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Home My WebLink AboutRS-697LEXIN { t�.a a. 4:a:'X '♦. �:. I y LAND COURT CASE NO. 3156A At 1 k a• 9 e EXIST. SMH -� (RECORD LOCATION) (RAISE FRAME 8 COVER TO FINISH GRADE.) F PR ® B !W PLANNING :O® - i � L- `Y DATE 45.05° 2225'12 E o td 16'52'5(" E N 40.91 �f W .'� ®. 2.x'17 "ll' �. 51.15' 0 48.35 N 1746' — 40° a ! \ q Y ®0' _ .'.. = -�--__ Y�9,n5•• c'+ 37.76 � 1 M.H. PAVED OVER INV. 190.43 (RECORD) EXIST. GRAVEL SURFACE " EXIST. SMH BRING FRAME AND 78/ COVER TO FIN. OR. J Y ° WOOD REf. WALL EXIST. S 32' PAVE WATERGATE 200 1g" W44 .14- PROP. SMH PAVED DRIVE S 21 °2 GRAVEL PARKING AREA 39.79' UP #281/6 -1X HOUSE NO. 23 // HOUSE NO. 27 J / HOUSE NO. 25 PAVED DRIVE R = 276.87' I L = 79.45' o = 17.25'44" P LAN N R = 504.69' L/'` T = 77.36' L = 153.52' SCALE: 1" = 40' {,qo �o � 6�0 EXIST. PAVE I ' PAVED I I O o 0 C14 J DRIVE BERM OD ti + N UP #281 f r "r ¢ S rn� PAVED PAVED DRIVE ° DRIVE 4 ® •• ..l T I a• 9 e EXIST. SMH -� (RECORD LOCATION) (RAISE FRAME 8 COVER TO FINISH GRADE.) F PR ® B !W PLANNING :O® - i � L- `Y DATE 45.05° 2225'12 E o td 16'52'5(" E N 40.91 �f W .'� ®. 2.x'17 "ll' �. 51.15' 0 48.35 N 1746' — 40° a ! \ q Y ®0' _ .'.. = -�--__ Y�9,n5•• c'+ 37.76 � 1 M.H. PAVED OVER INV. 190.43 (RECORD) EXIST. GRAVEL SURFACE " EXIST. SMH BRING FRAME AND 78/ COVER TO FIN. OR. J Y ° WOOD REf. WALL EXIST. S 32' PAVE WATERGATE 200 1g" W44 .14- PROP. SMH PAVED DRIVE S 21 °2 GRAVEL PARKING AREA 39.79' UP #281/6 -1X HOUSE NO. 23 // HOUSE NO. 27 J / HOUSE NO. 25 PAVED DRIVE R = 276.87' I L = 79.45' o = 17.25'44" P LAN N R = 504.69' L/'` T = 77.36' L = 153.52' SCALE: 1" = 40' {,qo �o � 6�0 18500 0 +00 1 +00 H OUSE i $3 W PAVED DRIVE I HYDRANT �... Z II / N" 4Itf + N b . Da LIMIT OF NEW pAUING I t- APPROX. S.D. 140 APPROX. S.D.:�,I50-� -N 3946'32" E 74 49' N 24'44.34 E '0M jai co OD +N + N N l� s ch ! \ LAND COURT CASE NO. 20065A v ch w UP #281 ct PAVED DRIVE rn HOUSE NO. 26 .� ERNE PAVED DRIVE HYDRANT ' , i (RAISE FRAME AND COVER TO FINISH GRADE.) S OtSO�� PAVED DRIVE M.H. PAVED OVER INV.