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BACK OF axe <br />AA6K O' ORB <br />I. R16NT INN) *RATE 8HOM1 IN PLAN Vet <br />2. RCIIrORCED PRECAST omen= GAT0I GAIN neonates <br />BNALL COWORM 7O ABTM 0478 STANDARDS. <br />24" X 36" CATCH BASIN <br />NOT TO SCALE <br />3-- R R1 D�r 1 1 • ; <br />: 1- 24Tal =1- 1=1 <br />1 =- 1 <br />11 =11 -11= . <br />—1=11=11: <br />SEWER CLEANOUT <br />NOT TO SCALE <br />. LOPE 54' PER FOOT <br />TO FIN0ED SPADE <br />EXTOO A66RE6A1E EASE A <br />14110481 OF 12. PROM 306E OP <br />*UTTER OR MATCH ME <br />ASORESATE 8118E OP <br />APPROPRIATE PAVEMENT <br />SECTION <br />V2' R <br />ALL PLAN DR8684010 <br />ARE TO 1808 OP <br />CURB /6' TO BACK OF <br />CUM/ 8' <br />BACK O' CURS <br />V2' R <br />ICI SLOPE <br />2 MIN. DEPTH A6614115ATE 888E <br />COMPACTED TO 1005 5TANDMm <br />PROCTOR DLN81x <br />I. DIRECTION Or TRANSVERSE 6UTTER SLOPE 70 MAT011 <br />DIRECTION or ADJACENT PAVEMENT SLOPE. <br />2. CONSTRUCT ORB AND SUTTER E. ACCORDANCE WITH <br />MIDST SPECIFICATION 2E04 <br />B6I2 CURB AND GUTTER <br />NOT TO SCALE • <br />LOAD FACTOR ID <br />Et <br />LOAD FACTOR IS <br />8 <br />CLASS 0-1 <br />NAND SHAPED FROM <br />FIRM UDETUREED <br />SOIL <br />36/4 SIR NOT <br />L136 THAN 6' <br />NORMAL ESODI88 <br />COARSE FILLER 866836810 <br />0400T SPEC. 81412 N mom/ <br />spgrBO 2'l SIDE 0IAMETER <br />1r IN • O. /ANEW <br />PIPE BEDDING POW 111 <br />,.\\,_ <br />_. <br />,. <br />k.P<V''r`::4r1?•_ . i ?1r Vii; "'r`'r.x,„ / : <,..0. A1• 1Ai1t j1 , -4, W i itIAS. 1:.,H. <br />DENOTES COMM DIAMETER <br />OP PIPE BARREL <br />`d' DIAMETER. OP PIPE <br />(-L..ASS 0-2 <br />NAND SHAPED PROW <br />ISRMULAII 8801286 <br />MATERIAL <br />COITAG1ED BA•PILL <br />PVC 4 MOPE PIPE BEDDING IN 6000 501L5 <br />TYPICAL PIPE BEDDING <br />NOT TO SCALE <br />884088 COURSE PER 14812019121. <br />TYPE NA <br />BINDER COARSE PER 144/DOT 280. <br />710E 515 <br />TACK GOAT PER MOOT 25513P RCUBRED) <br />b A 505.81! HO08 GRPJ ED). <br />PER /N/DOT DM COMPACTED TO AT <br />LEAST 100S STANOARD PROCTOR DEWY <br />11- 11 =1 =11 =1 =11=11=1 <br />=Ii- 11.- 11. -lL <br />SCAMPI. AND RECOM1P80r SLB5RADE <br />TO AT LEAST 1005 STMDARD PROCTOR <br />DE817Y- PROOF 8011 PER 1,41/VOT 31H <br />LIGHT -DUTY BITUMINOUS PAVEMENT <br />NOT TO SCALE <br />1/2 • EXPANSION JOINT <br />PV FULL STN JOINT <br />FILLER. 