � ^'� � ,'�;y� � E�e—sr�--E�a'---E�a'---Er� EXISIING ELECTRIC PRIMARY � � 'a y MEDIUM GAS UNE - �AT / i'�, ,< � PLAN" \ \ / / rt , �-- -�--- NEW VAULT �._— tiYAT----' �AT CIRCLE � - rr ,,. ��� �« �� � EXISIING ELECTRIC TRANSFORMER � � � , T L _ � WgT — �AT _ S� — SAN G� i � � � I � w / / /� s L , T — wAT WEST LIONSHEA� � s ���° �- � � �� � ti c� � �' /� F' i , �-- Ty� �-- WAT--.._-- WA �— SAN SAN--�- SAN � G� o , �,r,�:,,,e�`, % �i��i EM EXISTING ELECTRIC METER � � � �' � � �+CS % � -- • rAT T S�j — SAN o �''ji`�� '�;,r�°k�3�� ��F / �, STALL 6 f 2)� �� -� �as ._._-- sax / + � v ;� ` � � � �,C�I�� SAN — GAS�� �AS , _-�'-� ` ,°' , ,'r_✓, ��m� M O EXISTING ELECTRIC MANHOLE � \� \� / � / SCHED. CON TS , I�� � � �v 5AN �� _ S� C``�....� G,�,S, — G�--� GAS B� ,�'� `� � --�_� <" �29 � � \ � EES EES EES EES — EXISIING ELECTRIC SECONDARY // � �'—'�————— — ��R �C� `� �' � � " ' � N�"-^- iR � ��-` , 130 C� G� G� < sT � � ��' ` � ` � \ � � 'y � �' �p. �' ' ,. � �� � 129 �9..,1`� � Z �� / / w ' � ��y� ``` �`� '- � ti � ,EL .c�' _ �r_"� r � —Fo—Fo—Fo—Fo—Fo—Fo— EXISTING FlBER OPTIC `�'r/ \ \ � —--— —_,. —�S+a� � ��riy f� << y / ELE �'� __ ` , \ �'- � —� �,,-_L`- � -''--� < < �'L� �� _ , � '� '� � �r��o � � � � s � � '�'` �``'`_=,_ '�- ` ` � L �. L � T" T _`�Bt29.� 8 � x" x � � �" FINISHED F100R O TEL—TEL—TSl—TgL—TEL EXISIING QWEST TELEPHONE � \ \ � , � � / i � 1 1 �� c L r. r 129 0 '�" / \ \ � �' � � �f w � `'�� 1�1, � � _y --- -- - f x x r � x I a � 8130 3� � EVR-PH EVR-PH EVR-PH EXISTING VAIL RESORTS TELEPHONE \ / \ � ,�v / // XI TIN �A�35L /V L a "�r- -;;s ^ i t� -� 'f , . . � K �`, � � _Js � � ��L:� - �`r � ON EXI CONDtJI _ -.��� ��,%'"��_�� -= x _. ` " - - - - , � �302�'. � `5 � -o a " � � EXISTING TELEPHONE PEDESTAL �� / � � �I � � V'a /wy RIM = .8O I � �`� `l' �'l,�`t � ' 't , i ��� � � �� � y =I � / \ � / � / �' _ � ' ,,, � '� = �, _ � � � _ � EXISTING POUNDS p cTV—cTV—cTV crv—c�v EXISTING COMCAST CABLE N / � � j g F � I f`, � � tti ,. `.` � � � � � , <� � � TE,� � ,, �, � � � ? � I MEDIUM GAS LINE �j ETV-JT ETV-JT ETV-JT EXISTING COMCAST JOINT FlBER/COAXI / � / � I � l / � ,���J ` ` �� , T'EL� I � ' �� , = SPOT � '�',�, � � " a OPOSE 4 ��/ �v �y" r S`/` � � y ,� ` � r'! ( � 27 �� '� � r 8129 5' � '^ TD EXISIING CAN PEDESTAL � /� \ � / C�i' GHT P �TYP � i� I <• �C� � -� �7 � � /` �` CONNECT TO EXISTING � ��� y - �'� - V v[�]J O r�aT TVAT r��T EXISTING WATER LINE � \ � � \ yw ° � ��,° '� �`_�` /� ROPOSED TOV STREE � _ _ J POUNDS MEDIUM GAS � �� ,�6 ROCK 1 ^ `'� — Ews Ews Ews Ews— �' � \ �'v � // � ' / _ _ \ - � � l� UNE . � I 812 WALL � EXISTING WATER SERVICE � / / / , , _ '� ; A / �' � \ \ � � /wv �� ,� � a _ UGHT (TYPICAL) � -�:�� ---� �. �� , � N V U AWAT AWAT EXISTING AB NDONED WATER LINE yc�, \ , � � �� � - �� / � ,¢ , � � ' _ � � � \/ / , , � i < < �'�� y e`` 7 F� \ � � w , / c� / ABANDONED ELECTRIC VAULT, `�. �� � ` �� EXISTING GAS METER � �`--� � EXISTING WATER VALVE /�.�� v � / % K �� � � � q-� / �' \ / w / � // L � / �y'`> ` � TRANSFORMER & METERS. REPLACE � � � r- -��.� 1 \ /MARRIO y � EXISIING FlRE HYDRANT �/ \ � , / y , PROPOSED GAS , � - \ � � � � `� / `� EXISTING VAULT WITH UM1-35L VAULT '�`` � � � Y 'y � t�, / � / ' � << � � - � SERVICE LINE Z �� � r M TOP OF GRATE OW EXISTING WATER MANHOLE �' / `��C,�s, �/ V � ��� �' / � ,� 4 �„�� - _ �y'� + � � .� G 8129 7' A — EIR EIR EiR E1R — EXISTING IRRIGAl10N LINE / � �� � yw / � �� / �,� .a � '�' � �� ,�0 x �x � _ ��; =,,�,.�-_,.. -u - O ���a G 10 0' TO BOTTOM �T� �� / � w �/ y � � / x � F�i �/� s- � � / / �f ��/ 5 w - - ' SAN SAN SAN EXISl1NG SEWER LINE / y Q Y �r � f ,� -y � _ _ � � '�',�. V J ASAN ASAN EXISTING ABANDONED SEWER LINE � c� �/ �/ �/ � / �'� � �� � �� /,� � � � 6 � - - � � � , 8� 2 �`' x �' � � � � � � � � ' �" ' CONNECT SITE UTIUTIES TO BUILDING �y � � O EXISTING SEWER MANHOLE � C•�s� � /�/ �,�,yW � �« O �/�' y ' , ' � � / } � - ,,�,�:tt'��.. � _ c,�s � / � �� Q- y t � � � E ISTING (3) 6" & (2) 4" UT1L11ES- SEE MECHANICAL PI.ANS FOR � �� • '�,;,� ���, �` ELE�L TANK � / �,a � O < �W ��� . � � z ED. 40 CONDUITS FOR CONI1NUAl10N WITHIN THE BUILDING �i:-- ' �}��� EXISTING TREES AND SIZES / ELE b � . � �" '� " (� �� " �' �, � � � �/r / / / ` /' ' �/ E OCAl10N OF EXISIING ���� �����\\ / yt,� � / / / � � a `�`' lri ` �y d� _ � � - 8128 5' � .� � i � ,�w / � J , r/�� / y.a , r /< < , / . EL TRIC & PROPOSED ELEC. THE SOURCE OF TEMPORARY '2 + w� p �' 3 �— Pw Pw Pw,�-.�_ PROPOSED WATERLINE W/ FH & GY / \� w / O / �' �I �'-' PROPOSED GAS - � �`b , � y 4 �G� � �v `� CONSTRUCTION POWER AND THE B12 9 �B1 � i coNCx�� S Rs� Ps ps PROPOSED SANITARY SEWER W/MH • Y o� � ' '/ ��' � / ,;'� �< • POWER REQUIREMENTS SHALL BE METER LOCATION y \ _ W� / / . / � -,( �� � `-� -- Pws Pws Pws Pws— PROPOSED WATER SERVICE C �' / / � a a�' i, COORDINATED WITH HOLY CROSS � � a ��- ,�v � �, ,y , � / � \ W i _ OWNER/DEVELOPER / �,� / / � < < / ENERGY. INSTALL TWO BOLLARDS � EXISTING ELECTRIC LOWER AS � pss --�-- �ss �- �ss �ss � PROPOSED SANITARY SEWER SERVICE � a � � y �� � � v 5-p- �� a�2 a � REQUIRED TO MAINTAIN 4� / �� • , / �w / �� / ,, ,� < NOTE: ELECTRIC CONDUITS, VAULTS � IN FRONT OF GAS � VAIL RESORTS PE PE PE PE PROPOSED PRIMARY ELECTRIC / <� � ` 1< - � TRANSFORMERS ALONG S. FRONTAGE METER � MINIMUM COVER w � . PROPOSED TRANSFORMER � �'v / ��5 `� / �, / y'a� i;'� / / ROAD WILL BE INSTALLED PRIOR TO � W . F1812EOD$FLOOR DEVELOPMENT � � PROPOSED SPLICE VAULT /// �,5, � / wy �4,5 �-��i� � RITZ CONSTRUCTION. �l +g�g 8�2 COMPANY i�w � / / � � � — PPH PPH PPH PPH — PROPOSED JOINT QWEST & VR PHONE y / / / � ,'`�` � \ 8120 AVON,COLORADO � w / 5 � ` , � � / � , � � r` EXISTING UMI-13S TRANSFORMERS � w — PQw Pow Paw PQw— PROPOSED QWEST TELEPHONE � Cs� / / G� y i , � � 6 'I �� CONDUIT RUN TO & FROM W �2 73 � / �,a , / / �v �,� � � �< < � PR�POSED � 05-� � � 8�2�9 PG PG PG PG PROPOSED XCEL GAS / o � < / �w �, / ,� y � ' .c�, TRANSFORMER (TYPICAL AT EACH) y - — v aTV Prv— � / � / / � %/� �' FINISHED GRADE = 8126.2 � � B�� ' FlNiSHE�812o�0 B U I LD I N G � , DESIGN ARCHITECT XISTING WALL Pr PTV PROPOSED COMCAST CAN � � / �g � . / �4 / � � � � W ' PE-PQW—PE-PQW PROPOSED ELECTRIC & QWEST � / �4 � � � v �' y ;��/� � +e�,� W � / � G � � / � « ` ' � � - ---J �-- PROPOSED CULVERT � � 4 � / � � .a �, � FINISHED FLOOR i __� �__--- - / / � � � ''� si o�' ____--- � O / I � '/ �, L_ - -=- Q - - PROPOSED TOV UTILITY TRENCH � � �� </ �,'� � ' � '�I \ o i � , / / �a � � /� � y , � ,�v ABANDONMENT OF THE EXISTING j a � �L_----� ° �} PROPOSED 2 coNTOUR � � / � c� �,� c� PRIMARY ELECTRIC TO BE 1 \ w ' ___� v O - EXIST1NG � / 4 � �° / � � �� � I � < �� COORDINAIED WITH HOLY CROSS rw �o PROPOSED 10' CONTOUR / `, a/ � r , / � � a�8» > ���� � TRANSFORMER Denver, Colorado ��95 3� PROPOSED SPOT ELEV. AND GRADE / J G� / � � G`� / y� �/� ENERGY � 2+ �� � nv-e�za.s "� �� � w � � � �- + N' G� �� ,� � 'i�v �f�� / ^�"�✓� �� v� O , . k �7165 - , +5 I PROPOSED EDGE OF ASPHALT / �/ � � 's� � � �l � � d �� $ w 8»s3 1" � � � ❑� ❑� P OP N A / 6 '� '� r 6 � I� T ARCHITECT OF RECORD R OSED I LET �Q G / Q � // �� y /� 81 � � .yp, �� �� GLOVER SMITH BODE,INC / \ � � �''� � / / ' �'� � / � � / EXISTING (3) Sp at �2� 4� :' � �AT ����� � �:� °i��� OKI.AHOMA CITY,OKi./1HOMA \��'��/ � ^ / PROPO TOV ' �w//� � , �t � '" a ��� � �� � � �AS� LIGH'� LE /� ya�' / y'� � SCHED. 40 CONDUITS FO ��_' ;�;, W���� � 1 ���'� `� � �� �l � .�o / -n,P � �r' � / / L/� � '� RELOCATION OF EXIST1NG • _ � , ��; �a � �.�E�� crv�L ENGIN�ER �� / � � � � � o � / ALPINE ENGINEERING INC Q y �, �/,a6� ' ELECTRIC & PROPOSED E C. / � � , �� C> /� �� ',� �w � a �r � � � a» � ' 1 �ti� F �a»5a���a � EDwAxDS,coLO�Do ��' � � �� o G � � y , a» a».�25T 4,� � ,� - x /�� �/ Q � / � � /'�5/ 4 r � � y�' p R" �°-� __���� � � I,ANDSCAPE ARCHITECT ` �� // / ��,'1' GA/ ,1�$�, � '� e» > a»4 s �_� � e»4 s i ,z S E GROUP / a� �AS � � ` y'�� � � � 0 ���� BURLINGTON,VERMONT /�� f� � R / � ✓� `/ � � � �r � ` // � � 0 / / /��� `� d5� � ` - _ cn 9� � � ��� `/� ��' G�, z r �� � .�1�� REMOVE EXISTING L�� f �-'�� � x STRUCTURAL ENGINEER � � 'i ya �, ` / ■ ABANDONED ELECTRIC & � �� HAYNES WHALEY ASSOCIATES, � / � �, `,,,.,� �,�' �F�� INC o/ � ,`% / ° ; / ,� � TELEPHONE LINES , ��,,. < < _ ,�,�.,`� � ` HOUSTON,TF"XAS ��/ � � , y �v � �, 5 �i, - � ; �� � � � � � � �-_ � � � � / � � /� ��` t4 /�� �/ �v � ,� � x MECHANICALELECTRICAL / � ,c�� yE �„;\ / � / / ° _ _ Q � i �� PLUMBING ENGINEER t 7 E � ,� c� / � C�� ,a .�p , , � / f \ ABS CONSULTANTS INC %, �Q�/ / `���� � �s �/ ��'/� < � ,' �/L / � '��� . - tr / v, DENVER, COLORADO � � � �� / � � f / ��� � � ��� i �/�ONDU � G�:`�� ''�r ,�5 / /.�v� � �' 6 _ - o � / 'x INTERIOR DESIGN �/ � �_�� � 4, ELEV�/1� � �� � � , � O � WILSON&ASSOCIATES ���ss � cf� ''' F` �����` � �`» r�'y � ;�' 'ya�' / � ., .. � � / 1 DAI.I.AS,TX �� � ���. �,�\ s��`' ,�*co � � Gq`� ,U � , / /� • E ISTING (3) 6 & {2) 4 ' '� � / � ,o �� �� � /,`,� � / ,� �, SCHED. 40 CONDUITS FOR �- . , o a LIFg sAFE7y � y ���� / Q / � , �/ ` �- � � ti - ` -}' .}- i x } BCER ENGINEERING INC � �/ �, „ P � � � � RELOCATION OF EXISIING � �� � �� / �� • ELECTRIC & PROPOSED ELEC. � �' � � ARVADA COLORADO � � ���F� STING (3) 4 SCHED. , , � S/ Q � � � � U s � i F� ONDUITS FROM EXISTING ,�E � ,� , � coN�uir� � . - � ���' /'"� VAULT TO PROPOSED � E�v »5 � EXISTING NEW RISER CABINET 0 � � �' � � ���'�`� OSSBOX FOR RELOCATIO � , _ � � A � � Y �'� � � �'� (CROSSBOX) LOCATION. LOWER EXISTING O ` �' � / �` `����� � 0 EXISTING QWEST PHO �' �, `` ,�� �y CONDUITS FROM THE S�UTH AS D _ � , a PROJECT NUMBER 2094100 �� �, � � ■ � � �, ,� �- � �z � a,. �� R E Q U I R E D & R O U T E T O N E W R I S E R F�� G�'$ � � �ti G�'' , w � - / CONDUIT LOCATION. FINISHED GRADE=8116.9 4 MINIMUM BURY FOR ALL SHALLOW . Q ��, �, ,� � unuTr F�� � � � h' � / ELEV=81 � Ul1LIT1ES SHOWN UNLESS SPECIFlC � . . � ISSUE REVISION DATE // r < I � �ji / � \ IT ,s� `�� q INSTALL FROM QWEST RISER CONDUIT ELEVATIONS ARE NOTED _ �j . e �. � � � �' � \ � EVR p � • / � O � �� �' o� �(,b � �' - H '•SU�4 � � � (2) 4" PHONE CONDUIT (TO BLDG) _ � � � �, :� ;n. �., .�^P � " � (1) 4" FIBER OPTIC (TO BLDG) � �� � ` '' ' - c� �� �� F�� � � � / CO DUIT � � F� i� EXISTING � \�'�c �,9 OELE�(=8� . ��, ;�w � � � l „ � G � � pQ� P CONNECT SITE U1ILITIES TO BUILDING / (2) 4 QWEST C6NDU1 'p � a � ' ' '%�J� "' � �,a � � ,�. � I p-��/ CONDUIT UTILITIES- SEE MECHANICAL PLANS FOR , � �/ EXISIING � G G� � O / ��, � � EI.E�/=8115 CONTINUATION WITHIN THE BUILDING ' `` O � � � UM1-35L VAULT '� , � 4 �' ,� ' � � � '�. � o � I �� ��.5 ���--�� z � � o ? � N uisTi os.s COMPLETED SUMMER '07 ' ' "s� � '.�� j f! �' �,� �--��E � \ � c 3 �� � 4 � - f � � / �•� z � / AN� ELE.G r/ \ }� ` � � \ � �a. • � FXISTIN(� CJWFST PHnNF - �,, � �— - �s s t � �� '`�'` A �/ E,>EI'�TING 6 `� � \��c> � E� �6 � CROSS BOX- REMOVE & � � 199 ELE �AS i �, � �, RELOCATE - � � � � - - ;���� ' s N / i (1) 4 QWEST CO " �� ��� _ • ' Lg/ �/ , � ,� �"' ���' INSTALL�(2} 4" CAN CONDUIT --� � �4 _ 20 2 2 is s �' �� ' �� c�v/'� � � � TEL 1 \ ,� �� \ 1 4 VA PHONE d �' 20, ./ � / / � C ) =� AN� CTV�,�.. �v�-- CTV�` TEL���--��L �� CTV\ � Q � '�� _ �" 0 47 20 3 - S � ` � ��+���TIE CONDUIT INTO � °� � \ � VA�dLT TO B - �•� 0 5 � �-2 s - � � � / v�G � FV'i 11 \ � »o° — �� - _� � 5 AN/ CiT //�' � 8� � EXISTING PHONE � 'y �• � � - zo4 2os - �a m � / /�A�i �--' E � PEDESTAL �" � ° ' ' = � ol� �V#� 10/19/07 �A�- i�ISTING s � C � o � � 7 19�EPENDING EXISTING D IT LOG�TIONS .�� 4 6" ELEC CONDUIT , L �, � � _ � ,;� � 84 IN THEM, THE PR PO ED C UITS `��� ,,, ��F "=� Road Surface or Existing Ground . ,� / � ) y E T� � t" ' �� '' , 5- ,_ 18 4-, ,s�OULD BEN LE T TOGE E C & I TTALLE ,IN A _ °-_ -- a- � 015 REVISION#6 os/1o/o� 2 4 ELEC CONDUIT � ��� � � ' � __ ��"' ' _ Backfill with Native Material � �T1E RELOCAIED ELECTRIC LINES CTy � �, � \ 02 + "� ND � f� � JOINT TR C 1NES � ` - _ = Do not use any Rocks greater than 6'� 3 FINISH ROAD GRADE INTO EXISTING SWITCHGEAR \ � s�izow�v 4/26/07 � ELEV= -'""- �� � �� �� �� �.,,�.�_ j , ���. �� ��. ��, �" �' �� REMOVE EXISTING �� �/',,,�"'�,//•�� �''',��/��//� Q4 013 REVISION#4 04/12/07 / Qs EXISTING (3) 4"V � \ � Q � 9"'\� _ `�~ 1�,ELECTRIC VAULT AN ;� - `- �,�';'°'`�, �;\�,�1`;�`� 'j��`%�%�\ � ►-Z `liii%i'r'///r',''//'„//%i'////, / � � � � ,,�ti/�,�!r / �/ �/, z cn BACKFILL WITH APPROVED 009 PERMIT SET 11/17/06 , �\ �-� �, _,�\ �\ � a �� � �� SUITABLE ONSITE MATERIAL � PHONE CONDUIT & �, �� �' �RELOCATE EX N LINES �� �` \ \ W a � y � OR 3 4 SCREENED ROCK. � � � a -� 1 � - ��r`f.� r �i / /� J F�a. ,� 'U � (1) 4 COMCAST � \ � ...� ` � a 1,�OMPLE SU ER 07 �. � _ .- _ _ � ��l``�� f ;�\��\/ �' Fo ,,;'�' � n EXISTING COMCAST & VRDC PHONE PEDESTALS. wv A�' � � n '� 't' � - _ ---�'� (� ` �%i#``��;`/�j i\�//\�//� o ��o ' ,r �� k / H � y c,�'' ; =- - � �./�� /\�\�� �� , , RELOCATE OUT OF SIDEWALK AND INTO 264-TA �` � � � � � � � �� � `� r ;��\�� ��\/�\/� o ��o !� > > ; PROVIDE 2-FOOT OF Y� � p �h "� ; � / �/ �/ �' a�� ''�` ' ' '`� _ 3/4 ROADBASE OR VAULT (SHARED BY VRDC COMMUNICATIONS & 9� � o INSTALL i, � � � ;� �.\�� �,�\��\�� L o �W Z ; '�", `-'"` 3/4" SCREENED ROCK _ � \ _ �, � � /' / / / �,z o n- � `�,�-,�� � COMCAST) RIM ELEV - 8114 (SLOPE RIM TO �, �, (1) 4 QWES��C N UIT y� / � / �/�/ > ,�v� � - oR scREENE� oN-si� MATCH ROAD GRADE x � 9 a I�--�i011rtT TRENC EL � � � i��i'\`` i��%�� �o •�� N ,1 '--' � 1-1/2" MINUS MATERIAL � � ) , � ,� ` � � ( ) �.� , ..� __--- .,:`' � / .`�/ � z�� �G}� ,� � � � COMPLETED SUMMER 07 � \ -a �y _-�"�� � ,\ � �- CTY �� ,\\ '�,�\ � �w Q ;n AS APPROVED BY ENGINEER. ���' � � \ c� � �r\ ;;�' INSTALL FROM E TING � �� � ,��.j �TV %�� j�/j�, 'W �z W ; ��� � , , � Q \ 1;' SPLICE VAULT TO P P �� ''�� ', �" � G�� � ��r'`� �,\�\��� �W =w ° ° `� `� ^ WARNING TAPE 2 x3 TRAFFIC RATED HA E a � z c� '' --_ � �; UMI-35L VAULT ,� � v%��108 23 � Provide Clay Dams �.;�r ,���//��/ �� � _ _ ` North FOR QWEST HAND HOLE \ \� � �� � �. �' ,� � � _ � -- z, „ � CT G��� at 100 intervals �� �\/\f' � J, %-��'`� �� SEE PLANS(7HIS SHEET) „� � �3� 6 ELEC CONDUI � _�'� �/ + 8107.60� 5A �i'' /`��/�� 00 c� � ��= FOR ACTUAL CONDUIT MUST BE LO VER E \ � � r � � � , _-'� CT ��� \�� �\ \I �'W 3 `� ����_��� � __ '�� _-v'� � (1) 4 ELEC CONDUIT � \/ � ��` NUMBERS AND SIZES COV = 8112.5 � �av, ��' r� ! � ``, �'<< _�\"�- �TV I' .r r`�'� �\� � .� i ..� -s%%���',.r�•,��� v�i `' ` � ��I.;� :��,�� � (2)4�ONDUIT 0 20' 40' � � 0 9 � COMPLETEb�SUMMER ' Q , , ��-�� �T�/ � �- ��� \// �� � f`�/;�./� � ,. 