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LEXIN <br />{ <br />t�.a a. 4:a:'X '♦. �:. I <br />y LAND COURT CASE NO. 3156A <br />At <br />1 <br />k <br />a• 9 <br />e <br />EXIST. SMH -� <br />(RECORD LOCATION) <br />(RAISE FRAME 8 COVER <br />TO FINISH GRADE.) <br />F PR ® B <br />!W PLANNING :O® - i <br />� L- `Y <br />DATE <br />45.05° 2225'12 E o td 16'52'5(" E N 40.91 <br />�f W .'� ®. 2.x'17 "ll' �. 51.15' 0 48.35 N 1746' — <br />40° <br />a ! \ <br />q Y ®0' _ .'.. = -�--__ Y�9,n5•• c'+ 37.76 <br />� 1 M.H. PAVED OVER INV. 190.43 (RECORD) <br />EXIST. GRAVEL SURFACE " <br />EXIST. SMH BRING FRAME AND 78/ <br />COVER TO FIN. OR. J Y ° <br />WOOD REf. WALL EXIST. S 32' <br />PAVE WATERGATE 200 1g" W44 .14- <br />PROP. SMH PAVED DRIVE S 21 °2 <br />GRAVEL PARKING AREA 39.79' UP #281/6 -1X <br />HOUSE NO. 23 // HOUSE NO. 27 <br />J / HOUSE NO. 25 PAVED DRIVE <br />R = 276.87' I <br />L = 79.45' o = 17.25'44" P LAN <br />N <br />R = 504.69' L/'` <br />T = 77.36' <br />L = 153.52' SCALE: 1" = 40' <br />{,qo <br />�o <br />� 6�0 <br />EXIST. PAVE <br />I <br />' <br />PAVED <br />I <br />I <br />O <br />o <br />0 C14 <br />J DRIVE <br />BERM <br />OD ti <br />+ N <br />UP #281 f <br />r "r <br />¢ S <br />rn� <br />PAVED <br />PAVED DRIVE <br />° <br />DRIVE <br />4 <br />® <br />•• <br />..l T <br />I <br />a• 9 <br />e <br />EXIST. SMH -� <br />(RECORD LOCATION) <br />(RAISE FRAME 8 COVER <br />TO FINISH GRADE.) <br />F PR ® B <br />!W PLANNING :O® - i <br />� L- `Y <br />DATE <br />45.05° 2225'12 E o td 16'52'5(" E N 40.91 <br />�f W .'� ®. 2.x'17 "ll' �. 51.15' 0 48.35 N 1746' — <br />40° <br />a ! \ <br />q Y ®0' _ .'.. = -�--__ Y�9,n5•• c'+ 37.76 <br />� 1 M.H. PAVED OVER INV. 190.43 (RECORD) <br />EXIST. GRAVEL SURFACE " <br />EXIST. SMH BRING FRAME AND 78/ <br />COVER TO FIN. OR. J Y ° <br />WOOD REf. WALL EXIST. S 32' <br />PAVE WATERGATE 200 1g" W44 .14- <br />PROP. SMH PAVED DRIVE S 21 °2 <br />GRAVEL PARKING AREA 39.79' UP #281/6 -1X <br />HOUSE NO. 23 // HOUSE NO. 27 <br />J / HOUSE NO. 25 PAVED DRIVE <br />R = 276.87' I <br />L = 79.45' o = 17.25'44" P LAN <br />N <br />R = 504.69' L/'` <br />T = 77.36' <br />L = 153.52' SCALE: 1" = 40' <br />{,qo <br />�o <br />� 6�0 <br />18500 0 +00 1 +00 <br />H OUSE i <br />$3 W <br />PAVED DRIVE <br />I HYDRANT <br />�... Z II / <br />N" <br />4Itf <br />+ N <br />b . Da <br />LIMIT OF NEW pAUING <br />I <br />t- APPROX. S.D. 140 <br />APPROX. S.D.:�,I50-� <br />-N 3946'32" E <br />74 49' N 24'44.34 E <br />'0M jai <br />co OD +N <br />+ N <br />N <br />l� <br />s <br />ch ! \ <br />LAND COURT CASE NO. 20065A <br />v ch <br />w <br />UP #281 <br />ct <br />PAVED DRIVE <br />rn HOUSE NO. 26 .� ERNE <br />PAVED DRIVE HYDRANT ' <br />, i (RAISE FRAME AND COVER TO FINISH GRADE.) <br />S OtSO�� PAVED DRIVE <br />M.H. PAVED OVER INV.