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• <br />DEPResS CURB POR <br />PEDESTRIAN ACCESS/Pi <br />9) DEPTH CONCRETE <br />APPROACH WITH 8'X9) <br />10 GAUGE WIRE MESH <br />PAN51oN J0 <br />SAW -CUT P MIN DEPTH <br />CONTROL JOINTS <br />BEE PLAN POR SPECIPIC <br />RADIUS DIMENSION AND <br />LAYOUT <br />CONCRETE APPROACH DETAIL <br />SP2 <br />NOT TO SCALE <br />05CT10N A -A <br />SfilgIGRADe PLC TINE <br />ME 1 ---A RENDS T DA ITYN <br />R.I•.Y.MM•1®53=. DISCHARGE PIPE TO CATCIWO <br />COMPARED DARN W1LRIAL snit <br />.. COMPACTED ID5GRAO! IT1'PI <br />OSKTION 9-9 <br />N0T6 TRENCH CASTING! PER SPECIFICATIONS <br />2 <br />TRENCH DRAIN DETAIL <br />SP2 <br />SCALE - 1/4 " -1' -0" <br />PLAN <br />1 9) DIA. U-012X PIPE GUARD W/ <br />CONCRETE PDOTNS <br />2 C00c0ETE ISLAND <br />3 NTE!L CURB FORM <br />4 EXPAN510N JOINT <br />B COMMIE DRIVE <br />B CANOPY COUSIN WO BRICK <br />EMCLOSL E <br />7 CANOPY PORTING <br />SECTION A -A <br />SECTION B -B <br />3 <br />PIPE GUARD AT ISLAND <br />SP2 <br />SCALE - 1/4"-1' -0" <br />MYNAH 9-00070 MOUNT ES 2.0011 <br />CURS INLET PRASE A 014TE <br />TOP CASON.- SE! PLAN <br />MIN. 2 CONC. ADJUSTL1e <br />MANHOLE COVER TO BE w DNA <br />CR*TEX TYPE 1 ION APPROVED *YIIALJ <br />M IRCTANOAAR OPIMNE <br />CONCRETE CATCH SAME MANHOLE <br />• RAMC TO BE CRETIN TT* 4S1.12 <br />ION APPROVED EQUAL! <br />GEM Ewe ow OUT LONIIOM - <br />0 <br />GIL 4W I Illlu III - 411119• <br />2/F SIAM CRWHED ROCK <br />CRDISTIIS0ID BIA4O4GE <br />"II a ®II -11 YI 1 I' <br />4 <br />CATCH BASIN DETAIL <br />SP2 <br />NOT TO SCALE <br />n <br />1 <br />1 <br />II, N BREAK -AWAY BOLT <br />PINIONED GRADE <br />B OTTOM OF 1• SIGN POST <br />I <br />TNAPFic SIGN VASES <br />Bee SITS PLAN POE MESEIAGE <br />5QT4/49' PITLR OF <br />Stem 49) ASCVE MAPAR <br />2. 80UAI! WREAK/MAT <br />D ISEASE STANDARD <br />1 VTA19) STIFFENER SLEEVE <br />set 2. ABOVE GRADE TO <br />IS• BELOW GRADE <br />501.T BTIPPENER BLELVe To <br />2 1/4•12• /DOLOR INTENSION <br />5 <br />TRAFFIC SIGN AND SLEEVE DETAIL <br />SP2 <br />NOT TO SCALE <br />PLAN VIEW <br />4 THICK CONC. SLAB <br />1K• !AL/LTD 51 <br />0000E CO. <br />PAT PHONE BABE <br />BY PHONE CO. <br />CONCRETE FILLED PIPE <br />50LLARD <br />PAINTED PS BRONZE TONE <br />ONE PAD ?UAW <br />W/ TOP OP CURS <br />CURD A GUTTER <br />1/P PVC CONDUITS <br />ARE TO RUN PROM <br />PHONE PAD TO ELEC. <br />PHONE ROOM. <br />PROM cries TO SNISACTCR L INSTALL ALL