4' MINIMUM BURY FOR ALL SHALLOW `L \ `" ` �� � ` % / / �\``�' r'/ /�/ ���j�-�,�'\ � CAN PHONE & F.O. „ � � � � � UTILITIES SHOWN UNLESS SPECIFlC � � , �� � ��� CTV � SAN � � / SEE PLANS FOR ,/!�i�����/�//� ? (2) 4" CONDUIT 6" MIN SEPARATION BETWEEN Scale: 1 = ZO CONDUIT ELEVATIONS ARE NOTED \ , � t"\ \ , � �;, ',_ �--'�'`��U � S�I�� �' � �� CONDUIT SIZES AND #'S ���� ���� ���`k,�,.l�`�f/ ELEC. & CAN/PHONE CONDUITS EXIST1NG POUNDS � I �n ,� � _ �� � .`=" CT� SAN� � � .,�' . �:��� f,,��/.,�'�, No�: , � � SW UIT / AS i � ,,\ /-- -'�� r'' . \ \ PROVIDE CLAY CHECK DAMS � 100 MEDIUM GAS LINE \ �'.��- � -=" � ,r/ � � NI i �i � /f r .-'I,-- .!/_ ' /i//i� --� �!_' H \ CUT FO USE � � �; � TV SA / � /�� � - INTERVALS IN AREAS OF HIGH GROUND WATER � r\ � ,, " , � �+�/S AN � �A��/ ��/ � '��,`�� � �i�`_ ���'���/',% p ' '� ' '' ! '``�`'� TYPICAL JOINT TRENCH 1 ( � �Vl �✓ \\ c�a 1` `i�'�� ♦ ���" I/ G� ��/ // � �`\,�'%\y/�,:��;-/� j`f•,� ,`,/��\,f�/�,��/ � � �,,�� � ,�� � G� ,, �, ��j�_�;�_�# �,;,;,� y , ;, SHALLOW M AI N LI N E SECTI ON � � �' � � � � ,� f ���� . �� � ��� �� �y `�� ,`.��,�r � � -- ,� � ` � � � �� � \ CT ---- �T� S� � / G� � �� � SEE THIS SHEET FOR CONDUIT SIZES AND #'S __ _� � � �� � � , � � � �. � ., � ,�,,,.� x�- �� � , � � � � � � �� / / � .,��- , ..� - . �. � - . , �.._ .- �.� �,,��� � _ l � ,�� � � � � �� '� / �- ` � y,� �- �' ' ', �� ' � , �-- �% � / � /��, � � �� / � � �'� ��1 � � � � � � ,- � � , ,' - . ; �� . �' �� -' �� ���..��� I � � - , � �, �,. � � ��' � . _ � �� � � � � 1' � I,,.' 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'•�i_// / , x5, �'��'yfaM16D�w1�'Le "�M1 ' I / , / . � i < \ \ � / ( � � � / ' � � .., _ - �' r O � :r� i,r4� ��'� M... � �J� � i � �� . ,� / �s.�:�;��� _./ � � . ; w,, � � � � � � , / S / � � �� , . , � ; N ��-`�� i � !� �� / � / , � , �. �I' , �. � .� / , . , � . , i � �- Z � � / _ , , �� , _ - \ / � _._. � � � � � � �- .� � , , � , � � � �- / � / � �f / �� ' , , ' � , , , -~n��_1 � � ~ `� � DqSI'ING NL�T �-- �/ _..� / � / �• /�,� � . � ,i/ � �/` � � � / � `-� `` 0 � /-.- �� - - , `4 \ .� ` ---�. _ RIM 81 a 5\ � � /�� s . � �� / _ \ � 1 '` ~ ` ` INV. OUT 124. ` J � � � / ,i� � - � � / j � � � �,\ � l / � , - - ,.� �--- .,�_ -- .`_ � � / �,- � � � �! - - �' _ , - . �� �, ���. / CONCRETE r � / � � / /. - _ " � � ` � - ��y�.y+ �\ 1 "'`- ---._ ~ "' � 1-^ � '� I � �I ���� , " , � _ � � ` . % . '���,�'�- � DRIVE � \ � , / / / � � , �, ` � - ' :. . _ ' - � .. - � , �.`;,, ,� � \ � F � yi, ` � � _.+._ `-� 1 �'- _.� `` �"� .`_ --r� � � � � _�� .�f�' _ ` �/ r -\ \r �/ � _. / \ WV � —� / � ,I � j `.- r ;/ �\ 6 d � '"� � � / / / / _ � . ' ,. - . .�„� � -� _� � — � � � �'' . � � `' ,� =�1��'j� / � �� �- � j:, � , , � _- , � , _ _ , , ",,- ~� - - --'� �-- �.. ��(IS11NG INLET , . _ �.''� , �P� ��i' � � - � r- � / �� ' � / � _ _ ' � ` � , - °���. � �- - -�' r` �����_''RIM = 8128.7 - , - � _ / .4c�,�, �i � / ��������� � ��� � � �] \ / � _1 / �` ` � - . - , , - "; , ; `..� ____ _f' � �--�� � INV. IN (N) = '8123.2 , „ /� �P,�P����/ ��fl���'°�'�'°s,c���� �' � �-__ --�-� - -" 1� \ / � ., � � _ _ , _ - , '"----.--= _�_------- ---" ��� INV. IN (111� � � F�� ,,,� �_����+*� � �"�1 � /`� ,. . . _ , , V , ��. INV.�OUT� 12 ..=F,`` �.i / �� \ � � � � � / , . _ _ � .. INSPECT AND MAINTAI , , , , \ I � / I , � � � ' WV�� '� ( G CU LVERTS A�Y U ' _ ��:�� � � S ��.� ,��✓l ���� PLANTER Q � /� � � r � � � � �y l _�,� �"'�. �-'`"r ._„� ` (�- _ ',,�- � ._. --'_-,'��-- � � ��� '', �� ��� � � \ / �� ! P��# , , �' � -..�- � DRAINAGE RPI���A-I�l�l�l.�ES � — --- , � � � ,�- �, �%�" �� I"� � / ��t , ,� -��,,, , -- , � � ��,;�`��, i � � � '-` , =_---_.,. D4 �; -- ,� � / r � �___, -� __ , � � , ��.>- \ / < / � _-�=1��t==�' �' � `� � -� ' � �_—=�_� \, �� L o � �,; •,� � _ �. t , ._.__.__ �� _=T� ---•. .- � � / � --- --� wv�' �kr�,; - �{ � � ,R ` / _.,_ � � __�__._._-- �ST = � °-- '�-- � � INSTALL A AIN SILT SACK � � ---___ '���„�'� ����:.�r � � — —'-- - � \ -��- '� � __ OR APPROVED EQUAL IN INLET � � — — — -I�_, � � � E � \ I � �. ...� �— ' � � � \ / � � � -.!��.���'�°� � i ,� 00 �� � � ~ - / �- -` `"` _ °�`� SEE DETAILS ON SHEET C011 V O � � , <<�E�����,i�. � I_ , ____ � _ -�� � � C ) � f�1 � t —�--� .a i � � / / \ I l 7 � � �l,�1��,' � D ~ / --_ _ � 8'3_ � - � �_-� - ` ` -81 8- ASPHALT DRIVE N V O � \ INV. T=�$17 I � � -� � � ° / —� � � � � �=1lg. ��II / � s,za ^ � ! �I,�=_-i G-w � EXISIING INLET L ►-a . � � RIM 8128.9 1 ' / � � � � � � � r w ,�f�,_#�I i 6�w,�,i � � � � � � � ` � \ iNV iN (v� _ $»s.� (�s' RcP) F�i �T� � / � / \ � / / " J c�`�,'-?,�I�3,;,�� / /� / / � � DpST1NG STORM ` � , I �__ INV. IN (E) = 8119.9 (12'PVC) /\/ I� ►y v / J ,;��`��)`� � / � // \ \ MANHOLE , --� INV. OUT = 8119.4 (18' RCP) Fi■I � � / � \ / � �, _.�rv��;-�� / /� i / l � J � � r / A __--- � � � � \ � / / '�I E �T / ` / � � j' \ � � �l ROCK M�I / / -i;�---��� i / // - � �. ., (J.� / � � � � � l i�"--��I�.l� J � � �� "� � � � � ,�� �� \ __ � J� WALL r^ / / \ /� I I �f�_t� _ .....�. g,2s � ��( V/ L J �i�_-�{�F / � \ / / I /,y �i��,, / �` 812�� �� � � / / � y�};-` ,��_ �/ � f/ \ ` � / . �;;__ ,=-=- / � / � 1 I � I--+ � � �- � � � '� / '�=`..�;_`��' / '� � ,, / "`' � ,�. \ 'i , / ,� \ � _�-1 I�,��I� � � � � � / � I �j� l / I / / ��f Y �'�� / , / 1 �! � / M ` �. Z�� I \ GM � {,�.�f�t�k�k,��i� � ,, �� . o - _ _ _ _ - / � � I I/ � / �E,�,,��;,.� , � �^ / I ':� 8,24"� �;� \ � - --- o � � � r � /t ���a��E���: , I / i w � ,�o /l \ �}�p �f�}��I� ! / Y�/ � �� �y 1 / �jy�,��,,P\ / // / � � ,/ /�`�S#��r{�- / / /, M /� O �� , / �� / � I // / _��{��-l 3'-�`'� ' � � / / __ � �v '..- �, ` `' ' I ���, w � FJ� / � / / / � __��i' �� / � � / � E/ �'� ` �� ��: �y .;� OWNER/DEVELOPER • T^"K `-���,'�°�` / 8, '� �\ �' �� ��'-��'�- MAINTAIN STORM VAIL RESORTS . / � �/ / / =�-_,`�� / � � �s � v�' � o $'"� �' CONTRACTOR IS RESPONSIBLE �•,. � , ��3 812� � . � / � 4���-,�- f � i � Iw � �� SEWER OUTFALL TO � . -k --� �-. #' � �a � FOR INSPECTING AND \` � � ' � DEVELOPMENT � � / � � / � =����,-r; / � � �� � --= J ', �' -� PASS OFF-SITE C MPA Y . / / � � / s��, � ._-�- --'" MAINTAINING EROSION AND � 21 �� '� WONKRETE O N / � �/ / � �!�;,-J��'_I � / / / � ' , �-,. �- _ � u�. � `� - � STORM RUNOFF I / = � / � � AVON COLORADO / tk / � 3� , L � - SEDIMENT CONTROL DEVICES � � � r��_-�� / f � � - . � � � - / / THROUGH SITE AS _ - t�- �� .--- / - — — _ � /-- --� � i � ,L '" � ,_�_-�;"'=; / � � . , -'' INSTALL AND MAINTAIN STABILIZED �8120 �=� � � i " ` �- _.._. � � � - — ) f / / ��-,�'' ;--' I / �� ''' � � � CONSTRUCTION ENTRANCES DURING �� NECESSARY. / / /- �� _ �� � 22 / / ,�, , � � ` / a�� � _ DESIGN ARCHITECT � � � / � � � �� � -„� =- � � � ` � = / CONSTRUCTION. LOCA�TIONS MAY � `� \ � i� � -'� �° � / � � CHANGE DURING DIFFERENT PHASES � �1 � � / �i� / -_-� - ;.- i � � ` ��� - - �_� � - 2 0 � r /IN AL D �I TAIN �� r/ � OF CONSTRUCTION SEE DETAIL C011. $„8 \\ ' � � / �-� � � EXISTING TYPE D INLET � / / ; � � / i D LO AT' �A � � /��= - � RIM = 8114.s �_- � \� � � /I N L AN D A�- D N S A�� / � ��w� / � � - �NV. �N ,2'PVC(E) = 8,os.s3 \ �� � � � i� ' �� � ��' � � CONTRACTOR SHALL COMPLY .-%�- �2°� �NV �N ,2,PVC�w� - s,os.� Denver, Colorado r' / �I� RE C STR D. � �� , NO SILT LADEN WATER SHALI.� „ �NV IN 18 RCP(N) = s,o4.a.� � ��,_ � _, , \ � � � � , � i ! BE ALLOWED TO FLOW FRQI� WITH THE TERMS AND �, �� _____ ��__ , _, � INV. OUT (S) = 8092.86 i i _� � � ' / --- -- � � _ \ �� � � � ) � / =�;�-,a�_'��� '� � � %� � THE SITE. THE CON �TOR \ � CONDITIONS OF THE CDPHE �� *, ", � , _; ' -� `�--- O-' � ,� -/ I � / � � r� '� L--------- L � G OVER SMITOH BO E I�NC /�' i� � � ./' � � � STORMWATER PERMIT � \ � � � �/ �``�t »'=y�' � � � SHALL BE RESP a �.�IBLE FOR .� , � � 8120 � � _ , , � �,�.- i � OKI.AHOMA CITY,OKLAHOMA i � / � � � -���1�;-�=��� / / � o � �.�' --J � FOR ALL DA �ES INCURRED �� ��8 � _� �__- - �� �� . / _ _ _ � " � �.. \ / � � / � �^� , � �� �� ' � � �� Z � " � CIVIL ENGINEER � ��\ �� i � / / €}=- ��-1 / � �a� � C,.�,U��D�BY SILT LADEN WATER � � ��� ��� � � � =; =���--a � � / \ � '�� "��' e»e ALPINE ENGINEERING,INC / ��;�� ;,,\ � / / / �{��,�f t- ��' �' � d � LEAVI N G TH E SI TE � � � ��• � � � �� r '�r EDWARDS,coLO�o // � /�� ',W � �a �_._,__ �_ _�--- 4,`;, �s �' � .� C� A �' / � �,;r-4`" '�``S`�� ��, � � / / / �-_-'�; -�i� 1� p ��0 1 `• --�- '� ��� � -'� � � �'��-� `° / � , � � �s v-�� �°'`� LANDSCAPE ARCHITECT � � '� � � �.�'' �t:��� /i�.�-�i � o o �,� O O DQSTING �IANHOLE RIM = 8115.0 �� `--�'' — �.--8116-- ''�-, ��„ �.�-:_ � / � i � ,_ » ���,� � � -� ' S E GROUP / \ \ ��, � � / <:�� // /� � /_�G'I�,'_`,- � / i INV. IN (N) = 8109.64 (18 RCP) �� � � \ � � /f,-: BURLINGTON,VERMONT / / I �� � � � �;t,wrv- ,� ,,/� t � INV. IN (N) = 8111.2 (12� PVC) \4 �.� � � �� � i f .� , � ./� � �� /� - t� / � INV. IN (111� = 8111.7 (12 CMP) ,# , �� = EXISIING i /.-�,> ��; � � ;`� ,r� � / ��� �� �a � ���� IN ' STRUCTURAL ENGINEER '° "` ° ° ° ° INV. IN 8105.9 12' PVC-SAND OIL �a � �' �- � �_�_-__�� / / " ¢� � t� — c / ) s _ � =� .. �� �� �` � /// _,I;=';` / ,�'� INV. IN (S) = 8108.45 (6' P�lC-D(. SUBDRAIN) � �F� I � / HAYNES WHALEY ASSOCIATES, �, /� ��� � /�/ / �!y;`�s� / � - Q � INV. OUT (E) = 8105.70 (18' RCP) "sT��q'Snj� 1� � � ;.', �`: ` -'� INC — ---�, � � � '� I // I����/ � / � v� � I , ��C �8~R� � /- . / � :' A HOUSTON,TEXAS _-- — � ` � � � / /�l�- / � / / /�� / � �~� � �y� � � ,` -Jr � / � �� �� /� � ;'=/ � �/ / � �^ � � � I N STALL AN D M AI N TAI N �, . � � ,-� ---�.- ,�:�' �_. MECxANrc�.ELECr�c�. � / /�`� ��,,- � � �"j � i �� ° / q SILT SACK OR APPR�VED � .-� � �;';,'� f� � ° �" � ' j ` -�� , PLUMBINGENGINEER �� � / t_ / ' / � ` � �`"� �' ABS CONSULTANTS INC � � � � / -�';F � �f r � � � � EQU AL I N I N LETS SEE � _.- � � , % , ,, � I� �1 t ���� - � � DENVER,coLO�o � � �' � �i _'�/ ��/' i� i / � 0� - ��` � � � _, �-�- � , / =�� �`"� � � / � DETAILS ON SHEET C011 ) 1 ," '"' y �F � ,� � �r / _ � / , , � ;, ��,,,`�j' �'_!_ INTERIOR DESIGN � � / , � � / � ` � � , � ��'� �// / / / ` � -- �I�,'11��''�` �� J ~`''�'r�,_r v,,�.=t -�-TT DAI.LAS TX �� � ���`�\,� �;`;f~fi.`<T t�= _� c � , I WILSON&ASSOCIATES f \ . � z r � ( � � � , �/ / /! / � �/ �/ ( ' ,� � r>��� � �r \ � c�a � � / ,�,!� . y�, L �f '�_f, � � � � � �/ /� // //�" � t / ° � , � Q � � ,, ;r; > f<;�'-�="'` �- \ - ' � BCER ENGINEERING INC � � � . , �t ,. µ,,�;,.-v -�L LIFE SAFETY r � �.�..�_..� � �� � \ � � � I � l --1 � � _�_. �,, ���y-� � �� 1���� � ��' � F / � ,�.// � � y, � / / � I _ ��'`�� .4 .-JS �yC`' �'p fj \ �� J-^r _ � ARVADA COLORADO / �� � / � �' �� � i � r'> �: y , ��J> � �. \ '- ��>>� / ; �// / ti`---- � /,�y / � � � --�``-: ���'' ,�, � �'� �t L •<i �.�,, / / � � y ' �� i. �� / �,�✓�`.�� � %d�`�--^'�''/-Y"'. �r� �� \ Q ��� /� � // / J O�/ / `�<,� � zy� '%`�,� u- � / \ � PROJECT NUMBER 20941 00 / � � ,� � � _- � Q f � � � f ��r r`�'':� �z•`y-''='' �, � b �A ����� // � �/ � / _- /� / / O Q \ \ �,�' ���,�,`f�s �, �����"y'"��"� � _�� r�, \ � �� � _ 1 � ,� -,1.,�r, ,,>�,��, •�� ,� {-� �-;;yl��;�y..�-`/ � �_ ISSUE REVISION DATB ti �:�'i INSTALL ANI� ��i QQ ,� /� � � / � / � I y t�� , � � �, �, i �� ���� � MAINTAIN � , � / � / f o � y ,�r f r.a`� f d� / ct`/ � 1 � D Y �� �� � �` r �`r;r�� ' �' � �� / _� !/ - / _ - Q ✓ FIq7�J � 4f� � ' I ��� � O . � �,� i ��(Ay SEDIMENT LOGS l / _ � � ��� � � ���f i f��'��� '�� ,-�-,� � � � �� OR WATTLES � /,�. � o � / � ��.f>�Ky „ �% / / ,'`✓ ry'�r`:f �� _y T? -__ES �._. I //Y � I VII K �`�� 82" 84,• Road Surface or Existing Ground ,;, Road Surface or Existing Ground Backfill with Native Material � ���€;_�� ��° �"y�.';� Do not use any Rocks greater than 6 �°>2k�F,,��4��� � ;'s,a . ,�,.,>.,, ( Backfdl with Natrve Material , � , 84� 84„ 6 �� �v�� � §� ��;,, �� _ . �k, . 264-MTA �,� � � H� ..� Do not use any Rocks greater than 6° �j�� �,���/�` CODE No 0206715 p , � �� �1; r COVER WITH 15 10 �`# � � / � � U S WEST STANDARD �� �, ;�� �� /\ �i'!�� ADJUSTABLE FRAME PUBLIC SERVICE COMPANY RAp�US � �� ���f�� �����i���� �/� � � �� � f �� f,, � � f \ � //� No. 7403240 PTl COMMUNICATIONS r�} � �`�`��.�`���; �--%ti�.�'�`�,�'�.�`'��.\�' � �� /// /� 340 Ibs. i� _ �`'�� '' �r�.����F� ;'���r�`�,l'�.� � ����`,���f ,�`\,/� �j'\ > GALVANIZED COVER 00 �' �°��'�` °�f� �°�", �'. � ;��.. , � �„` 00 � ��, �,�:�-�'' � �`'� s�m '�.. i�i%�/' /�;'�``�,/` /'� � / � � � �, '� � -`'�"' ,�'�,;�/��r; f �.���/f �,�\/' \\�� GALVANIZED FRAME ��`�,`r\�`�.`� ,���,.\� `. / �. � \ � E 1 6 t �� °_ '�\/�`\� ��/'j�.���,\ �j�/ f�/\ � STEEL TREAD PLATE O I � / / \�� �� '_ � o � � o 0 � ��,,��; ti ;����,�,�,� L \/ �,� � 2 ;��i/r�� ,�/�;��/�� �, � /, ,� - e ea��°eo e O t��;_/ / �f! �� > %�� ��� 1� o�e °°e �° j\f\ t � i\� "�� O ��—�� ��2�� X J�—��„ � �a°�°�°°�e r,;� r f�/ ' � ' j` ' j ''^o°^e a°e, PAD CENTERED ON VAULT r. _ �'� i �f,�� l / ��--�-'-"---�--�� /�� CLEAR OPENING ��°�aaaeo,oeevo '�'/ -J %�i/��/ � ����� ��'� �oe.°o�o>oo ve:e 9 '��� I /,����/,\ � 'J�,� �,�,/ DOOR OPENS ,e a o o�.,e o,e e ' 3 VAULT CENTERED ON BASE �;,� %\\��,1// •� ,��/f _/ / 180 DEGS. e�oo�o°°^�°°°:°e� - Provide Clay Dams ��/ J 1 l`�;�'�/f' � `\`\ ��/ ' a e 0 e��°e o°a p o � ��2� p dt ���� intervals �/ + � I�'�,�..�,�r�� t `�f �/ � °°e e°i �°e"a � %''�`y` ��\� rs;,w�` ci`� `� �\� � ff"/�`�� 00 \/J�f �� aee°o��°e° /�jl�l �i//, � '-- `_c 1-1 � i � �`�� `t' \� � 0 e�/ � �t k�,, \f^�ry, \ ,i��'Y-F-., _ _ /�fj�� `�` f �`�\ ��i u � i � ,. °e°°� �ca�\ �j�`l�/\��� � Z �'�1 .\\� ;-s.P�.r-'��.-_ ,/��,,'�'�,�\\�� � �---- / , � PAD PLACED ON VAULT AS SHOWN TRANSFORMER ON PAD ���,.\, l�j � ._r�i f�J.� . /� /�/ `,�`"'\� � � '� Select Fdl ) ��� / O � (4 P4000 UNISTRUT � /\ •�� // -i�i��� ,�\,'�\/� \ ---``--�;�� \�" �/�/ 7 = \� �.-,��--s/�___ � �� ``., � �' , , , Read Pipe Bedding 2 EA SIDE 56° �,�\� � �. SEE PLANS FOR � f :- � /' / ��'�`'�/' / 4/ / . /�'� // / . �i\ � � , �f�;f!/r���� ���F� /� f, � � \ Section (Typical) No 8350015 CONDUIT SIZES AND #S ��,,�°-=.�-"� �i�r�`%`���' �" ���'\�`�f;��.,�;�,`��% � ���.�� � , `° ';�\//��\�� 4 N �I .' .-�� ,� f / r . / � �'�-`-��//` . ��\f�\ Trenching and gas line 4'-1 1/2" ��r��� , 48" \�//�//, ,�, -'�/�-' � � , � ..-- � .- �.,,. i `�--�� / �i\ /� _`��...- �-''� / / 16" Minimum installation by Xcel Engery. OVERALL 4 ��� 3 \yt,� � . j�`�`i •� i '���`� �� ; - `��� 1'',, '%/� 5 � �'\`f ��- i�f i���,'��`��/ .. � 5�1=- no �� 4" /���/ , L � �\��/� N � ��`�;;�,-��,�%;� ;���� .�'��`�'i``% G A S TR E N C H z�-6� � �,�!