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PROVIDE CONTROLJOIN79 AT i1 <br />1T D.D. (26%SLAB THICKNESS) <br />yrs <br />S THICK: CONCRETE <br />PAVINO WITH <br />BXB-W7.4XW7.4 WWF <br />(PLACED AT MID HEIGHT <br />OFSLABJ <br />COMPACTED SUB <br />BASE <br />COMPACTED SUB <br />GRACIE <br />CONCRETE � <br />PASOV R BC SECTIONI 18107 "SEN:' <br />SCAB: JV4• . 11w C3 -9- N.T.S. <br />BOLLARD: <br />STANDARD C' INSIDE OI0.4ETER <br />STEEL PAINT CUSTOM GREEN MIX BY <br />GLIDDEN. <br />REFER TO EXTER4OR FINISH SCHEDULE <br />CONCRETE PAD OR SIDEWALK: <br />REFER TO SITE DEVELOPMENT FOR <br />LOCATION AND TYPE. <br />CONCRETE FILL <br />CONCRETE FOOTING <br />S 3 -re L BCLGAURD SECT50N <br />±3j <br />•a SCAM aW -,W <br />STARE ON <br />' J '. iC L'NF11 <br />BPALTN3 <br />WATER ROIH Y'tk'l.. AREATOBEPrJ3TMTM <br />Pry RLTROC,:- CO'!POST <br />WORKAAEA I 511_'BO l <br />FILTRE)OW SILTBOXX-'I <br />PLAN VIEW <br />xIr WDOOC'J]TAKE <br />RLTRFw:®FILTB- �•�` <br />(12'7_ TYPICAL) <br />WOfK lrA <br />.VTJ, TO BE PRCTEOTED <br />FILTREXX®8ILT5OXXTR SECTION <br />NOTE: <br />1. .AL F'.,TERIALTOME�TFILTFE.';. SPECIFICA7NINSCR,"^ OVPD <br />CDUn. <br />2. SJLTSM" CY;POSTfJSOLlP7CKS-EDRLLTO,IEETAPPLICATION <br />REWnd 'ENIS. <br />3. SILTSD7C.'' DEPICTED IZ FOR F''NIK,Ull SLONA GREATER SLOPL 3 <br />MAY 7CM_ UIRE lAD3R1 WC" PER TFE ENGINEFJL <br />A.LJMPOST MATERWLTO BE 018?RiSEYl ON BRE, An TT.A4NRDBY� <br />ETIG :JEER <br />� scAlJll i+Ta - <br />PRO' ! IDE CONTROL JOINTS AT <br />Fl J_1 _11 I .F�I�L �. <br />STEEL TL'3E OR'_'x Z'4 VB" ANGLE I I I <br />Wl WELDED JOINTS. PAINT CUSTO'H GREEN MIX <br />JI <br />11Y O.G (2B', SLAB THICKNESS) <br />1d• <br />'RESERVED PARK NG' EQUAL TO <br />r. - <br />MIN'IESOTA STATE SPECIFIED <br />ON OPPOSITE SIDES OF FENCE <br />SIGNAGE REQUIREMENTS.ATTACH <br />CONCRETE PAVING. <br />r.a^ <br />4• e^ x -v <br />MOUNTING BOLTS. <br />AT RIGHT HAND DISCHARGE <br />NOTE: CONTW.CTOR'S OPTION To POUR <br />r INTETGRA'. (MONOLITHIC) CURB AND PAVING. <br />LOCATION PROVIDE "VAN <br />wy <br />WHERE PAI.AG POURED uEP: RATE, <br />PGT2 CONNECTORS FOR <br />I'^ <br />PROVIDE KEY-WA1Y OR i4 X 1'A"DDVWLS AT <br />X 1 D ER <br />(BOTH DOOR-,) <br />4B' Q.C. <br />I <br />BOLLARD Wf CONCRETE. <br />ALIGNED FJR SENT BAR, <br />2^X4' C.C.A. HORIZONTAL AiiL <br />T'I (3)S4% CONT, 4.!" MIN. COVER <br />s4 TIE BARSAT48" O.C. <br />;0N-0RFrE <br />CURB SECTION <br />!!j SCALE 314"=,dw• <br />SIGNAGE: <br />r <br />r NANDIA1CAP PARKING SIGH <br />`� 