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a <br />PROPOSED DUCTILE <br />IRON MAIN <br />\INSTALL TWO BRASS <br />WEDGES <br />(at 3:00 and 9:00) <br />CEMENT LINED DUCTILE IRON INSTALLATION <br />NOT TO SCALE <br />MINIMUM RESTRAINED LENGTH (FEET) <br />DIAMETER (INCHES) <br />4 c <br />Irros <br />11,25 1 1 2 2 3 <br />22­ 2 4 <br />110 10 U 19 23 27 <br />IDES <br />1 5 0 0 0 <br />2 <br />2? 20 21 <br />- <br />20 - - - <br />4 - 19 32 <br />- 19 34 47 <br />8 - - iG <br />20 - <br />vERricn2 OFFSETS (OowN) <br />IlS ; G 3 9 n 6 <br />225 9 0 1C T 2 4, 26 31 7 <br />45 25 r 51 it 49 11 60 17 7t 10 <br />I;EAD END <br />24 j4 h5 55 5 <br />1. VALUES WERE CALCULATED ASSUMING A MINIMUM OF 5 FEET OF COVER OVER THE PIPE. TYPE 5 <br />LAYING CONDITION AND A TOTAL PRESSURE OF 250 PSI (150 PSI TEST PRESSURE WITH A 100 PSI <br />SURGE ALLOWANCE). <br />2. THE VALUES LISTED FOR BENDS IS THE LENGTH OF RESTRAINED JOINT PIPING REQUIRED FOR EACH <br />SIDE OF THE FITTING. <br />3. THE VALUES LISTED FOR TEES IS THE LENGTH OF RESTRAINED JOINT PIPING REQUIRED FOR THE <br />TEE BRANCH. VALUES WERE CALCULATED BASED ON MINIMUM LENGTH OF 10 FEET BETWEEN THE <br />NEAREST JOINTS ON BOTH SIDES OF THE TEE <br />4. THE VALUES LISTED FOR REDUCERS IS THE LENGTH OF RESTRAINED JOINT PIPING REQUIRED FOR <br />THE LARGER PIPE. <br />5. THE VALUES LISTED FOR VERTICAL OFFSETS ARE THE LENGTHS OF THE RESTRAINED JOINT PIPING <br />REQUIRED FOR THE HIGHER PIPE AND THE LOWER PIPE, RESPECTIVELY, AND ASSUMING A VERTICAL <br />OFFSET OF 3 FEET. <br />B. WHERE THE RESTRAINED LENGTH OF TWO OR MORE FITTINGS OVERLAP, THE LARGER RESTRAINED <br />LENGTH SHALL GOVERN. <br />7. BACKFILL SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM DRY UNIT WEIGHT <br />DETERMINED BY ASTM TEST DESIGNATION D -1557. <br />B. VALUES LISTED ARE FOR THE SPECIFIC LAYING CONDITIONS LISTED ABOVE. FOR THE LENGTH OF <br />RESTRAINED JOINT PIPING FOR OTHER CONDITIONS, SEE THE ENGINEER. <br />MINIMUM RESTRAINED JOINT PIPE LENGTH <br />WATER MAINS <br />V -4„ _ 12„ <br />6" LOAM <br />TOP COURSE 1 Y2 <br />BASE COURSE 2 Y" <br />f. 1,_6„ - <br />CAPE COD BERM DETAIL <br />NOT TO SCALE <br />• P. <br />ii%i3 iiiiiiiii������� % % % % / / / / / / / /iai <br />• a �� �' �� �' �� �' �� �' �� W a �� ••i!4 �ihii ��hd fait'. <br />91 : . �. • A <br />ROADWAY <br />TRENCH MATCH EXISTING <br />PAVEMENT (' FILL VOIDS WITH <br />/ PAVER SURFACINN�STONE DUST <br />1 EXISTING DR <br />IVWAY <br />SURFACE <br />�- SEE TYPICAL L 4" GRAVEL <br />PAVEMENT DETAIL BORROW (TYPE C) <br />NOTE: RETAIN EXISTING PAVER BLOCKS DURING SUBBASE <br />EXCAVATION TO BE REPLACED DURING FINAL SITE <br />RESTORATION AND CLEANUP. <br />DRIVEWAY PAVER SURFACING DETAIL <br />NOT TO SCALE <br />TIE RODS TO BELL ON TIE RODS SHALL BE 3/4" <br />ACTIVE MAIN