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BITUMINOUS • •" COURSE <br />T BITUMINOUS CONC. BINDER COURSE <br />BITUMINOUS CONCRETE BASE <br />DENSE 'et t CRUSHED STONE <br />i `" a it ' • : • "'! <br />SCALE 1 1 /2 " -r-o" <br />BRICK PAVERS <br />HAIR TIGHT, BUTT JOINT <br />SWEPT FULL W/ STONE DUST <br />3/4" BITUMINOUS SETTING BED <br />X CONIC. SLAB WITH W.W.M.: <br />6 x 6, W29 x W29 <br />8" COMPACTED GRAVEL BORROW <br />UNDISTURBED OR COMPACTED SUBGRADE <br />1 1/2" - 1'-0" <br />2 <br />BRICK PAVERS, 12 <br />5049 <br />3/4" BITUMINOUS SETTING BED <br />cQl <br />p �o <br />' p <br />p a 4" CONC. SLAB W/ W.W.M.; <br />0 06t) 6" x 6 ", WI x W29 <br />o p <br />O o �o <br />�Qo o p — 8" COMPACTED GRAVEL BORROW <br />=1 11= I f =1 I <br />[--I I 1 =11 1=1 I I <br />111 711, 11111, 111 mill '1 11 1 111 <br />t <br />SCALE 3" -Y-W <br />t •:.t s• • -• :t sat. <br />A <br />.• <br />HAND TIGHT, BUTT JOINT <br />SWEPT FULL W/ STONE DUST <br />W.W.M.= 6" x 6% WA x WA <br />3/4" BITUMINOUS SETTING BED <br />PRECAST CONC. PAVERS, <br />HERRINGBONE PATTERN <br />VARIES, SEE GRADING PLAN <br />EXPANSION MATERIAL 8 <br />BRICK PAVERS <br />12 <br />GRANITE CURB <br />COMPACTED GRAVEL BORROW <br />DRY PLACED • ♦2 <br />MAINTAIN : ' GRAVEL ALL <br />♦•• t <br />• "d t : •eti <br />s� • e � d � a ® a � a ! .1 <br />SCALE 1 " =1' -0" <br />mollawlikag <br />SCALE 3/4" -1`-0" <br />Ch � <br />m <br />SCALE 1 " -1`-0" <br />BRICK PAVERS, SEE 2 <br />12 <br />NEW OR SALVAGED GRANITE CURB, SAWN TOP, <br />SPLIT FACE ALL EXPOSED SIDES. <br />VARIES, SEE GRADING PLAN <br />BITUMINOUS CONCRETE, SEE <br />12 <br />DRY PLACED •. • <br />MAINTAIN : GRAVEL ALL AROUND <br />COMPACTED •a BORROW <br />COMPACTED yet <br />CONCRETE PAVERS 12 <br />BITUMINOUS CRETE PAVING,@ <br />i2 <br />EXPANSION MATERIAL <br />FLUSH GRANITE CURB <br />DRY PLACED CONCRETE= <br />MAINTAIN 8' GRAVEL ALL AROUND <br />COMPACTED SUBGRADE <br />n <br />• t •�i i i' •' : • t <br />wy <br />c <br />C <br />EMERY PARK IN DEPOT SQUARE <br />STATE <br />FED. AID. PROD. NO <br />FISCAL <br />SHEET <br />TOTAL <br />YEAR <br />NO. <br />SHEETS <br />MASS. <br />STP OOOS {139 }X <br />1998 <br />1 12 <br />1 22 <br />PROJECT FILE NO. 602353 <br />TYPICAL PLAN VIEW '" I <br />TYPICAL MISS SECTION <br />a s <br />• CUT <br />r� <br />L` % SCALE 3/8" - TI <br />< CV < 1/2" <br />p . f <br />a4+—< 4 <br />SITE DETAILS <br />TYPICAL FOLD LINES, <br />SMOOTH E CONTINUOUS, <br />DO NOT CUT PAVERS <br />FLUSH CURB, 12 � SIM. <br />TRANSITION CURB, SEE <br />GRADING PLANS FOR LENGTH <br />BITUMINOUS CONCRETE, <br />12 <br />TRANSITION CURB, <br />12 <br />FLUSH CURB, SiM <br />12 <br />SIDEWINGS AT 1 :12 MAX. SLOPE <br />BRICK PAVERS <br />12 <br />COMPACTED GRAVEL BORROW <br />COMPACTED SUBGRADE <br />vv I G- r-VLK PAS= WITH SUFFICIENTLY ROUNDED <br />TRANSITIONS SO AS TO ENSURE A SMOOTH SURFACE <br />AT THE BRICK LAYER. <br />PAVEMENT VARIES, SEE PLANS <br />TOOL SEALANT TO SLIGHTLY CONCAVE PROFILE <br />SPECIFIED SEALANT, MINIMUM 1/2" DEEP <br />BACKER ROD, AS SPECIFIED <br />PREFORMED TEAR OFF JOINT FILLER, SEE SPECIFICATIONS <br />CONCRETE BASE <br />1/2" X 24" STAINLESS STEEL DOWEL AND 13" GREASED <br />SLEEVE, ONE SIDE. DOWELS PLACED 18" O.C. <br />NOTE: EXPANSION JOINTS REQUIRED 20' O.C. <br />UNLESS OTHERWISE SHOWN ON LAYOUT SHEET #5. <br />EXPANSION JOINTS REQUIRED WHERE CONCRETE <br />MEETS VERTICAL SURFACES, OR CHANGES IN <br />MATERIALS. OMIT DOWELS IN LOCATIONS NOTED <br />EXPANSION JOINT ON DETAIL, AND AS DIRECTED BY ENGINEER. <br />SCALE 1 "= TI <br />3' TYP <br />SCALE 1"- 1'-0" <br />PAVEMENT VARIES - <br />• US CONCRETE PAVEMENT <br />12.' TOP COARSE TO MEET EXISTING <br />PAVEMENT FROM SAW CUT <br />filloll mWuL.3111 EXISTING ROADWAY PAVEMENT <br />R!1!hI!Iii1 <br />I s SAWCUT LINE <br />INN o s <br />ae o,r <br />COMPACTED <br />g#11III <br />1 1[= 1['�°l[ r <br />COMPACTED i <br />COMPACTED SUBGRAIDE <br />EXISTING PAVEMENT <br />