60' 0L. <br />TOO .70881 •DES <br />K <br />6ONCCR' !HALL BE PEER REINFORCED <br />RITN 2' LOINS POLYPROPYLENE FIBRILLATED <br />PIM AS MANUFACTURED ST PONTA CORP. <br />4' CONCRETE PRANK <br />6' 6RAMAN BASE <br />REM TO SRCIPICATON0 <br />COMPACTED 5706RADE <br />RSER TO SPBCPIGATION6 <br />NOTE. THIS SIDEWALK DETAIL 15 TO SE U5® ADJACENT TO W ILAINS. <br />ALL SIDES ALK REYOVED ADJACENT TO swan ow IX <br />PER CITY 01 LINO LAKES STANDARDS AND SP0GINCATIONS. <br />CONCRETE SIDEWALK CONSTRUCTION (1YP.)' <br />NOT. r0 SCALE <br />MANHOLE STEPS SIN. SE PLACE/ 80 THAT M <br />CORSET VERTICAL. PORTION OF CONE 8 PACN6 <br />17014451REAM FOR ALL LINES 2P TO 86' <br />DIAMETER. PLACE STEPS OI RENT 1ANO SIDE <br />PEEN PACIN6 DOY/C1REAM POET AU. LEES 86' <br />AND OAR <br />SEE UTILITY PLAN FOR N ENAH <br />• (ASTMS IIVORNM,1ION <br />SECTION <br />STORM SEWER MANHOLE <br />• <br />MEHMAN O' 2, MAXIMUM OP 4 <br />CONCRETE. ADJUSTMENT RI888 <br />MANHOLE STEPS. NENH RM51J <br />OR !COAL. E' 04. A4)MNIN4 <br />STEPS APPROVED. <br />FIRM SEER RUNS 81RA16141. <br />THROWN A STANDARD MANHOLE. THE <br />TOP 1/1 OPINE PPE SHALL 88 <br />BROKEN OUT AMEX COM'LENON <br />REINFORCED PRECAST CONCRETE <br />MANHOLE SECTIONS SMALL <br />6058O,R 41To A5174 C476 <br />ASTLL J PAR 5 IN MANGLE TO <br />NAVE b' IONS RNSBER <br />BASKETS <br />PPE MALIAN CHIT OUT PL181 <br />WUN woe PAGE OP MALL <br />6ROUT BOTTOM OP MANHOLE TD 1/2 <br />DIAMETER OP PUT AND SLOPE SPEW 2' <br />TOWARD INVERT. <br />MNMUM SLAB 7)44640805 6' FOR <br />M. 140581)4.84080458111640880 <br />P FOR EVBRY 4' OF DPm <br />GREATER THAN 14% <br />NOT TO SCALE . <br />8/6' 8733. PLATE AT TOP, SLOPE <br />DON MILD ALL SIDES <br />METAL SION ACCORDN6 7O MN STATE <br />STATUTE 164346 PRIM LEBEIC AND <br />SONDEM O~ ewe . <br />FILLY 8587. GTORISC <br />8718644 6' 302' VAN ACLtl61LE <br />S AN TO POST P ATLCAELE <br />TS 4' X 4' X. 878 STEEL 725E, FILL <br />W1114 GONGRETE AND PAINT <br />SMCRE CONCRETE OCCURS AT SASE <br />USE 7422' EXPANSION MATERIAL <br />AID URETHANE CALK <br />10.1 SLOPE <br />CONCRETE avows <br />4' LONE STUDS POD AT MATER <br />POINTS 6' ON CORM <br />CONCRETE BASE <br />HANDICAPPED SIGN d POST PLACEMENT IN CONCRETE <br />NOT TO SCALE <br />7) <br />2 <br />CONCRETE SLAB <br />NOT TO SCALE <br />COMRACIION <br />A <br />I RECEIVED <br />FEB 1 0 200:f <br />CITY OF LINO LAKES <br />CONTRACTION <br />JaN1 <br />■ <br />ELEVATION OF RAMP <br />Y-4' MIN <br />auee aR <br />cLwe <br />AID "I II? r4ita <br />SECTION A -A <br />6' CONE. 8444.K <br />L SURFACE TREATMENT SHALL CONSIST O' AN EXPOSED <br />A66RE5A7E FINISH TIE A86RP8A10 SHALL MEET 7NE <br />IE'87RE88TS OF 4411001 SPEC. 517 CLASS C CA-10 <br />1401711.1132 712 IOr PASSER THE 1/2' SIEVE. USE OP <br />AND EPDXY BODED A66RESATE SUPAGE PEER <br />2. RC MERE RANT AREA WILL SE OUTLINED P81)4 A <br />COITRA0TON JOINT. <br />PEDESTRIAN CURB RAMP FOR THE HANDICAPPED <br />NOT TO SCALE <br />NORTH <br />m <br />we temi, <br />FIa 80017. VAMP <br />03)801 m5T <br />rarr O <br />z <br />G3J° <br />4 <br />0 <br />J <br />