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Avista Adventist Hospital Surgery Addition PUD Mylar
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Avista Adventist Hospital Surgery Addition PUD Mylar
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Entry Properties
Last modified
1/5/2018 11:10:17 AM
Creation date
1/9/2017 5:01:59 PM
Metadata
Fields
Template:
CITYWIDE
Also Known As (aka)
Avista Hospital
Doc Type
Mylar
Ord/Res - Year
2005
Ord/Res - Number
49
Subdivision Name
Health Park Filing 6
Parcel Identification Number
157519112012
Cross-Reference
Centura Health
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
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'0.0 '0.0 '0.0 '0.0 <br />'0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'0.2 '0.1 0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'0.6 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'7.4 '5.6 '1.6 '0.6 '0.3 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'4.9 '2.8 '1.5 '1.0 '1.1 '1.8 '2.3 '2.1 '1.3 '0.7 '0.5 '0.6 '1.1 '5.8 '1.7 '0.8 <br />'8.1 '4.4 '2.0 '1.5 '1.8 '3.1 '3.6 '2.9 '2.2 '1.8 '1.6 '1.4 '2.9 '4.9 '3.7 '1.7 '0.8 '0.5 '0.5 '0.7 '3.8 '2.5 '1.3 <br />'1.4 '1.4 '1.6 '1.9 '1.9 '2.4 '4.3 '6.6 '6.9 '3.3 '1.2 '0.4 '0.6 '1.6 4.6 <br />'1.2 '1.3 '0.3 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 <br />'4.0 '1.7 '0.3 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />7.1 '5.8 '3.1 '1.9 '2.1 '2.7 '3.0 '2.4 '2.2 '2.6 '3.3 '4.6 '7.2 '7.3 '5.2 '2.4 '1.0 '0.6 '0.6 '0.7 '1.8 '3.0 '4.5 '5.2 '1.1 '0.4 '0.2 0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 '0.0 <br />'3.6 '1.9 '1.0 '1.0 '1.7 '3.7 '4.6 '3.8 '2.5 '2.3 '3.1 '4.4 '4.7 '2.9 '2.3 '3.7 '6.3 <br />7.7 '3.3 '1.8 '1.5 '1.7 '2.4 '2.5 '2.1 '1.8 '2.2 '4.5 '6.8 '6.7 '2.9 '2.0 '2.9 '5.4 <br />'2.0 '2.9 '6.4 '7.0 '4.8 '2.5 '1.9 '2.2 '2.6 '2.4 '1.6 '1.3 '1.6 2.8 6'9 7.6 '2.0 '1.1 '1.8 '3.5 '3.2 '2.5 '2.8 '1.6 '0.8 '0.8 '2.1 '5.2 <br />'2.4 '2.6 '4.3 '4.3 '3.1 '2.4 '2.7 '4.0 '4.7 '3.6 '1.6 '0.8 '0.8 '1.3 '1.4 1.3 '0.6 '0.7 '1.2 '1.8 '2.4 '3.1 '5.0 '1.1 '0.5 '0.5 '0.8 '1.1 <br />7.0 '4.9 '2.4 '1.1 '0.7 '0.8 '1.5 '2.1 '4.5 '11.2 '4.7 '1.9 '1.4 '1.1 '0.5 '0.1 <br />'6.5 '4.2 '2.9 '2.3 '1.4 '0.9 '0.9 '1.5 <br />11.0 <br />2.0 '21 '0.6 '0.9 '2.5 '4.6 <br />7.9 <br />'10 7 '5.8 '3.1 '1.7 '1.3 '1.3 '2.0 '4.5 B '3.8 '0.6 '0.2 '0.1 '0.1 '0.1 '0.3 '0.5 '1.1 '2.5 '3.6 '7.9 '15.1 '4.2 '2.5 '2.6 '1.4 '0.5 '0.3 '1.1 '4.0 '1.3 '0.7 '0.3 '0.2 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.0 '0.0 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 'C <br />17.0 '13.6 '10.4 '4.8 '2.7 '0.9 '0.3 '0.2 '0.8 '0.9 '0.4 '0.3 '0.2 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.2 '0.2 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 'C <br />'2.9 <br />5.5 <br />'1.4 <br />'8.5 <br />,12.0 <br />8.2 10.6 <br />'0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />13.2 1 3.1 7.1 4.8 2.