Loading...
HomeMy WebLinkAboutSD-407-C5ul APPROVED UNDER THE SUBDIVISION CONTROL LAW. LEXINGTON PLANNING BOARD DATE: STRUCTURE RIM INV. IN INV. OUT DMH1 317.00 310.50 310.40 DMI-12 317.25 313.80 313.70 DMH3 312.80 309.40 309.30 CBT (EXIST) 312.49 309.14 309.04 CB1 316.90 NIA 313.90 CB2 316.90 NIA 313.90 DBIA 320.0 313.60 S.D. D81B 323.0 S.D. S.D. D81C 322.0 S.D. 311.10 317.5 313.60 S.D. 318.0 S.D. 311.00 317.5 S. D. 311.10 18. 01 41,14.1 1101 --- I 0�1 10 06, N-44, CB3 I- v 0q R=311.7 WV -307.7 110" -I,,- 0/1 Z C!?AOV,,l '-'UR OR �7, �"Y'4 OAt 11V Ao QA( 'uz)171o, IV car Y- 4: AklAtG W7? P IT ,4 30' 714 el NO toC�OG W c "'v- 01 ' > LEXINGTON TOWN CLERK I DATE REVISIONS: No. DATE 1. 12/95/01 DESIGN REVISIONS GENERAL NOTES: 1. THE CONTRACTOR SHALL UTILIZE EROSION CONTROL METHODS TO STABILIZE THE EARTH TO PREVENT SEDIMENTATION OFF LOCUS. THE EROSION CONTROL MEASURES SHALL REMAIN IN USE UNTIL THE VEGETATION IS ESTABLISHED. 2. ALL DISTURBED AREAS TO BE LOAMED AND SEEDED, 3. SEE OTHER SHEETS FOR APPLICABLE NOTES. 4. CONTRACTOR TO PROVIDE SUFFICIENT GRADE OVER THE PROPOSED DRAINAGE PIPE LOCATED WITHIN THE U77LITY EASEMENT AS IT CONNECTS TO NICKERSON ROAD. 5. ALL EXISTING SURFACE UTILITY CASTINGS SHALL BE BROUGHT TO FINISHED GRADE UPON COMPLETION OF THE PROJECT. 6. ALL DRAINAGE PIPE 12" TYPE V REINFORCED CONCRETE. 7. LOCA77ON AND DEPTH OF UNDERGROUND U77LITIES IS APPROXIMATE ONLY, AND IS NOT WARRANTED TO BE CORRECT. UNDERGROUND UTILITIES WERE DIGITALLY COMPILED. ADDITIONAL UT7LI77ES MAY EXIST WHICH ARE NOT INDICATED ON THESE PLANS. ALL EXISTING UTILITIES SHALL BE VERIFIED FOR SERVICE, SIZE, INVERT ELEVATION, LOCATIONS, ETC. PRIOR TO NEW CONNECTIONS TO OR RELOCATION OF SAME. CONTRACTOR MUST NOTIFY DIG-SAFE AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION. NOTIFY COLER & COLANTONIO, INC. IN WRITING OF ANY AND ALL DISCREPANCIES PRIOR TO COMMENCING ANY WORK. COLER & COLAN TON 10 z ENGINEERS AND SCIENTISTS 508-230-9969 45 Eastman Street Fax: 508-230-9979 South Easton, MA 02375 No. 39418 GIs fat T1 TLE: GRADING & DRAINAGE PLAN DEFINITIVE SUBDIVISION AARON ROAD LEXINGTON, MA OWNER /APPLICANT: NEW ENGLAND CONSTRUCTION CORPORATION 405 WALTHAM STREET LEXINGTON, MA 02421 DATE: OCTOBER 10, 2001 COMP./DESIGN: SKG CHECK: JCC DRAWN: LMB/SKG SCALE: 1 20' JOB NO.: 40-21.00 DWG NO.: GD SHEET: C5 OF C10 20 10 0 20 40