I,; N LINE PIPE MIN. DIAMETER AND CLAMPS <br />SHALL BE MIN 3/8" THICK <br />LAMPS" STEEL <br />NEW TEE <br />NEW PIPE <br />NEW GATE VALVE <br />TIE RODS AND CLAMPS RESTRAINED JOINTS VALVE BONNET AND VALVE <br />OR PIPE WITH THRUST BLOCKS BOX NOT SHOWN <br />AS SPECIFIED. COMBINATIONS OF THESE <br />MAY BE USED WHERE ADDITIONAL <br />RESTRAINING /ANCHORAGE IS REQUIRED. <br />NOT TO SCALE <br />NUMBER OF RODS <br />AND DIAMETER AS <br />SHOWN IN TABLE <br />TIE BOLTS SHALL HAVE <br />THREADS OF ADEQUATE <br />LENGTH TO ALLOW NUTS ON <br />BOTH SIDE OF GLAND <br />2 NUTS PER BOLTS <br />TIE BOLTS <br />TIE BOLTS <br />PIPE TIE ROD <br />SIZE NO. DIA. <br />6' 2 5 8' <br />8" 2 3/4" <br />NOT TO SCALE <br />GRADE <br />/ I <br />T <br />SERVICE CONNECTION 5' <br />1' PVC/ r COPPER <br />WATER PIPING <br />MAIN CORP.—, <br />I, <br />FOR <br />`—SETTLEMENT LOOP <br />MIN. 5' <br />MAX. 50! <br />SERVICE CONNECTION <br />NOT TO SCALE <br />RESTORE SECTION OF ROAD WITHIN <br />PROPOSED SAWCUT LIMITS TO <br />MATCH EXISTING ELEVATIONS <br />(SEE CROSS - SECTIONS) <br />EDGE OF PAVEMENT <br />SAWCUT EXISTING PAVEMENT PRIOR <br />TO PLACEMENT OF FINAL <br />�— PAVEMENT AT A SKEW AS SHOWN <br />NEW PAVEMENT EXISTING PAVEMENT TO REMAIN <br />EDGE OF PAVEMENT <br />TYPICAL PAVEMENT JOINT <br />NOT TO SCALE <br />THICKEN EDGE OF 2' WIDE SMOOTH TROWEL FINISH & RADIUS AT <br />CONCRETE WHERE EDGE (TYP.) <br />ADJACENT TO SOIL TOOLED CONTROL JOINT W/ r RADIUS <br />FINISH GRADE CONCRETE SLAB REINFORCED <br />WTI WIRE MESH <br />q' T <br />4° GRAVEL BORROW (TYPE C) SUBBASE COMPACTED. FIRM SUBGRADE <br />TYPICAL CONCRETE WALKWAY DETAIL <br />NOT TO SCALE <br />NOTE: <br />CONCRETE FOR THRUST BLOCKS SHALL BE LEANER THAN <br />THE RATIO OF 2 -N2: 5 -Y AND SHALL HAVE A MINIMUM <br />COMPRESSIVE STRENGTH OF 2,000 PSI(SO THAT FLANGES <br />AND BDLTS ARE ACCESSIBLE.) <br />BEARING AREAS OF THRUST BLOCKS <br />(aim"" .vv, It Aw FMI) <br />PIPE SIZE <br />INCHES <br />i/4 BEND <br />1/e BFND <br />45' MAX. <br />H <br />6 AND B <br />a <br />B <br />- <br />6 <br />H/2 MAX. <br />22 <br />1 13 <br />B <br />16 <br />ME ADD <br />` +• <br />CO <br />ROADWAY <br />CLASS D CONCRETE <br />45• MAX. <br />�• <br />' TAP (USE SERWCE SWOIE) <br />EDU OF PAMIIFN <br />If WATER MAR! <br />LAYOUT <br />BACKING AGAINST <br />NOT TO SCALE <br />TYPICAL PLUG UNDISTURBED MATERIAL <br />TYPICAL TEE <br />SPOOL PIECES <br />AND VALVE <br />EXISTING <br />MAIN <br />CLASS D CONCRETE <br />CLASS D CONCRETE <br />BACKING AGAINST <br />BACKING AGAINST <br />UNDISTURBED MATERIAL <br />UNDISTURBED MATERIAL <br />ROPOSED <br />VALVES <br />r 7x <br />45' <br />45' MA <br />' <br />PROPOSED MAIN <br />SPOOL PIECES <br />AND VALVE <br />TYPICAL TAPPED CONNECTION <br />TYPICAL BEND <br />THICKEN EDGE OF 2' WIDE SMOOTH