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• <br />• <br />• <br />ANCHDR S E E M BOLT ORNAMENTAL M L 10101 6 WALL <br />SEEM?* DETAIL <br />� ===j-111-_-_=111E111--11111 1 1111=111 111 I <br />El= 1 i1 <br />0AIAP PROOFING. V RECOMMENDED <br />BACKFIL <br />�IIIIIIII <br />CONTINUOUS LT RORAVELP -III- <br />I FILTER FABRIC WRAP <br />OF MORE) <br />IN 1008* CONTINUOUS <br />N FOOTING ® TOO= <br />FORGOG10 <br />FOOTING MBAR <br />IOTA NOOK <br />\_III -III <br />111-11 -1 <br />=II aT <br />I I <br />rr Gower 1E11- <br />I 1111 111- 1111111 <br />r Dora <br />0881 REAR COIN. <br />3' COVER <br />W <br />RETAINING WALL <br />DETAIL <br />NOT TO SCALE <br />it <br />1 <br />C6.2 <br />3' COM <br />H• NOON LEN3TH. SID 80. NOOK <br />N• 0 FOR f-0BAR <br />HT, ID' FORTS BAR <br />H• 17 FOR. DAR <br />11.1t. FOR 07 BAR <br />NOTES: <br />1. PROVIDE EXPANSION JOINTS <br />SPACED 30 0.C. <br />2. PROVIDED EXPANSION JOINT AT <br />WALL AND BUILDING FACE <br />INTERSECTION. <br />/--INSTALL POSTS INTO 1 3/r DNA. CORE HOLE <br />WITH NON -SHRINK GROUT, CROWN FOR <br />ORAINA00. SEAT. AS SPECIFIED (TIP.) <br />8'W CONCRETE SDE WALL. 48041 <br />/- SHALL BE FLJSH MAT14 8050 00 STAR <br />FINISHED GRADE I <br />ti:11/i-••• <br />'W1-1 I <br />E1 I <br />11111 =III-- <br />RA.5MS DETAIL <br />SECTION A -A' - <br />I/2' RADE EXFAN90N JOINT <br />WITH SEALANT. 2'L X 3/6` <br />OA STEEL 00881. MATH SLEEVE <br />MATERIALS VARY <br />SEE PLANS <br />8' DENSE <br />GRADED <br />CRUSHED STONE <br />SPACE POSTS EQUALLY AS REWIRED. <br />MAXIMUM 0.8. <br />-1 1 1/2' 01A BRUSHED ALUMINUM 10515 AND <br />RAIL 1/4' SEAM 4010 JOINTS FURNISH AND <br />INSTALL RAILING TO MATCH SLOPE OF STAIR <br />MOUNT TO FACE OF WALL INHERE APPUCABLE. <br />144', / ^RAIL SHALL BE 1 1/2- MAX FROM FACE <br />94 MBAR SPADED <br />3r 0.C. (TIP.) <br />1' CHAMFER ON (4) FOUR <br />SIDES OF CURS WALL <br />4 RENA SPACED 1r <br />0.C. 2 CLEARANCE <br />FRGSHHED GRADE <br />-f4' YI <br />=1 11= `-f,.� - -- <br />11 WO <br />1 • <br />-II- � <br />i <br />STAR DETAIL ' <br />FINISHED GRADE <br />II_ 0 <br />-III_ <br />-1 11 -1 11 -1 I <br />SIDE WALL <br />SEE A80IS DETAIL <br />1/2' DIA RADIUS <br />ON NOS (TIP.) <br />//-- BROOM FINISH TREADS <br />/ FENDICUL88 TO <br />TRAFFIC <br />/ 7RAFRC <br />93 REBAR AT NOSE <br />OF TREAD (TIP.) <br />r BAT T88 Io. <br />/FT <br />CONCRETE AT LANDING IN <br />EMME) 0015 OF STARS <br />1/2' WIDE EXPANSION JOINT <br />08114 SEALANT. 