= 194.9 ( RECORD) (RAISE FRAME & COVER TO F GRADE) AVED DRIVE i A = 32 25'5!! R = 170.00' i T = 49.52' L = 86.38' ' I BERM 3CT 11`p9• E w ` PROP CEN G RAD E S A - 0 I ' SEE BELOW. I I O o 0 C14 LAID ON EDGE AS STRETCHERS MIXED SEE LATEST STANDARD SPECIFICATIONS.) OD ti + N r "r rn� to + N •• ..l T -O +N N ..... + N SDR 35 PVC 18500 0 +00 1 +00 H OUSE i $3 W PAVED DRIVE I HYDRANT �... Z II / N" 4Itf + N b . Da LIMIT OF NEW pAUING I t- APPROX. S.D. 140 APPROX. S.D.:�,I50-� -N 3946'32" E 74 49' N 24'44.34 E '0M jai co OD +N + N N l� s ch ! \ LAND COURT CASE NO. 20065A v ch w UP #281 ct PAVED DRIVE rn HOUSE NO. 26 .� ERNE PAVED DRIVE HYDRANT ' , i (RAISE FRAME AND COVER TO FINISH GRADE.) S OtSO�� PAVED DRIVE M.H. PAVED OVER INV.= 194.9 ( RECORD) (RAISE FRAME & COVER TO F GRADE) AVED DRIVE i A = 32 25'5!! R = 170.00' i T = 49.52' L = 86.38' ' I BERM 3CT 11`p9• E w ` PROP CEN G RAD E S A - 2 +00 3 +00 5 +00 6 +00 O z ®a TBM a TOP OF SPKE IN UP #281/13 CATCH BASIN ELEV.= 196.51 WATERGATE PAVED DMH D DRIVE SMH 73.63 CATCH BASIN ' mt '' L y R.O.W. WIDTH VARIES EXISTING TRAVELED WAY 16" 1$"SEE NOTE BELOW 16' 6" v 8' g 3 1 /2 BITUMINOUS CONG ITC ( 2" BINDER COURSE) (1 112' SURFACE COURSE CAPE COD BERM MEET EXISTING GRADE 12" GRAVEL BASE TYPICAL ROADiIi/AY CROSS— SECTION NOT TO SCALE NOTE: PROVIDE THE 2'" BINDER COURSE OVER THE 12'a GRAVEL BASE WHERE PAVEMENT WIDENING OCCURS OR PAVEMENT IS NOT PRESENT. THE 1 1/2 SURFACE COURSE SHALL BE PROVIDED OVER THE EXISTING PAVEMENT AND NEWLY APPLIED BINDER COURSE TO THE LIMITS SHOWN ON THE PLAN. WHERE THE RIGHT OF WAY WIDTH IS LESS THAN 19' —(f ; THE GRAVEL BASE SHALL EXTEND TO 11' OUTSIDE GLITTER LINE. NOTE: _.. .. _ 1 -, DES)ON $MOWN.. IS FOR MANHOLE DEPTH$ Of 9 FT. OR LESS AND PIPE DIAMETER Of 30 INCHES ON LEIS. 2. STANDARD MANHOLE DEPTH TO BE 6 FEET 6. INCHES. FRAME TORE SET IN FULL /— OED OF CEMENT MORTAR BRICKS MAY BE USED BETWEEN FRAME e TOP COURSE FOR GRADE ADJUSTMENT. a" MO L 2 4�_ It 0 _ a' MIN: p _ Z W _ 4' -0" DIAMETER MIN. m a K - S' MIN. RLOCXS TO BE SET IN HILL j - - BED OF MORTAR A A PIPE FLOOR Of STRUCTURE TO BE FACE Of PIPE FLUSH OR VARIES 2" HEADERS LAID FLAT '. NOT TO PROJECT MORE THAN 4" FROM FACE OF 30'MAX._ WALL ALONG CENTERLINE OF PIPE. VARIES 9' TZ uVTP; BASE TOBE:OFCLASS #'OR'D" IF 1." �J " i q CEMENT CONCRETE AR Pam 0 COHCRETE'$ECTIOHAL PLATE MW SEE BELOW. I CHIPS AND MORTAR OR' CEMENT INVERT TO 61 INVERTED ARCH WITH BRICKS CONCRETE CLASS 'A"(IF CONCRETE 13 HAND LAID ON EDGE AS STRETCHERS MIXED SEE LATEST STANDARD SPECIFICATIONS.) SEWER MANHOLE DETAIL rn� + N i i PROP. SDR 35 PVC i L =30', S =. 