= 194.9 ( RECORD) <br />(RAISE FRAME & COVER TO F GRADE) <br />AVED DRIVE <br />i <br />A = 32 25'5!! <br />R = 170.00' i <br />T = 49.52' <br />L = 86.38' ' <br />I <br />BERM 3CT <br />11`p9• E w ` <br />PROP CEN G RAD E <br />S A - <br />0 <br />I <br />' <br />SEE BELOW. <br />I <br />I <br />O <br />o <br />0 C14 <br />LAID ON EDGE AS STRETCHERS MIXED <br />SEE LATEST STANDARD SPECIFICATIONS.) <br />OD ti <br />+ N <br />r "r <br />rn� <br />to + N <br />•• <br />..l T <br />-O <br />+N <br />N <br />..... <br />+ N <br />SDR <br />35 PVC <br />18500 0 +00 1 +00 <br />H OUSE i <br />$3 W <br />PAVED DRIVE <br />I HYDRANT <br />�... Z II / <br />N" <br />4Itf <br />+ N <br />b . Da <br />LIMIT OF NEW pAUING <br />I <br />t- APPROX. S.D. 140 <br />APPROX. S.D.:�,I50-� <br />-N 3946'32" E <br />74 49' N 24'44.34 E <br />'0M jai <br />co OD +N <br />+ N <br />N <br />l� <br />s <br />ch ! \ <br />LAND COURT CASE NO. 20065A <br />v ch <br />w <br />UP #281 <br />ct <br />PAVED DRIVE <br />rn HOUSE NO. 26 .� ERNE <br />PAVED DRIVE HYDRANT ' <br />, i (RAISE FRAME AND COVER TO FINISH GRADE.) <br />S OtSO�� PAVED DRIVE <br />M.H. PAVED OVER INV.= 194.9 ( RECORD) <br />(RAISE FRAME & COVER TO F GRADE) <br />AVED DRIVE <br />i <br />A = 32 25'5!! <br />R = 170.00' i <br />T = 49.52' <br />L = 86.38' ' <br />I <br />BERM 3CT <br />11`p9• E w ` <br />PROP CEN G RAD E <br />S A - <br />2 +00 3 +00 <br />5 +00 <br />6 +00 <br />O <br />z ®a <br />TBM a <br />TOP OF SPKE IN <br />UP #281/13 CATCH BASIN <br />ELEV.= 196.51 <br />WATERGATE <br />PAVED DMH <br />D <br />DRIVE <br />SMH <br />73.63 <br />CATCH BASIN <br />' mt '' <br />L y <br />R.O.W. WIDTH VARIES <br />EXISTING TRAVELED WAY <br />16" 1$"SEE NOTE BELOW <br />16' <br />6" v 8' g <br />3 1 /2 BITUMINOUS CONG ITC <br />( 2" BINDER COURSE) <br />(1 112' SURFACE COURSE CAPE COD BERM <br />MEET EXISTING <br />GRADE <br />12" GRAVEL BASE <br />TYPICAL ROADiIi/AY CROSS— SECTION <br />NOT TO SCALE <br />NOTE: PROVIDE THE 2'" BINDER COURSE OVER THE 12'a <br />GRAVEL BASE WHERE PAVEMENT WIDENING OCCURS <br />OR PAVEMENT IS NOT PRESENT. THE 1 1/2 SURFACE <br />COURSE SHALL BE PROVIDED OVER THE EXISTING <br />PAVEMENT AND NEWLY APPLIED BINDER COURSE TO <br />THE LIMITS SHOWN ON THE PLAN. WHERE THE RIGHT <br />OF WAY WIDTH IS LESS THAN 19' —(f ; THE GRAVEL <br />BASE SHALL EXTEND TO 11' OUTSIDE GLITTER LINE. <br />NOTE: _.. .. _ <br />1 -, DES)ON $MOWN.. IS FOR MANHOLE DEPTH$ Of 9 FT. OR LESS <br />AND PIPE DIAMETER Of 30 INCHES ON LEIS. <br />2. STANDARD MANHOLE DEPTH TO BE 6 FEET 6. INCHES. <br />FRAME TORE SET IN FULL <br />/— OED OF CEMENT MORTAR <br />BRICKS MAY BE USED <br />BETWEEN FRAME e <br />TOP COURSE FOR GRADE <br />ADJUSTMENT. <br />a" MO L 2 4�_ It 0 <br />_ a' MIN: <br />p <br />_ Z <br />W _ <br />4' -0" DIAMETER MIN. <br />m <br />a <br />K - S' MIN. RLOCXS TO BE SET IN HILL <br />j - - BED OF MORTAR <br />A A PIPE FLOOR Of STRUCTURE TO BE <br />FACE Of PIPE FLUSH OR VARIES 2" <br />HEADERS LAID FLAT <br />'. <br />NOT TO PROJECT MORE <br />THAN 4" FROM FACE OF 30'MAX._ <br />WALL ALONG CENTERLINE <br />OF PIPE. VARIES <br />9' <br />TZ uVTP; BASE TOBE:OFCLASS #'OR'D" <br />IF 1." �J <br />" i q CEMENT CONCRETE AR Pam <br />0 <br />COHCRETE'$ECTIOHAL PLATE <br />MW <br />SEE BELOW. <br />I <br />CHIPS AND MORTAR OR' CEMENT <br />INVERT TO 61 INVERTED ARCH WITH BRICKS CONCRETE CLASS 'A"(IF CONCRETE 13 HAND <br />LAID ON EDGE AS STRETCHERS