21 X 3/8' <br />DIA. STEEL DOME- MAT* SLEEVE <br />MATERIALS VARY <br />SEE PLANS <br />FINISHED GRADE <br />11'Ill��fl.�.illl <br />7.111-111=i I 1I i= <br />04 ROAR SPACED 12• <br />0.0. 3' CLEARANCE <br />REBAR OF <br />O (TREADED <br />5: <br />COMPACT <br />9JBGRADE <br />„.-1. CHAMFER (4) FOUR <br />EDGES OP CURB WALL <br />RETAINING WALL <br />SEE DETAIL <br />A <br />CONCRETE STAIR <br />DETAIL <br />NOT TO SCALE <br />HANDRAIL OFFSET 1 1/2' FROM FACE OF <br />WALL. (1) ONE PER SIDE OF STAIR <br />SEE ABOVE DETAIL <br />COORDINATE POST INSTALLATION <br />TRTN CONCRETE TREADS <br />STAR RISER (M.) <br />PLAN <br />0 <br />1' SOLO <br />50. TICKET <br />TOP OF WALL <br />2` CLEAR (TIP.) <br />4' <br />III <br />rur SO. POST WITH <br />MT POST CAP, M. <br />/ - ART MORK <br />2r 8 1(' RAIL <br />/,-1/4" THICK 458505 <br />PLATE AND ANCHOR <br />80LT -5EE NOTE 3 <br />RAIL SECTION <br />1 1/j <br />TIP. <br />4' 4' -Y <br />110188,0 GRADE <br />SECTION C-C• <br />FASTEN 51181 BRA0NP1 <br />WHERE R4UNG ABUTS <br />BUILDING. OE NOTE 4 <br />1 <br />TOP OF RAU. 1 <br />R1LRA11£ PANEL <br />NT-o" Naem <br />SIAMARD PATE. <br />3'NS 50. POST 1' SOLID SC PICKET <br />�� RNL TW. �� 2 -C INSIDE CA (APPROX.) <br />am" NI111 W5ET ART WORT( <br />I t <br />11 II <br />MT POST CAP. TIP. <br />50. POST <br />/ 2$ 18 1}' ANL r1' SOUR SO. PICKET <br />BRICK *EWER TEN 3 /E' WORTAR- COLOR <br />TO RA701 BULLING <br />CCPR;AT 808188 O FOR EPEE STANDING PIERS <br />93 IIISCNRY TIES 817 0.8. VERTICALLY AL SIDES <br />(2) HOLES FOR STEEL 00W0S INTO CAP <br />fd TIES 88-95 I4 1105000 (M) AND <br />POURED CONCE E NEILL <br />(2) 3/8 -111. T 4-N. <br />LONG ST. STEE1. <br />DOMES N 0011 10 <br />INFL AND GRANITE <br />�- MORTAR DOWEL TO GRANITE <br />5800114 FINISH PRECAST CONC. CAP <br />INCLUDE ■1N0R SLOPE 10 DRAM AS <br />APPROVED BY TT?. LANDSCAPE ARCHTECT <br />I' CHAMPFER ALL (4) SOTS <br />1/C SAW CUT WIDOWS IN <br />CONCAVE CAP ALL FOUR SOS <br />BRIG( VENEER AROUND CONC. <br />MIL 81114 3/8' MORTAR -CDLC <br />TO BATCH DAUM <br />POURED CONCRETE NFU/ <br />14 1E5 C.7 HLLY (M.) ORI2M. AND <br />95 WSDCA <br />93 L1ASO0Y 1S C12- <br />0.0 VERTICALLY BOTH <br />SIDES <br />�I!