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C <br />'11.4 '5.7 '3.4 '1.1 '0.6 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 'C <br />'3.4 '10.6 4.1 <br />'1.7 '1.1 '0.6 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'1.5 '0.5 '0.2 '0.2 '0.3 '0.3 '0.5 '0.7 '1.0 '1.6 '3.8 '7.3 '3.0 '0.9 '0.5 '0.4 '0.3 '0.3 '0.9 '4.2 '3.6 '2.1 '0.7 '0.4 '0.2 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 'C <br />.0 <br />12.2 <br />'0.7 '1.8 '1.8 '3.2 '6.7 '2.2 '1.7 '2.0 '1.2 '0.4 '0.3 '0.2 '0.2 '0.1 '0.1 '0.0 '0.1 '0.2 '0.9 '2.8 '3.6 '3.6 '9.5 <br />8.6 5.6 <br />of <br />♦ '6.8 '3.4 '1.7 '0.8 '0.3 '0.1 '0.1 '0.2 '0.2 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 -0.2 '0.3 '0.5 '0.8 '1.3 '0.5 '0.1 '0.0 '0.0 '0.0 '0.0 'C <br />'2.2 '2.1 '1.1 '0.4 '0.3 '0.3 '0.2 '0.1 '0.1 '0.1 '0.1 '0.0 '0.0 '0.1 '0.1 '0.3 '0.5 '0.6 '1.4 '5.0 '9.0 '2.2 '1.0 '0.7 '0.4 '0.2 '0.1 '0.1 '0.1 '0.1 '0.0 '0.0 <br />'1.9 '0.7 '0.6 '0.2 '0.1 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.1 '0.1 '0.3 '1.5 '5.3 '1.7 '1.1 '0.4 '0.2 '0.2 '0.1 '0.1 '0.1 '0.1 '0.0 '0.0 '0.0 <br />'0.1 '0.1 '0.1 '0.1 '0.2 '0.2 '0.4 '0.8 '1.2 '2.8 '3.2 '0.5 '0.1 '0.0 '0.0 '0.0 '0.0 'C <br />'0.1 '0.1 '0.1 '0.2 '0.4 '0.7 '0.9 '1.8 '5.6 '6.2 '1.5 '0.4 '0.1 '0.1 '0.0 '0.0 '0.0 'C <br />8.4 '3.7 '0.3 '0.2 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 '0.0 0.0 '0.0 '0.0 '0.1 '0.4 '2.1 '2.0 '0.7 '0.4 '0.2 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.2 '0.5 '0.9 '2.0 '3.0 '5.8 '11.9 '4.9 '1.8 '1.0 '0.6 '0.3 '0.1 '0.0 '0.0 <br />11,6 <br />• 3.0 '0.4 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.2 '0.7 '0.4 '0.2 '0.2 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.2 '0.2 '0.3 '0.3 '0.2 '0.5 '2.0 '3.9 '5.9 11.3 <br />0.6 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.2 '0.3 '0.5 '1.0 '1.6 0.5 '0.2 '0.5 '1.2 '1.7 <br />16.1 '13.1 '11.5 '6.1 '5.2 '2.6 '0.6 '0.2 '0.1 '0.0 'C <br />'8.7 '5.4 '2.6 '1.6 '0.8 '0.3 '0.1 '0.1 '0.0 <br />12.2 <br />'0.0 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 -0.0 '0.0 0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.1 '0.1 '0.2 '0.2 '0.4 '0.8 '1.2 '3.3 '2.7 '0.5 '0.2 '0.2 '0.3 '0.5 '1.4 '5.6 '9.3 '2.6 '1.4 '1.2 '0.6 '0.3 '0.2 '0.1 '0.1 '0.1 'C <br />'0.9 '1.0 '0.8 '0.5 '0.3 g <br />'0.5 _9.. '0.4 '0.3 <br />2 \ '0.2 0.2 \ '0.1 '0.4 <br />`9.1 '0 '0.2 '0.7\ 'k9 <br />L_J <br />'0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 '0.0 '0.1 '0.1 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.2 '0.4 '0.6 '0.9 '1.8 '5.8 '6.0 '1.4 '0.4 '0.2 '0.2 '0.2 '0.5 '2.6 '4.2 '1.8 '1.1 '0.6 '0.5 '0.4 '0.3 '0.2 '0.2 '0.2 '0.2 'C <br />'0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.1 '0.2 '0.2 '0.2 '0.2 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.1 '0.3 '0.8 '1.7 '2.8 '5.5 '11.7 '5.3 '2.0 '1.3 '0.8 '0.4 '0.3 '0.6 '2.5 '1.5 '0.8 '0.6 '0.4 '0.7 '0.6 '0.5 '0.4 '0.4 '0.4 '0.4 'C <br />0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'0.0 '0.0 '0.0 <br />0.0 <br />BOLLARD; REFER TO PLAN AND <br />LUMINAIRE