I/2• PVC =WITS <br />2. PLOCESGLL OperNACTOR IS TO NULL AND HODS UP ALL <br />B.GRRILLL WINES PCR TO INSTALLATION OP TAI! PAT MMES. <br />6 <br />PAY PHONE DETAIL <br />SP2 <br />SCALE - <br />LIGHT BROOM PDUBH -�+a <br />PA= or CURB <br />e PLAN INTS <br />C <br />OR LOCAnDNB <br />:.39 <br />scow DeTTM". Te <br />sL Io <br />wM <br />E��M <br />Aril <br />�°LLT.. rAgTC <br />e.rr.1 <br />ra <br />tct�yAH"rc <br />'sk «� <br />A <br />I. <br />-- <br />CONTRAC7w <br />TO Hem <br />CLEARANCE Hrs. so <br />CAR WASH <br />9WND! <br />P M NT' P T1TI <br />M. AMC RAIZ <br />TONANCS Y <br />III Bu 3/40 DEEP CONTROL JOINTS <br />8ee PLAN FOR LOCATION <br />PONCE NONA <br />AT DAN or POLL <br />YOM- '. <br />SAN PLATS <br />Sums Nova. <br />PAPA w <br />�, <br />•A - - <br />JOST <br />Paradox.. <br />SIP <br />10 <br />INTEGRAL CURB /WALK <br />SP2 <br />PLAN <br />NOTE CLEARANCE BAN AND Remo <br />SIBNAGE BY GENERAL CONTRACTOR <br />18 6 <br />7 <br />OVERHEAD CLEARANCE BAR <br />SP2 <br />SCALE - 1/4-0 -0• <br />qq <br />µ lit • <br />COMPACTED BABE <br />MATERIAL <br />COMPACTED <br />BUBGRADE <br />I15s - <br />TIT GUTTER W/3,•( <br />PAVEMENT GRADE <br />$6 -18 CURB <br />ilia! <br />J'' <br />DETAIL <br />o <br />a <br />11 <br />jj <br />SP2 <br />LOUT PO! <br />...VA EDGE ITTPI <br />(REMOVE AFTER CONCERT! C�TLS <br />H. <br />OS MBAR <br />PS MA TIER <br />L•V!L T M GC <br />Fink , <br />'�I"` <br />i <br />-- <br />PIP! Viir <br />rouboA"ION PLAN <br />NOTES: <br />FLAGPOLE <br />z e <br />ALUM. PLASH COLLAR - <br />( <br />CONCRETE SLAB ---1:,' ` <br />` <br />t SAG! PLATE I4NBTNATION MAT CHANGE <br />WITHOUT NOTICE. DO NOT USE FOR <br />GETTING ANCHOR GO-TS. 5*00T AREA <br />LENT MANUPACTURER F PLATE <br />OR NAG! <br />TEMPLATE. ANCHOR SOLT G@ AND <br />4 <br />t...j::�':_, ", <br />SECTION <br />STEEL BASE PLATE <br />8 <br />ROUND AREALIGHT FOUNDATION <br />5P2 <br />SCALE - 1/2••1001, <br />12 <br />4 MIN CURB AND SUTTER (TTPJ <br />ToPBDD <br />■III■ Aim <br />scALe - 1/2"-1-0• <br />MIMI Ilii <br />1 <br />5!L!R GRANT <br />V. <br />GRAS! <br />DIMS & OUTTEN <br />SECTION move <br />SHALL NAVE <br />AGGREGATE BABE <br />PAVING SECTION <br />7.50, FLEXIBLE <br />DESIGN SHALL <br />INDEPENDENT <br />TACK COAT SHALL <br />CONCRETE GUTTER <br />PAVING SHALL <br />I8 THE <br />A MINIMUM <br />SHALL <br />PAVEMENT <br />Be BASED <br />TESTING COMPANY. <br />BE PLACED <br />SHALL <br />50 CLEANED <br />MINIMUM <br />4 BITUMINOUS <br />50 7 <br />seems. <br />ON <br />Be <br />PRIOR <br />114ICKNESS <br />TON <br />SOIL <br />SeTWEEN <br />TACKED <br />P 323So 1LVVIl54 PS 54.22 WEARING COORS! <br />TACN COAT <br />P 023110 NVNWA2 PG 54-23 BRUL010U5 GAS! <br />• CLASS 2 AGGREGATE BASE <br />Dow CIRWHED LIMESTONPJ <br />D BUBORADE 1NCLU090 TINT ROLLING <br />AND 0UBSRAOG PREPAAATIGN <br />REQUIRED FOR PAVING. ALL PAVING <br />PAVEMENT SECTION AND 10. CLASS 5 <br />DESIGN PER MNOOT ROAD DE*ION MANUAL <br />BORINGS R-VALUE DETERMINED BY AN <br />BITUMINOUS LIFTS. THE FACE OF THE <br />PRIOR TO EACH BITUMINOUS LIFT. THE <br />TO PLACDD THE TACK COAT. <br />9 <br />PAVING SECTION <br />SP2 <br />NOT TO SCALE <br />LIGHT BROOM PDUBH -�+a <br />PA= or CURB <br />e PLAN INTS <br />C <br />OR LOCAnDNB <br />tct�yAH"rc <br />'sk «� <br />PLAN VIEW <br />-' <br />PAVING. <br />(See KEYNOTES AND/OR <br />SPECS POR REQUIREMENT81 <br />INTEGRAL CURB/WALK <br />III Bu 3/40 DEEP CONTROL JOINTS <br />8ee PLAN FOR LOCATION <br />w <br />•MPACTED CRUSHED ROCK BASE <br />COMPACTED BUD -GRADE <br />10 <br />INTEGRAL CURB /WALK <br />SP2 <br />SCALE - 1/2- .1' -0• <br />18 6 <br />� <br />• BACK r CURS <br />. . <br />PAVING . _ <br />� R <br />qq <br />µ lit • <br />COMPACTED BABE <br />MATERIAL <br />COMPACTED <br />BUBGRADE <br />I15s - <br />TIT GUTTER W/3,•( <br />PAVEMENT GRADE <br />$6 -18 CURB <br />ilia! <br />J'' <br />DETAIL <br />11 <br />CURB ANO GUTTER DETAILS <br />SP2 <br />SCALE - 3/4" -11-OP <br />FLAGPOLE <br />z e <br />ALUM. PLASH COLLAR - <br />CONCRETE SLAB ---1:,' ` <br />', - <br />HARDY/00D WEDGeS�',., a <br />POUNOATION SLEEVE ' <br />4 <br />t...j::�':_, ", <br />TAT SAND TIGHTLY <br />TAMPED APTER <br />ALIGNING POLE <br />STEEL BASE PLATE <br />STEEL SUPPORT PLATE <br />AND GROUND SPIKE 2 <br />n <br />12 <br />FLAGPOLE FOUNDATION <br />SP2 <br />scALe - 1/2"-1-0• <br />RECEIVED <br />FEB 0 9 2007 <br />CITY OF LINO LAKES <br />INSITES <br />10, Harbor ',Ile <br />W a <br />CC p <br />O u, w <br />2 <br />z <br />O Y <br />a <br />0 <br />ALL OIY0TIDNS INLAID TO <br />NDDOG AID LLNQTWCHON OF <br />THIS PROJECT SHALL O! <br />DYPJYTED TO HOLIDAY <br />COIPANTR PROJECT MANAGES <br />OAT WEST ROW MEET <br />MAMMA W OUST <br />MOMS GMe 0215 <br />FAA bee OOILTA <br />N0. DATE REVISION DESCRIPTION <br />1 2N1007CITT REVIEW COW!Nl <br />DOPTnGNT NOON Imnr• AITe N■•■ <br />DATE 0110/0? P944 N0. 2007 O <br />FILE core <br />