31CALEi 814•.,•-0' <br />GATE FRAME: I M. I 1Yfx 1,'8" <br />Fl J_1 _11 I .F�I�L �. <br />STEEL TL'3E OR'_'x Z'4 VB" ANGLE I I I <br />Wl WELDED JOINTS. PAINT CUSTO'H GREEN MIX <br />JI <br />_ <br />! <br />1d• <br />'RESERVED PARK NG' EQUAL TO <br />v+�J <br />MIN'IESOTA STATE SPECIFIED <br />ON OPPOSITE SIDES OF FENCE <br />SIGNAGE REQUIREMENTS.ATTACH <br />s< -J <br />s:r 4 TO BOLLARDS Wl GALT'. <br />ATTACH HOR2, 2 x '. TREATED <br />MOUNTING BOLTS. <br />AT RIGHT HAND DISCHARGE <br />LOCATION PROVIDE "VAN <br />ACCESSIBLE" SIGNAGE EQUAL <br />PGT2 CONNECTORS FOR <br />TO" BEST• ND. 5552. <br />------ <br />X 1 D ER <br />(BOTH DOOR-,) <br />LZE <br />GALiANI2ED POLE SETINSIDE <br />SET <br />GA OLE E <br />I <br />BOLLARD Wf CONCRETE. <br />r NANDIA1CAP PARKING SIGH <br />`� 31CALEi 814•.,•-0' <br />GATE FRAME: I M. I 1Yfx 1,'8" <br />Fl J_1 _11 I .F�I�L �. <br />STEEL TL'3E OR'_'x Z'4 VB" ANGLE I I I <br />Wl WELDED JOINTS. PAINT CUSTO'H GREEN MIX <br />JI <br />_ <br />! <br />1d• <br />BOARDS ALTERNATE BOARDS <br />CIRCULATION PARALLEL <br />TO RAMP. <br />:.rrae <br />STR�ONG.TM PG- T2 <br />ON OPPOSITE SIDES OF FENCE <br />n CONCRETE MANN -CAP RAMP <br />2"GALV, STEEL PIPE <br />ATTACH HOR2, 2 x '. TREATED <br />ALLFASrNE:'LTOBE <br />CENTERED ON STC. TUBEING, <br />STOP &SOTTO-4VI4"x1W <br />GALV- CARRIAGE BOLTS ON OUTSIDE <br />.ATH SIMPSON STRONS-TIE <br />TO R_-CEIVE FENCE FACE BOARD. <br />PGT2 CONNECTORS FOR <br />I I I <br />3M' BENT STC. BAR <br />ATTACI'ING FENCE. <br />(BOTH DOOR-,) <br />-1 <br />Int'I.Q.x2TOFRIL <br />PIPE WELDED NFRA7IE& <br />ALIGNED FJR SENT BAR, <br />2^X4' C.C.A. HORIZONTAL AiiL <br />I <br />'—! J �''.'� <br />BOTTOM OF FENCING �.� <br />4'ABOIJECRADE <br />PLACES. <br />CONCRETE PAD <br />1' HOLE IN PAVMT N- I TTL. SLEEVE <br />TO RECEIVE STL. BAR (3' DEPTH MIN.) <br />FRONT SIDE ,1F Y <br />NOTE: ALL N'. TL PM PPRIED L1 P <br />- <br />PRI! ER&PAINTrDTO CUSIOMGREEN MOf UY�DDEN.I <br />n <br />C3 <br />I <br />—J <br />,• r'u'ET�� r <br />L' HINGE: <br />TYP. (2 ) STANLEY BBSST (AP-LICATION B- <br />FU4L SURFACE HINGE) PHOSPHATE <br />WITH NO HOLES ON ONE SIDE FOR <br />WELDING TO STEEL PIPE <br />PROVIDE TOOLED CONTROL JOINTS AT fiJ. N <br />{ 25 n SLAB 7HLCNT♦£SS) AND ISOLAnON JOINTS AT <br />24' O.C., I1NLE53 OTHERWISE NOTED. <br />4• THICK CONCRETE SIDEWALK <br />W!B XB W1.tx WIA VIWF <br />COMPACTED9USBASE <br />COMPACTED SUB GRADE <br />IIF-, <br />l CONTROL JOINT <br />COACREiIE <br />SIDEWALK SECTION <br />JBCALEI 314" : ,'HT• <br />L 0,41E M7&IL <br />SCALEI H.T.s" <br />vw TREATEDDOG <br />EAR BOARDS <br />d" :4"X lPr STEEL <br />TUDE GRLY.JT FILLED & <br />CAPED, C_,Jn.REYE. <br />PAE'T CJST'O.i GREEN F.'