SCHEDULE FOR <br />ADDITIONAL INFORMATION <br />/ GRADE <br />ANCHOR BOLTS INSTALLED PER <br />MANUFACTURERS BOLT TEMPLATE <br />BRANCH WIRING <br />3#4 FULL HEIGHT WITH #3 11ES <br />AT 240.C. TYPE II, 3000 PSI <br />CONCRETE <br />NOTE: "X" AND 'Y' TO BE DETERMINED <br />X" � BY STRUCTURAL ENGINEER. <br />POLE BASE/BOLLARD DETAIL <br />NO SCALE <br />0.1`, '0.6 '4.1 <br />'0.1 0.1 '0.2 '0.5 0.6 '0.4 0.4 '0.2 '0.1 '0.0 '0.0 0.0 '0.0 '0.0 '0.0 0.1 '0.3 1.3 2.9 4.9 '10.4 <br />15.813.6 13.0 7.1 5.1 2.4 0.6 0.3 0.4 0.6 0.7 0.9 0.6 0.7 1.3 0.9 0.7 0.6 0.6 0.6 0.6 C <br />©0 <br />'0.3 '0.4 '0.9 '1.3 '1.0 '0.6 '0.3 '0.1 '0.1 '0.1 '0.0 '0.0 '0.0 '0.1 '0.1 '0.5 '1.6 '2.4 '2.9 '6.5 9.2 '4.9 '2.8 '1.2 '0.7 '0.3 '0.2 '0.2 '0.4 'a6 '1.2 '1.2 '13 '2.1 '2.8 '1.1 '0.8 '0.6 '0.7 '0.8 'C <br />'1.1 '1.0 '1.4 '2.6 '2.3 '1.& '0.5 '0.5 '0.4 '0.2 '0.1 '0.1 '0.0 '0.0 '0.1 '0.2 '0.3 <br />2.0 3.1 '3.8 '5.6 '2.1 '2.0 '2.2 '1.5 '0.6 '0.2 '0.1 '0.0 '0.0 '0.0 '0.1 '0.1 <br />1.7� <br />0.3 '(3 1. JAY <br />'0.6 \\ <br />'7.3 \\ <br />'7.5 '5.3 '4.1 '2.7 '2.1 '1.2 '0.5 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.1 <br />4.3 5.6 3.6 <br />'4.6 <br />1.0 <br />'1.9 '1.3 1.1 0.9 •0.5 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 <br />• • <br />• • • <br />'1.2 '0.7 '0.8 '1.9 .1 • •'0.4 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 <br />•• • <br />•,• <br />'0.6 '0.5 0.8 • 1.7 '0.4 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'0.6 '0.6 '0.9 '3.6 '1.6 '0.4 '0.3 '0.1 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 <br />'0.8 '1.2 '1.6 '3.7 '2.9 '0.6 '0.3 '0.1 '0.1 '0.0 '0.0 '0.0 '0.1 '0.1 <br />24' MAXIMUM <br />0 <br />O <br />LLL, <br />SITE LIGHTING POLE; REFER <br />TO PLAN AND LUMINAIRE <br />SCHEDULE FOR ADDI110NAL <br />INFORMATION <br />3.0 '5.5 '6.0 '2.2 '0.7 ;•; 0.2 0.1 '0.1 '0.1 '0.1 '0.2 '0.2 <br />• 7.8 • • ,• <br />'4.0 '3.4 1.4 • 0.4 '0.2 '0.1 '0.1 '0.1 '0.1 '0.3 '0 <br />• <br />HAND HOLE WITH FLUSH COVER <br />BOND TO GROUND WITHIN POLE <br />#4 GROUND <br />BASE COVER <br />1.3 3.3 61 '4.6 '1.7 '0.6 '0.3 '0.2 '0.1 '0.1 '0.2 '0.7 '0 <br />ANCHOR BOLTS INSTALLED PER <br />MANUFACTURERS BOLT TEMPLATE <br />GRADE <br />BRANCH WIRING <br />:'#4 FULL HEIGHT WITH #3 11ES <br />AT 240.C. TYPE II, 3000 PSI <br />CONCRETE <br />#4 GROUND WIRE WITH 4' COIL <br />AT BOTTOM OF FOUNDATION <br />3/4" X 10' GROUND ROD <br />NOTE: "X" AND 'Y TO BE DETERMINED <br />BY STRUCTURAL ENGINEER. <br />POLE BASE DETAIL -RAISED <br />NO SCALE <br />mi+PHOTOMETRIC PLAN <br />SCALE: 1"=30'-0" <br />12.7 <br />LUMINAIRE SCHEDULE <br />Symbol Label <br />A <br />(NEW AND <br />EXISTING) <br />B <br />(NEW AND <br />EXISTING) <br />C <br />(NEW AND <br />EXISTING) <br />D <br />(NEW) <br />O <br />(NEW) <br />4 <br />F <br />(EXISTING) <br />yG <br />(EXISTING) <br />0 <br />4 <br />H <br />(EXISTING) <br />(NEW) <br />Catalog Number Description <br />RCS-A250H-3Px-x <br />RCS-A250H-3Tx-x <br />RCS -A250 H-3Px-x <br />RCS-A250H-3Tx-x <br />M02 -H17 <br />PRS -0175H-128 <br />RMCx25Hxx-02x <br />LGH 100M 7RW <br />FFL <br />HUBBELL MAGNUFORM <br />III - RCS SERIES <br />REFLECTOR: DIFFUSE <br />ALUMINUM <br />ENCLOSURE: CLEAR <br />FLAT GLASS <br />HUBBELL MAGNUFORM <br />III - RCS SERIES <br />REFLECTOR: <br />HAMMERED ALUMINUM <br />ENCLOSURE: <br />CLEAR,PLAIN,FLAT <br />GLASS <br />HUBBELL MAGNUFORM <br />III - RCS SERIES <br />REFLECTOR: DIFFUSE <br />ALUMINUM <br />ENCLOSURE: CLEAR <br />FLAT GLASS <br />HUBBELL MAGNUFORM <br />III - RCS SERIES <br />REFLECTOR: <br />HAMMERED ALUMINUM <br />ENCLOSURE: <br />CLEAR,PLAIN,FLAT <br />GLASS <br />HUBBELL MODESTO 2 <br />ROUND BOLLARD TYPE <br />V GLASS LENS. <br />PLASTIC LOUVER <br />HUBBELL WALL PAK <br />POLYCARBONATE LENS <br />HUBBELL ROADWAY - <br />RMC SERIES - COBRA <br />HEAD REFL: SPECULAR <br />ALUMINUM ENCL: <br />CLEAR, FLAT GLASS <br />LITHONIA 7"FRESNEL <br />ROUND LENS DWNLT <br />MH <br />KIM WALL DIRECTOR <br />WD14D3/175MH277i FULL CUTOFF WALL <br />LG-P'QS MOUNTED LIGHT <br />Lamp <br />250W MH, CLEAR <br />250W HALIDE, CLEAR <br />250W MH, CLEAR <br />250W HALIDE, CLEAR <br />100W CLEAR METAL <br />HALIDE, VERTICAL <br />POSITION <br />CLEAR 175 -WATT METAL <br />HALIDE, MEDIUM BASE, <br />RATED 15000 LUMENS, <br />BASE DOWN POSITION. <br />250W MET. HAL., <br />CLEAR. ED28. HOR. <br />BURN POS. <br />100W MH. CLEAR <br />175W MH, CLEAR <br />File Lumens LLF Watts <br />HP06339.IES 23000 0.81 <br />HP06340.IES 23000 0.81 <br />HP06339.IES 19500 0.81 <br />HP06340.IES 23000 0.81 <br />L3841 M02.ies <br />ITL39609.ies <br />HP09033.IES <br />88112303.1es <br />WD14175.ies <br />DETAIL NOTES THIS SHEET: <br />EXISTING SITE LUMINAIRE AND POLE. <br />MAXIMUM 24' POLE HEIGHT MEASURED FROM TOP OF LUMINAIRE. <br />MAXIMUM 19' POLE HEIGHT MEASURED FROM TOP OF LUMINAIRE. <br />285 <br />285 <br />570 <br />570 <br />9500 0.81 120 <br />15000 0.81 210 <br />23000 0.81 285 <br />9500 0.81 125 <br />15000 0.81 210 <br />avis <br />tnership <br />Archit <br />2301 BLAKE ST., STE. #100 <br />DENVER, COLORADO 80205 <br />303.861.8555 F.303.861.3027 <br />0225 MAIN STREET, UNIT C101 <br />EDWARDS, COLORADO 81632 <br />970.926.8960 F.970.926.8961 <br />111tl111141144411i 111111111111111111111111141111141 <br />CHARLES KEIM & ASSOCIATES, INC <br />Consulting Engineers <br />1711 15TH ST., SUITE 200 <br />BOULDER, CO 80302 <br />303.447.0090 F 303.447.9141 <br />ISSUE/REVISION DATE NO. <br />FINAL PUD SUBMITTAL 07.19.05 <br />REV. FINAL PUD SUBMITTAL 09.30.05 <br />AVISTA ADVENTIST <br />HOSPITAL <br />100 HEALTH PARK DR. <br />LOUISVILLE, CO <br />CENTURA HEALTH <br />SURGERY ADDITION <br />PHOTOMETRIC <br />PLAN <br />DRAWN BY GL <br />CHK'D BY KBM <br />SHEET FILE 30F12.DWG <br />COPYRIGHT 2005 BY DAVIS PARTNERSHIP P.C. <br />SHEET NUMBER: <br />7of 11 <br />D.P.A. PROJECT # 0541100 <br />
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