� � 9 a �,;;�;. '��.��'��`����t i`�ti` �\ ���.�. _ 3,800 ibs �1�,���.- \^� ��,�\., � , �, �', �� �/�/� ,�=� � ,�/�,r� � � O �,fi �,,/`f,/,, Scale: 1" - 1'-0° �1°�°-'�1 ;%�` �/, _ in [� , !� � SEE PLANS FOR � 1Y���i'���"r = `�j.�r / 10 c� ' CONDUIT SIZES AND #S � 4�-�� '��� � � \��`� � � 3" Min. Separation r� � � _ 16" Minimum 3, FINISH ROAD GRADE D ' 4n �1,�ly t�1��s�� �j�• � � U �1��-11�`�` �� ����';i , �. �2 '��l�/�,:/���.���\������/ � � � VAULT CENTERED ON BASE � sQ ,�,'';`�.�,%.,�if,/i 2 p SECTION � �"� � � W � PRIMARY ELECTRIC TRENCH ,,,,�,;�,,;.�,,;,,,,,���,,,�r gACKFILL WITH APPROVED � o SPLICE VAULT UMI- 35L FEEDER Approx. Scale 1° = 1'-0" �� ��t� �,r �� ,r ,-_ • �-y�,_F� SUITABLE ONSITE MATERIAL Q� �,,X ,� OR 3/4" SCREENED ROCK. O TH E H A S E T A N R M E A , A S CX. V SCALE: 1" = 3�-0'� ,�,y 4" DIA TERM-A-DUCTS � �� �� � ' 4 EA/ SIDE ,�150 K VA 8c SM ALLER U M I-13S NOTES 8 GRADE RISER. (� �,� � ,, . � � PROVIDE 2-FOOT OF 8 REG2'D '-�" „ , „ 1. BACKFILL SHALL BE WELL COMPACTED 9. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS x � �, � � � 3/4" ROADBASE OR NOTES Scale: 1 = 3-0 AS REQUIRED. SHALL BE GROUTED IN PLACE, SHALL BE SPACED AT LEAST � ������ 3/4° SCREENED ROCK 2. SOIL UNDER BASE SHALL BE UNDISTURBED OR LEAST 1" FROM ADJACENT CONDUITS. AND SHALL BE � ' `��� OR SCREENED ON-SITE 2 6 4—TA— C 0 M M U N I C A TI 0 N S VA U LT 1• NPICAL TRANSFORMER OUTLINE 9. CONDUIT ENDS SHALL BE SEALED WELL COMPACTED. CUT OFF 2° - 4" FROM THE INSIDE OF THE VAULT FACE N �-���'-'����r � 1-1/2° MINUS MATERIAL 2. BACK EDGE OF TRANSFORMER OPENING (WITH OR WITHOUT CABLE) 3. WET SAND SHALL BE COMPACTED AROUND 10 GROUND ROD �`-'�!l� AS APPROVED BY ENGINEER 3. 3/4° HOLE TOTAL OF FOUR 10. FOUR KNOCKOUTS 16" X 16° � ,-�= �__ � - 7� r_ GRADE RISERS ���!`���'��`c� (REPLACES UM-467—TA) 4. LIFTING HOLES 11. FOR CONSUMERS INSTALLING SECONDARIES. CABLE TAIL 4_ ALL PIECES (EXCEPT FOR PAD) SHALL BE JOINED APPROX. WEIGHT H.C. MAT'L * -�r��° ° �WARNING TAPE 5. BACKFILL TO BE COMPACTED TO SHALL BE 60° LONG MEASURED FROM TOP OF PAD WITH A TAR TYPE SEALANT. �,_.��L L, 95� STANDARD PROCTOR 12. BOND #2 COPPER INTO GROUND SYSTEM WITH 5. SIX KNOCKOUTS 8° X 14" IN EACH PAD = 4200 LBS 40420 '�`f �� � SEE PLANS FOR ACTUAL 6. SOIL UNDER BASE TO BE UNDISTURBED OR ROD AND NEUTRAL VAULT SECTION. , -�,,�� ,-�, ` ' �-,� -•� �� CONDUIT NUMBERS AND SIZES COMPACTED TO 95� STANDARD PROCTOR 6 LIFIING HOLES IN PAD AND BASE. 2 VAULT SECTION = 3000 LBS 40800 ��'7,�_ ��_ _C���_ _� 7 SECONDARY CONDUIT PER NEC. MAX OF DESCRIPTION APPROX. WEIGHT H.C. MAT'L # 7 LIFIING HANDLES, (4) PER VAULT SECTION. (MINIMUM OF 3 SECl10NS) OWNER/DEVELOPER ELECTRIC (9) 4" CONDUITS LOCAl10NS TO BE (2) 4" CONDUIT SPECIFIED BY H.0 E A PAD = 3400 LBS 40500 BASE = 3600 LBS 40200 CATV/PHONE & F.0 8. CONDUIT OPENINGS IN VAULT SHALL BE VAULT = 3500 LBS 40700 VAIL RESORTS (2) 4" CONDUIT M GROUTED WITH NON-SHRINK 6ROUT 6 MIN. SEPARATION BETWEEN ELEC. & CAN/PHONE CONDUITS FINAL GRADE CONTRACTOR TO VERIFY EXISl1NG BASE = 1100 LBS 40150 DEVELOPMENT N01� ELEVATION OF CULVERT AND LOWER PROVIDE CLAY CHECK DAMS C�9 100� CONDUIT AS NECESSARY TO ACHIEVE COMPANY INTERVALS IN AREAS OF HIGH GROUND WATER. CLEARANCE FROM TOP OF CONDUIT TO g'_4° AVON COLORADO �� `\// �/�j\fl�,��, �, BOTTOM OF EXISTING CULVERT. ' „ � TYPICAL JOINT TRENCH ;������ � �/�� �,��� � �'����,� ����� �- � t � $� 5-0 ,;,� �, ;,,� �.,�,`�,�,���;��,�.��.�� i ,'//f\ ;,�,%�/ � /i'�/ i � �` ; r \% \,%'/\ ; , � �/2" � � � ' / � � ;'� � �/`�'`, / ��/ �''' / ���4�) 5 1/2° O.0 M AI N LI N E SECTI ON '� .,�� ,, . ,/..,�'� ,%��/ �'� ! !� ,=�..� ���� „�� � ,� � Flush W�th ��� � � ��� � � ,. � , � � �`� � , . � ; . , �.� , .,��. . �•.�` ,�.,��i�.\ r� \;��,'\i'`,.�,j\ �.�' �/�,, , �. � •,�,''�, , � \ \ �., ``� face TYPE 2 1" LEG ���4 � DESIGN ARCHITECT n . ,� � /�Z,� / f / `�„ � i , / � i / \�,�� �/�` ;f \. /\/:� i�/ \i / Scale 1 = 2-0 /�!�/.��,/`'/` EXISl1NG CULVERT ��'\ �,/,/�/�/��,%,���`•.,•'��: �r\ \'��,�,j��,.,/`��'',�� �� Thread 3 1/2° 4" or 6" downspout �, ,�,, �. �f i�`f�. ,�`/ ti;'��� �',�l �•,` ',��,; � � � 4.� Qy P,�o�I Q QIa 24"and COVERRWG circular pipe �� � �,` '� �'r'�� , '� `� �'`� ' � oo � O ' `�;, �\\� � ,�'`��, �..\` �.`;�� �� � '� f� , p '°�Q a O 18" Lon ,� ,, � . �, � � 8 [ 8.5 °�'°- 4" section of 4"or 6" pvc with pvc plug (flat •`=` ��' '%`', ,�' ' \�%`, '•`',``f� � tO ?� 2�' 9 - NO 4 BAR Finished grade top) installed with 3°f hole cut and calked. � c° Install 1" below finished grade in landscape 24" M�N 1 1/2" Pipe Spacer M areos and cover with topsod � and 1 1/4" Lock Nut Denver, Colorado U a.�.�,.�_'t`�_ ..e , w. �— _a s....,._ �!' ��� . _ - O PVC Plug, below grade m `�`��` " � ` " " �, „ ARCHITECT OF RECORD landscape areas, flush in J PROPOSED SHALLOW = _ � 1 1/4" Dia. x 24 � Back of Curb hardscape areas _ _; UTILITY CONDUITS � GLOVER SMITH BODE,INC �� _ � � Galv. Steel Rod OKLAHOMA CITY,OKLAHOMA 2'-6" O.0 2"x3" rectangular ° � o downspout C U L VE R T C R 0 S S I N G 0 VE R C 0 N D U I T W 1/4" , �` - 4 e � �` _° . � ; Flowl ine CIVIL ENGINEER 6"x4" reducer .. . � ' � - n ' � . ° OR Scale 1 = 2-0 � '. • • a , • � . . 6"x6" connection , a�' . One 1 1/4 Dia. q ALPINE ENGINEERING,INC 4° 3"x3"x3/8" Plate '` � ROD in 5' INLET , 4� p � EDWARDS,COLORADO � •- - . . , + ' . . , ' • $ry LANDSCAPE ARCHITECT - �. ,,, -__ _ ,-�.�y���.;-:: - wa,�R uNE RFI-0060 CURB FACE DET ' - . '� ' ' '- �. "- ' „ ; � �`�\',- �-:,.�: � � Place entire assembly before pounng concrete Install 1 below finished grade m ��' � ai:��i�`;�! ' • . BURI.INGTON,VERMONT landscape areas and cover with �`��;�;� • _ . N „ ' „ , � „ S E GROUP 6" PVC topsod Install flush with finished * ` ' A A - N 3-0 18" 30" 3-0 A 2 DIAM. TEMPORARY HOLE g P TYPE 16 VALLEY - - °° � ' Gutter Transition rade in hardsca e areas. I . �� FOR DRAINAGE SHALL BE PLACED To Sta. Gutter Transition o a STRUCTURAL ENGINEER 6" PVC FRAME AND GRATE �� � � T � AT SUBGRADE ELEVATION OR A Point Inlet Pay Length - � 2 3/4" o HAYNES WHALEY ASSOCIATES, L� iv i� MINIMUM 3 INCHES BELOW ROAD When a Type-R inlet is used with Mountable Curb INC Notes � BASE. 7HE HOLE SHALL BE PLUGGED PLAN � and Gutter, 5' transition shall be required HOUSTON,TEXAS 1 Verify downspout size with Architect ^ � , • . � a a WITH CONCRETE BEFORE ACCEPTANCE Transition shail be payed as Curb and Gutter. OF THE INLET 2% (2)#6 HOOP 30° Diam a° ° � with 12° Lap MECHANICAL ELECTRICAL SCALE. NTS 6" TYP. 3'-0° See CURB FACE DETAIL , . ' °: < •.,'' . PLUMBINGENGINEER ROOF DOWNSPOUT CONNECTION RISER JOINT DETAIL � � � o � � �- ' ' ABSCONSULTANTSINC 4'-0° � °a a ; DENVER,COLORADO LIFIING INSERTS ��_6� PLAN VIEW SANITARY SEWER LINE a, o #4� 11° O.C. a � X INTERIOR DESIGN (2)PER SEC710N � N0. 5 � 5 1/2" 0 C. #4C�D 11 O.C. ENCASE JOINTS IN CONCRETE ' � " WILSON&ASSOCIATES � , a . _ • • F Scale: NONE - DALLAS,TX �� SEE JOINT /, ° � � � ' a • ° � 4 � � ° 4 � o `n , a d �� DETAIL , �J IF WATERLINE IS 18' OR LESS ABOVE SEWER OR • �� BCER ENGINEERING INC 4 � �J� , w IF WATER LINE IS BELOW THE SEWER LINE, INSTALL �� = LIFE SAFET'Y , ° � ^ �� � N �� CONCRETE ENCASEMENT. ENCASEMENT MUST EXTEND UN11L , #4� 9 0 C. o - ARVADA,COLORADO _ � a ° THE WATER AND SEWER PIPE ARE SEPARATED � - N F- ''• � do r a a BY MORE THAN 10 FEET. co v r < � A �, q � #4� 9�� o� a = o PRO ECT NUMBER 2094100 LI FTI N G O� O a 3, a FLOW ,� I N SER TS J a I �l• `�ob IN2T x , � a < d � ' . • .. , , . . — � 1.5 1.5 , a o a a 4 . � . . . , tl � , . : . : _ ISSUE REVISION DATE n- a o � (y \ ^ 4 a o i� � WATER STOP A-LOK o .�. � » ,.e d o .. +° - - • . . ! a c� � a I I � � � #4� 6 O.C.0 20 42 a� 4� 6° 0 C.0 20" VAR � � '�' c.� c•� WATER STOP FOR SMOOTH a Q c Z v � v � # g�_g^ � 1 , x� � a ' WALL PIPES- WEDGE _ � �,, � � � SME) OR APPROVED ° a `°� " SECTION " PROFILE � Os EQUAL ,., ` y � � ' � ° d� ° TYPE R STORM WATER INLET PLAN � °� ' � � ; �,����• � JC.Q�P.: �n = L,�Qn 1�-1�° MH FRAME AND COVER NON-SHRINK D & L A1043 OR EQUAL RING & COVER-SET TO 6" 2�-�� 6" 9 ��2„ 2�-�„ 9 ��2„ � � � GROUT SANITARY SEWER LINE \ � �PARALLEL FINISHED SURFACE ° LEFT SIDE VIEW SECTION A—A 4 ADJUST TO REQUIRED GRADE WITH A ' 9 d a �NON-SHRINK GROUT ENCASING N Q MAXIMUM OF ONE-2" THICK REINFORCED . . CATCH BASIN RISER � � CONC. GRADE RINGS SET IN NON- �� C 8 2 3 HEIGHT CODE WEIGHT 4 a � � SHRINK GROUT °° � ,� ,� CB231 R 186a C 0 N C R E TE J I N T E N C A S E M E N T �� � — � � i a , -5 WT. 3,740# 2� CB232R # O Trench Backfill /\ ' PRECAST ECCENTRIC CONE > > , # Scale: 1° = 2'-0° \� � �{-� / \/ � a ° ° 2 x 3 C A TC H B A S I N 3� C6233R . , 4 \ y � d `Z 79Q C.�O3S 6 \ � � a o INSTALL 1 DIAMETER RUB'R-NEK o , � N T S Roadbase \� ����� '��/,, �� �� cv � N � 9» ' (OR EQUAL) JOINT GASKET AND GROUT NOTES: ��� � ,. -,� � . / m � ,,- 4 JOINTS INSIDE AND OUTSIDE, 1 CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS-20 LOADING. Undisturbed j� ' g �; � � N GROUT LIFT So�l �� �' � c a HOLES ON INTERIOR, INSTALL 1 1/2" 2. OPENINGS MAY BE LOCATED AS REQUIRED. \�� \7`�� „- ,;�= �\ o- � v a DIAMETER RUB�R-NEK ON MANHOLES � � ° � ,� �; ��' � � m 6 015 REVISION#6 08/10/07 MANHOLES LARGER THAN 48" 3. C H E C K H A R D W A R E S E C T I O N F O R O P T I O N A L A C C E S S O R I E S. �350' j�� i � � � s o' DRAINAREA = s2� so INCH PIPE / �i� ,,, � �- �' \ � m 4 013 REVISION#4 04/12/07 z W PRECAST REINFORCED CONCRETE P 9 � 009 PERMIT SET 11/17/06 � Z 6" � GRATE HAS H-20 (HEAVY'IRAFFlC) PI e Sub rade �\ �- '���g /\' � .� � � DOT RAliNG F - ° MANHOLE BARREL PER ASTM-C478 N � o 0 ounurr MAlERIAL SHALL \\��5��/�� ��/%/��% ��� M M O O CONFORM TO AS7M A48 — CL4SS 30B ��j���/�//\�\�\ \//� m O p �TM S�P S � � � P A I N T: C A S I I N G S A R E F U R N I S H E D s��� � ��j���\/\��� a *��� WITH A BLACK PAINT 5" MIN v , �� b } U � O ►— a N � a INSIDE LIP TO BE HIGHER HINGED GRATE COVER �m f � 4�-0" DIA THAN OUTSIDE LIP FOR EASY ACCESS *(1) ADAPTORS CAN BE �� F`�,;,�"//� ;� MOUNTED ON ANY ANGLE ���%\� ;f *(1) ADAPTERS CAN BE O f/ �, 00 0 = o SEE SPECIFICATIONS FOR ', � a ANG� ON ANY oo � 0' TO 359' � ��� COMPACTION REQUIREMENTS \��%� 0' TO 359'. � � ,/�;/;i,' TRENCH BACKFILL a m TOP OF BENCH 12" CAST IRON GRATE �_�'��� ALL MANHOLE STEPS HAND SHAPE AS WITH BITUMINOUS OR � NECESSARY AROUND PIPE PENETRAl10N GASKET DUCIILE IRON GRATE W 12. ,,� PROJF.0 � PLASTIC COATED PIPE TO PROVIDE PLACED IN CORE TO ACCEPT / CAST IRON FRAME *��� CAST IRON H-20 � ;'%��` N���� � MA INDUSTRIES DRAINAGE PIPE; KOR-N-SEAL, A-LOK, RATED GRATE �� °"'N `O OR EQUAL , OR EQUAL � _ �;� PROJECT KEYPLAN I � x � o N INLET AND OUTLET 15 W � ��. BEDDING ZONE � FLOW ADAPTERS AVAILABLE 4" = Q o= ��%��%' SEE ABOVE � THRU 15" INLET AND OUTLET � �N�wo w �''��\} � �r ADAPTORS AVAILABLE - -•� 4" THRU 10° Z * �Z PIPE SUBGRADE, STABILIZAl10N /,��,/,J ,��� ' �Q - ��¢�� MATERIAL IF REQUIRED —';��i`��z.�i>ji�%'�\ � a ° ° a � 8" MIN 4 � o m��o� � Q d ° a a 3s3" VARIOUS TYPES OF Q � a=�W� TRENCH Z❑NES VARIABLE VARIABLE OVERALL S 1 T E & �o � � ° '�` � ' � e o' ' � o o° a o � , °° INVERT HEIGHT *(2) OUTLETS WITH Q � � * �o � ° ° HEI HT . � WATERTIGHT ADAPTORS > �� °w ° � ° � ° ° �- ° ° PRE-CAST MANHOLE BASE AND VARIOUS TYPES OF OUTLETS 4-15 FOR: U T I L 1 TY �a W � � F1RST BARREL SECTION CAST WITH WATERIIGHT ADAPTERS � CORRUGATED POLYETHYLENE � CU LVER T B ED D I N G � F O R S D R-3 5 S E W E R D ETA 1 LS � � 6'-4 MONOLITHIC ASTM-C478 -- N o � ADS N-12 CORRUGATED PVC =_ = SDR-35 SEWER ULTRA-RIB PVC � G E N E R A L N O T E SCHEDULE 40 DWV * 2 MAXIMUM 6"MIN q �� C � S E C T I O N A—A 1, A L L C O N C R E T E W O R K S H A L L C O M P L Y C O R R U G A T E D P V C R E C O M M E N D E D I Z DRAIN BASIN = _ M S T A N D A R D M A N H 0 L E �TM LATEST ACI-318 SPECIFICATIONS RIBBED PVC OVERALL HEIGHT 10' ENGINEERING INC 15 DRAIN BASIN 0 mW,�� �a��o 81832 s�aie: ,° = 2'-0� ' 12" AREA INLET (NYLOPLAST� � 97�0926-33E73���'92s�so9: C009 P\TOV05001\dwg\Master\Ritz-Details dwg, 10/17/2007 11 24 27 AM,babcock ����`._-�" µX��,- '¢= _..�N�;,� F - °f�, > r"����.�„�F" �_'-� -�.�" �-� C � � ���� ���.,,.�o ;� .�� ��. �,_.� ;.�' � ",°`� _ � �� ���� Gutter VARIES � 12 1 MAX � �x�i �;. � �� � �;- �;; �„ Curb Transition x � � NOTE: ALL SIDEWALK CURB CUT �f r,� ,����4 Sidewalk Transition � W�� � WI� �R s• 24• 6• ��e ' �^�� �° � �"" RAMPS SHALL BE ADA � � � � �i �.r_ �=� COMPLIANT �_�., ����f�`��-r L . ' ' -' � ' t..,�, �',__� `V s 4„ CURB � CURB DOA�ES (IYP.) ��� �,' o- '� �!�-� 6" . • ». �� .� " ' ," ° � � . , s• s• � DEiECTABLE WARNING � `_ „'�� V $ ' � ' 4 � A` T , � 3• a PAVERS � � Permissible Joint with Epoxy coated deformed 8 � a � „ �j� �, No. 4 by 18° bars conforming to ASHTO M284 6, a � ., a d r � Y �� � 4' , � SAND FWNDATION°a � �� at 18" spacing. ° � Paid for dS POICI fOf OS Concrete Curb Ramp .,' • •#� • • • • • • • • • • • '� �" �4� DIA. DRAINAGE WEEP HOLE ���� 3 C ION — .�'� �� �'/ � Curb and Gutter • • • • • • • • • • • • • • �d SE T A A ,� . . . . . . . . . . . . . . � �i RAMP SECTION VIEW 24• ' " " " ' " " " ' 36 / �'i�� � o . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . Scale: NONE • • • • • • • • • • • • • • _ ,,� P"��� � � . . . . . . . . . . . . . . a � , . . . . . . . . . . . . . . � 2�-6 A • • • • • • • • • • • • • d CURB 2�-6" 6' UIN. TO y • 4 W � 4 e FLOW L1NE , ' �� CURB FLOW IJNE " � , d �r � �� wng Surface � � O (SEE NOTE 3) � �� ', � � ,� �ly� � ,� '� � '�' � Sidewalk DEfECfABLE WARNING WELL j/� �� _ - - �r- _ _ _ � � Flowline 6,�p" ed P N VIEW OF ��,/�:( = i+ J^YF� ' .'�t}'[,_ . - �Yy�_ "n�...�s:"� \�<c, P��e�o\�` �� DETECTABLE WARNING AND WELL � '�� ���'- " - - �r`'' - 't' :'�' "''�µ' �� � S�a (PAVERS NOT DRAWN TO $CALE) r � �s�r•�i``'tf�;� Y��: =�, •'1''>=��'� 'j �C�O O \'?�� •� �• • � •��• �21 f / ' _ - p:,�• =_'` r:_r�c �--_ rp ; � � • �� • ����• �/ � , " - _ _ '. • �� • • • ,�' ° � � ... + ,��t `� •�•�• t. rr 6�Ory g 6'-0 _ � - _ _: ���������������' " co � » r�� •'6+.�-; ��'����i��� , �'"_ •����������������J � 3 ---�!-�-3' � :"°:: '} ,- ',. •�• �. . . �• " DETECTABLE WARNING & -,._.. �_�,--�,•,'•,•• '��•.�'�•� V � O 6 WELL 2 � 20:1 �// � y r.' Fy. .__ - � • ��� •��� ��� � a , //// T�3~i a>i •�:��.�.�:� •��� / f`,�.v �2` yF � �•.,. •.., �� N V o /� ,/� _ :�,-� �.