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H-ILOUISVILLE\PLOTTINGIA1-1_P2.dwg <br />■ <br />• <br />• <br />I <br />I <br />SOO°26'47"E <br />1 <br />I <br />i.. .101. <br />20' BUILDING <br />SET BACK <br />S88°26'48"W <br />1111111111 <br />0.�Y'Ai1i�Jg�ftetwra.? <br />,E / / �/ <br />• '/ /wy�,�L / ' <br />LUB;,0f1.i/F1L.TER <br />'; ,7O0 SF' / ' <br />30' BUILDING - <br />SET BACK <br />-I-- <br />.N►,lee Ni. �. <br />r SWAMI..NNN3 <br />1�1y11M111§1§11�1yh[!`RYI/�N�! ws <br />.E311PIR il/71111111211.1001 <br />79li1PN11.1/N1:. <br />i•• , • ie <br />• <br />RES1`klURAN <br />2460/0'Sr <br />i ' a' <br />OPEN AREA <br />/ M la <br />Ali 4, <br />AMIIIINOMINIMMONIMMIL <br />PROPERTY LINE <br />IIi4YiillipS! <br />i dMMtpSRiR <br />IYRttl'r•7191 <br />17i �YlFM <br />i/iil6�MN <br />/ <br />" '/ /, <br />,,, <br />• . ' ; •I'AIAL,GREENS; ' <br />• <br />,, <br />' /' ,','14',490,$F- ' ; , <br />' '/ / <br />, / /' ,• //,• <br />•//', , / <br />• <br />• <br />•' - , <br />DETENTION <br />POND <br />FP <br />DETENTION <br />POND <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 />j1 <br />ALL ROOF -TOP MECHANICAL <br />EQUIPMENT BELOW HEIGHT OF <br />BUILDING PARAPET. (TYPICAL FOR <br />ALL BUILDINGS) <br />5) <br />■ <br />TOP OF PARAPET S <br />/ ROOF DECK <br />EXTERIOR WALL <br />ROOF TOP MECH. SCREENING <br />CONC. SLAB <br />" BRICK <br />WOOD SLATS <br />STEEL SUPPORT <br />REINF. CONCRETE <br />FOOTING <br />SEATING DETAIL <br />AVM <br />AO' <br />nt <br />EL. 5448 0 S <br />BRICK RETAINING WALL <br />SIDEWALK <br />EL. 5439.0 S <br />REINF. CONCRETE FOOTING <br />• <br />RETAINING WALL SECTION <br />NTS <br />REINF. <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 />SITS PLAN <br />- 40'-0» <br />TRASH ENCLOSURE <br />This drawing is the property of Overway Larsson Peders( <br />Architects and is not to be reproduced or copied in whole <br />part. It shall only be used for the project and site specific <br />identified herein and shall not be used on any other proje <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 />CENTENNIAL PAVILIC <br />LOUISVILLE, CO <br />PEDERSEN DEVELOPMENT C <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 ARCHITE <br />PROJ. <br />NO. <br />2001 <br />1515 Arapaho <br />Tower One, S <br />Denver, CO <br />80202 <br />303.302.7110 <br />303.302.7114 <br />07.17.01 P.U.D. <br />09.04.01 P.U.D. <br />. 10.01.01 P.U.D./S.R.U. <br />11.02.01 P.U.D./S.R <br />11.15.01 P.U.D./S.R.U. <br />SITE PLAN - PHASE 1 <br />E3 <br />All <br />kin elm un hu h Jn ]nn❑ hlllul1CM! <br />1\111cmi uni <br />8V4LO 83801(1N A8 830E1038 <br />8VgL0 8381AI1N AS 8308038 <br />8V4L0 839N11N A8 830E1038 <br />8V4L0 838NfN AS 830E1038 <br />NOIlVHOdH00 O10H NVId <br />VINH0311VO '3NInHl <br />NOIlVHOddOO 01OH NV1d <br />• <br />VINH0311VO '3NIAHI <br />NOI1VHOdL00 O10H NV1d <br />• <br />VINd03111VO '3NInHl <br />1::138Wf1N JNIMVUO <br />LB8Wf1N JNIMVUJ <br />8381/1f1N JNIMdU❑ <br />C) <br />rn <br />z <br />rn <br />w Z <br />O I- <br />P <br />0 <br />z <br />