Loading...
HomeMy WebLinkAboutRS-677N0.5 ASHINGTON ST. U.P • 108/2 WATER SERVICE N 0.20 ERCY RD. N 0.24 PERCY DRIVEWAY-. I BITUMINOUS MACADAM PAVEMENT s( EWE kC. SEWER - -- MH WASHINGTON STREET \ EXISTING 6 WATER MAIN W.G STUB ' UP inR /T i PROFILE / 4 � c TOWN BENCH MARK: ELEVATION OF HYDRANT SPINDLE EQUALS 275.25 FEET NOTE: ALL UTILITIES MUST BE MARKED IN FIELD PRIOR TO START OF CONSTRUCTION. INDICATED LOCATION OF UTILITIES ARE NOT EXACT. ALL CONSTRUCTION PROCEDURES AND DETAILS TO MEET TOWN OF LEXINGTON STANDARD SPECIFICATIONS ROAD OPENING PERMIT TO BE OBTAINED FROM TOWN OF LEXINGTON PRIOR TO START OF CONSTRUCTION KL NICK SANTOSU S E W ER__.- E- X -T-EN -S1_0_ PLAN AND PROF' �w SCALES: VER f o 2 4 6 H OR. O 20 40 60 � MILLER a NYLANI A DIVISION OF BOSTON SURVEY JUNE 6,1979 If I G ON, MP 0 0 100 I'` = 40' .R Co. NSULTANTS,INC. SHEET I OF I C. 7 7 0+0 1 +0 E N0.5 ASHINGTON ST. U.P • 108/2 WATER SERVICE N 0.20 ERCY RD. N 0.24 PERCY DRIVEWAY-. I BITUMINOUS MACADAM PAVEMENT s( EWE kC. SEWER - -- MH WASHINGTON STREET \ EXISTING 6 WATER MAIN W.G STUB ' UP inR /T i PROFILE / 4 � c TOWN BENCH MARK: ELEVATION OF HYDRANT SPINDLE EQUALS 275.25 FEET NOTE: ALL UTILITIES MUST BE MARKED IN FIELD PRIOR TO START OF CONSTRUCTION. INDICATED LOCATION OF UTILITIES ARE NOT EXACT. ALL CONSTRUCTION PROCEDURES AND DETAILS TO MEET TOWN OF LEXINGTON STANDARD SPECIFICATIONS ROAD OPENING PERMIT TO BE OBTAINED FROM TOWN OF LEXINGTON PRIOR TO START OF CONSTRUCTION KL NICK SANTOSU S E W ER__.- E- X -T-EN -S1_0_ PLAN AND PROF' �w SCALES: VER f o 2 4 6 H OR. O 20 40 60 � MILLER a NYLANI A DIVISION OF BOSTON SURVEY JUNE 6,1979 If I G ON, MP 0 0 100 I'` = 40' .R Co. NSULTANTS,INC. SHEET I OF I C. 7 7 0+0 1 +0