- - .. . TYP E 2 C U R B R A M P ,/ ,,�i� �PC,`2`�c'� `__ ;1z:;,-=����- - •' � _, _ _ _ � Z a � P� ` �;,,,�``� - WING SURFACES SHALL BE TEXTURED WITH s�a�e: �° = 4'—0" N O T E S � Q' __ - � - � A C O U R S E B R O O M E D S U R F A C E O N L Y � � GENERAL NOTES: -- -- A/ � ►y 1 THE DEfECTABLE WARNINGS SHALL BE INSTALLED F���� 1. Ramp and wing slopes shall not be steeper that 12•1; dimensions shown A T S I D E W A L K/S T R E E T T R A N S f i I O N S. T H E Y S H A L L B E N O T E: R A M P C R O S S S L O P E S H A L L B E L I M I T E D � shall be modified, as necessary, to meet this requirement Ramp cross slopes T�I-IE D O M E S S H A L L B E P L A C D NU A S Q U A R E G R I D URFAC . �o T O 1:4 8 (2�) r—, shall not be greater than 1:48 (2%) 2.THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED W ~ AT THE LOWEST POINT OF THE DEfECTABLE WARNING WELL. � � 2. Concrete shall be class A or B, with WWF (Welded wre Reinforcement) in ramp. 3.ALL DEfECTABLE WARNING AREAS SHALL START A MINIMUM O F 6 I N C H E S F R O M T H E F L O W I JN E OF TH E CURB AND � 3 Normal gutter flowline and profile shall be maintained through the ramp area. NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY POINT ON THE ROW LINE OF THE CURB. ALL DEfECTABLE 4. Ramp surface shall be textured with a coarse broomed finish and scored with WARNING AREAS SHALL BE 24 INCHES IN LENGTH AND grooves (1/4"t by 1/4"t) spaced at 9 to 12 inches. COVER THE COMPLE�'E WIDTH OF THE RAMP AREA ONLY 5 �ng surfaces shall be textured wtth a coarse broom surtace only. N T S OWNER/DEVELOPER VAIL RESORTS _ DEVELOPMENT � 4 � Road Section �l ' � �m� � � Road �Section - ; = 4� sn �'-$,r RE: LANDSCAPE FOR PAVER DETAILS & TYPES COMPANY o N - R=1/8" to 1/4° R-1 1 F owline AVON COLORADO Existing Roadway Surface, Width Varies 30" Snowmelted Sidewalk, Width Varies Finish Grade ' � T o N � R=1 1/2" to 2" � a Curb and Gutter See Plans and Details for Proposed Sidewalk See Plans � NN 12 R=1/8" to 1/4" See Detail & Plans 2� Slo e F\ow���e o Fjow��n� � � N ° , 1/2 � p and Bedding per Paver Manuf DESIGN ARCHITECT a � a � � ° °' < - - - - " 4" Concrete Section � � ° ° a °, ° , Q a a � z° a � e a a , y • � < o < as Specified on Plans � O o d � a a a � _ ° a ° , � 4 , < , ° e ° � ° and Details ,�, N < a a < 6" 10" - - - - - - - - - - - - - - - - - - - - - - - - - ° ° a� °,° a a . --• - � 2" Sand Bedding With , TAPER CURB ROM ° < a � aa FULL HEIGHT TO ZERO Welded Wire Fabric and 6" ° < WIRSBO Tubing Wrapped Curb and Gutter Section Curb and Gutter Section SPILL SECTION Suitable Compacted Subgrade in MIRAFI 140N Fabric Denver, Colorado Len th = See Plans Pan Section Len th = See Plans . „ 9 3'-0" Length = See Plans 3°_p° 9 4., 6„ 1 _$„ (See Soils Engineers Recommendations) 4 Aggregrate Base Course Compacted in Depth as R=1/8" to 1/4" R=1 1/2" Specified on Plans ARCHITECT OF RECORD Flowlme and Details GLOVER SMITH BODE,INC � � R=1 1/2" to 2" R=1/8" to 1/4" OKI.AHOMA CI'I'Y,OKLAHOMA CURB 8c GUTTER TO 2 PAN T4 CURB 8c GUTTER TRANSI�ION d ,2 Scale 1° = 2'-0" a � a � � CIVILENGINEER � � ° ° tl �° TYF'ICAL ROADWAY AND CURB AND GUTf ER WITH ATTACHED SNOWMELTED SIDEWALK �.PINE ENGINEE�NG,IN� a � a ° d d d, v OyZ , a ,oa � EDWARDS,COLORADO o Qa a m 48" CL 48�° LANDSCAPE ARCHITECT 10" S E GROUP 2¢" „ BURLINGTON,VERMONT Qa � 2" a a a CATCH SECTION a a » » > » STRUCTURAL ENGINEER a 4 4 � 4 a a M 0 U N TA B LE C U R B 4 6 1 — 8 HA�ES WH�.EY ASSO��TES, / / ° INc ° 4 d Scale 1" = 1'-0" RE: LANDSCAPE FOR PAVER DETAILS & TYPES NOTE: ° Note HOUSTON,TEXAS CONCRETE SPECIFICATIONS; $'� When bars are required to tie to Roadway, the gutter thickness shall be .� Install 4 Rebar at 18" Existin Roadwa Surface, Width Varies 30 Snowmelted Sidewalk, Width Varies Finish Grade 4000 PSI, 564 LBS�CY 2�� increased to the pavement thickness (T) Bars shall be epoxy-coated #4 g y MECHANICAL ELECTRICAL WATER CONTENT LESS THAN 0.45 On Cen�e� BOth Wpys conforming to AASHTO M 284 and spaced at 2'-6" o c They shall be PLUMBING ENGINEER _ _ inserted T 2 and 1 2 len th into the gutter. Mountable Curb and Gutter See Plans and Details for Proposed Sidewalk See Plans AIR CONTENT 6% +/ SEE LANDSCAPE PLANS FOR COLOR � � g See Detail & Plans ABS CONSULTANTS INC 1-1/2� 3/4" AGGREGRATE AND SURFACE FINISH REQUIREMENTS 2% Slope DENVER,COLORADO 1.5 LBS/CY FIBERMESH ADDITIVE � » Sand Bedding per Paver Manuf. INTERIOR DESIGN , 6" Concrete Section WILSON&ASSOCIATES CONCRETE PAN — 8 WIDE- 2 DEPTH e - a e a a 2�_p� 1-1/2" 4-1/2" 8 < , , e , a` a ° a Welded Wire Fabric DALLAS TX 5 O o p p • . , ° ° 6 X 6 W1.4 X W1.4 G a � _ _ _ _ _ _ _ _ _ _ _ _ _ � � , o p ° 2" Above Bottom / /\/\/\�/��/i��/� — — — — — — — — — — — — �D, � � o° , 9 of Proposed Slab BCER ENGINEE NG INC 2 � �/`�' ° a° ° 2" Sand Bedding With ARVADA,COLORADO O = -A - , �� __n� ____���,�„�„ � � (uitable Compacted Subgrade • ^ ��m �q--� Road Section F ° , See Soils Engineers Recommendations) Welded Wire Fabnc and Road Section 4 WIRSBO Tubing Wrapped ' - � ,° a � 4 , 3° in MIRAFI 140N Fabnc . - - O N - - � a d ° � °d ^a d o° 4" Aggregrate Base Course PROJECT NUMBER 20941 00 � � - a < � � � � � , Sp c fedeon� Plansth as = iV �\o����e o Fjow��ne � � NOTES: and Details ISSUE REVISION DATE � r 1. BACKFILL, SEE DETAIL OF CUT/FILL SLOPE \ 2. SLOPE AT 1" PER FOOT TYPICAL ROADWAY AND MOUNTABLE CURB AND GUTTER WITH ATTACHED SNOWMELTED SIDEWALK 3. 1-1/2° RADIUS TYPICAL ) � 4 SLOPE TO MATCH ADJACENT PAVEMENT TAPER CURB ROM 6,� 5. PAVEMENT, SEE TYPICAL PAVEMENT SECTION FULL HEIGHT TO ZERO 6" 6. PROVIDE CONTRACTION JOINTS 12' O.C. MAXIMUM Curb and Gutter Section Pan Section Curb and Gutter Section 7. PROVIDE EXPANSION JOINTS 100' 0 C. MAXIMUM Length = See Plans g�_p^ Length = See Plans g�_p^ Length = See Plans 6" VERTI CAL CU RB AN D GU TTER REFER TO LA300 FOR PAVER DETAILS AND M0.0.6 C U R B 8c G U TTE R TO 8' P A N TO C U R B 8c G U TTE R TR A N S I TI 0 N Scale: ,� — ,�—o� FOR SNOWMELT ZONES AND AREAS. CONTRACTOR Scale: 1� — 2�-0� TO PROVIDE PIPING LAYOUT PER MANUFACTURER'S Z ��4� � 4� HBP (Typ ) CONCRETE SIDEWALK/BIKE PAlH RECOMMENDATIONS AND SUBMIT TO ARCH RE LANDSCAPE FOR TEXTURE N� �2„ CL �2„ AND FlNISH ■' 2% a� 12� 12n � ,o� D�ANSION JOINTS REQUIRm EVERY 300FT a a a ° � ° °� ° MECHANICAL AND CIVIL ENGINEERS FOR REVIEW. See Plans 1� �� See Plans a a a a ° d de a ° e � 4 Q Slope – 1/4' per Foot ° a ° DUMMY GROOVE JOINT, CURB & GUTTER � 10' O C. a c�i ` tl d < � ,d 4 � �' ' a �-0 � tl � 6 � e ° �` PROPOSm CURB AND WTfER CONCRETE PAN � 5� O.C. � r,, s x s w14 x w,.4 � `' -° ` ` e a ` ; '. ° ` d a . ° , g°� ° < .� ° .4 ° a a aa _ 4�a CO NTRACTI O N J 01 NTS Welded Wire Fabric � < d 'q d �` < o B 4 SUBMIT SNOWMELT SHOP DRAWINGS TO AEI, MECHANICAL ENGINEER AND 4 013 REVISION#4 04/12/07 CON CRETE PAN — Z' WI DE o 0 0 �v�v�vADV� � o o � � I n � �/2" PRE-MOLDED ARCHITECT FOR REVIEW, TO SHOW LOOPING, ZONES, MANIFOLDS, ETC. Scale 1" = 1'-0" POURED JOINT SE4LER JOINT FlLLER GENERAL NOTES: CURB & GUTTER 009 PERMIT SET 11/17/O6 � — — — — — 1 On curves 3' and sharper, curbs and curb and/or gutter are to be placed on the arc of the curve a ° ° a ° � I — — — — — � l�l unless otherwise noted on plans. A maximum chord length of 10 feet may be used when the degree a d d a � of curve is leas than 3' � ° a d a I � o Q o 2. Concrete m sidewulk shall be Class B with fiber d ° � ° I� _ _ _ _ _ .J 3 A tooled �oint is required when the curb ond sidewalk are poured seperately or mondithically. � ¢ I — — — — — � CONCRETE SIDEWALK f BIKE PATH SECTION EXPANSION JOINTS � ¢ _ � W Scale• t' - 1'-0" INSTALL EXPANSION JOINTS EVERY 300� O.C. I� ^ --� Wdth er lan RE: STRUCTURAL PLANS INDIVIDUAL SECTIONS LESS THAN 300 REQUIRE AN EXPANSION JOINT c� Q � FOR DESIGN & CONCRETE I� — — � — — � SNOWMELT TUBES Y PER MECHANICAL REINFORCING � _ J Scale: 1° = 1�-0" I� � — — � — � I PRUJEG"1 NOR7H 5" CONCRETE ° °� � � � 0 6° Concrete Section � L _ _ � � N�� a a POURED JOINT SEE LANDSCAPE PLANS FOR COLOR Welded Wire Fabric S I D E WA LK A N D C U R B I N G J 0 I N TS � � � I� PROJECT KEYPLAN ° a SEALER AND SURFACE FlNISH REQUIREMENTS 6 X 6 W1.4 X W1.4 w HIGH DENSITY STYROFOAM ° �� 2" Above Bottom I� — � - - J m PER STRUCTURAL ao a a a o v �-' $ d e � . , , a a < d a d —� of P�opOSed Slab � � p SPECIFICATIONS SHEET S4.05 ao a ° ° a o a ` ��� , , ' � _ �° 'd =� °' a �a � � Q I — — — — — — � ° ° 1/2" PRE-MOLDED - - �— 2" Sand Bedding With ° � JOINT FILLER Welded Wire Fabric and MANIFOLD I=C� � 9�" CONCRETE SLAB ����� � � � � � ���� �\�\ \ \ \ \ \ �\��\��\ � � WIRSBO Tubing Wrapped -I L _ _ _ _ _ TUBING ( —) Welded �re Fabric a ,\ /�\//,//\//\//\//\ \/�\/,/////\ � , in MIRAFI 140N Fabnc 1 TYPICAL PER STRUCTURAL PLANS 6 X 6 W1.4 X W1.4 \�\\��\�� / / / / / — — — — — — — 2" Above Bottom R N0�• �� �� Suitable Compacted Subgrade _ _ _ _ _ _ _ = L' HARDSCAPE of Proposed Slab CONCRETE SPECIFICATIONS; �See Soils Engineers Recommendations) 4" Aggregrate Base Course DETAI LS 4000 PSI� 564 LBS CY Compacted in Depth as Refer to Mechanical Plans for Maximum Snowmelt Zone Area - =- � Specified on Plans C 0 N C R E TE WA LK A T B U I LD I N G WATER CONTENT LESS THAN 0.45 and Details =_ _ AIR CONTENT = 6� +/- 1-1/2� Typical snowmelt tubing loop layout. Submit shop drawings for review. _ _ 3/4" AGGREGRATE SAND BEDDING DEPTH MAY VARY Make as few crossings with tubing between areas as possible. _ C NOTE 1.5 LBS/CY FlBERMESH ADDIIIVE BASED ON SNOWMELT TUBING DIAMETER = _ Coordinate finish, color & texture with �andscape Plans. ENGINEERING �NC �0� O PR°�'°E 'S°�A�,°" �°'"TS AT S,���,�RE. SN OWM ELTED CON CRETE DRI VE SECTI ON SNOWMELT SCHEMATIC N� �WA�mW�i4RD��A�DO�81832 OX 97 • 970 926-3373 • FAX 926-3390 • P\TOV05001\dwg\Master\Ritz-Detads dwg, 10/17/2007 9 16 26 AM,babcock �_� yd''`,.a�ry ,a� i •.8"�✓�rs:1 e�i{'�:R7°}6� ^t» �: �,y�"k,A"f°'�t.,:'a;�,c„�' h 'kr` n�l � �n;pl fi."','3J� '`—t.�.er_j • / ��� ryy Y�e£ � � '�; � n � y�'° � �r GENERAL NOTES FOR SEDIMENT CONTROL NOTES: �'� � ,�� '����z�? A A ry� 4.=� ,�", °. � � �..���',� ����s°` 1. REVEGETATE OR LANDSCAPE AND STABILIZE ALL DISTURBED AREAS �k" '��""f�� ��-'� ;_ �P 1. Contractor shall install and maintain sediment control measures in strict " accordance with these approved plans. AFTER CONSTRUCTION IN COMPLIANCE WITH THE SWMP/BMP FOR THIS "�'�� �. �� � � 2 All proposed sediment control measures are temporary measures unless specified PROJECT. � ���� otherwise on plans. 3. Sediment control measures may require minor field adjustments at the time of 2• INSTALL EROSION/SEDIMENT CONTROL MEASURES PRIOR TO 0 construction to insure that their intended purpose is accompiished. Engineer's COMMENCEMENT OF CONSTRUCTION ACTIVITIES. approval will be required for any other deviation from the approved plan 3. REFER TO THE GEOTECHNICAL STUDY PREPARED BY KOECHLEIN � 4. Contractor shall provide continuous inspection and maintenance of all sediment CONSULTING ENGINEERS. control measures to insure that maximum sediment control efficiency is obtained until final stabilization of site has taken place 4. STORM PIPING LENGTH AND INVERTS ARE MEASURED FROM INSIDE � 5 Contractor shall install sediment control measures at the onset of grading FACE OF STRUCTURE (MANHOLE) TO INSIDE FACE OF STRUCTURE. operations so that effective sediment control can be achieved during the entire a � grading operation 5. STORM DRAINAGE STRUCTURES NEED TO BE PERIODICALLY Z F,..� 6 Contractor shall stabilize all points of ingress and egress with crushed stone INSPECTED AND MAINTAINED TO INSURE ADEQUATE DRAINAGE. O � (SCE) until just prior to paving operations to prevent tracking of mud onto public ways. T , � FLOW 0 7. Contractor shall prevent all sediment from entering any constructed storm r� drainage structure by blocking shut the structure with sandbags, boards, or by any L D D other acceptable method unless shown otherwise on plans. �� 0 0 EROSION LOG 8. If stabilization of disturbed areas is to be accomplished during the months of � � POINT 6 October through April, the stabilization shall consist of mulching. Seed and mulch � and landscape as soon as the season permits � 9 Contractor shall stabilize all disturbed areas at a grade less than 3: 1 and not r_, � � � » covered by paving as soon as possible by permanent seeding and mulching and w a USE 2 PINE STAKES 1 1/2 x 1 1/2 x 12 AT ALL „ „ 1 POINT A POINT A EROSION LOG ENDS OR JOINTS, OTHERWISE landscaping as per Standards and Specifications N V O USE A STAKE EVERY 24 IN. AND CONTINUE 10 Contractor shall protect all trees to be preserved during construction operations. TO ALTERNATE ORIENTATION THROUGHOUT 11. Approval shall be requested upon final stabilization of all sites before removal of L ~J r„� THE LENGTH OF THE EROSION LOG. sediment controls. � F--1 � A/ � � w A PLAN VIEW W H � BEAVER DAM° xj � P�N U�EW EROSION LOG WETLANDS OR FEATURE Installation and Maintenance Guidelines �"'I ,c� �. '9A�p THAT NEEDS PROTECTION 50' Min. o� Installation: The empty Beaver Dam� should be placed over the �Q� O �I�Q�� Earth Mountable Berm (Optional)� 3� r--�p� �, � grate as the grate stands on end. If using optional oil ~'yC � = i� �> absorbents; place absorbent pillow on pouch, on the bottom �j�% ti 90O MIRAFI 140N Fdter Cloth �� 5 w ° P O I N T A POINT A ;��������� O T y —�� � (below-grade side) of the unit. Attach absorbent pillow to tether -;������� FR / loop. Tuck the enclosure flap inside to completely enclose the �+ �'��%��/��/��/��/��/��/�� ����/��/��/��/��/� ��/��/�\/��/i��/��/ /��/��/��/��/��/��/��/�/� grate. Holding the lifting devices (do not rely on lifting devices ��r `\ ''r''�� ti �� � ��� � � ���i,�i�,�i, �,r, i,, ,� �i.�, �� � � � �,�i.�i, � �� � � 1 �J ..' ���\� \���\�� \� \�\ \ �����\��� � \��� ����4i��`.- POINT B '.'�� ` �f' ��'".-�'i `�''..' `�:�=°_<:s,= to support the entire weight of the grate), place the grate into OWNER/DEVELOPER �t,`,,����•,`��y=y�\'�`�, 4 � �,'.'����fr�`°`��°�� ��'.-``%s���`�;"==� its frame (street side first) then lower back edge with dam into � , � -, , ' ��r�-�. - , / �.���,�,� ��,,.-/,.� ` o SECTION Edge of Pavement � - ��%` ` , ,,.-,'��-�'�,-�..' �\ .�-'� o lace. The Beaver Dam� should be artiall blockin the curb VAIL RESORTS � ti ,��� � .-� �, , ,,� `�. ;.r,� ft. , rr ,� : o , P P Y g ENTRENCH 3" ,' `�',:%'' '.,a���'.��1�� �'.;`�����.;'����',�,f` , '\�� � � `�� p O O O p P P Y• __ 50 Min. hood when installed ro erl �'�-.-, . �4.-;\�� " �-� �_ _,,f�;,-. � o o DEVELOPMENT � POINTS A MUST BE HIGHER THAN POINT B ENTRENCH 3" ' =�`�!��,,�; , o ° o Maintenance: ftemove all accumulated sediment and debris from -��-;.�-�!�.