.X SCOL§DDEN, <br />,• F N P <br />TYP (2)STAIs.E' <br />BLAS APPLICATIOK <br />C - FULL URFACE <br />HINGE) r.IOSPHATE <br />V:.T. TH NO HOLES ON <br />ONE SIDE FOR <br />WELDING TO STEEL <br />PIPE. <br />REFER TR STRUCTURAL <br />FOR SECTION <br />O SEAL C.N.U. vlITH M. !.l) COATS — <br />117X11Y!';5, XA'D" ENVRX.Al.PBTI.'YBAS: QRErjAL <br />LONG WELDED TO GATE SEALER MUST BE INETALLLP PER ILL <br />(- } •ANLFACTIIRJT'S RECOMI.'FNDr.Tl"T <br />1 I I 314'SENT STLB 3 <br />(BCTHDOORS) <br />SINGLE 3'-0" GATE AT HVAC ENCLOSURE r�IPve,� <br />�0 <br />LTJ <br />-- <br />1, SYMBOL TO BE PAINTED (HIGHWAY GRADE) <br />YELLOW PER ACCESSIBILITY STANDARDS, <br />12• <br />HANDICAP <br />FS-) PARKIN2 SYMBOL <br />!!j snoiz 314• - 1b" <br />-IDE DBT$CTABLE WARNINGS WITH RAISED PATTERN <br />(CAUTSON YELLOW COLOR WITH.W DIA AND RAISE.D2• PER AOAAG 4.7.7) yy <br />�A��44sr��wr,r�.■ <br />DETECTABLE <br />WARNINGS <br />WIDTHOTHEFULL� Sero <br />THE C RB RAP PER <br />THE CURB RAMP PER <br />ADAAG 4.T3 <br />SLOPE 1• IN <br />O, <br />� <br />FOR LOCATIONS WITH <br />1d• <br />BOARDS ALTERNATE BOARDS <br />CIRCULATION PARALLEL <br />TO RAMP. <br />:.rrae <br />STR�ONG.TM PG- T2 <br />ON OPPOSITE SIDES OF FENCE <br />n CONCRETE MANN -CAP RAMP <br />!•3 !CACI[ <br />I, <br />'1 MAX PROVIDE POST CAPS <br />I III <br />� <br />1-6 CCATREATED DOG EAR <br />BOARDS ALTERNATE BOARDS <br />- <br />STR�ONG.TM PG- T2 <br />ON OPPOSITE SIDES OF FENCE <br />� fi 11 1 <br />2"GALV, STEEL PIPE <br />I <br />ALLFASrNE:'LTOBE <br />(SCHEDULE 4C. -3 GAGE) <br />16 1 <br />' GALVANIZE F-4HBO <br />.ATH SIMPSON STRONS-TIE <br />n <br />\ / <br />PGT2 CONNECTORS FOR <br />F� <br />\ <br />ATTACI'ING FENCE. <br />- <br />-1 <br />MINIMUM OF PGTxS PER PIPE. <br />2^X4' C.C.A. HORIZONTAL AiiL <br />' <br />ITYP,) ME71BERS THREE (3) <br />PLACES. <br />I III <br />� <br />;IMPSON <br />STR�ONG.TM PG- T2 <br />i J <br />� fi 11 1 <br />TOP I <br />I <br />ALLFASrNE:'LTOBE <br />' .�. 7• <br />16 1 <br />' GALVANIZE F-4HBO <br />n <br />\ / <br />F� <br />\ <br />- 2 ��iLE !c <br />PROVIDE (2) 3W DIA. WEEP <br />HOLES, TYP. <br />f i CONCRETE FOOTING <br />SET POtEu IN DUMP—R <br />I I PAD. <br />0 Z N <br />NZ <br />11C �J and 1.= <br />C4 U) -t <br />�ns+s.-c ria <br />DATP: 6-27.14 <br />C3 of 5 <br />