TROWEL FINISH & RADIUS AT <br />CONCRETE WHERE EDGE (TYP.) <br />ADJACENT TO SOIL TOOLED CONTROL JOINT W/ r RADIUS <br />FINISH GRADE CONCRETE SLAB REINFORCED <br />WTI WIRE MESH <br />q' T <br />4° GRAVEL BORROW (TYPE C) SUBBASE COMPACTED. FIRM SUBGRADE <br />TYPICAL CONCRETE WALKWAY DETAIL <br />NOT TO SCALE <br />NOTE: <br />CONCRETE FOR THRUST BLOCKS SHALL BE LEANER THAN <br />THE RATIO OF 2 -N2: 5 -Y AND SHALL HAVE A MINIMUM <br />COMPRESSIVE STRENGTH OF 2,000 PSI(SO THAT FLANGES <br />AND BDLTS ARE ACCESSIBLE.) <br />BEARING AREAS OF THRUST BLOCKS <br />(aim"" .vv, It Aw FMI) <br />PIPE SIZE <br />INCHES <br />i/4 BEND <br />1/e BFND <br />1 /16 BEND <br />PLUG TEES <br />6 AND B <br />B <br />B <br />- <br />6 <br />to AND 121 <br />22 <br />1 13 <br />B <br />16 <br />WATER MAIN THRUST BLOCK DETAILS <br />NOT TO SCALE <br />HOUSE <br />iH GRADE <br />3E <br />BOX <br />VALVE <br />R MAIN <br />TURBED EARTH <br />TYPICAL GATE VALVE DETAIL <br />NOT TO SCALE <br />�I <br />PLAN <br />/�RWSH GRADE <br />ELEVATION <br />CONTROLDAM <br />NOT TO SCALE <br />UNPAVED_ PAVED <br />SEE PLANS <br />FOR FINAL <br />GRADING <br />EXISTING GROUND <br />SURFACE <br />TYPE -A GRAVEL BORROW <br />COMPACTED TO 95% MAX. \\ <br />DRY DENSITY 6" MAX. <br />STONE SIZE \ / <br />PROTECTION ZONE, SAND OR \ \// <br />TYPE -C GRAVEL BORROW <br />COMPACTED AS SPECIFIED ABOVE. \ <br />MAXIMUM STONE SIZE - 2" <br />COMPACTED CRUSHED STONE PIPE <br />BEDDING AGAINST LEDGE >r <br />1 Y2" MAX. STONE SIZE i <br />12" MIN. <br />PAVING AND SUB -BASE <br />AS SPECIFIED <br />SEE TYPICAL <br />PAVEMENT SECTION <br />5' MIN. <br />COVER <br />SHEETING, IF REQUIRED IS <br />TO BE CUT OFF 1 FOOT <br />ABOVE TOP OF PIPE AND <br />1' -0' ANY WOOD SHEETING <br />DRIVEN BELOW PIPE ZONE <br />PIPE SHALL BE LEFT IN PLACE <br />18" I +— NATURAL MATERIAL <br />1.33 <br />► PIPE <br />O.D. <br />NOTE: LEDGE T EARTH <br />1. GRAVEL BORROW SHALL CONFORM TO MASS HIGHWAY SPECIFICATION M1.03.0 <br />2. CRUSHED STONE BEDDING SHALL CONFORM TO MASS HIGHWAY SPECIFICATION M2.01.1 <br />TYPICAL UTILITY TRENCH DETAIL <br />NOT TO SCALE <br />/-4" LOAM AND SEED <br />PAVEMENT WIDTH — - <br />1 Y2" BIT. CONC. WEARING COURSE <br />2 <br />2' BIT. CONC. BINDER COURSE <br />12 GRAVEL BORROW (TYPE C) SUBBASE <br />o � <br />0 <br />1 Y2" BIT. CONC. WEARING C <br />SEE TYPICAL SLOPE SURFACE TREATMENT 1 Yz" BIT. CONC. BINDER C <br />DETAIL TO RESTORE DISTURBED AREAS <br />ADJACENT TO CULVERT EXCAVATION 6" OF GRAVEL BORROW (TYPE C) SU <br />TYPICAL PAVEMENT SECTION <br />NOT TO SCALE <br />W • W1 <br />RAIL BOLT <br />W/ WASHER <br />— 2" 1— 8.5" —I— 8.5" —1 <br />2' -1 1/2" <br />— <br />TERMINAL END RAIL PLAN DETAIL <br />NOT TO SCALE <br />0 o <br />12" 16" <br />0 <br />CONTOUR TO FIT 1" SLOTTED HOLES <br />OVER W -BEAM <br />TERMINAL END RAIL ELEVATION DETAIL <br />NOT TO SCALE <br />6' -3" 6' -3" 6' -3" <br />SEE TERMINAL "H" POST <br />END RAIL DETAIL STEEL <br />I GROUND LINE I'll u V <br />II � II <br />I SEE CULVERT +I I <br />I GUARDRAIL SECTION I <br />x"IV <br />n � II <br />II - O DIRECTION O <br />TRAFFIC N I <br />CULVERT GUARDRAIL ELEVATI <br />NOT TO SCALE <br />6' -3" <br />PVC/3 /4- COPPER WATER <br />Date: FEBRUARY 2015 <br />SERvu (m) <br />PROMDE FOR ABEOUATE DRAINAGE <br />AT THE CURB Sfax <br />a <br />' 01 AT PROPERTY LINE <br />\ <br />(T PJ <br />YOIIT UNE <br />WATER SPAT IS TO BE MAIM N <br />ME ADD <br />EDGE OF PAVEMENT <br />CO <br />ROADWAY <br />' TAP (USE SERWCE SWOIE) <br />EDU OF PAMIIFN <br />If WATER MAR! <br />LAYOUT <br />STANDARD WATER SERVICE CONNECTION <br />NOT TO SCALE <br />iH GRADE <br />3E <br />BOX <br />VALVE <br />R MAIN <br />TURBED EARTH <br />TYPICAL GATE VALVE DETAIL <br />NOT TO SCALE <br />�I <br />PLAN <br />/�RWSH GRADE <br />ELEVATION <br />CONTROLDAM <br />NOT TO SCALE <br />UNPAVED_ PAVED <br />SEE PLANS <br />FOR FINAL <br />GRADING <br />EXISTING GROUND <br />SURFACE <br />TYPE -A GRAVEL BORROW <br />COMPACTED TO 95% MAX. \\ <br />DRY DENSITY 6" MAX. <br />STONE SIZE \ / <br />PROTECTION ZONE, SAND OR \ \// <br />TYPE -C GRAVEL BORROW <br />COMPACTED AS SPECIFIED ABOVE. \ <br />MAXIMUM STONE SIZE - 2" <br />COMPACTED CRUSHED STONE PIPE <br />BEDDING AGAINST LEDGE >r <br />1 Y2" MAX. STONE SIZE i <br />12" MIN. <br />PAVING AND SUB -BASE <br />AS SPECIFIED <br />SEE TYPICAL <br />PAVEMENT SECTION <br />5' MIN. <br />COVER <br />SHEETING, IF REQUIRED IS <br />TO BE CUT OFF 1 FOOT <br />ABOVE TOP OF PIPE AND <br />1' -0' ANY WOOD SHEETING <br />DRIVEN BELOW PIPE ZONE <br />PIPE SHALL BE LEFT IN PLACE <br />18" I +— NATURAL MATERIAL <br />1.33 <br />► PIPE <br />O.D. <br />NOTE: LEDGE T EARTH <br />1. GRAVEL BORROW SHALL CONFORM TO MASS HIGHWAY SPECIFICATION M1.03.0 <br />2. CRUSHED STONE BEDDING SHALL CONFORM TO MASS HIGHWAY SPECIFICATION M2.01.1 <br />TYPICAL UTILITY TRENCH DETAIL <br />NOT TO SCALE <br />/-4" LOAM AND SEED <br />PAVEMENT WIDTH — - <br />1 Y2" BIT. CONC. WEARING COURSE <br />2 <br />2' BIT. CONC. BINDER COURSE <br />12 GRAVEL BORROW (TYPE C) SUBBASE <br />o � <br />0 <br />1 Y2" BIT. CONC. WEARING C <br />SEE TYPICAL SLOPE SURFACE TREATMENT 1 Yz" BIT. CONC. BINDER C <br />DETAIL TO RESTORE DISTURBED AREAS <br />ADJACENT TO CULVERT EXCAVATION 6" OF GRAVEL BORROW (TYPE C) SU <br />TYPICAL PAVEMENT SECTION <br />NOT TO SCALE <br />W • W1 <br />RAIL BOLT <br />W/ WASHER <br />— 2" 1— 8.5" —I— 8.5" —1 <br />2' -1 1/2" <br />— <br />TERMINAL END RAIL PLAN DETAIL <br />NOT TO SCALE <br />0 o <br />12" 16" <br />0 <br />CONTOUR TO FIT 1" SLOTTED HOLES <br />OVER W -BEAM <br />TERMINAL END RAIL ELEVATION DETAIL <br />NOT TO SCALE <br />6' -3" 6' -3" 6' -3" <br />SEE TERMINAL "H" POST <br />END RAIL DETAIL STEEL <br />I GROUND LINE I'll u V <br />II � II <br />I SEE CULVERT +I I <br />I GUARDRAIL SECTION I <br />x"IV <br />n � II <br />II - O DIRECTION O <br />TRAFFIC N I <br />CULVERT GUARDRAIL ELEVATI <br />NOT TO SCALE <br />6' -3" <br />W –BEAM- <br />STEEL RAIL <br />TOP OF <br />ROADWAY <br />SIDEWALK <br />PROJECTION <br />p: <br />ANCHOR BOLTS s. p <br />TOP OF CULVERT > <br />s p' <br />0 <br />v <br />V -6" (TYP.)- <br />CULVERT GUARDRAIL SECTION <br />NOT TO SCALE <br />5' <br />-H <br />d <br />"H" POST <br />W6X4 STEEL 00 <br />00 <br />N <br />(2) %' X10" <br />ANCHOR BOLTS <br />#5 @ 12„ <br />ANCHOR BOLT <br />BASE PLATE <br />(7) #5 BARS <br />#4 BAR <br />2 DRILL BOLT HOLES <br />MIN. lift AS NEEDED <br />16 <br />g" THICK WELD NUTS AFTER <br />ASSEMBLY STANDARD SIZE <br />OD GUARDRAIL BOLTS <br />MIN. LONGITUDINAL OVERLAP = 12" <br />ROUND WASHER (CUT STEEL) W -BEAM STEEL RAIL SPLICE <br />NOT TO SCALE NOT TO SCALE <br />T In, M <br />..Gun <br />o. 4059:1 <br />fit✓, r` �' <br />�xaealc %' °` <br />NOTES ® <br />t No. I Revision /Issue Date <br />`COMPREHENSIVE ENVIRONMENTAL <br />INCORPORATED <br />225 CEDAR HILL ST. <br />MARLBOROUGH, MA 01752 <br />REVERE STREET <br />& MINUTEMAN BIKEWAY <br />CULVERT REPLACEMENT <br />GENERAL DETAILS <br />Town of Lexington, MA <br />Project No.: 228 -4 <br />Sheet <br />Date: FEBRUARY 2015 <br />D —3 <br />I <br />a <br />IIII <br />9 <br />A <br />I <br />II <br />V <br />17 <br />II <br />II <br />I <br />II <br />CO <br />W –BEAM- <br />STEEL RAIL <br />TOP OF <br />ROADWAY <br />SIDEWALK <br />PROJECTION <br />p: <br />ANCHOR BOLTS s. p <br />TOP OF CULVERT > <br />s p' <br />0 <br />v <br />V -6" (TYP.)- <br />CULVERT GUARDRAIL SECTION <br />NOT TO SCALE <br />5' <br />-H <br />d <br />"H" POST <br />W6X4 STEEL 00 <br />00 <br />N <br />(2) %' X10" <br />ANCHOR BOLTS <br />#5 @ 12„ <br />ANCHOR BOLT <br />BASE PLATE <br />(7) #5 BARS <br />#4 BAR <br />2 DRILL BOLT HOLES <br />MIN. lift AS NEEDED <br />16 <br />g" THICK WELD NUTS AFTER <br />ASSEMBLY STANDARD SIZE <br />OD GUARDRAIL BOLTS <br />MIN. LONGITUDINAL OVERLAP = 12" <br />ROUND WASHER (CUT STEEL) W -BEAM STEEL RAIL SPLICE <br />NOT TO SCALE NOT TO SCALE <br />T In, M <br />..Gun <br />o. 4059:1 <br />fit✓, r` �' <br />�xaealc %' °` <br />NOTES ® <br />t No. I Revision /Issue Date <br />`COMPREHENSIVE ENVIRONMENTAL <br />INCORPORATED <br />225 CEDAR HILL ST. <br />MARLBOROUGH, MA 01752 <br />REVERE STREET <br />& MINUTEMAN BIKEWAY <br />CULVERT REPLACEMENT <br />GENERAL DETAILS <br />Town of Lexington, MA <br />Project No.: 228 -4 <br />Sheet <br />Date: FEBRUARY 2015 <br />D —3 <br />Drawn By: SCS <br />Checked By: MLL <br />Scale: AS SHOWN <br />