=,��, ; ° ° 10� ' surface and vicinity of unit after each storm event. Remove COMPANY S ECTI 0 N �—� r ��'���'� � ' " � � sediment that has accumulated within the containment area of �j,--;.__:�. a_� � E M�n AVON COLORADO ' �-�i;=y��.�r-�`,,`;�;�� !;�`%'j`�,�f Existing Ground ° � °' removea andD e�a es bs rbent If illovr whenl near�saturationnts; ' S E C T I 0 N A—A } �-t- =��� �,• --`�., m p p 0 D ITC H I N STALLATI O N TYP I CAL STAK I N G PATTER N AN D � °�a°� � �o o �° BEAVER DAM° DESIGN ARCHITECT EROSION LOG APPLICATION � 2" Crushed Sceened Rock �� � � o �� o�� � o �� � S T A N D A R D F A B R I C I S A N O V E R F L O W G A P � O Q� S E D I M E N T R E M O V A L S H A L L B E P E R F O R M E D ORANGE WOVEN CONTINUOUSLY FOR PROPER FUNCTION. c4D o80 80 � OQ� o o O MONOFILAMENT � o Denver, Colorado Existing Ground � EROSION LOG DETAILS PLAN ARCHITECT OF RECORD _ �' ..> GLOVER SMITH BODE,INC •� , OKI.AHOMA CITY,OKI.AHOMA . . STABILIZED CONSTRUCTION ENTRANCE ° � . CIVIL ENGINEER CONSTRUC110N NOTES Scale: 1° = 10'-0" "<< , . . > ,� � ALPINE ENGINEERING,INC LOW PROFILE WITH , . , b , EDWARDS,COLORADO N GUTTER FOR SAFETY 1 STONE SIZE - USE 2" CRUSHED SCREENED ROCK m AND CURB APPEAL CURB AND GUTTER INLET I.ANDSCAPE ARCHITECT 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. SYMBOL ON PLANS DESIGN CONFORMS S E GROUP 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. TO ALL SHAPES OF BURI.INGTON,VERMONT CONCRETE CURBS 4. WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS N T S STRUCTURAL ENGINEER OR EGRESS OCCURS HAYNES WHALEY ASSOCIATES, 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. BEAVER DAM CURB INLET PROTECTION INC HOUSTON,TEXAS 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACIICAL, A MOUNTABLE BERM WITH 5:1 MECHANICAL ELECTRICAL SLOPES WILL BE PERMITTED. PLUMBING ENGINEER 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDIl10N WHICH WILL PREVENT TRACKING ABS CONSULTANTS INC OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING DENVER,COLORADO WITH ADDITIONAL STONE AS CONDI110NS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES INTERIORDESIGN USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC WILSON&ASSOCIATES RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY SCE SHALL REMAIN IN PLACE UN11L PAVING OF ENTRANCE DALLAS,TX COM MEN CES. 8 WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC LIFE SAFETY RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH BCER ENGINEERING INC STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ARVADA,COLORADO 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER �ACH RAIN. PROJECT NUMBER 20941 00 SEE DETAIL 2/15 SEDIMENT LOGS WOOD STAKE S I L T S A C K� ISSUE REVISION DATE WATTLES SPECIFICATIONS W W W �V W .L �L W �Y �Y J� W W W W N�TE� THE SILTSACK�WILL BE MANUFACTURED FR�M A WOVEN POLYPROPYLENE � SEDIMENT LOG W W .� WOOD STAKE FABRIC THAT MEETS �R EXCEEDS THE FOLL�WING SPECIFICATIONS. (WATTLES) W W y W SEDIMENT LOGS W W W W (WATTLES) INSTALL WOOD STAKE 2 EACH v W W V, W �, SE� E DETAIL 2/15 W �, W �, O 4' ON CENTER O v o DUMP STRAPS W W W \/ W W EXPANSION RESTRAINT REGULAR FL�W SILTSACK � 0 • W W W W y BOTTOML � � O � (1 /4�� NYLON ROPE, (F�R AREAS �F LOW T❑ M❑DERATE PRECIPITATION AND RUN-�FF) W �Y W W W W . FLOW �V W W W W W FLOW O .�� O ---► 2" FLAT WAS H E R S) PR�ERTIES TEST METNOD �ns , , / o /��/��/� /\l�\ �~ �~/� /� % / / GKAB I ENSILE 51 KtN�I H AJ I M ll-46�� 300 Lt3J W W W W J� • 4 �' J '� W � � L '� W �' W �' � ~/�\�/j��/�\�/� �/� ��/���/�\�` ,� ��\�/�\�/�\� \/\/`/\ \ GRAB TENSILE ELONGATI�N ASTM D-4632 20 % �/ \ \i\/\i \ \ � .� .� W W W W �\��\� \\� � ��j���������� ��� � PUNCTURE ASTM D-4833 120 LBS W '� �' �' '� � ���� �� � MULLEN BURST ASTM D-3786 800 PSI W W .� STORM SEWER W W z � � � TRAPEZ❑ID TEAR ASTM D-4533 120 LBS v� v� �v W DROP INLET W W � ? � UV RESISTANCE ASTM D-4355 80 % W W W W .� . � APPARENT �PENING SIZE ASTM D-4751 40 US SIEVE � - FL�W RATE ASTM D-4491 40 GAL/MIN/SQ FT W � W W W W W W W�'',�W W W � N I N STA L LATI 0 N D ETA I L BA G D ETA I L PERMITTIVITY ASTM D-4491 0,55 SEC -1 �F W W �" W '� y W W y W W ��� STAKE DETAIL 3 D U M P STRAP �. W W W W �. w o,,�Fc Nosc�� ,5 STAKE DETAIL z HI—FLOW SILTSACK� �o� NoscniE 15 � �� REBAR FOR BAG (FOR AREAS OF M�DERATE T� HEAVY PRECIPITATIDN AND RUN-OFF) r� � , REMOVAL FROM INLET --� Qo13 REVISION#4 04/12/07 WOOD STAKE, PLAN VIEW �9lJ This sediment barrier is designed for low surface flows not to exceed 1 cfs for small areas, slope flatter 3� _ PR�ERTIES TEST METH�D UNITS SEE DETAIL 3�15 than 3:1. Straw Wattles can also be installed on contour on steeper slopes to reduce surface, spread water �� �UMP STRAP 009 PERMITSET 11/17/06 flow and capture sediment The following is a brief description of the Straw Wattles, their uses and GRAB TENSILE STRENGTH ASTM D-4632 265 LBS STORM SEWER �"`'a - GRAB TENSILE EL❑NGATI�N ASTM D-4632 ZO % DROP INLET installation. - � -�' ' PUNCTURE ASTM D-4833 135 LBS 1. The height of a Straw Wattle is 9 in. The installed height is approximately 5 -7 m. The standard length � , ��u�� MULLEN BURST ASTM D-3786 420 PSI �n�: � TRAPEZ�ID TEAR ASTM D-4533 45 LBS SEDIMENT LOG �, �, of Straw Wattles is 25 ft, however other lengths wdl be made upon request. SILTSACK ������ UV RESISTANCE ASTM D-4355 90 % (WATTLES) W W W y W � =��� - APPARENT �PENING SIZE ASTM D-4751 20 US SIEVE 2 Straw Wattles can be installed on contour of slope, with a slight downslope angle at the end of each � ����� ,� �. �� '. FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT row to allow for slow draina ge durin g heav y preci pitation The y can also be used at the top of slopes to '� p E p P E R M I T T I V I T Y A S T M D-4 4 9 1 1,5 S E C -1 ° '� prevent sheeting over the edge, and they can be used at the toe of slopes. Straw Wattles can also be used TH W W W W along sidewalks and curbs and around storm drains and inlets to prevent sediment pollution. � p W W W • .� W W � 3 Straw Wattles can be used to replace silt fences, straw bale dikes and sand bag barriers. They can also � W W W be placed in drainage swales to slow flows and capture sediment• they can be used as level spreaders to 0 PTI O NAL M ETAL HAN G I N G � W 4 W W W W W W W prevent concentrated flow, and in place of earthen berms or dikes. FRAME FOR TRAFFIC �,Z, ��� ❑T —ARSORRANT ST T A .K � ��Q��,p,Ll W W W W 4 Straw Wattles should be installed in shallow trenches, 2 - 4 in. deep, depending on soil type and slope CONDITIONS a o v �'�� <F�R AREAS WHERE THERE IS A CONCERN FOR DIL RUN-OFF OR SPILLS) PR�'�1 EG.���N � steepness. Dig the deeper trench for soft, loamy soils and steepest slopes: dig the shallower trench for w p\R hard, rocky soils and gentler slopes. Use maddox and shovel to dig the trench, throwing excavated soil to NOR7H � DEPENDING ON Y�UR PARTICULAR APPLICATI❑N, THE SILTSACK� CAN BE MADE FR�M N a„ S�RE PC�F�-� the up hill side to prevent run off from undercutting the Wattle. ��c� a ° o EITHER ONE �F THE AB�VE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT �R, PROJECT KEYPLAN ��� v 4' MADE COMPLETELY FR�M AN �IL-ABS�RBANT SILTSACK�, WITH A W�VEN PILL�W INSERT, 5. Lay the Wattle in the trench and stake with wood stakes at each end and 4-foot on center. When a SEDIMENT LOGS (WATTLES) installing running lengths, Straw Wattle ends should be buttoned firmly together to prevent leakage, and DROP INLET PROTECTION secure�y staked together. 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THE BURNER WILL BE FABRICATED OF `� � � ELEVATION FOR LOG GRATE, TO BE SCHEDULE 40 STAINLESS STEEL PIPE; ROLL . STONE LANDSCAPE CURB, 1/8" MAX SAND SWEPT JOINTS APPROVED BY FORMED TO AN OUTER DIAMETER OF 30" AND AN . , SEE SPECIFICATIONS PRE-CAST CONCRETE PAVER LANDSCAPE ARCHITECT. INNER DIAMETER OF 15". . � W INSTALL FINISH SIDE UP 3. THE IGNITION/SAFETY SYSTEM INCLUDES A a � SEE SPECS FOR MANUFACTURER SOLENOID GAS VALVE, HONEYWELL IGNITION —°— - - � � PAVER EDGE RESTRAINT > MODULE, HONEYWELL 120/208/240-VOLT 50/60-HZ � �q_30 1" SETTING BED PRIMARY 24-VOLT SECONDARY POWER TRANSFORMER, TARGET TYPE IGNITER WITH FILTER FABRIC � ° ° aa ° , ° a CONCRETE FILL SLAB CABLE, AND DUAL FLAME SENSING TECHNOLOGY. MIRAFI - 140N c� `$ 4 " 4. BURNER UNIT WILL BE ASSEMBLED AND SHOP z ° °° ° � ° Z j I•�I PLAN TESTED PRIOR TO SHIPMENT. SEE ARCH / B.E./ STRUCTURAL w � ��a � °° o 00•0000 a o�oo O O � DWGS. FOR SUB-BASE w � ° °°°°� °° ° � � � �� ° � °� o 000 �� � LOG GRATE a a CONDITIONS, WATERPROOFING & � � oo �oo o e°� oo � �-°� °� •° � � .� SNOW MELT TUBING, SEE � ° O°° ° ° �° o�.��� 0�0 MECHANICAL DRAWINGS a CONNECTIONS. ° ° ° ° ° ° °°°o � ° I•••� Q U ��o 0 0°��°0��o 0 0° �o o� o�° EXTRUDED POLYSTYRENE INSULATION OUTDOOR GAS BURNING LOGS a � � � � � � a a -� ,--- �-- -- , - - - ---; ;---, ;-- MODEL: 30" SIERRA LOGS - 7 PIECE SET � „ ___ - ___ �-___ ___-� _�__� - _____- --_-__;- - � MANUFACTURER: FIRE SCIENCE, INC. _,- _ - -; _ - _ -- -___ - --__ -----___ � � U ��T� O www.fire-science.com - ' ' --,- ' ' ' -, --- - � -- - ,- - ' � F+y ►-� 1-716-568-2224. �__' , �__ ;-__- ; ,__� � �-__, � __� ,�__' � O STONE LANDSCAPE CURB _ ,__, ,__�� _�_, ___ , , __ _ __ _- N V � , , . � , , NATURAL GAS-FIRED DUAL RING SCALE: 1 1/2" = 1'-0" d-stone landscape curb dwg �"'� Z '-a DRILLED PIPE BURNER SYSTEM BY FIRE H r_, � SCIENCE, iNC. STEEL LOG GRATE. PRE-CAST CONCRETE PAVERS �i w INSTALL BURNER PER MANUFACTURERS � A RECOMMENDATIONS. REFER TO SCALE 1" = 1'-0" d-pre cast conc pavers dwg [�] � MECHANICAL DWGS FOR CONNECTION � (n TO GAS LINE. 3�4„ WALL OR STRUCTURE � SEALANT 3/4" NOTES: j.,.� ^ #3 SMOOTH DOWEL BARS 18" LONG 1. SLOPE TOP OF SAND SETTING BED 1 ' � LINE BOTTOM AND INSIDE WALLS W/ FIRE � @ 12" O C AND PARALLEL IN ACCORDANCE WITH GRADING PLAN 1/8" MAX. SAND SWEPT JOINTS BRICK, COLOR TO BE DETERMINED BY � �� `�° a Q a a � 2 SEE MECHANICAL DRAWINGS FOR LANDSCAPE ARCHITECT ° SNOW MELT SYSTEM INFORMATION PRE-CAST CONCRETE PAVER 5' � EQ EQ a �o� INSTALL FINISH SIDE UP C S T O N E V E N E E R F R E E S T A N D I N G CO a o SEE SPECS FOR MANUFACTURER WALL SIMILAR ° „ DOWEL CAP W/ LUBRICANT THIS END cn 1" SETTING BED o�rEx/DEVELOPER � LA-301 � ) 3/41,_2" PREFORMED JOINT FILLER � SLOPE ACCORDING TO VAIL RESORTS B FULL DEPTH OF SLAB Q FINISHED PLAZA GRADE PRE-CAST CONCRETE ° � DEVELOPMENT LA-300 PAVERS OVER STRUCTURE � � $ r �° � ISOLATION JOINT @ STRUCTURES COMPANY � " a� a a a a AVON,COLORADO GAS LINE, SEE MECHANICAL � e ° � � cn — — — — — — � — DWGS. FOR SIZING, — — — � � a � °a �J-°°�° — ° �a — — --- — SEALANT 3/4" � � CONNECTIONS, ETC. ° 3/4" ,,. Q p SNOW MELT TUBING, SEE DESTGN AxcxITECT < a � a°e ° ° —� #4 SMOOTH DOWEL BARS, W W MECHANICAL DRAWINGS � AREA DRAIN � < ° a a aa '�. ' a 18" LONG @ 12" O.0 AND PARALLEL cWi� m a a a a � a � a a a a a EXTRUDED POLYSTYRENE INSULATION 2 O LA-300 a a J a a a a REFER TO ARCHITECT S DRAWINGS SEE ARCH./ B.E./ STRUCTURAL DWGS. FOR ° a � � EQ d EQ a DOWEL CAP W/ LUBRICANT THIS END � a ° a a a —_ SECTION SUB BASE CONDITIONS, WATERPROOFING & F- a � „ CONNECTIONS. ° 3�4�� � � � Denver, Colorado PREFORMED JOINT FILLER � � FULL DEPTH OF SLAB E- o F I R E P I T �1-211 ��-21� W ARCHITECT OF RECORD I _ w GLOVER SMITH BODE,INC SCALE 1/2" = 1' 0" ' d-fire pit .dwg DOWELED EXPASION JOINT � o�xoMACi�,oi�xo� CIVIL ENGINEER JOINTS - CONCRETE PAVEMENT PRE-CAST CONCRETE PAVERS OVER STRUCTURE ALPINEENGINEE�NG,IN� F �� _ �- „ _ � �� — �_ �� VAIL,COLORADO SCALE 1 1 0 d concrete�oints dwg SCALE 1 1 0 d-conc pavers over structure dwg I.ANDSCAPE ARCHITECT ���������� BURLINGTONOVERMONT ❑o❑❑❑❑❑❑❑❑ 1-1/2" FIELDSTONE PAVERS ❑o❑oo❑o❑❑❑ ❑❑❑❑❑❑❑❑❑❑ V'JITH 2-3" MAX JOINTS STRUCTURAi.ENGINEER ❑ HAYNES WHALEY ASSOCIATES, ❑❑❑�CQ�❑�❑❑ �������� AREA DRAIN - SEE PLUMBING 2" MIN STONE DUST SETTING BED xousTON,TE�s 000000000o DRAWINGS FOR SPECIFICATIONS 3" TOPSOIL, MIN ��❑❑❑❑❑❑❑� MECHANICAL ELECTRICAL PLUMBING ENGINEER LAWN ABS CONSULTANTS INC PLAN SEE ARCH./ B.E./ STRUCTURAL DENVEx,coLOxADo DWGS. FOR SUB-BASE INTERIOR DESIGN CONDITIONS, WATERPROOFING & `�ILSON&ASSOC1ATEs CONNECTIONS. 1" MINUS CRUSHED STONE DAL�s,TX GRAVEL DRIP EDGE, INSTALL FLUSH LIFE sAFE� I WITH SURROUNDING GRADE BcEx ENGINEE�NG INc AREA DRAIN - SEE PLUMBING COLOR TO BE DARK GRAY � - � Axv�A,coLO�Do DRAWINGS FOR SPECIFICATIONS LAWN U � �o �- � �° oo.o� ° o o �� � � � o��• ° _ °Oao ° �? oo � o a ° ° �C�o°coo , , , � � °'•° °°°O° � ��O �°° 00 a�o�°°�° ��°o° ° ° 8" MIN COMPACTED PAVERS _—_ _ __ _— � w ❑ o o °I� o0 0 0 �� °°° o _oQ o a a o^ '� o�_ � �' PROJECT NUMBER 05208 °� CRUSHED GRAVEL -�i�__ — =_ � 0° FILTER FABRIC � IssuE �vlsloN DATE _ MIRAFI 140N FILTER FABRIC, MI FI - 40 � = _ —� I �— — — OR APPROVED EQUAL a � ° a � � I— — 3/16" RYERSON GALVANIZED STEEL EDGING � a a o a ENCASE DRAIN AND PIPE �—��� � � � a - -° ° ° °— — IN CONCRETE FOR OR APPROVED EQUAL, � a ° aa a � ° d ° a a ° � � � O � � O � ° STRUCTURAL SUPPORT PAINTED BLACK W/ 18" SPIKES U � � a °a aa a a COMPACTED SUBGRADE � � � ° � a a Q � ° a � a � � � ° �° � ° a o � � � � SEE PLUMBING DRAWINGS w FOR DRAIN CONNECTIONS � D 4 � o a a GRAVEL PAVEMENT TRANSFORMERS FIELDSTONE STEPPING PATH ,� _ , �� d-gravel @ transformers.dwg C „ _ � „ _ G _ SECTION OVER STRUCTURE SCALE 1/2 - 1 -0 SCALE 1 - 1 0 d fieldstone stepping path dwg AREA DRAIN J �� _ � �� A PRE-CAST CONCRETE Q SCALE 1 1/2 - 1 -0 d-Area Drain.dwg Q LA-300 PAVERS � 016 REVISION #7 10/19/07 DRAINAGE ROCK (1 1/2" DIA. MIN.) „ MULCH oi5 �vlsloN #� os/so/o� WRAPPED IN MIRAFI - 140N FILTER 1 MIN MORTAR JOINTS 6 FABRIC. MIN. OF 12" ABOVE AND 1-1/2" FIELDSTONE WITH 1" MAX JOINTS PAVER EDGE RESTRAINT, 4 013 �vlsloN #4 04/12/07 ON ALL SIDES OF DRAIN BASKET. FLEXIBLE OR RIGID AS 009 PERMIT SET 11/17/O6 v� REQUESTED, INSTALL PER PLANTER DRAIN - SEE PLUMBING W MANUFACTURER'S DRAWINGS FOR SPECIFICATIONS � '' SPECIFICATIONS I 1" MORTAR SETTING BED FILTER FABRIC - WRAP OVER � � PLANTER COLOR TO MATCH PAVERS PAVER EDGE RESTRAINT _ � � —d�— a ° °�` �a � � CONCRETE FILL SLAB AND EXTEND UNDER FIRST 2' � a ° ° a o a OF SAND SETTING BED 0 0 FILTER FABRIC, MIRAFI - 140N Z '�° o000 °o° o oe°oo o a °°o� o � ° w � � ° O ��° ° o - - - - - � o °o�o e.� ae�o� o 00 0 a ° � , Oo� ° � e°°o0o °o •.�000 •o � o .oe a a ° RIGID INSULATION (DEPTH VARIES) � °°o ° °o ,o °° O o�° � �o°°� �°O ° ° a ASSEMBLY. SEE ARCH. j �OOo°o°Ooo�O o°o� o� o°� a O � PLANT SOIL MIX a a° 4 a STRUCTURAL SLAB U =I � �—�I �!