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PROVIDE CONTROL JOINTS AT <br />12' O.C. (25% SLAB THICKNESS) <br />5" THICK CONCRETE <br />PAVING WITH <br />6X6-W1.4XW1.4 WWF <br />(PLACED AT MID HEIGHT <br />OF SLAB) <br />COMPACTED SUB <br />BASE <br />COMPACTED SUB <br />GRADE <br />in - <br />° °a <br />CONCRETE <br />1 PAVING SECTION <br />C3 SCALE: 3/4" =I --0" <br />0 <br />i0 <br />BOLLARD: <br />STANDARD 4" INSIDE DIAMETER <br />STEEL PAINT CUSTOM GREEN MIX BY <br />GLIDDEN. <br />REFER TO EXTERIOR FINISH SCHEDULE. <br />CONCRETE PAD OR SIDEWALK: <br />REFER TO SITE DEVELOPMENT FOR <br />LOCATION AND TYPE. <br />CONCRETE FILL <br />CONCRETE FOOTING <br />"I DIAMETEFZ1 <br />6 STEEL BOLLARD SECTION <br />C3 SCALE: 3/4" = V-0" <br />WATE <br />STAKE ON <br />10' LINEAL <br />SPACING <br />2"x2" WOODEN STAKE <br />FILTREXX® SILTSOXXTM -\ <br />(12" • 18" TYPICAL) <br />WORK AREA <br />AREA TO BE PROTECTED <br />FILTREXX® COMPOST <br />SILTSOXXTM <br />FILTREXX@ SILTSOXXTM <br />PLAN VIEW <br />3%- 4" <br />AREA TO BE PROTECTED <br />12" ± <br />FILTREXX@ SILTSOXXTM SECTION <br />NOTE: <br />1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS OR APPROVED <br />EQUAL. <br />2. SILTSOXXTM COMPOST/JSOIL/ROCK/SEED FILL TO MEET APPLICATION <br />REQUIREMENTS. <br />3. SILTSOXXTm DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES <br />MAY REQUIRE LARGER SOCKS PER THE ENGINEER. <br />4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY <br />ENGINEER. <br />10 FILTREXX° SI LTSOXXTM <br />C3 SCALE: NTS <br />2 NOT USED <br />C3 SCALE: N.T.S. <br />0 <br />(V <br />0 <br />c� <br />PROVIDE CONTROL JOINTS AT <br />10' O.C. (25% SLAB THICKNESS) <br />8" <br />CONCRETE PAVING. <br />2'-0" <br />Z <br />—3Z <br />NOTE: CONTRACTOR'S OPTION TO POUR <br />co <br />L N w <br />INTEGRAL (MONOLITHIC) CURB AND PAVING. <br />W <br />0 <br />O <br />WHERE PAVING POURED SEPARATE, <br />o <br />uj <br />O <br />PROVIDE KEY -WAY OR #4 X 1'-0" DOWELS AT <br />g <br />aLU <br />W <br />Q <br />48" O.C. <br />d" d" h <br />Net <br />2 W <br />I-yN <br />(3) #4's CONT. W/ 3" MIN. COVER <br />#4 TIE BARS AT 48" O.C. <br />CONCRETE <br />3 CURB SECTION <br />C3 SCALE: 3/4" = V-0" <br />SIGNAGE: <br />"RESERVED PARKING" EQUAL TO <br />MINNESOTA STATE SPECIFIED <br />SIGNAGE REQUIREMENTS. ATTACH <br />SIGN TO BOLLARDS W/ GALV. <br />MOUNTING BOLTS. <br />AT RIGHT HAND DISCHARGE <br />LOCATION PROVIDE "VAN <br />ACCESSIBLE" SIGNAGE EQUAL <br />TO "BEST" No. SS52. <br />4'-0" X 1 1/2" DIAMETER <br />GALVANIZED POLE SET INSIDE <br />BOLLARD W/ CONCRETE. <br />BOLLARD: <br />REFER TO DETAIL 6/C3 <br />7 HANDICAP PARKING SIGN <br />C3 SCALE: 3/4" = V-0" <br />717 7171 <br />GATE FRAME: 1 1/2"x 1 1/2"x 1/8" — — <br />STEEL TUBE OR 2"x 2"x 1/8" ANGLE — — — <br />W/ WELDED JOINTS. PAINT CUSTOM GREEN MIX N. <br />ATTACH HORZ. 2 x 4 TREATED <br />CENTERED ON STL. TUBEING, <br />@ TOP & BOTTOM W/4" x 1/4" <br />GALV. CARRIAGE BOLTS ON OUTSIDE <br />TO RECEIVE FENCE FACE BOARD. <br />3/4" BENT STL. BAR <br />(BOTH DOORS) <br />(2) 1" I.D. x 2" LONG STL. <br />PIPE WELDED TO FRAME & <br />ALIGNED FOR BENT BAR. <br />BOTTOM OF FENCING <br />4" ABOVE GRADE <br />CONCRETE PAD <br />1" HOLE IN PAVM'T W/ MTL. SLEEVE <br />TO RECEIVE STL. BAR (3" DEPTH MIN.) <br />C3 <br />PROVIDE TOOLED CONTROL JOINTS AT 6' O.C. <br />( 25% SLAB THICKNESS) AND ISOLATION JOINTS AT <br />24' O.C., UNLESS OTHERWISE NOTED. <br />4" THICK