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■ <br />• <br />■ <br />■ <br />• <br />Z¢ <br />W <br />cO <br />0 <br />I <br />■ <br />■ <br />S00°26 <br />■ <br />20' BUILDING <br />SET BACK <br />i 11111110 <br />i <br />AMINE <br />i a <br />S88°86148"W <br />20' BUILDING <br />SET BACK <br />lfMrIMaf a <br />�alrlMsu""a"ii:' <br />aNtlY <br />a!041=4.. <br />30' BUILDING - <br />SET BACK <br />IIER!'IRaI la-ANN <br />1 <br />rrlciirrarr <br />iii6/R3sinu WAF.G ., . <br />�i4lSw1NMrlrgNI <br />rIN�E <br />N INIVENIr ia.am, <br />rrr�arar4aua rr <br />+rarrr�rrraa <br />1111111111111 <br />a rualla,y xlai s' <br />aLl,, XXR#iBlaaaa7R <br />/Mr�l� <br />AWw1Ri%YaM IILi1i11ikri <br />W ri'CIiXrllE9lk�Atellarammeset <br />IiII11111111MINIM <br />11111111111111111111,1 <br />PROPERTY LINE <br />DETENTION <br />POND <br />i, <br />' ..,',„ / / „,./ ,./ ' ' ''' ,/ /„, 'I, , /, /".:_, /;„/W/ '14,1;,,i'' Its.:/*PH.,11:// ,Ig'''''lligi :' ."' /., <br />' ' ' '' ://:1 ' '''' /:// <br />%.,,i /. , ,'• , /14r490;SF/ "'-/ //, // ,- " <br />• <br />. <br />• <br />, ,' / ' <br />4 u` <br />DETENTION <br />POND <br />41!■W'll/tYg161IA!@IKi/itlaiAil'W4QIYx.Iy..VIfaf3MaR'xl <br />BRICK OR <br />STONE CAP <br />FACE BRICK (FIELD) <br />FACE BRICK (ACCENT) <br />TYPICAL '1 DEEP X 2' <br />WIDE INSET IN WALL <br />EVERY 40' MIN. <br />TYP. RETAINING WALL DETAIL <br />ALL ROOF -TOP MECHANICAL <br />EQUIPMENT BELOW HEIGHT OF <br />BUILDING PARAPET. (TYPICAL FOR <br />ALL BUILDINGS) <br />_ TOP OF PARAPET <br />ROOF DECK <br />EXTERIOR WALL <br />This drawing is the property of Overway Larsson Pedersen <br />Architects and is not to be reproduced or copied in whole or <br />part. It shall only be used for the project and site specifically <br />identified herein and shall not be used on any other project. <br />KEY NOTES: <br />1. GROUND DIRECTIONAL GRAPHICS, SEE <br />DETAIL 1 /A.1 <br />2. TRASH ENCLOSURE, SEE DETAIL 1/A.1 <br />3. WALGREENS TRASH COMPACTORS IN BRICK <br />ENCLOSURE. <br />4. 2'-6" HIGH BRICK SCREEN WALL TO <br />MATCH BUILDINGS. BREAK WALL VERTICALLY <br />EVERY 40' MAXIMUM. <br />5. LINE OF ROOF OVERHANG. <br />6. PLANTING AREA AT BUILDING. MIN. 6' <br />WIDE. <br />7. RED COLORED CONCRETE FLUSH <br />W/ASPHALT SCORED W/12" x 12" <br />PATTERN. <br />8. MONUMENT SIGN. <br />9. STEEL PIPE BIKE RACK BY MADRAX, INC. <br />(5 Loop), OR EQUAL. <br />10. SITE BENCH BY STEELSITES. RB SERIES- <br />(RBF-28). OR EQUAL. <br />11. BUILDING SETBACK LINE. <br />12. OUTDOOR SEATING FOR RESTAURANT, <br />MAX 24. <br />13. NOT USED. <br />14. PASSENGER DROP-OFF AREA. <br />■ 15. 