�I--1 � --- � (--� ���_ ,_ ° °� � i---i � ;---- �--- � I— � < < � �—� � ,— a ASSEMBLY. SEE ARCH. —� i �__-' ' 1-- ! i---i�!--� i I--! I �--; I ° AND STRUCTURAL DWGS. � i--� � �---� � �—� � �—� ! � -' � '— < < �--' � �-- � �---- -� I I=1 � '----I � � � I I— I I �--I � �_I ! 1= SEE PLUMBING DRAWINGS � ' � � � � � ���--- ' � ' � � ��'-- ° � -< <__, : ,__ ,__, � �__� ,__ _ o �� SECTION ---- ' _ �---- �� � ' � � FOR DRAIN CONNECTIONS � � � � � � � � � � � � � -� � � � , � , � � � �— ,—I i�-! I i i i i-- ( I -� l � � I----,-� � LANDSCAPE -� � ' ' � --- i-� � i--� i 1--I �-- I -- DETAILS � PLANTER DRAlN OVER STRUCTURE FIELDSTONE PAVING PAVER EDGE RESTRAINT d- a�e��est�a�nt.dW K _ � - � SCALE 3 - 1 0 p g SCALE. 1 1/2 - 1 -0 d planter drain over structure dw SCALE 1 - 1 -0 d fieldstone paving dwg LA-300 � C Q Q � � CAP STONE LA-301 POST BEYOND 3/4" SQUARE BAR 1. RAILING SIMILAR TO TYPE ONE-A RAILINGS. — CAP STONE 1/2" SQUARE BAR PICKET SEE ARCH. DWGS & SPECS FOR DETAILS AND ��— � BACKER ROD & SEALANT PLANTING SOIL MIX 3/4" SQUARE BAR 2INCONTRACTOR TO SUBMIT SHOP DRAWINGS /� � ` DRIP CHANNEL MULCH TO BE FLUSH W/ FOR LAYOUT AND SPACING OF ALL FENCE � � � a �.����� ���.. BOTTOM OF CAP STONE CAPSTONE POST LOCATIONS. � w z 1a12" � STONE VENEER 3. SMOOTH WELD ALL CONNECTIONS. „ � w � I a a 4. ALL METAL TO BE PAINTED GALVANIZED. 5/8 u� a STAINLESS STEEL DOVETAIL � RAILING POST ANCHOR 5. ALL SPACES IN BETWEEN RAILING �� �„ � � Z SLOTS CONT. 2' o.c. W/ O P E N I N G S S H A L L B E L E S S T H A N 4". w _ STAINLESS STEEL VENEER LA-301 � � � o � °a TIES RER SPECIFICATIONS. 6. ALL COMPONENTS BY INDITAL USA OR ��` __�i� > � � a 6" STONE VENEER APPROVED EQUAL. C� I� � a a SEE SPECIFICATIONS Zj N SECTION ° ° DEEP RAKE MORTAR JOINTS DRIP CHANNEL - SCALE 3�� = 1�-O�� i ° TO APPEAR LIKE A DRYSTACK WALL O VARI ES — d a i ' � TOPPER: 128/35 ;oa ° < a � a NOTE: 3/4" SQUARE BAR EQUAL EQUAL CAP STONE WASH o oee ooa �_: ° ' TOWARDS LAWN d SEE STRUCTURAL ENGINEER S � 0 0Qe'd�.d po- o DECORATIVE COLLAR: 35/2 ° �°° DRAWINGS FOR CONCRETE FOOTING �� DECORATIVE COLLAR. 37/3 ��_g�� ` a a AND REINFORCING INFORMATION. Q� I, POST. 3 SQUARE TUBE WITH TOP CAP CAP STONE FLAMED FINISH a (� ON TOP W/ ROCK FACE ON EDGES ° V O 1/2" SQUARE BAR PICKET _ : 1/8" Wash � a ° F JOINTS-CONCRETE PAVEMENT � W � 3/4" SQUARE BAR � 00 � � � DRIP CHANNEL I I � ° -0 LA-300 �SOLATION JOINT @ STRUCTURES N V V WALL CAPSTONE / — a �i Z ►-a STONE VENEER _ � � � ` �� — do� < � �� � � N � � 6" STONE VENEER OR CONCRETE — a ° ~ �•T� � aa a � EDGE OF CONCRETE CORE WALL - - - - A 1" 6" I 6" � 6" 1" STAINLESS STEEL TEE ANCHORS — —I I — �d AT EACH CAP STONE JOINT - - ��— - W M"'� � RAILING POST ANCHOR x � LA-301 ` ' � STONE VENEER WALL CAP STONE - SCALE 1" = 1'-0" � --� ELEVATION POOL RAILING - 18" HEIGHT CAP STONE SECTION: STONE VENEER PLANTER WALL, TYPICAL �� - � �� - / � ALE 1 2" = 1'-0" d-stone veneer lanter wall.dw � G - D AS SHOWN d ca stone dw SC / p 9 SCALE 1/2 - 1 -0 d pool railing 18.dwg p 9 OWNER/DEVELOPER � 0 VAIL RESORTS LAWN/ OR PAVERS, SEE PLAN Q DEVELOPMENT � COMPANY w AVON,COLORADO a � CAP STONE � LA-301 � 4" I � PLANTING SOIL MIX OR LAWN DESIGN AxcxITECT � �J �.���� Z � �-�� � � o �� I���I 6�� �' W ¢ _� cWi� n I 4 � `s' STAINLESS STEEL DOVETAIL _ 1. RAILING SIMILAR TO ARCHITECTURAL GUARDRAIL TYPE ONE-A. SEE z o � Z SLOTS CONT. 2' o.c. W/ — ARCH. DWGS & SPECS FOR DETAILS AND FINISH. � -' W p STAINLESS STEEL VENEER �enver, Co�orado 2. C O N T R A C T O R T O S U B M I T S H O P D R A W I N G S F O R L A Y O U T AND SPA CIN G d- `- PLANTER ; � I ` �� TIES PER SPECIFICATIONS. O F F E N C E P O S T L O C A T I O N S. � a 6" STONE VENEER 3. SMOOTH WELD ALL CONNECTIONS. I STONE LANDSCAPE CURB, AxcxITECT oF�co� SEE SPECIFICATIONS GLOVER SMITH BODE,iNc 4. ALL METAL TO BE PAINTED GALVANIZED. � SEE SPECIFICATIONS I d a � DEEP RAKE MORTAR JOINTS o�xo�c1�,o�o� 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4" I I CONCRETE @ BASE _ _ a ° , TO APPEAR LIKE A DRYSTACK WALL 6. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. ' clv�L ENGINEER Q CONTINUOUS ° a < ^ a NOTE: ALPINE ENGINEERING,INC °�-a. � VAIL,COLORADO VARIES, NOT GREATER THAN 6'-0" �a�d°p,�e�oo a a �� SEE STRUCTURAL ENGINEER S FILTER FABRIC a DRAWINGS FOR CONCRETE FOOTING L�vDSCAPEAxcxITECT MIRAFI - 140N a AND REINFORCING INFORMATION. S E GROUP ° d a BURLINGTON,VERMONT 1-1/2" SQ. TOP RAIL a STRUCTURAI.ENGINEER 1-1/2" SQ. POST SEE ARCH./ B.E./ STRUCTURAL , I I ° ° ° a F JOINTS-CONCRETE PAVEMENT r��rESw�LEYASSOCiAr�s, o DWGS. FOR SUB-BASE a a ISOLATION JOINT STRUCTURES INc M CONDITIONS, WATERPROOFING & _ a° a a <a a , LA-300 @ xousTON,TE�s 1 1/2" SQ. RAIL �' ° ° — � a C O N N E C T I O N S. ° MEcxANrc�.E�cT�c�. 1/2" SQ BAR PICKET `'' a — — a Q Q — —I I — - ABS CONSULTAN S INC CAPSTONE � � � �— DENVER,COLO O STONE VENEER —�_ _ = INTE�oR DESIGN STEEL RAILING POST, CORE � � Z w wlLS DAL�so�ATEs DRILL INTO CONCRETE, a a STONE LANDSCAPE CURB - 12 INCH LIFE SAFET'Y NON-SHRINK GROUT � W SCALE: 1 1/2" = 1'-0" d-s t o n e l a n d s c ap e c u r b-1 2 i n c h.d wg BcEx ENGINEE�NG INc Z � SECTION: STONE VENEER RETAINING WALL AR`'�A,�°L°�'D° BOTTOM OF WALL, o -� B SEE GRADING PLAN � � Q SCALE 1/2" = 1'-0" d-stone veneer retaining wall.dwg PROJECT NUMBER 05208 W � RAILING - 36" HEIGHT � � ISSUE REVISION DATE � � SCALE 1/2" = 1'-0" d-railin 36.dw � 9 9 3/4" SQUARE BAR 1. RAILING SIMILAR TO TYPE ONE-A RAILINGS. SEE POST BEYOND ARCH. DWGS & SPECS FOR DETAILS AND FINISH. 1/2" SQUARE BAR PICKET 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR LAYOUT AND SPACING OF ALL FENCE POST LOCATIONS. 3/4" SQUARE BAR —� 3. SMOOTH WELD ALL CONNECTIONS. 4. ALL METAL TO BE PAINTED GALVANIZED. CAPSTONE 5. ALL SPACES IN BETWEEN RAILING OPENINGS � STONE VENEER SHALL BE LESS THAN 4". 6. ALL COMPONENTS BY INDITAL USA OR APPROVED � RAILING POST ANCHOR EQUAL. LA-301 Q i 3" SQUARE TUBE RAILING POST ��° SECTION � CAP STONE � VARI ES LA-301 a a a I 3/4" SQUARE BAR � 01� �vlsroN #� 10/1�/0� °+°i I � 1/2" Q� HOLE IN POST FOR EQUAL EQUAL PLUG WELD TOPPER 128/35 STAINLESS STEEL DOVETAIL 4 013 xEVIS1oN #a o4/12/0� 1/2" SQUARE BAR PICKET FINISH GRADE ° I N � u� STA NLES�S STEEL VENEER SEE GRADING PLAN 009 PERMIT SET 11/17/O6 � N STONE CAP W 6" 6"� � TIES PER SPECIFICATIONS. d DECORATIVE COLLAR: 35/2 o p w � I a > � a SILICON CAULK AT BASE DECO'RATIVE COLLAR: 37/3 _ W � � � � S E S EC FECATIONS r OF POST, COLOR TO POST. 3 SQUARE TUBE WITH o x a � MATCH STONE CAP TOP CAP — - c� W � tr � ' °' a " DEEP RAKE MORTAR JOINTS a a N Z U ea o s�a-.��°o_ ° ° °a — ,; TO APPEAR LIKE A DRYSTACK WALL a a E P O X Y G R O U T 3/4" SQUARE BAR M O w eeo�oQO :o o°oa�e°_�o e e < _— I a CAPSTONE Z � °���°$��°_�° "�°• tl I I I- G a STONE VENEER � p � � ° ° � CONCRETE WALL STONE VENEER � � � — I I-1 d ° d o a �a 2 5/8" f� x 3/16" WALL METAL � RAILING POST ANCHOR � w F JOINTS-CONCRETE PAVEMENTI—I I I I ° a °a SEE STRUCTURAL ENGINEER'S a ° ° D O W E L I N 3" C O R E w p °° � ° DRILLED HOLE, FILL LA-301 Q � LA-300 ISOLATION JOINT @ STRUCTURES Q � I I � DRAWINGS FOR CONCRETE a DOWEL WITH CONCRETE � a ° �a F O O T I N G A N D R E I N F O R C I N G ° � � TO SEAL BOTTOM OF WALL, a a �a Qa ae , ° _ INFORMATION. � ° a SEE GRADING PLAN — — — _ a a NOTES: — I �— �— � LANDSCAPE 1. SMOOTH WELD ALL CONNECTIONS. ELEVATION —� 2. CONTRACTOR TO SUBMIT SHOP DETAILS DRAWINGS OF CONNECTION DETAIL. RAILING POST ANCHOR POOL RAILING - 36" HEIGHT STONE VENEER FREE STANDING WALL „ _ , „ C „ _ , „ `�- �� - � ° - � 2 - 1 - d- ool railin 36.dw SCALE 1/2 1 -0 d-free standing wall.dwg I SCALE 3 - 1 -0 d railin ost anchor.dw SCALE 1/ 0 p g g 9p 9 - LA-301 � STRAIGHT LAMB'S TONGUE HANDRAIL FITTING "S" CONCRETE WALK OR PAVERS, � - STEEL HANDRAIL, PAINTED SEE LAYOUT PLANS � ` A STEEOL C ANNELSED WITH 14'� F ISOLATION JOINT STRUCTURE G AND RAIOL NG MENTAL � LA-302 � SMOOTH WELD ALL JOINTS LA-300 � MANUFACTURER - � `° F TOP & BOTTOM 1-1/4" x 1-1/4" PAINTED Julius Blum & Co. Inc o � o a ° ,� a STEEL POST o P O Box 816 — a a a CONCRETE TREAD/RISER �_302 OF STONE STAIRS 2�_2�� SMOOTH WELD ALL JOINTS Carlstadt, NJ � o (800) 526-6293 0�oe � a a Q �� STONE STEPS N � (201) 438-6003 Fax °° o°oo a ° ° � 14 STONE TYPE TO o - OR APPROVED EQUAL - �o°� o o a M� • MATCH WALL CAP STONE STONE TREAD '0 12�� N 3/4" x 3/4" PAINTED STEEL RAIL �° �p o�•°��p 000� � ' � ti " oo°e SEE STRUCTURAL ENGINEER S 14�� 1 1/2 MORTAR BED 1-1/4" SQUARE SLEEVED MIN SMOOTH WELD ALL JOINTS � �Ja•��:� �o-o DRAWINGS FOR CONCRETE FOOTING - - - � 8" MIN. INTO CONCRETE AND REINFORCING INFORMATION ° �f � ° F TOP & BOTTOM F-� � CONRETE TREAD, � 1" x 1" PAINTED STEEL POST � � � d a � OF STONE STAIRS O SEE DETAIL E/LA-302 � SMOOTH WELD ALL JOINTS CONCRETE TREAD/RISER LA-302 1� �...� M/ c z �� �� �,� F ISOLATION JOINT STRUCTURE SEE STRUCTURAL ENGINEER'S ° F JOINTS - CONCRETE PAVEMENT �"'i O - I r ,� /// DRAWINGS FOR STRUCTURAL CONCRETE a LA-300 ISOLATION JOINT @ STRUCTURES �----� --� � ; � � LA-300 �j � o�� �, i ��,� � _ 14" � C� ° o o°O i� � / C° � ` 1/2,� o a�,a SNOW MELT TUBING, SEE MECHANICAL V rT� O GROUT SOLID W/ NON-SHRINK 2�� M I N � � a NOTES: DRAWINGS � F�i � G R O U T C O L O R T O M A T C H , � a 1. C O N T R A C T O R T O V E R I F Y N V V NUMBER OF TREADS AND � �"J ,,,,a GRANITE TREAD ° a Q Q ° oa F-� CONCRETE WALK OR PAVERS, RISERS ON THE LAYOUT AND � � � ° � SEE LAYOUT PLANS � 0 0 0 ° ° ° GRADING PLANS. SEE ARCH./ B.E./ STRUCTURAL DWGS. � 0 2. CONTRACTOR TO PROVIDE FOR SUB-BASE CONDITIONS, A NOTE � � a ° SHOP DRAWINGS FOR WATERPROOFING & CONNECTIONS. w I••� 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK -° v HANDRAILS. � � 2 ALL JOINTS TO BE WELDED AND GROUND SMOOTH � a �� a p Oo� 3. CONTRACTOR TO PROVIDE �T� � �o o - e a ._ ,o. - SEE STRUCTURAL ENGINEER'S � � 0 o DRAWINGS FOR CONCRETE FOOTING SHOP DRAWINGS ILLUSTRATING ° ° °Oa°�°�°Oo � ° �° STONE TREAD INSTALLATION. � �° 8°��°°�°° °�°�°�° AND REINFORCING INFORMATION TYPICAL ORNAMENTAL HAND F�AILING TOP & BOTTOM OF CONCRETE STAIR SECTION: STONE STAIRS TYP. G „ _ ._ ,. . SCALE 1 - 1 0 D-Typical Ornamental Stair Railing Detail dwg �. _ , ., � �� _ �_ �� d-stone stairs.dw D SCALE 1/2 1 0 SCALE 1 - 1 -0 d-top & bottom of conc stair.dwg g OWNER/DEVELOPER � AIL V RESORTS DEVELOPMENT � COMPANY TYPICAL ORNAMENTAL AvoN,coLOx�o LA-302 HAND RAILING DESIGN ARCHITECT � o � TOP OF CONCRETE STAIR EQUAL EQUAL — LA-302 �- 2�-2„ — Denver, Colorado a � CONCRETE WALK OR PAVERS, o- � ` Q ° a HANDRAIL POST SEE LAYOUT PLANS � � , ° ° � a a � AxcxITECT oF�coxD ' I TED STEEL '— oe e o e a 1'-2" GLOVER SMITH BODE,INC °� ° ° OKLAHOMA CIT'Y,OKLAHOMA a a SEALANT, COLOR TO MATCH C 14" CONCRETE TREAD a ° �° �� � CONCRETE. CREATE POSITIVE LA-302 W� 6" RISER = o� d e_o _� � e o ° � �� e , a a ALPINE ENG NE�NG,INc d DRIANAGE AWAY FROM POST. � ° � a �. � vr�L,coLO�o a �� °� p o a a ° FINISH GRADE E HANDRAIL POST ANCHOR o�O ° �.o � � �— °� o o � ° a a �DSCAPE ARCxITECr a — _ CONCRETE TREAD & RISER LA-302 ° , � e o — I � o..Q' ° ^ - s E GROUP 2�_$�� o � ° � I_ o o •°= o � o BURLINGTON,VERMONT a a � — e e - ° -� �' — < — � — I STRUCTURAL ENGINEER r 2�-��� � - - a° a a : �a � a ° °�-° °_o o - COMPACTED _ °� < �� I I—I I I ��ES w�LEY Assoc�TES, I � CONCRETE FOOTING BEYOND � � a` EPDXY GROUT ' �—I I I—I I I—I I �- CRUSHED = °°° ° o xousTON,TE�s � - - - - - I I - - - - - - - a aa ° a GRAVEL _ o ,a oo — a ° a °-° MECHANICAL ELECTRICAL I I I � B STONE VENEER � °�° ° INSTALL SLEEVE TO NOTES: p o o < — PLUMSING ENGINEEx I I I _, a ° 1. CONTRACTOR TO VERIFY BOTTOM OF CONCRETE STAIR, TYP. _ o — ABS coNSULT�rTS INc I I I `- LA-301 R E T A I N I N G W A L L a ° a a A C C E P T H A N D R A I L P O S T. NUMBER OF TREADS AND LA-302 - �� � ° o DENVER,coLOxADo I I - - - - - - - a a ° a a a COORDINATE SLEEVE INSTALLATION RISERS ON THE LAYOUT AND �° � � — INTEiuoR DESIGN I a ° ° a a W/ SNOWMELT LAYOUT, SEE � - ��ILSON&AssoclATEs � - - - - - CAP STONE FLAMED FINISH a a a a MECHANICAL DRAWINGS GRADING PLANS. - �o ._o do 0 0 _ DAL�s,� � ,- - - - - O N T O P W/ R O C K F A C E O N E D G E S a a a 0 2. C O N T R A C T O R T O P R O V I D E , ° S H O P D R A W I N G S F O R SEE STRUCTURAL ENGINEER S � � � � � � � �—, BCER ENGINEERING INC L � 1/4" 1/4" � DRAWINGS FOR CONCRETE FOOTING � � LIFE sAFE� � a a �� H A N D R A I L S. AND REINFORCING INFORMATION ARV�A,coLO�Do d a � 2 LIGHT FIXTURE a O ° REFER TO LIGHTING PLAN FOR FIXTURE SPECS AND MOUNTING DETAILS PROJECT NUMBER 05208 �� � Q HANDRAIL POST ANCHOR SECTION: CONCRETE STAIRS, TYP. ISSUE REVISION DATE .� �� _ � �� v �� — � �� d-concrete stairs dw E _ a SCALE 3 1 0 d-handrail post anchor.dwg SCALE: �/2 - � -� 9 z w � CONCRETE PAVERS LIGHT POLE j � REFER TO LIGHTING PLAN FOR POLE �O SPECS AND MC�LINTING DETAILS �� ISOLATION JOINT STRUCTURE � INSTALL BASE PLATE AND ANCHOR LA-300 � BOLTS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. TOP VIEW a a a CAP STONE FLAMED FINISH a � ��� � 4" ON TOP & CHAMFER W/ ROCK FACE ° STONE TREAD ON VERTICAL EDGES a ° a � -, DRIP CHANNEL, SEE DETAIL E/LA-301 � ° a � a° ° � Q N - I � " I � �� ° � ° � aa �J � � � � ° � B STONEVENEER °� ���o � °����� ° 1/2 14 14 14 6 ois REVISION#6 os/1o/o� � d- � a �� .. �� „ � �' �° � LA-301 RETAINING WALL ��8"wasH 4 013 xEV1s1oN#4 o4/1z/o� G al � � a � STAINLESS STEEL DOVETAIL _ ° ��2�� • 009 PERMIT SET 11/17/O6 a ��8 WASH CONCRETE RISER AND TREAD uj I � e° I SLOTS CONT. 2' o.c W/ 16�� � ° �� ��2�� w � ° � STAINLESS STEEL VENEER STONE TREAD �� 1/2 RADIUS ON NOSE j j ° a� � TIES PER SPECIFICATIONS 14�� d � a � a° • �/s°WASH �/2 �� �° 6" STONE VENEER �/ "WASH F �SOLATION JOINT STRUCTURE FINISH GRADE, SEE � y a a° I _ T T _ T _ _ SEE SPECIFICATIONS ° `b a � �� „ #4 REBAR TYP GRADING PLAN . 6"' 1' " ° 6"° DEEP RAKE MORTAR JOINTS LA-300 a a a 8 WASH ' - a a . � TO APPEAR LIKE A DRYSTACK WALL � °a° ° a a e, a =ITi=�I 1=�j�_�j�_� a 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 STONE SHELF BEYOND - I I 1=1 I 1=1 I I-I I 1=1 I 1=1 I 1=1 I I CO � a I 1=i I 1=1I 1=1 I 1=1 a2'-6�� � ° I-I I 1=1 I 1=1I 1=1I 1=1I 1=1I1=1 PLANTING SOIL MIX � a —I I�—I I I—I I I—I I " a a � I(I—I I I—I I I—I i I—I I I—I I I—I I I 4 Q � d Q —I I I—I I�—I I I a � I—I I I—I I I—I I I—I I I—I I I—I I I—I I I-I I 1=1I 1=1I I a ° - - - - - - NOTE: a °N � � a a a SNOW MELT TUBING, SEE =11I-II 1=111= ° a ° � , 1=111=11I�II1=1I1=1I1=111=1 SEE STRUCTURAL ENGINEER'S � � — — !