CONCRETE SIDEWALK <br />W/ 6 X 6 W1.4 x W1.4 WWF <br />COMPACTED SUB BASE <br />COMPACTED SUB GRADE <br />a <br />p 4 <br />CONTROL JOINT <br />CONCRETE <br />4 SIDEWALK SECTION <br />C3 SCALE: 3/4" = 1'-0" <br />6" HINGE: <br />TYP. (2) STANLEY BB855 (APF - - - <br />FULL SURFACE HINGE) PHOSF <br />WITH NO HOLES ON ONE SIDE <br />WELDING TO STEEL PIPE. <br />8 GATE DETA <br />C3 SCALE: N.T.S. <br />N O <br />1 "X6" TREATED DOG <br />EAR BOARDS <br />IL <br />4" x 4" x 1/4" STEEL <br />TUBE GROUT FILLED & <br />CAPED W/ CONCRETE. <br />PAINT CUSTOM GREEN MIX BY GLIDDEN. <br />6" HINGE <br />TYP. (2) STANLEY <br />BB855 (APPLICATION <br />B - FULL SURFACE <br />HINGE) PHOSPHATE <br />WITH NO HOLES ON <br />CID <br />ONE SIDE FOR <br />WELDING TO STEEL <br />PIPE. <br />0 <br />a a a a a <br />4 d a4 <br />a a a <br />a 4 4 <br />d <br />FRONT SIDE VIEW / C.0 - <br />�/ c o <br />NOTE: ALL MTL. PARTS PRIMED W/ METAL REFER TO STRUCTURAL <br />PRIMER & PAINTED TO CUSTOM GREEN MIX BY LIDDEN. FOR SECTION <br />d 4 <br />a <br />Li <br />DIAMETER <br />14'-0" <br />SEAL C.M.U. WITH MIN. (2) COATS O <br />1 1/2" X 1 1/2" X 1/8" X 4'-0" ENVIROSEAL PBT BY BASF OR EQUAL. <br />LONG '; WELDED TO GATE. SEALER MUST BE INSTALLED PER ALL <br />MANUFACTURER'S RECOMMENDATIONS. 0 <br />3/4" BENT STL. BAR <br />(BOTH DOORS) <br />6'-0" 3/4" 6'-0" 11 5/8" <br />SINGLE 3'-0" GATE AT HVAC ENCLOSURE TOP VIEW <br />11 MASONRY ENCLOSURE AND WOOD GATE <br />C3 SCALE: 3/4" = V-0" <br />Y <br />OJ <br />H Q <br />o w 1. SYMBOL TO BE PAINTED (HIGHWAY GRADE) <br />�, YELLOW PER ACCESSIBILITY STANDARDS. <br />—HANDICAP <br />5 PARKING SYMBOL <br />C3 SCALE: 3/4" = V-0-- <br />PROVIDE <br />-0" <br />PROVIDE DETECTABLE WARNINGS WITH RAISED PATTERN <br />(CAUTION YELLOW COLOR WITH .9" DIA. AND RAISE .02" PER ADAAG 4.7.7) <br />DETECTABLE <br />WARNINGS SHALL — <br />EXTEND THE FULL <br />WIDTH AND DEPTH OF <br />THE CURB RAMP PER <br />ADAAG 4.7.7 <br />SLOPE 1" IN 1" <br />9 CONCRETE HANDICAP RAMP <br />C3 SCALE: N.T.S. <br />8'-0" <br />NAAV <br />ALL FASTENERS TO BE ' <br />GALVANIZE FINISHED <br />DIAMETE / <br />\ 0 0 <br />\ o o / <br />FRONT <br />12 SCREEN FENCE <br />C3 SCALE: 3/4" = V-0" <br />PROVIDE POST CAPS <br />1 "X6" CCA TREATED DOG EAR <br />BOARDS ALTERNATE BOARDS <br />ON OPPOSITE SIDES OF FENCE <br />2" GALV. STEEL PIPE <br />(SCHEDULE 40,13 GAGE) <br />WITH SIMPSON STRONG -TIE <br />PGT2 CONNECTORS FOR <br />ATTACHING FENCE. <br />MINIMUM OF 3 PGT2'S PER PIPE <br />2"X4" C.C.A. HORIZONTAL RAIL <br />(TYP.) MEMBERS THREE (3) <br />PLACES. <br />PROVIDE (2) 3/8" DIA. WEEP <br />HOLES, TYP. <br />CONCRETE FOOTING <br />SET POLES IN DUMPSTER <br />PAD. <br />J <br />m <br />co <br />0 0 <br />00Irb� <br />—3Z <br />LIM o 0 <br />L N w <br />o M z.. <br />O <br />Cl) 0 W <br />Z <br />N N Z; <br />O <br />�� <br />Q <br />d" d" h <br />Net <br />2 W <br />I-yN <br />ae .� <br />OZ60 <br />M � � <br />N (/) d' <br />w <br />w <br />v <br />W <br />W <br />t/1 <br />• <br />e! <br />ci <br />Id <br />00 <br />'" <br />H <br />0 <br />a� <br />R <br />w � <br />o = <br />r• c. <br />J <br />m <br />co <br />0 0 <br />DATE: 8-22-14 <br />REVISION <br />DATE: 12-4-14 <br />N <br />o <br />07 <br />—3Z <br />LO <br />O <br />Cl) 0 W <br />Z <br />O <br />�� <br />Q <br />C� <br />2 W <br />I-yN <br />OZ60 <br />M � � <br />N (/) d' <br />COMM # <br />DATE: 8-22-14 <br />REVISION <br />DATE: 12-4-14 <br />