MIXED <br />SEE LATEST STANDARD SPECIFICATIONS.) <br />SEWER MANHOLE <br />DETAIL <br />rn� <br />+ N <br />i <br />i <br />PROP. <br />SDR <br />35 PVC <br />i <br />L =30', <br />S =. <br />20 <br />EXISTING <br />O N C4 C4 I= <br />so <br />I + N <br />+ <br />( °,s <br />8" SEWER <br />Cy @ Q 0 m � <br />. to <br />N <br />( <br />1 <br />og <br />o� <br />EXISTING <br />CENTER LINE <br />GRADE <br />}� <br />, <br />HAYES <br />LANE <br />N <br />LOCUS <br />I <br />N N <br />0 <br />i <br />to <br />+0 <br />LIMIT OF <br />NEW <br />PAVEMENT <br />\ <br />In <br />Oi <br />+ <br />T <br />I <br />I <br />1 <br />2. <br />(y r- <br />+ T <br />2 +00 3 +00 <br />5 +00 <br />6 +00 <br />O <br />z ®a <br />TBM a <br />TOP OF SPKE IN <br />UP #281/13 CATCH BASIN <br />ELEV.= 196.51 <br />WATERGATE <br />PAVED DMH <br />D <br />DRIVE <br />SMH <br />73.63 <br />CATCH BASIN <br />' mt '' <br />L y <br />R.O.W. WIDTH VARIES <br />EXISTING TRAVELED WAY <br />16" 1$"SEE NOTE BELOW <br />16' <br />6" v 8' g <br />3 1 /2 BITUMINOUS CONG ITC <br />( 2" BINDER COURSE) <br />(1 112' SURFACE COURSE CAPE COD BERM <br />MEET EXISTING <br />GRADE <br />12" GRAVEL BASE <br />TYPICAL ROADiIi/AY CROSS— SECTION <br />NOT TO SCALE <br />NOTE: PROVIDE THE 2'" BINDER COURSE OVER THE 12'a <br />GRAVEL BASE WHERE PAVEMENT WIDENING OCCURS <br />OR PAVEMENT IS NOT PRESENT. THE 1 1/2 SURFACE <br />COURSE SHALL BE PROVIDED OVER THE EXISTING <br />PAVEMENT AND NEWLY APPLIED BINDER COURSE TO <br />THE LIMITS SHOWN ON THE PLAN. WHERE THE RIGHT <br />OF WAY WIDTH IS LESS THAN 19' —(f ; THE GRAVEL <br />BASE SHALL EXTEND TO 11' OUTSIDE GLITTER LINE. <br />NOTE: _.. .. _ <br />1 -, DES)ON $MOWN.. IS FOR MANHOLE DEPTH$ Of 9 FT. OR LESS <br />AND PIPE DIAMETER Of 30 INCHES ON LEIS. <br />2. STANDARD MANHOLE DEPTH TO BE 6 FEET 6. INCHES. <br />FRAME TORE SET IN FULL <br />/— OED OF CEMENT MORTAR <br />BRICKS MAY BE USED <br />BETWEEN FRAME e <br />TOP COURSE FOR GRADE <br />ADJUSTMENT. <br />a" MO L 2 4�_ It 0 <br />_ a' MIN: <br />p <br />_ Z <br />W _ <br />4' -0" DIAMETER MIN. <br />m <br />a <br />K - S' MIN. RLOCXS TO BE SET IN HILL <br />j - - BED OF MORTAR <br />A A PIPE FLOOR Of STRUCTURE TO BE <br />FACE Of PIPE FLUSH OR VARIES 2" <br />HEADERS LAID FLAT <br />'. <br />NOT TO PROJECT MORE <br />THAN 4" FROM FACE OF 30'MAX._ <br />WALL ALONG CENTERLINE <br />OF PIPE. VARIES <br />9' <br />TZ uVTP; BASE TOBE:OFCLASS #'OR'D" <br />IF 1." �J <br />" i q CEMENT CONCRETE AR Pam <br />_ � <br />COHCRETE'$ECTIOHAL PLATE <br />MW <br />SEE BELOW. <br />*RICK <br />CHIPS AND MORTAR OR' CEMENT <br />INVERT TO 61 INVERTED ARCH WITH BRICKS CONCRETE CLASS 'A"(IF CONCRETE 13 HAND <br />LAID ON EDGE AS STRETCHERS MIXED <br />SEE LATEST STANDARD SPECIFICATIONS.) <br />SEWER MANHOLE <br />DETAIL <br />NOT TO SCALE <br />STREET LAYOUT 8c PROFILE PLAN <br />OF <br />HAYES LANE <br />M <br />1 <br />+� <br />MW <br />I <br />M `t <br />P T. A <br />7 +00 <br />IN <br />119 LEXINGTON, MASS. <br />SCALE: AS SHOWN SEPT. 10, 1993 <br />FOR: MARK MOORE HOMES INC. <br />N1 . > . ;� <br />SM -1343 <br />X <br />I <br />P T. A <br />r <br />� <br />