4' x 4' TREE GRATE FLUSH WITH SIDEWALK. <br />16. 9' x 19' STANDARD PARKING SPACE. <br />17. 9' x 17.5' PARKING SPACE W/1.5' <br />OVERHANG. <br />18. 4'x4' CURBED TREE WELL. <br />19. NOT USED. <br />20. GREY CONCRETE FLUSH W/ ASPHALT. <br />SCORED AS SHOWN. <br />21. 4-WAY STOP SIGN. ALL FOUR DIRECTIONS. <br />22. "DO NOT ENTER" SIGN. <br />23. "DROP OFF ZONE" SIGN. <br />24. MAX. 2'-6" BRICK RETAINING WALLS. <br />SEE DETAIL 5 SHEET A1.2. <br />25. "NO PARKING/LOADING" SIGN. <br />26. HANDICAPPED RAMP <br />27. STEPS <br />28. TYPICAL 5' SIDEWALKS <br />29. LIGHT POLE <br />30. LIGHT BOLLARD <br />31. TRASH COMPACTOR <br />32. TOTE STORAGE <br />33. RAISED PEDESTRIAN CROSSING <br />34. DIRECTIONAL SIGN <br />35. FLEXIBLE BOLLARDS <br />ROOF TOP MECH. SCREENING <br />%/: <br />CONC. SLAB <br />4" BRICK <br />WOOD SLATS <br />STEEL SUPPORT <br />REINF. CONCRETE <br />FOOTING <br />c4) <br />■ <br />SEATiNG DETAIL <br />1,4 <br />t <br />a <br />N <br />CV <br />EL. 5448.0 , <br />BRICK RETAINING WALL <br />SIDEWALK <br />EL. 5439.0 , <br />REINF. CONCRETE FOOTING <br />■ <br />RETAINING WALL SECTION <br />REIN F. <br />CONCRETE <br />FOOTING <br />4" BRICK ON <br />8" CONCRETE <br />BLOCK <br />SECTION ELEVATION <br />BRICK CAP <br />6' DIAGONAL METAL <br />SIDED DOORS W/ STEEL <br />FRAME AND LOCKING <br />LATCH <br />4" BRICK TO MATCH <br />BUILDINGS <br />■ <br />SITE PLAN <br />■ <br />■ <br />1"= 40'-0" <br />TRASH ENCLOSURE <br />1 /4"=1'-0" <br />CENTENNIAL PAVILION <br />LOUISVILLE, CO <br />PEDERSEN DEVELOPMENT CO. <br />281 ROCKVIEW DRIVE <br />SUPERIOR, CO 80027 <br />303.543.1206 <br />S.E.SPOHN <br />CONSTRUCTION COMPANY, INC. <br />5084 EXCHANGE DRIVE <br />FLINT, MI 48507 <br />810.230 2424 <br />OVERWAY LARSSON PEDERSEN ARCHITECTS <br />PROJ. <br />NO. <br />C a <br />ED ERSEN <br />6-1863 <br />07.17.01 P.U.D. <br />1515 Arapahoe Street <br />Tower One, Suite 450 <br />Denver, CO <br />80202 <br />303.302.7110 Tel <br />303.302.7114 Fax <br />. 11.02.01 P.U.D./S.R.U. <br />09.04.01 P.U.D. <br />11.15.01 P.U.D./S.R.U. <br />2001 . 10.01.01 P.U.D./S.R,U. <br />SITE PLAN -PHASE 1 & 2 <br />M.2 <br />]kin clul kill I i11111 Jn ]qn] unll lcnj <br />rUJU Nn Jut Ur 1'RII\I kin II]W Lm[ <br />lion Nu I kin IGIYI Jn ]nn] unl 11en4 <br />EIVQL0 8381A1flN A8 8308038 <br />FlVgL0 d381A111N A9 830E1038 <br />HV4LO d381AIlN A8 8308038 <br />HV9LO H38Wf1N A8 830803E1 <br />NOIiVHOdd00 OIOH NVId <br />VINH0d11V0 '3NIAH1 <br />NOiLVHOd1:100 OIOH NVId <br />VINHOHIIVO '3NIA1:11 <br />L1B9WflN ONIMVUUO <br />a381Nf1N ONIMVI:10 <br />1:1B8iNfiN ONIMVLIO <br />W <br />0 <br />INOIIIAVd 1VINN31N3O <br />