=111=111-III ° � 111=111=111=111=111=111=111 '1 1=1 1 1-1 1 1- a a 1-1 1 1-1 1 1=1 1 1-I I I-1 1 1=1 11=1 DRAWINGS FOR CONCRETE FOOTING a � a � ° a a MECHANICAL DRAWINGS �I I I a a ,° o a Qa - 1=1It ttt�i 1-1 AND REINFORCWG INFORMATION ° a 1= 1=1 I 1=1 I I-I I 1=1 I 1=1 o a -I I I a o � ° °d a d a I I I—I I I—I I I—I I I—I I I , O a a o - � ° ° ° � I-I I i-I I I-I I I-I I I- FOOTING BEYOND ° � o� o��O° ° ° NOTE I I---�_ , ,-_ _ _° - -- I°I H--ttt�-i 1=i - o -���-���-���-���_���-���- °°� ° �8 a 4 a Oa � °•° ° �o ° SEE STRUCTURAL ENGINEER'S LANDSCAPE 'i I-1 I i— SECTION � � DRAWINGS FOR CONCRETE AND REINFORCING INFORMATION DETAILS � STONE ENTRY PIER TOP & BOTTOM OF STONE STAIR 14" CONCRETE TREAD W/ 6" RISER H .. _ . „ SCALE 1/2 - 1 -0 d-stone entry pier dwg „ _ , „ �j F _ S C A L E 1" = 1'-0" d-c o n c r e t e r SCALE 1 - 1 -0 D Top & Bottom Of Stone Stair dwg t ead dwg LA-302 � � C 6'-0" F POOL RAILING 2"x8" LINTEL NOTES: 1) LINTELS TO BE WESTERN RED CEDAR, LA-301 36" HEIGHT 6"x8" GALVANIZED PAINTED 1'-0" 4'-0" 1'-0" SELF-CLOSING �-- � STEEL BOX BEAM, PAINTED 2) EXPOSED FASTENERS TO BE STAINLESS HEAVY DUTY HINGE 10"x7' PLAIN, ROUND STEEL TOPPER: 128/35 WORTHINGTONCAST COLUMN 3) PAINT ALL WOOD WITH 3 COATS - USE _ �,- -�-�-� - - - BY WORTHINGTON BUILDING WINDOW COLOR "SW 6070 - , , � , ' ��' (www.worthingtonmillwork.com) HERON PLUME" BY SHERWIN WILLIAMS - „ �- i i;{ � � �- � �' �- T, - �, � ' N SATIN FINISH. 3/4 SQUARE BAR � � �� ' � , +_ � OR APPROVED EQUAL WIRE CLOTH ON INSIDE OF � � � � 4) ALL ADHESIVES TO BE WEATHERPROOF. - ; -- : � -- � �' _ � y 4 � � y-' � �J ti� y J T� Ti i �-I , i � -i i - -r -�J GATE, STEEL .120 DIA. WIRE, _- - __i ; �-�± -r�_�,� , � J- i�� i�_�-- + 1-, ��F i � ��-F, i ' I I 1/2" O.C., GALVANIZED & 1 � ; � � ' -� � - - ' -+ �-j -a-' � rt PAINTED BLACK ' _ _' I �' T � ' * - , --,--, - -+---; , � ' — ——�— — — � — 't —— �—'— —i— '�, i I —r— ' I_ � � 1� � -y-� I y McNICHOLS OR APPROVED EQ. � -� - � - - i � � � a _� � f_ �� � _ I ' ~ --� � 1 r 1— � ELECTRIC CARD READER � � � � , � ,'-,; ��--, i� ��i � ; J � � a o r , SECTION MOUNTED MIN. 54" ABOVE - �, ' i ' T�-�-� _{_, ,y ' �� �-+-� _ _ �� Z � FINISHED GRADE ON ,T � ' , Ti�-, T'' ; �- ry � " a 1 a F ,, � � � � � � ' � � , ° ` � � � �' �, OUTSIDE OF GATE -a-; -- -�-- ,-� +-,�-� - - a--� -, � � , -�� -- � - , , T � �-� � -� -� t � -,, , -{-- � �� / i I � `',� , � � ��` %�� _ \, �� 3/4" SQUARE BAR � - ---� ;a=+-�--}_+-� ���~ ,_� fi,-'- - -�,�; �-, - , t� r' �� �-+ �'-;� ' �� �� �'��+ � X \ , � ;t' � � rt -��, --, � ,-rt ��` `` � /� - ��', /9 �, Y�� � ; � � �'� , '� _ j-�'t�� �T' �`'� �_, � ��J ��-'��', �' � T�y�� `{,-j� � r---a�-;t � �� � y-�-r �� ' ,% ' ,' � � `, I`� \1 / i� ' '�-' _+_' - ' � Ty '] ' i ��'=�f i f 1- ,- '-f-r �� �� � � ,` (,' _ �' �.,� � T ` �' l, i ,._ � , � I , f , DECORATIVE FIXED PULL � -� t�-r- �- ;� -�-!�- -1_._._-,-� ' '�` � ,- ;-` ,- - � -��- � ��.�J J J.i ,� !y "`/ 'L!r \� ��,li`' � I I `��� J \�r�l�T,. ,��� �'L�j' f Qi, I�_' �'i4// ���`�7� N T ID I � � �- ��y�-+ �-�+L �' I ��, J i� 7 i��l.-I� T'��7� {Ti-I�-JI-' ��_� " �,. '� .� � � 1/� 1-T � I I 1�- �-f� � I-t �l�l � � � ���c.�vc..�.�c.:..`�5•��v.,� I .,.`1..�.. ..:y.'.. -e%�y..., �v.,yy w .7 w - 1 1 I I � I � I�-' _� �y ' � I ' � ' t� I I- j I i I� - I ' I � � I I O O OU S E OF GATE I I � { � � r- ^ t-i 7 i� - -r � � -r� L _ iT� ' � � � � �'t� ,� ' -'-;T' � ' --+-' �- -��r — \\ —- - � I- -�_!_f 1� -r'+� i�-s-?-� I� i T-' ' � , �--�� - ,__ � � _, PANIC BAR ON INSIDE OF �- L -' -T�- ' � � �+r � ��-�� ��� '�-� -�� � �-E� � �--=-- � ' Cn ' � � -� I I '-'-!� _'i-� -��-_. '_-���-r i���- --�-��--'_' �,-�!;�-1� "��I ' ; �-�Ti GATEMOUNTED401/4° T_ ' 1 � � � a ,._:_,��;- =- �T; - ,r�T.�-- +� -1 �,r---i. � ,t �,� -� , ;' 1=;�-;-; , ' V O i� �� ;+ i� 7—r i 1�t�i i�i� � i � � �ri � i � I�i �1 i�t ��— i� � ELEVATI ON ABOVE FINISH GRADE. , _ �_ ?; - ' � �_7_ -,�_�,- �--�� , �, ; ;-"� - -, '�--1 �; � r�� ;r_ ' '� � '� , +-7-��; i -�-- -�-I �-r -I-,�a-�-'�-� �-!--.-,-r+ r�'tD�. -��-' � � ,-� � -a- -�-�-+-;� O I �� J � � � �_�_ �-T _�_ � I ' j�_ � �y i yl[I ITr� r_t _i _ HOOVER FENCE CO. D-6004 _ _ -�_+� � -�±;_, _r� fi,-;�_, � y_-r,_, ��� � , i ;� , � _� � r � �- N V U CAST COLUMN � DETEX SURFACE MOUNT _ _ �, � •- ��J-' '� � , - �-{ � � + �-�-� �;-�-'-� �; ; ; ��-y �- '�-' I � _ L -- - - - - - -- t �, _� � - ^ a ;� -;- -�-�-� F"�- '-i •' I-�1 i I� � ' r�T��' t (� a Z � �� � �� � �� EXIT BAR OR APPROVED E . �� _ , � � T! _ _�' � � , Q -; 1 -4 5-3 1 -4 2��x8" LINTEL I ��; �� -� � �1 t � r�-�� Tr ;��-t,; T,{ � r_, � � � �� � ^/ { � c� h -- POST: 3" SQUARE TUBE WITH ; , ",- ; _' -�-�� �� �; ;-,- -" �-,'- ;-'--, ; �,�-�-� �-I-,-,� - �- -r- -'_� ' Fi� • �` 6"x8" GALVANIZED STEEL TOP CAP � __ _ '� _ �'�� __ ' - A � �� „ BOX BEAM, PAINTED � ,- -; � H 2 X8 LINTEL � � �y�' � �-;--�--- �--+-{-;�- y ' ;�-, ' '�T I � � � � r� i � W \ EDGE OF CONCRETE WALL � , - - , ,T,�,-, - , �; ' ��, � - _ _ _ '� _ _�' ' ' � -� � � I (f) �,� 5�� � �� �� � T!� - ,� -,� �- ' 1--t-1� --; -�-� +; - -- � � y� � 6 x8 GALVANIZED STEEL _ - _ _ ' � I x �T� I �` F+i — —+ —r� i� —r� ' — ' — ri —1—t I — — � —— � � -- BOX BEAM, PAINTED - - - - - � - -?-� r - ' � , , � ; � � � 10 x7 PLAIN, ROUND I �-- l �-,=h �, � - � - ,� ' � I �� � \ 1/2" SQUARE BAR PICKET � � � �� -� �'J � , � -� - - '� �-:-��-n ; � -� � � WORTHINGTONCAST COLUMN _ � i " __ _ � BY WORTHINGTON � ; ���_ � , _�, , ' � � � _ � _,_� � , , I -�- � � �_r -�� , _+ � ' -� � I , -1- ��'- � -- ' - Y - � � � • (www.worthingtonmillwork.com) ELEVATION R2� DECORATIVE COLLAR: 35/2 ' ' � ; r�--�' � , ' _ _ ' - � T ' - I OR APPROVED EQUAL _ ' _ ' ' ' I I , -, � � ; ,� -; � - -•- -,� �� ' ' ' ' �' �' - ,� , , OWNER/DEVELOPER , � B PRECAST CONCRETE PAVERS ��• � ' -�-i � ' ' -'�-, - -�- , -� �� T�-� � �, '=; �� I � DECORATIVE COLLAR. 37/3 � � , , �� ; ' �; �'-' � ' I VAIL RESORTS LA-300 OVER STRUCTURE � � _ -�T - a-� ,--� -,-�- � - -, '-,� ;�T � �� � ' � T, � _ � y J 1~ � � t- Ti-L � � _ _ _ � _ _ —r—F— � , - � _ ' � � � ��� �;- � � �' � _ � DEVELOPMENT � E STONE LANDSCAPE CURB STEEL ANCHORS. BOLT TO �- — — — � -� � J � _ ' � � t, t ---� �- -� � � — — E STONE LANDSCAPE CURB - CONCRETE WALL, WELD COMPANY I I ' I AVON COLORADO LA-300 - cv > LA-300 TO GATE SUPPORT POST � ° � � K PLANTER DRAIN OVER � �� � �' ' � � �' �� � `' c9 3/4" SQUARE BAR � � �_3p0 STRUCTURE DESIGN ARCHITECT � > , < � _ � � � � \ � �=� \ � ,��,. ��- � -� �� �,� f,::,, ;" , ` ��� x��� '- FILTER FABRIC FINISHED GRADE NOTES: � � ��� � �, �' '�, / ��,��� � � 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK. � � \\1 i �� �\i% �. �'%' �`:� �! � .., y�.y .��y ��,�.�.�� �r=..ti� �.� SEE ARCH / B E./ STRUCTURAL 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. . � DWGS. FOR SUB-BASE CONDITIONS, 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE ASSEMBLY, LAYOUT, ATTACHMENT TO STEEL POST, AUTOMATIC CLOSING a a � WATERPROOFING & GATE SWING MECHANISM, LOCKING MECHANISM FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. �enver, Co�orado � - - - - - - - — ANCHORING CONNECTIONS. 4. ALL GATE DIMENSIONS & COMPONENTS NEED TO COMPLY WITH STATE OF COLORADO & LOCAL POOL CODES. SEE ARCH./ B.E./ STRUCTURAL 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4" ARCHITECT OF RECORD DWGS. FOR SUB-BASE CONDITIONS, - - \ 6. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. Gr.ovER s�Tx BoDE,INc ° ° ° ° ° ° a a a ` ep e ° °° a ° a° b� °e a a < ° VVATERPROOFING & CONNECTIONS. � 5� ' o�xoMA c1�,oi�r_AIio� < < a a < ° ` ° ° ` ° ° °° ° ° °� ° ` ° ° �P� 60° 6' POOL GATE FLUSH MOUNTED LIGHT A ,� _ � �� � cIVIL ENGiNEEx FIXTURE, SEE LIGHTING 15° SCALE: 1 1/2 - 1 -0 d-pool gate 6 .dwg Ar.PINE ENGINEE�NG,INC PLANS vA1L,coLO�o S E CT I O N P LAN LANDSCAPE ARCHITECT S E GROUP P E RG O LA BURLINGTON,VERMONT C �� _ , �� _ STRUCTURAi,ENGINEER SCALE 1/2 - 1 -0 Q d pergola.dwg HAYNES WHALEY ASSOCIATES, INC HOUSTON,TE�iAS G POOL RAILING 8'-0" MECHANICAL ELECTRICAL LA-301 �8�� HEIGHT PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO 2'-0" 4�_p�� 2'-0" SELF-CLOSING INTERIOR DESIGN TOPPER: 128/35 HEAVY DUTY HINGE wlLSON&AssocrATEs DALLAS,T'X LIFE SAFETY � �-f- ,��-� -' - i I -'-�-; BCER ENGINEERING INC � ' - i y- ARVADA,COLORADO � I �y.� I_ ��� �I� I 1 {_ _ `_fy__7 �_I_ ' .�� 1 -'-7 3/4" SQUARE BAR � '-� �� , ' � J , �� T, �, � ' - � f - �-r �-� �-;- ' - ;�-�--I CV ELECTRIC CARD READER ���� � -� ��� � , , � � �T �-i-�� y � ��� + ' -�-�T � � ' ~ ,'-' �' ��+ Q MOUNTED MIN. 54" ABOVE t , _ PROJECT NuMBER oszos � i � i i � ; -� ' � i i � i ' � i � i i i i � FINISHED GRADE ON ,�, ' , � -, -a ;-��-T, ' � � T; �� - ,;�� - �; � � � _,_,�_,_,�- � ' ; ;- T-� � IssvE �vlsloN DATE OUTSIDEOFGATE - � - ' T' , �' ' � '� � � r �- �� _ �� ' � '�' �' ' � ` ' _ � T1 -j i ' -�-j ' � �t � ;� '-r�j-�-' ' - r' 7 y l � +-� �r� �i ' � ' -I � - - I i i � � � NOTES: ' ;' ' ' ' �- , - WIRE CLOTH ON INSIDE OF GATE, � , ' -' � +�" � ' � , - f- ��;J -� � !� - - �~�-t �-'- � � � � � ' � ' �- '� � r 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK. „ -��-. , -�- ,Y � , � - - ' ��; -',- ; � +�r�-� ;�1 ,�,T-, -;�-, }- ' �T 2 ALL JOINTS TO BE WELDED AND GROUND SMOOTH. STEEL .120 DIA. WIRE, 1/2 O.C., � fi� � � � __ � � � � GALVANIZED & PAINTED BLACK �-� -�+� T � � � �, � , ' ' -��� � � �� � - � -7-'-� � �- i � - -', 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE ASSEMBLY LAYOUT �' � t'� � -- � -'- ;- '=r � ' � � T' ��' � �- �' � -� -� �-� - ' � -� -;- ' ' McNICHOLS OR APPROVED EQ. ;�_ � � y �l- -�-I� � T-� '� � �_,_ � ' � ' �` ' ATTACHMENT TO STEEL POST AUTOMATIC CLOSING SWING MECHANISM, LOCKING ' ' '� ' ' 'T' � ' � T' ' � � � ���� - �- - � -- �- - - ' ' � ' � ' - �'' �'� MECHANISM FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. DECORATIVE FIXED PULL �~ �-.--r �- , - � �- ;r � � � r I t �� � � � � �f ; ; , � , �y, �-.� -� ' � ' - fi--; ;+ -i ; + �- ��- �- 4. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN �1". ON OUTSIDE OF GATE � - -;- � 1- '- - �� ��--�-- „- ' - -�-�* '�J-� �� ' � _ � �, � G � , - � f--- � i-�- _'�Y '- r � 1 1_' T4__ - -1-1 _ i � �-t- - -•�-�� y-- �-�- -=1-� { �}-; -� 5. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. _ _ � �-;-�_ � � -� ; � _ , � � � � - � � � ' � _ _ _ 4'-0" PANIC BAR ON INSIDE OF - �, --� , 1+ — � � ; -�; �-- ; , _ �-,-� - + ; - -- � - ��- a 7 -- ;--a , �- --� � -t ��t"� T �t'� � -a- � ' - a -� -r-1 - -�- -i- -� ' -�- --' ,- -� - --,- GATE MOUNTED 40 1/4" I '- � -� - ,-; ' � ; � �- r, _+ - � - � � r �- -� ,- ' I ABOVE FINISH GRADE. -+ �f � H ' ' ' -� ' ' 'J ' ' � ' � � � � HOOVER FENCE CO. D-6004 I � ' � � J - � -� T ' -� - -t ''�, --- �T-�-�- - - - -' � � - - � � - I DETEX SURFACE MOUNT ' ~- � '-' �-' ' _ �^ ' � � - i -+T� � � ' l� r � r— � --I �— i � � � , � � , , _ � '� � EXIT BAR OR APPROVED EQ. I �-r �-, - ; �- ' �-+,�-' ;;_ � � , �' � �' ' � i I ° J �� � _�_� � t�_ � ' ' � ; --I-� ' r -�- -+ -, ' �- 7-;- 1--'' - ' ' - '-� ' 11 I i � I I� �i i I ' �T 1�1� -y I � -� - - - '�_'� � 'J 'T t � - � �t � TOPPER: 128/35 1/2 SQUARE BAR PICKET - - �, � , 3/4 SQUARE BAR SELF-CLOSING �±�� ��* _ -,-� �,� -� _ � � � -,� _ �� _ _ � �� ' T 11 i -7 -I , y i i i �-i� �t r , �-r� I n J�T r� _iT i i �I �1 � - �- -� � I � �'- -�- -�--� �-�- �-r- i- I EDGE OF CONCRETE WALL - � � -' ` ' � - T �' +�` 't�r � i � HEAVY DUTY HINGE � � ' � �_�-��� -�-'� ��, , - ' , � -, ,- - + _- �� � +� �� � ��, , -- � � 01� x�vlsloN #� 10/19/07 C° STEEL ANCHORS. BOLT TO � — — - -`- ' �� - 1 - � � - +��' T� ; ' -t ' ' � f - � -r' F ' -T ' — — — �� SELF-LATCHING HANDLE � � I ' -'-' - �, F- �rt� � ' � �' � � �' � � � � � ' �' �- ' � � - I s o1s �vlsloN#� os/1o/o� � � CONCRETE WALL, WELD I '-' � -�� � i~ - -T= � � ,+�-; ', - � t -�---+� ' - + '; � r '^ �� _ � � -,�- -� � _ I I � � TO GATE SUPPORT POST � -� - -�, _ � _ � I � � � � � q, 013 REVISION#4 04/12/07 *-I-i � ' � -rT�� h, �r, ,� -t -� � I'�- � r-- PT: 3 TUBE WITH � � , -r-�--- �-� � - - -', - �,-i� - / / �S " � � + ±� 7 � � � T'- �'���-� � �- 'T� ~ ~ ,—��—� � � 009 PERMIT SET 11 17 06 —I � � i�l TI � � � � I--I '� —�— N —tt TO P CAP -- ' � �-, �y �'_ �' � -�' � t � - i- T t � -- - � - -T�' _ - � -t � �' -- -� � f � � -� � F �- --� -,--��--��- ;� � - - ��, ' I � � -1� - �-' i i i � � _ i i �F_ I_ � T i�j� i i i� __���� � F ^� �J� �� �TY� i � ~__'_ �f i- -t - -� =L7� � -1 -I �I 'I i - -Y- i i i i Jti �] i TI � 1 � �-� �-� �l � ~ � I ��I � �- ' I I ' 1 �� 'rt7 �, � �� I I I i -�iT�- I r I � T� � DECORATIVE COLLAR: 35/2 �-�-' - - � - � , ; ' i - -� ' , - '� � -'-' ; I ( � _ _ _ ; _ _ t JJ __ -� - i � ��-I � - i '�y I ROSETTE: ART 26/C1 � +-- �' '�-- -; - '� � ' ' ^ ' ~ � ' - "' _ T' ,- i � � ; '� � � � � ° DECORATIVE COLLAR: 37/3 ' � � -r -' �' -� � — — — C` — T — — h—�— —'—� —� Y� �—r—�—r��—E � ——t 1—r} _ � �� i � � � — — � j` � �- - 7'+i - - ' -�' � --- - - - ��� '��'-�_ �' _- - - -r�-�- -� � - -i - -�- ' � T' -+ -,- 1/2" SQUARE BAR PICKET `� �' c� M I POST: 3" SQUARE TUBE WITH N r TOP CAP 3/4" SQUARE BAR � 3/4" SQUARE BAR NOTES. SEE ARCH./ B.E./ � FINISHED GRADE 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK. STRUCTURAL DWGS. FOR 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. SUB-BASE CONDITIONS, SEE ARCH./ B.E./ STRUCTURAL 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE ASSEMBLY, LAYOUT, ATTACHMENT TO STEEL POST, AUTOMATIC CLOSING WATERPROOFING & GATE DWGS. FOR SUB-BASE CONDITIONS, SWING MECHANISM, LOCKING MECHANISM FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. ANCHORING CONNECTIONS. WATERPROOFING & GATE 4. ALL GATE DIMENSIONS & COMPONENTS NEED TO COMPLY WITH STATE OF COLORADO & LOCAL POOL CODES. LANDSCAPE N ANCHORING CONNECTIONS. 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4" DETAILS � 6 ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. � 4' PATIO GATE 8' POOL GATE D „ _ , ., R „ _ . ,. , SCALE: 1 1/2 - 1 -0 d- atio ate.dw V SCALE 1 1/2 - 1 -0 d- ool ate 8 .dw p g g p g g LA-303 / C PQOLDECK EXPANSION J�INT PLAZA PLANTING BED WALL STEPS WALL RAMP WALL PLANTER WALL HOT TUB PLAZA BETWEEN ADJACENT WALL OR POOL DECK 3/8" M�RTAR JDINT, TYP I CAL STONE COPING Q G PQOL RAILING - LA-301 18" HEIGHT F POOL RAILING - LA-301 3fi" HEIGHT A ST�NE VENEER TW 8138.{l PLANTER WALL HOT TUB, SEE SHEET W1 2 LA-301 � � � PLAN - STUNE COPING B STONE VENEER °\, ° � Z Pa4L DECK � ' � � , RETAINING WALL a�`� �`, ,,�'f' .% g PRE-CAST CONCRETE PAVERS ~ f � LA-301 �, � �' Q' EXPANSION JOINT E '�f ����`1�' ' � ` � '>> �� �� 1" -°=°� LA-300 4VER STRUCTURE t � t �;� f/� 1��,,�'�..