20 EXISTING O N C4 C4 I= so I + N + ( °,s 8" SEWER Cy @ Q 0 m � . to N ( 1 og o� EXISTING CENTER LINE GRADE }� , HAYES LANE N LOCUS I N N 0 i to +0 LIMIT OF NEW PAVEMENT \ In Oi + T I I 1 2. (y r- + T 2 +00 3 +00 5 +00 6 +00 O z ®a TBM a TOP OF SPKE IN UP #281/13 CATCH BASIN ELEV.= 196.51 WATERGATE PAVED DMH D DRIVE SMH 73.63 CATCH BASIN ' mt '' L y R.O.W. WIDTH VARIES EXISTING TRAVELED WAY 16" 1$"SEE NOTE BELOW 16' 6" v 8' g 3 1 /2 BITUMINOUS CONG ITC ( 2" BINDER COURSE) (1 112' SURFACE COURSE CAPE COD BERM MEET EXISTING GRADE 12" GRAVEL BASE TYPICAL ROADiIi/AY CROSS— SECTION NOT TO SCALE NOTE: PROVIDE THE 2'" BINDER COURSE OVER THE 12'a GRAVEL BASE WHERE PAVEMENT WIDENING OCCURS OR PAVEMENT IS NOT PRESENT. THE 1 1/2 SURFACE COURSE SHALL BE PROVIDED OVER THE EXISTING PAVEMENT AND NEWLY APPLIED BINDER COURSE TO THE LIMITS SHOWN ON THE PLAN. WHERE THE RIGHT OF WAY WIDTH IS LESS THAN 19' —(f ; THE GRAVEL BASE SHALL EXTEND TO 11' OUTSIDE GLITTER LINE. NOTE: _.. .. _ 1 -, DES)ON $MOWN.. IS FOR MANHOLE DEPTH$ Of 9 FT. OR LESS AND PIPE DIAMETER Of 30 INCHES ON LEIS. 2. STANDARD MANHOLE DEPTH TO BE 6 FEET 6. INCHES. FRAME TORE SET IN FULL /— OED OF CEMENT MORTAR BRICKS MAY BE USED BETWEEN FRAME e TOP COURSE FOR GRADE ADJUSTMENT. a" MO L 2 4�_ It 0 _ a' MIN: p _ Z W _ 4' -0" DIAMETER MIN. m a K - S' MIN. RLOCXS TO BE SET IN HILL j - - BED OF MORTAR A A PIPE FLOOR Of STRUCTURE TO BE FACE Of PIPE FLUSH OR VARIES 2" HEADERS LAID FLAT '. NOT TO PROJECT MORE THAN 4" FROM FACE OF 30'MAX._ WALL ALONG CENTERLINE OF PIPE. VARIES 9' TZ uVTP; BASE TOBE:OFCLASS #'OR'D" IF 1." �J " i q CEMENT CONCRETE AR Pam _ � COHCRETE'$ECTIOHAL PLATE MW SEE BELOW. *RICK CHIPS AND MORTAR OR' CEMENT INVERT TO 61 INVERTED ARCH WITH BRICKS CONCRETE CLASS 'A"(IF CONCRETE 13 HAND LAID ON EDGE AS STRETCHERS MIXED SEE LATEST STANDARD SPECIFICATIONS.) SEWER MANHOLE DETAIL NOT TO SCALE STREET LAYOUT 8c PROFILE PLAN OF HAYES LANE M 1 +� MW I M `t P T. A 7 +00 IN 119 LEXINGTON, MASS. SCALE: AS SHOWN SEPT. 10, 1993 FOR: MARK MOORE HOMES INC. N1 . > . ;� SM -1343 X I P T. A r �