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-911.164 <br />W <br />Z <br />a <br />Oa <br />• <br />co <br />TCA <br />a <br />CO <br />• <br />Z <br />m <br />-a <br />iw <br />,a <br />a <br />Q•• <br />H:\JL Louisville2416\PUD\Ptotting\A11 <br />■ <br />■ <br />■ <br />LATCH <br />1 3/8" DIA. DROP ROD <br />1 5/8" DIA. OR 1-7/8" <br />GATE UPRIGHT <br />FORK <br />HANDLE <br />LATCH BOLT (ACCEPTS <br />PADLOCK) <br />GUIDE -(3) REQUIRED <br />3/8" DIA. CARRIAGE BOLT <br />180' INDUSTRIAL HINGES, GALVANIZED <br />(MASTER NALCO #15607 OR EQUAL). <br />GATES 4'-0" IN WIDTH OR LESS ARE TO <br />HAVE (2) HINGES. GATES GREATER THAN <br />4'-0" ARE TO HAVE (3) HINGES. <br />6" DIA. GALVANIZED STEEL <br />GATE POST, CONCRETE FILLED <br />2" DIA. GALVANIZED <br />STEEL TUBE GATE FRAME <br />INDUSTRIAL LATCH t HINGE <br />e! <br />HINGE <br />2416J012 <br />1/2"_1'-0" .52 <br />4"x8"x16" SOLID MASONRY CAP <br />BOND BEAM <br />8" ARCHITECTURAL SPLIT -FACED BLOCK, <br />GROUTED SOLID REINFORCED W/#4 BARS <br />2'-O" O.C. VERT. PAINTED WHITE <br />(MATCH BUILDING) <br />6" CONCRETE SLAB REINFORCED W/#4 <br />REBAR 2'-0" O.C. EACH WAY <br />8" CMU GROUTED SOLID REINFORCED W/ <br />#4 BARS 0 2'-0" O.C. VERT. <br />CONCRETE FOOTING REINFORCED W/(2) <br />#4 BARS HORIZ. CONTINUOUS STEP <br />FOOTING W/GRADE AS REQUIRED TO <br />MAINTAIN FROST COVERAGE <br />SECTION AT TRASH ENCLOSURE <br />11'-4" <br />FIELD VERIFY FOR GATE <br />TRASH ENCLOSURE ELEVATION <br />coo <br />L <br />3'-8" <br />11'-4" <br />4'-0" 3'-8" <br />AAA A 40. A/ A/AA 4A <br />r <br />• <br />• <br />SLOPE <br />1/4" PER 12" <br />6" SLAB ON GRADE W/ #4 <br />REBAR ® 2'-0" O.C. EACH <br />��WAY <br />1 <br />'A <br />A <br />A <br />A <br />2407J004 <br />3/4"=1'—O" <br />4� <br />z. <br />6" 0 STEEL POST IN <br />CONCRETE 4'-0" DEEP. <br />24 GA METAL SIDING W/ <br />PERIMITER METAL CLOSURE <br />EDGE. (BUTLERIB H) ON 2" <br />DIA GALV. STEEL TUBE <br />FRAME, PAINTED. <br />2416J002 <br />3/8"-1'-0" <br />4"0 x 3'-0" HIGH STEEL <br />POSTS, SEE DETAIL _/A1.1 <br />SIM. <br />8" ARCHITECTURAL SUP FACE <br />BLOCK <br />CONCRETE FOOTING BELOW <br />SHOWN DASHED <br />8" ARCHITECTURAL SPLIT FACE <br />BLOCK <br />2416J003 <br />W <br />0 <br />a <br />5'-0 <br />HECLA WAY <br />0 <br />N <br />122.38' <br />1-1 <br />LEHRER'S FLOWERS <br />3376sf <br />13'-0" <br />• <br />21 t <br />IrO <br />Oi <br />3 <br />• SIGN <br />LOT 1 <br />19326sf <br />0.44t acres <br />t • A <br />5 <br />5 <br />• <br />147.38' <br />Co <br />LOT 2 <br />26035sf <br />0.60* acres <br />8'-8" <br />• IMO <br />2c) 2co <br />tti <br />io <br />CARWASH <br />0 <br />‘/ <br />TCB EB <br />Go <br />14001 <br />• <br />SOUTH BOULDER ROAD <br />PLAN AT TRASH ENCLOSURE <br />SITE PLAN <br />1:20 <br />• <br />• <br />• <br />This drawing is the property of Overway + Pedersen Architects, <br />LLP and is not to be reproduced or copied in whole or in part. <br />It shall only be used for the project and site specifically <br />identified herein and shall not be used on any other project. <br />KEYNOTES: <br />1. GROUTED SPLIT FACE CMU RETAINING WALL <br />WITH FLAGSTONE CAP <br />2. FLAGSTONE RETAINING WALL <br />3. MONUMENT SIGN <br />4. BENCH <br />5. BIKE RACK <br />6. LANDSCAPED AREA <br />7. NEW V-0" SIDEWALK <br />8. 6' PLANTER <br />9. DUMPSTER ENCLOSURE <br />10. EXISTING SIDEWALK <br />11. BUILDING SETBACK LINE <br />12. UTILITY EASEMENT <br />13. DRAINAGE EASEMENT <br />14. OUTDOOR SEATING <br />15. METAL CANOPY <br />16. STANDARD PARKING SPACE, 9'-0"x 19'-0" <br />17. ACCESSIBLE PARKING SPACE, 14'- 0"x 1r- 6" <br />18. DELIVERY VAN PARKING SPACE, 10'-0"x 1r-6" <br />20. 2C-0" LIGHT POLE <br />21. 'NO LEFT TURN' SIGN <br />22. EXISTING STREET LIGHT, RELOCATED BY TENANT <br />23. PARALLEL PARKING SPACE, 10'-0"x 22'-0" <br />24. BLACK CONC. APRON 10'-0" WIDE FRONT/ <br />7-0" AT REAR <br />pft :cuib <br />and <br />Homan <br />S BOULDER RD AT PLAZA DR <br />LOUISVILLE, CO <br />CARCOLO #1 LTD. <br />9111 JOLLYVILLE ROAD, SUITE 106 <br />AUSTIN, TX 78759 <br />PROJ. <br />NO. <br />2416 <br />FINAL PUD & DEV. PLAN PLAN. COMM. CONDITIONS <br />PUD COMMENTS <br />PLAN. COMM. COMMENTS <br />• 28 JAN 2005 <br />SITE PLAN/ <br />SITE DETAILS <br />A1.1 <br />