�� , TW 8136.Q �f � STONE LANDSCAPE t � � � �'� +���� ��� �� � , \;` �, �t f t �v, BETWEEN ADJACENT CURB �� `, � `f ? �, �-F' �% < =v�''= - WALL OR PO�L DECK LA-30� �; , , � . < � � 1 t; � j`irt r , ,, i` l ���' �� �;x/;I � /i , � < '` � , ,,, �� >> � , , - � � «-�" ' FINISH GRADE, SEE GRADING PLAN 14" t`���� , �, �,i��"� ; -�; TW 8134.5 <` y' � • e � O SLOPE Tb 2" STQNE COPING SEE � ' _ � :'� _j -L� ° - ` a - a � � � B PRECAST CQNCRETE PAVERS 1- ��= `� `�' s 1 � a • � < ° °� — � r � (j� V DRAIN,��vF SPECIFICATI�NS r .s ' � F, Y` '��, E ` `�, `��;: , ; � �< � a ° `< ' r p LA-300 OVER STRUCTURE � � ,- ; , , , . :�� ;, 1, 4 � a < 1 �/ / / q., � 1 �\ �a � � ` �; r,..-C � � 1� y/'=7. � i`y�� i'} 1 � d �°' d r d ° ° ' l� � R 1 '� k ^�l��'IM� `�\ t E �l l�'; ! �'�..� � _ 1 I I a o d ° �a a ' O m ���`����,����L�;�`,,�::,�`w.���`,���,-���-��`��-��_ =�.=�-. � SEEARCHITECT'S DWGS a � a < �� Q ' N � � • � FINISHED GRADE, V,� � � � . ° SEE GRADING PLAN ~�� ' , � . � � , , � -f . ,, , I° F4R WALL & f a . '•- •.�...'�.�..--. , ��� ° � _ a e d �-1 4 S On � d ' "V " �R-FRI�6RItll}�T�@ o � i• < �"'� Z M..� � � — —T '�° . �, � . a a °p a• eda � o e A , a ad ��,/ W � 'd �d a " ' WATERLINE a . W d a a I P e � WATERLINE TILE < °� °� ° °°a ° a , ° PQOL STRUCTURE BY ° � � ° a � �� � ° d �e —n� e � � a� � ° ° � .� � ~ ° e d d a oa a ° d a a o a � ' POfJL GC�NTRACT(3R � � � ` � < ' a , . � v .a < a Q a R d ° � d � d � a a K PLANTER DRAIN a° d o ` � °e �� a � �4e `° � ` a ° a d� �d � � ° ' Q �" �EE ARCH / B.E./ STRUCTURAL DWGS. j� . � °° FOR SUB-BASE CONDITI�NS, � 4 a LA-3�� OVER STRUCTU RE . ° ° °a a < 4° � < WATERPR�OFING & C�NNECTIONS. SECTION STONE CQPING WITH WATERLINE TILES SECTIC�N A C)���]F:R/DF:VF:I.�����:x D SCALE 1" = 1'-Q" d- ool co in dw � SCALE 1/2" = 1'-0" s-section a.dwg � � p p g g Vl°�IL RES(7RTS DEVELC7PiVIENT C(�I�IPANY RETAINING WALL ��vc��v,c,c�i.c�x��oc� FQUNTAIN SPITTERS, REFER TO PO4L DESIGNER'S DRAWINGS F(JUNTAIN ��f:SicT�v ��xc.HiT�.c.T ST�NE SCUPPER B STONE VENEER FOUNTAIN COPING LA-341 RETAINING WALL 2 0 HOT TUB � ` E ST�NE LANDSCAPE CURB �( �� ��' � % 1 Q ' Denver, Colarado 3 o �,_3„ �,_ „ �._3,. �,_3„ o LA-300 \�� � 1�ti8 ��� 0 o I ` ;; � � � , � f,��`� fr�� �xc.HlTf.c.T c�F� x�:c.c�xo PRE-CAST G�NCRETE � I � � ��i � f�`� � � �� / � crL��vF:x 5.�iiTU�t����.,i�v�. � g � . � ,` iy � t � �� 1�`f� r OKI.�1--IO.\i 1(,1TY,C)KI.1HO��irl _ �_ PAVERS �VER STRUCTURE ,� � f � 1 ��--� � : � �� \i ', � f 1�` �/ , A ST�NE VENEER 3 0� � � �\ , #. ° ; I I �� i i `\� � t `/i�` PLANTER WALL c,ivil. F:�vcTiv�:�:x �.�=�� �� � a f � � � f �-��� �I.P111E's E:'�lU1�IFiFiR1'V(7,1'�1(. � �_ � '�;;�?�- ���"�,,. � t - - � -'=`- _- 1� , , � ` $ J�. ��'J � �_ �� �� � ��., �� � � / � /'' V°111.,(,C)I.OR�DC) � � , � " ,. � ° j `� � �� t �, �,� ' �°a a ' � � � \ a � ,�'� �, �;� I.`1'�l[�5( `LP�: `�R(,I--II�l'�iC,'1' � FINISH GRADE � ' < � ' 4 � a �'-- ' �/ p 5 f,c7xc���l� �o ,, o ' I , < �� S ° '� � ' , � ,' � ,`�� //'— B PRE-CAST CONCRETE PAVERS i���xi.i�vcTTVV,vf:x.�ic��vT '0 �6�./ � � SEE GRADING PLAN — - a � , �C� ," - ° < � . � / � \/ � O• a . �T � . �E a , QVER STRUGTURE ° �` a ° , � -• � , , ° ,� TW 8133.5 LA-300 `° ,'p . , '., • f � ( 5'I'R(�t.Tl!R�1L Ei'�1(Tl'�]E:E:R -�—.� ' , < , o , � < i � ., �. °a '� _ ✓.�,�.--�� H�Y'�]F:5�k'H 1I.F:Y 15SO(,11Tf?5, a ° �' Q � • , � . • , , , .. , a r <I d n � r J l+�� ( a ,4 ^ , a a • � ' , a ` � a i dv I J'"I���!�1����T�:}��� �� FINISH GRADE, � � � ° � a d ' / ° � SEE ARCH./ B.E./ STRUCTURAL DWGS. d - d 9 a � " �,a , , ° — ° SEE GRADING PLAN ��t�:c,H�vic.�l_ F:i.F:c,�rxic,li. 4�ppo �p�� a 4 q a �»5 c,c��v5��i:r��vn i�vc a n d � �—'-i�— 1�1���1,I1J1��7 C:V�71 Vl:i:f\ FQR SUB-BASE CONDITIONS, a 4 a < , , u�:�vv�.x,c.c�i.c�x��uc� WATERPRO�FING & C�NNECTIONS. , ° e ` ° d ° �4 ° °° a , .r. a d e a � a a a d o � 1�1�;H1��H t��:�1�T� ° ° ° a K pLANTER DRAI N 1�'1I.5()'�] & =155C)( 1�1TE.5 Q Q �q_3�a �VER STRUCTURE i���i-i-��5,�+ I.ii��.5�t��.�� LOW DENSITY FOAM �c,F:x F.�vc7iv�.F:xi�c7 i�c, / � SECTION B ��x�>>��r�,�.t�l.��x������ � SCALE 1/2" = 1'-�" s-section b.dwg PRC)J F:(,T 1]l�A413F:R 052U8 1SSt!F: KE:V151()'�l D�1Tfi � � PLAN � RETAINING WALL F�UN AIN & � FQUNTAIN SPITTER, H�T TUB SEE PtJOL DESIGNER'S DR/�WINGS F�UNTAIN C�PING P40L P��L DECK HUT TUB FQUNTAIN PLANTER WALLS PLAZA STONE SCUPPER TILE - SEE SPEGS N 1'-3" 1'-3" 1'-3" 1'-3" H�T TUB B � STONE VENEER �, Ft7UNTAIN SPITTERS, SEE PO�L ,1 ' ', � � ' LA-301 RETAINING WALL - DESIGNER'S DRAWINGS � B PRE-CAST CONCRETE PAVERS /f �'� � ��1�� xF:viSic» #� ia/i��/o? WATERLINE TILE //= RETAINING WALL BEYOND ��1� xF:viSic��v #r� os/io/o� LA-300 OVER STRUCTURE � I � s FOUNTAIN COPING 8136.10 : � c� � I� I U � 4 oi3 xF:viSic��v #a- c�a-/iz/o� — STdNE SCUPPER, � COPING 8134.5 � � a �� " '°` STONE VENEER ��c��� I�F:xAtIT SHT 11/1�/a�� 5 L�CATI�NS If I LA-301 PLANTER WALL ___ _ _ __ _ ____ _ _ _ _ _ DRIP CHANNEL, SEE a I��I � . � � D ETAI L E/LA-301 � d <'N I _ ^'^— — — —'^ � �— a— '�' Q � °I a f TW 8133.5 ° a ° < HQT TUB, a ° , a ° °I 5�- ��-�,� B PRE-CAST CONCRETE �° ` SEE SHEET W1.1 < � ` ° 4 � � ' ',�w;.,� •� o � � LA-300 PAVERS OVER STRUCTURE P�J4L, �, ° °° , _. . _ . _. .. ... _._ _ ..... ._. - - --. . REFER TO ° � I � , , � a° I _.... . _ ._ ... ..__. .. < - � r , ., - - _ - - _ _ ° ° a a� ° I FINISH GRADE, _ + DRAWING W1.0 ° q a a a ° '` ° I ' ' < " < "' ' SEE GRADING PLAN e < ' ,a , a — � — � d— � d d d e .b e a d e e � d a• e a n e a na �a . d� tl a d < a Q < y' a a O o , 2]d d a 9 O Q �l A e d ° a ° a , d e a a Q . a° NOTE: a a °° Q � a < a a d 1. SEE ARCH./B.E./STRUCTURAL DWGS < a d ° a a d9 � na , ° Q Ca t n n e a ° ° d d a ° ° ° b � a 9 d � a , a a ° FOR 5UB-BASE CONDITIONS, WATERPRDOFING & CONNECTI�NS. SECTI�N/ELEVATI�N SECTION 2. REFER TO E/LA-304 F4R ADDITIQNAL LANDSCAPE INFO. DETAILS SECTIQN E SE�TI�N C E SCALE 1/2" = 1'-0" s-section e.dw � SCALE 1/2" = 1'-0" s-sect�on c.dwg C 9 LA-304 C NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR Q STEEL MOUNTING PLATE AND THREADED CONNECTOR 8„ ASSEMBLY. NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. PRE-FABBED CONCRETE POLE BASES WILL NOT BE 2. ALL PHYSICAL CONNECTIONS AND PENETRATIONS OF ACCEPTED. (ALL POLE BASES MUST BE POURED ON SITE) THE CONNECTOR AND SLIP FIT ADAPTOR TO BE THE CONTRACTOR WILL TAKE SPECIAL CARE TO WEATHER PROOF. ENSURE CONCRETE POLE BASES ARE POURED 3. THREADED CONNECTOR AND MOUNTING FRAME ABSOLUTELY VERTICAL AND LEVEL. TO BE PRIMED AND PAINTED Q � PATHWAY LIGHT FIXTURE Q � REFER TO LIGHTING PLAN POLE a � FOR FIXTURE SPECIFICATIONS POLE BASE WITH 1" GROUT Z = INSTALL LIGHT POLE BASE LIGHT POLE BASE TO BE BASEPLATE AND ANCHOR BOLTS = Z COPPER STEM COVER FLUSH WITH TOP 2" ABOVE FINISH GRADE (AS PER MANUFACTURERS SPECS.) OF COCRETE PAVERS W/45° CHAMFERED EDGE � � ~ 2�� 7 O � �`�+ � � � PLANTING SOIL MIXTURE - - WIRE ANCHOR RODS O w Wp BRASS SLIP FIT ADAPTOR INSTALL LIGHT POLE PER INSTALL LIGHT POLE PER CLAMP SUITABLE FOR ° — � TO REINFORCING �...+ � � M A N U F A C T U R E R'S R E C O M E N D A T I O N S M A N U F A C T U R E R'S R E C O M E N D A T I O N S D I R E C T B U R I A L -- _ � THREADED CONNECTOR WELDED � —_ CONCRETE FOOTING 3500 PSI � � TO STEEL MOUNTING PLATE. #8 BARE GROUND WIRE � I , • , . . . - LIGHT FIXTURE S BRASS SLIP FIT ADAPTOR , SEE DETAIL A/LA-300 FOR DIMENSION - � - �r , � _ � � _ � TO SCREW INTO CONNECTOR. - - � H ' ' • aa a a ' a, , t� a � RIGID GALVANIZED ELECTRICAL v W ►-1 � � . ., , - LOW VOLTAGE POWER a o_ , Qa � _ _ _ _ 1 � � �� �� , � . SUPPLY LINE , < � <a � <°° a° a a , a a� o, � ,a < a° < a � a < �� �_ �� = a°a _ CONDUIT SUPPLIED BY ELECTRICAL N v � � j . � ' � � � - , ' . 18" DIAMETER 3/8" STEEL -� o�a � o � � � o o ° 0 3/4 f1� x 8 0 COPPER = CONTRACTOR r , � .. � _, o 0 oe o 0 0�a e�� o � CLAD GROUNDING ROD _ �"1 '� , � . . _ . . . MOUNTING PLATE o0 oe�° a a oa� o go ao 00�° a a °oo�� o � oo _ a _3" H rT� � , , , a eo a o a 6-#5 BARS WITHIN A i � ' . • • , • — . . y Op o � � d o eoO° ' O ° OQ e � � a o eo ' '� ° — � h i . . � o a o , e o� oe� o 0 0 0 oe�� °° � 6x6 10/10 W.W.F. CAGE � oo° oo�a ° o Do o ° o ° oa�a ° ° a �°� = n � . STRUCTURAL SLAB - a a Oaoe a d o � o o�D O�oo a a �o� o o�p I _ MAINTAIN A 3" MINIMUM W M�i ° Q a � a a a W/WATERPROOFING -� j � �� �i a �__ i � q -� � � �i a _ �; ; � � � q - = COVERAGE ON ALL BARS V� a 1 -6 a a -i � 1--i i aao --o) I �—) �= LIGHT POLE FOOTING - I � I , I �, =i I �--) I �- LIGHT POLE FOOTING - - a — - ° ° — — _ 24" (SIMILAR) �— - ° ° - — — 24" SIMILAR - i i � ' ' ' - � ° oa a ° SEE ARCH./ B.E./ STRUCTURAL DWGS FOR —i � i i i - —i — LA 305 I � i � _— i�— LA 305 � � 2' W °° � a a SUB-BASE CONDTIONS, WATERPROOFING � � d � ° � & CONNECTIONS. PATHWAY LIGHT LIGHT POLE BASE IN CONCRETE LIGHT POLE BASE IN PAVERS LIGHT POLE FOOTING-24" D „ _ . „ _ _ „ _ . ,. R „ _ . „ ,. _ , „ „ _ _ A SCALE 2 - 1 -0 � _ d li ht athwa .dw SCALE 1 - 1 -0 d li ht ole in concrete.dw V SCALE 1 - 1 -0 9 p y g g p g d light pole in pavers dwg SCALE 1/2 - 1 -0 Light Pole Footing 24 .dwg OWNER/DEVELOPER ' � VAIL RESORTS PLANTER WALL STEPS PLANTER WALLS STEPS PLANTER WALL DEVELOPMENT � , , , . COMPANY ,1 � \`,j/' , . _ ; +' �''�i ( 1 � ��j, . i ' ` '�i AVON,COLORADO V r � '� i � � ''; _��-. t� i -��. � ,� �,� \ \.,' �� ,j. 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ALL JOINTS TO BE WELDED � � AND GROUND SMOOTH. �y ' _ �� C �, � � f+ i i -I __ LI--' _ ! I � � i i � i+� i-�-� !� -�� -'rt-' - -� - _ --; r r�-�- i i ��i -tT i i� i � �.�_ i-���� ' - - � � - -- i +I �; -� �, ' L _l�; i I -i � ; ,_ I -- �- � F� � +-- , � �! I ' - - - -- -+1 --- , I 7__I_, � I l I i � TJ I I � �-� !�_ �--i iJ �-i -J-� +i-, �t.. T_�_ I'I- 1 i �___ y ,�T t i � �� '� � � T - '-+� � ��__�� � � � -r=N� _ _ _ - _ _ , , � -;+ _, �� -'t ___ � _;__' ; - �_ � �-;-I--� �I � �_�� _,_''+; - t- _ � ,�� �=�- _ � _� ,_' 2 ALL RAILING COMPONENTS TO BE PAINTED GALVANIZED. -� -,i-' �- � - -�� , � � � � � � , , � � � t � ' � , � - � , �' -� ' ' y � � L' ' ' ' - ' ' ' � �� � - =-' '-� � ' � � - � � - ' � " ' � ' 3. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4 (� ' � �+IT' � � � � � � � �-, � � _ � ' ,- � ' � � �a-� � ' � � + _ � _ � � � �_ � �� � '_� � �� +-�� � r_ � ' �-,�+� �� -���� � ' '—` _ � - -- - - � - _ �'������!�_ - � � - 'rt' '���_ ; -- - ; � ��-��,-�,��� - -, , � � ; ' �= - � ; ---,- ���; i iT _�._i1-�--r,� �_ i'T-' I 'J����t��_����� r..- T T f- .� 4- T� �.� I I�� ' Tt"l �_ i � i' ' r i � � � J�,.� �- .i..� �-- � i -� I�� ;� �.i _._I i i � i _ ii- - --- f---�-� I 1- - ---�-}-i , ' ' • _j,� I i ' 7 j I -I T- I � I - I � I �� I _ jT I �-� i �� J�T -- --' � j 7 i - i� � � � I �rt� I�i ±� I J I I til I I � i IT }___- • � i � i i�l � T� I �I � I l�' � � I I i � ^ � 11 ' i � - � I I �— - -- � ��i i �` � � � i �f _`-�-I -- i � i i- i I 1-1 i _�_ ' � I �_ -4 � j1 � � -•� ' � 'i I I I ' � ,TII ' i 1 I I I I I ' i ' i _ I-,- 11 I i I I��' _ _ _-- _ -t- i� _ _ __ .i.-4— �'� _ _ � I -_ I I I � _ I L �I � � i I i y _ I I L i _�rt___1� --T - � � 1 T � i- � � ' � -�+ _ i�- _ l i�.�. _ �I i � � r�,-�,- - L- � -1T' --- rt -1 _�� ,-.- J �--�-;___._ 'j � T u�._�_�� �1 1/2 PICKET -_� -�%'+_' -�`� - - - - - ,--�; '--�:_ Y _�-�--� � _ �±'-.�- � _�� __ ��''� � � � � I�-�� � i�-r='� � -+�� �, =I�-' F� �� r �� � �- -+-�-� , , ,�- � -+ VARIES - - � � ; -r � - --1- i ��- � ---1 � ' �� i � �! ;� � _ i � 't��-t-r r i � F _i � i � �`"� Y f � _i__1 -�- - - --,-r� - �-�-;-;- rtifi� ----�-F-'-, � ��, - - ' ��_-,-f-1--- �� �._:_!I I 7 i j �_ � i -i_ �i �_ � {_ -I-J � � ' � � i i � � +Tt-� i i i i _ t� �T` �i_ 1__� l_�;_ i �-' _ _I_ i_.'� � i_ I �� ' � � � - � � iT� � i 7.�iL , n�+' �.�, - � i � rt' �� i � � - -� � �'� -1 i i �� - i 1-' -- � ���-, T�� i f � _ � i i �� � i rt� �-1��' - 1��� - i I I i � -1-�� i i i �T_ � ��+ � i � � _ i � i y �__ t i_ ' __ i �+ _ � i� � � � -� � i _ � i �� i _ � � i i � � �� i �� - � ,-� ' -�--�- - - � , ���-;- ' - � ' ' =�;-j � � _ 1 , � " � - - -r� -� i i i- �- -r- -i-' - - --�-'- '� �_ 1�__ - r71 i � t i � � �Ti - �-� �- i i�-' � -- i�i � i 'i ' � i f- - �� :�.u. rr:� -- � ���(�����_� + ���� � � �_ �;�-��- - ,�; -�-', - - �, - ' - - --� 1 1/2 SQUARE BAR �� �:��. ,.. � �-i-�- I _ _..-�� �. I I I I 1 I _�_� _ T L I _ I I _ I I I I I 'I ',,,I; '�' w T.... �'-,r'-w - _ _ t. y� _ _� _- I I � I� _L I I I i J I T- j f-�-•-' �{--.. 7 _ — .rtt - �'l- - � -- � - � �� �T1� �I I I I i � 'rt� i T i -f -1-, _ - _ -J-- � =«p 1 I I I -I '� I� I 1 - _ __ ____ ';� �T _ _ __ ___ �._,_! - - I i f I I - - - - - _ +, _ � � ;? _ '���. -- I I -! i 11 - - I � - - - -L I �i `�� - � L! i i - 1I I �� I � � T' 'r � �--r� - - - �-i- �' - -�- I I - y'- ':ix"••" in,1 �1' t _J r i � i i n --- .,r� �,.�.,,�, -- - T a- - i i i i i i -f - - - i ,... ..i�: 6 SQ. 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RAILING SIMILAR TO ARCHITECTURAL GUARDRAIL TYPE FOUR-B. SEE ARCH DWGS & a I a I � Bu�INGTON,vExMONT a I d a d I a I d Q a I -I I I—I I I Q d � SPECS FOR DETAILS AND FINISH. -I I I—I I I I a � °� a� a� 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE ASSEMBLY, LAYOUT, -1 I II I °° I a �I sTRVC�v�L ENGINEEx � � ATTACHMENT TO STEEL POST, LOCKING MECHANISM, DROP PIN FOR REVIEW AND °I a ° � a ��rESw�LEYASSOCia�s, ° I a �I ° I a a I I Q � � APPROVAL BY LANDSCAPE ARCHITECT. � a � xovsTON TE�s a I° °Ia a �a °�a 3. ALL JOINTS TO BE WELDED AND GROUND SMOOTH a�� a � a I ° ° 1° a I ° ° I° a 4. ALL RAILING COMPONENTS TO BE PAINTED GALVANIZED. a ° MECHANICAL ELECTRICAL I Q I PLUMBING ENGINEER � - a -' � - a � 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4". a a � a - a-� Ass coNSULT�TS zNc a Q a e a � a e ° DENVER,COLORADO a � a ° INTERIOR DESIGN a a � a � o ° ° a o WILSON&ASSOCIATES a a ° ° ° a a + DALLAS,TX a a a a a � LIFE SAFETY d � d d � � a � Q ° B A VADAI COLORADO C a TRAN S FO RM E R GATE PROJE�NUMBER o5208 C „ _ . „ SCALE: 1 1/2 - 1 -0 � d-transformer gate.dwg IssuE �vzszoN DATE � <� � � � r � ( � �� � y 'Sa . r� r'"�, ik'�1� " �%�� -✓�tl'� ���r5,� ---— y�1'��lJ`f.�'Cc ���1I V�/L���� G�11���t��'�� x I�,�� G5 r�� rtiiE�1 'i�JE� �}'`.a �. 5)r�.�r '� C� �'� �,i.� l � � �� ��.j _— �n � ,�� �� � C�,���. i��� - ��f�,_ �',�� �� v. '-�`�` J 1'� �� r rJ��f`�\ ;j� l. ,..h'��1. ��� <S. � � c.y..� �'il^�;�. � �'����� �< � 4`�� Sy . ��'���3-.. ,.i' -� _ -�r ��� )�z;� �?`, �� . - 7 C � ..f' f� .�r, / r � i� � d ci y `�.-�,. � r fi_"', t r' �. 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