® <br />R <br />L__8 <br />IfFA <br />24' <br />- CONC FOOTING <br />1/4' ROM MANSON <br />JONI AT SCAT AM <br />ROAMING WALL <br />NTERSEDTIOi5 (M.) <br />PAW ENT TYPE VANES <br />SEE PUNS <br />DRAM <br />2 <br />FINISHED CHAOS <br />5' -0' <br />VAiriiMt <br />4. -3. <br />TIP <br />SECTION <br />CAP AND BRICK PIER <br />CONC. FOOTING <br />DENS- GRADED CRU94ED <br />STONE <br />81'181 PIEFA4 GONG PION CAP <br />TOP W PROPOSD STAIRS <br />WIWRINFMM <br />R1RM■IM <br />- -- <br />11•••111■in <br />NR■MINII - <br />■•0• <br />■ - MMIUMI <br />REMMI <br />U1 <br />MIRMIMMIMMI <br />BOTTOM W PROPOSED SD <br />I7' <br />TIP. <br />WALL, STAIR, PIER �VFVATION <br />BRICK PIER <br />DETAIL 3 <br />NOT TO SCALE <br />06.2 <br />316/1614X <br />1 /4• THICK WELDED <br />PLATE AND ANCHOR <br />BOLT-SEE NOTE 3 <br />' <br />L <br />CAP PLAN <br />MENEM <br />BIMI =NM <br />��'1' X • SUPPORTS. TYP <br />DECDRAIIVE PANEL. <br />AND MIT WO00 BADE <br />OF 1/4 -1/2" S1ED- <br />RAIL ELEVATION <br />CONCRETE FOOTING *ERE <br />-- 313/16 114X APPUCABLE TOP OF FOOTING <br />SHALL 1 FLUSH MATH GRADE <br />AND FORIAED TO BATCH <br />DIBEN90N5 CE ADJACENT <br />PAVERS -SEE LAYOUT PLAN <br />AND PARETIA 1 TYPE <br />SCHEDULE <br />ORNAMENTAL RAILING DETAIL <br />DETAIL <br />NOT TO SCALE <br />0 <br />TYP.CA1. FREE STANDING PER MILL HAVE <br />A FLUSH ROOMED UGHT FIXTURE AS <br />S°ECR80 REWIRING WORM AND <br />WRING TO In 0STAUED MINN THE PIER <br />0804 10 FILL-SEE DETAIL FOR <br />LOCATION. CONTRACTOR 10 CWRONATE <br />CONSTRUCTION MTH AL <br />9JB- CONTRACTORS AND LANDSCAPE <br />ARCHITECT <br />c'LEVAT1ON <br />FREE STANDING BR CK PIER <br />WITH UGHT FUTURE <br />PROPOSED 0401 PIER. <br />FAILING. AND SCULPTURE <br />8458 -SEE DET018 THIS <br />SHEET <br />NOTE: <br />ALL STEEL FENCE AM APPURTNANCFS SHAH 80 <br />FREAAMFAC11RW 1101 DIP GALVAHEED. 000*8J AND <br />*OBOE COATED N COLOR APPROVED BY THE LANDSCAPE <br />ARCHITECT. <br />FULL RED ALL SEAMS AM GEOID 91001. AS SPECIFIED. <br />PROPOSED RE'TANING WALL <br />WTH VENEER -SEE DEM. <br />THIS SHEET <br />OUTDOOR <br />AREA <br />RIMED GRADE <br />r <br />24' <br />NOTES: <br />TOP OF WALL <br />OR RNL94ED GRADE <br />1. FINISH OF RARING MALL BE POYA'11 COATED. C0.0R RR FINISH <br />SHALL 440.1771 COLOR CR BNLDWG AWNING AND WINDOW CASINGS <br />COORDINATE COLOR W1H THE OWNER AND LANDSCAPE ARCHITECT <br />PRIOR 70 FABRICATION. <br />DECORATIVE PANEL TO 80 REPEATED EVERY FIFTH PANEL. P41100N <br />TO BEGIN WT/4 TWO STANDARD PANELS. ONE DECORATIVE PANES. <br />FOUR 5TAN0AR0 PANELS. ETC. AND ENDING MTH TWO STANDARD <br />PANELS. COORDINATE 081)4 LANDSCAPE ARCHITECT LOCATION 00 <br />PANELS PRIOR TO INSTALLATION. <br />2. DECORAIV< PANEL NOT SHOWN AND WILL BE 5.1818)8100 BY DINE <br />CITY'S FENCE 008GT1 REPRESENTATIVE (SEA) UPON AVA1LABIUTT. <br />3. ATTACH POSTS TO TOP OF RETAINING WALL PATH 3 /e DIAMETER <br />X 5' LONG NOT DIPPED ZINC C0A1O THREADED ROD, WASHER, AND <br />NUTS. 807701 OF POST SHALL COMM //4' THICK FULL SEAM <br />MOM PLATE W ACCEPT (4) R005. (2) EACH SIDE OF POST. <br />4. 1/4' 1111041 X 1'MO 2'L L -SHAPED POUNDER COATED STEEL <br />BRACKET. MELD BRACKET TO TOP AND BOTTOM RAIL AND FASTEN <br />TO FACE OF BUILDING WALL WITH NOT DIPPED ZINC COATED <br />MASONRY BOLTS MTh EIKPAN85! SHOWS. <br />5. 9N0P DRAWINGS OP FENCE. 5VANG GATE, LAIC*. LOCK. <br />A536LY. AND FINAL ART WORK TO BE PROVIDED TO 1HE <br />LANDSCAPE ARCHRE01 AND FINAL REVIEW BY 111E OMNER. <br />- 24' <br />FIRMED GRADE <br />.1 <br />i <br />l'14- - ' 14981 -II E <br />L.�� -��-,, IrI- -II�1E <br />CONCRETE SEAT WALL <br />DETAIL <br />100T TO SCALE <br />CHAMFER (M. <br />PON BOTH SIDES) <br />PLAZA 0f c0.- MAIEMALS <br />VARY BM LAYOUT PLAIN <br />1'X1 /2. COP REVEAL (RABIC <br />YA1K 58E ORI) <br />3000 P9 OCNCRE10 <br />94 113 812' HORD:MTN- ANO <br />4-95 TIES VERTICALLY (M.) <br />51_0 PLANS FOR PAVEMENT TIRE <br />1 1/r LAYER SAM SETTING BID <br />DENS; GRADED COSHED STONE <br />COMPACTED SIRRtA5E <br />NOTE <br />1. SEE WALL LAYOUT PLAN FOR 000004INE <br />=ENDOWS <br />5. NERVY WALL DIMENSIONS WITH GRADING <br />AND LWDSCAPE ARON.0Z R PRIOR TD <br />185TH LA1001. <br />3. MULL EXPANSON JOKE SPACED 30' <br />0.0. AS OWNED. <br />FOR BID ONLY <br />NOT FOR CONSTRUCTION <br />IAUEn •.VE.TIK.AAW11n>0NGNBRSNIAMNBS <br />ARCHITECT /ENGINEER <br />PLANNER <br />AA. <br />HARTFORD <br />MMECT <br />Todu.Idn dc. <br />I rb, catty MO HO 0081 AisEax <br />i I ATA PP Pwm4 a <br />AN aL n, <br />Mna Am kat1 ®<bW <br />*841 I Wks! utlPW <br />rRPM <br />Sawr <br />Fgr. ly®e AV MIDI <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />ss1EDDENN MOUTH E <br />521ENN <br />18 <br />SURE:19 <br />fx 59-7161200 <br />PRO3ECT: <br />BETTY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />CENTER <br />PARKWAY <br />ISSUE: <br />8-18-68 - CITY REVIEW ST <br />8-98 -66 - MD ST <br />C., REV. THIS SHEET <br />SHEET TITLE: <br />SITE <br />DETAILS II <br />SHEET NUMBER: <br />C6.2 <br />• <br />L7) <br />C• <br />!1[ <br />