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N/F <br />?LAY REAL <br />TE TRUST <br />LLIA PLACE <br />7 LOT 126 <br />1 <br />`0 IJ <br />�.. <br />NA <br />\ \\ \\moo N/F- <br />\ 57 BEDFORD LLC <br />57 BEDFORD STREET <br />MAP 57 LOT 124B <br />B!r \ \\ \-\, ,� RESTORE/REGRADE AND LOAM /SEED <br />PAIR,' <IrvG wfi a- �� -) `y ' �' ALL DISTURBED AREAS OUTSIDE OF <br />LOT \\ \ STREAMBANKS PER TYPICAL SLOPE <br />SURFACE. TREATMENT DETAIL <br />CURB 21 <br />1 - -- - - - -- - - - -- <br />— <br />- -- <br />1I 2\11.25r %- 1�.88 BOTTOM OF BANK <br />2115 — <br />X11 \ INSTALL PRECAST CONCRETE \ <br />C( \ \I \ \ > \l 210.36X \� 8`X6' BOX CUL VER T APPROXIMA TE R. 0. W. — — <br />I \ 210.51 try% <br />X <br />INSTALL TEMPORARY EROSION <br />CONTROLS SEE DETAILS)-' <br />( _ \� \j <br />�i `_ wF- Z- <br />21 .10 --------------- 213------- - - - - -- <br />x ----------------- - - - - -- 214-- - - - - -- - - -- <br />- - - -- 21- 7216----------- - - - - -- w\� <br />\ � — <br />------------------ 216------- - - - - -- <br />EXJ5711VG TREEL------- - - - - -- - - -- — _- - -JNc <br />- -a1 - - - - - -- <br />— — — — — �1- �7�°'^-'•'E�'T�?7nTC� T�Ez °crfv`c — - <br />- WOODEN GUARD RAIL <br />LOCATION <br />IA CABLE—\ <br />CP <br />1 <br />RESURFACE LIMITS �N <br />° WOODEN GUARD RAIL — <br />0 \\ \\ <br />- - - - -- — -- - \\- - - <br />18" TWIN <br />CrIE_SNU,r TREE <br />YISTING SURVEY MARKER <br />LUSTING 5' CONTOUR <br />LUSTING 1' CONTOUR <br />i0POSED 5' CONTOUR <br />10POSEO 1' COTTOUR <br />((STING URIRY POLE <br />;ISDNG SIGN <br />(STING TREE W/MUNK DIAMETER <br />(STING WETLAND FLAG <br />)FIFER DAM <br />EET PILES <br />MY BARRIER <br />PROX. PROPERTY MNE <br />20 <br />mommm <br />s <br />Y Y Y Y 1 <br />J - <br />EDGE OF PA YEMEN T <br />CENTERLINE MINUTEMAN BIKEWAY <br />l <br />--- `�----- ` <br />,,21° ) �'� wQ•� \� � \� -�'� _ _ - -- - �---- - - - - -- - - -- -- - - - - -- <br />------ -212�� ----- - - - - -- <br />- <br />WF —D2� RESET SECTIONS OF. <br />- -�Wr D3 <br />r \\ 14, w w w wi w WOODEN GUARDRAIL \ <br />X. <br />�� \ \211.29 \\ / <br />INSTALL CEMENTED STONE MASONRY - Mw /RA SMH \ <br />WINGWALLS AND HEADWALL _ 13' ��, _ �\ y \ \� �� RIM EL. =214.78 <br />2 —C DH \\ c ���c \� 1W = 206.58 — — N1 <br />INSTALL COMPOST SOCK SLOPE <br />STABILIZA TION ALONG ALL AREAS I <br />OF DISTURBED STREAMBANK <br />(SEE DETAILS) I <br />NIF <br />JAMES 0 CONOR <br />13 HANCOCK A VE <br />MAP 56 LOT 31 <br />AQ <br />Qz <br />P <br />WF„C3 <br />211.00\ <br />y \ \ \ \ \N,) <br />BOTTOM OF <br />1 <br />I <br />I <br />I <br />o <br />O_ <br />c <br />-�1 <br />m <br />N <br />O <br />G \ <br />O\ O <br />Z <br />p <br />C0 <br />J� <br />APPROXIMATE R. 0. W. <br />ce <br />X13 <br />w BANK N/F <br />X\ <br />U ✓F c¢ �N \ \\ ` 210.8 \ \�`� TOWN OF LEXINGTON y �� <br />BEDFORD STREET�y <br />\\ \\ `� \ MAP 56 LOT 30 "\ <br />N \ \ I \ <br />MINUTEMAN BIKEWAY PROPOSED CULVERT REPLACEMENT <br />SCALE 1 " = 10' <br />\\ <br />P.E. STAMP <br />GENERAL NOTES <br />1. DRAWINGS BASED ON TOPOGRAPHIC <br />SURVEY CONDUCTED ON JULY 28, 2014, <br />AUGUST 14, 2014 & SEPTEMBER 3, 2014 BY <br />GCG ASSOCIATES, INC. ELEVATIONS <br />SHOWN HEREON ARE REFERENCED TO <br />THE NAVD 1988 DATUM. <br />2. WETLAND DELINEATION PERFORMED <br />ON JUNE 25, 2014 BY COMPREHENSIVE <br />ENVIRONMENTAL; INC. <br />3. STREET LINES AND PROPERTY LINES <br />ARE BASED ON SURVEY CONDUCTED ON <br />JULY 28, 2014 BY GCG ASSOCIATES, INC. <br />4. ROADWAYS AND DRAINAGE STRUCTURE <br />LOCATIONS DEPICTED ON THIS MAP ARE <br />APPROXIMATE AND MUST BE VERIFIED BY <br />THE CONTRACTOR. THE LOCATION AND <br />DEPTH OF DRAINAGE PIPES SHOWN ON <br />THESE PLANS ARE APPROXIMATE AND <br />SHALL BE VERIFIED BY THE CONTRACTOR <br />PRIOR TO CONSTRUCTION. <br />5. THE CONTRACTOR SHALL EXERCISE <br />EXTREME CAUTION TO PREVENT ANY <br />DAMAGE TO ADJACENT PROPERTIES. ALL <br />AREAS WHICH ARE AFFECTED BY THE <br />CONTRACTOR'S OPERATIONS _SHALL BE <br />RETURNED TO THEIR ORIGINAL CONDITION <br />OR BETTER, AT NO ADDITIONAL COST TO <br />THE OWNER. <br />6. ANY CHANGE IN FIELD CONDITIONS <br />SHALL BE REPORTED TO THE ENGINEER <br />TO INSURE THAT ANY MODIFICATIONS TO <br />THE ORIGINAL DESIGN ARE PROPER AND <br />ADEQUATE TO SERVE THE PROJECT'S <br />NEEDS AND COMPLY WITH THE <br />APPLICABLE STANDARDS AND <br />REGULATIONS. <br />7. CONTRACTOR SHALL IMMEDIATELY <br />REPAIR OR FILL ANY POTHOLES THAT <br />OCCUR DUE TO CONSTRUCTION. <br />No. i Revision /Issue I Date <br />COMPREHENSIVE ENVIRONMENTAL <br />INCORPORATED <br />225 CEDAR HILL ST. <br />MARLBOROUGH, MA 01752 <br />MINUTEMAN BIKEWAY <br />N. LEXINGTON BROOK <br />CULVERT REPLACEMENT <br />PROPOSED CONDITIONS <br />PLAN VIEW <br />Town of Lexington, MA <br />Project No.: 228 -5 Sheet <br />Date; FEBRUARY 2015 <br />Drawn By: SCS n <br />Checked By: MLL C I� <br />\ Scale: 1" = 10' <br />R. E 0 A� <br />- 211__ - - - -- <br />_ <br />Y _ <br />� � <br />FXl,Si1NG 7RLLLiTJE <br />_-`-- — — — — - — —' <br />216 - - - -- <br />_ <br />• <br />--- `�----- ` <br />,,21° ) �'� wQ•� \� � \� -�'� _ _ - -- - �---- - - - - -- - - -- -- - - - - -- <br />------ -212�� ----- - - - - -- <br />- <br />WF —D2� RESET SECTIONS OF. <br />- -�Wr D3 <br />r \\ 14, w w w wi w WOODEN GUARDRAIL \ <br />X. <br />�� \ \211.29 \\ / <br />INSTALL CEMENTED STONE MASONRY - Mw /RA SMH \ <br />WINGWALLS AND HEADWALL _ 13' ��, _ �\ y \ \� �� RIM EL. =214.78 <br />2 —C DH \\ c ���c \� 1W = 206.58 — — N1 <br />INSTALL COMPOST SOCK SLOPE <br />STABILIZA TION ALONG ALL AREAS I <br />OF DISTURBED STREAMBANK <br />(SEE DETAILS) I <br />NIF <br />JAMES 0 CONOR <br />13 HANCOCK A VE <br />MAP 56 LOT 31 <br />AQ <br />Qz <br />P <br />WF„C3 <br />211.00\ <br />y \ \ \ \ \N,) <br />BOTTOM OF <br />1 <br />I <br />I <br />I <br />o <br />O_ <br />c <br />-�1 <br />m <br />N <br />O <br />G \ <br />O\ O <br />Z <br />p <br />C0 <br />J� <br />APPROXIMATE R. 0. W. <br />ce <br />X13 <br />w BANK N/F <br />X\ <br />U ✓F c¢ �N \ \\ ` 210.8 \ \�`� TOWN OF LEXINGTON y �� <br />BEDFORD STREET�y <br />\\ \\ `� \ MAP 56 LOT 30 "\ <br />N \ \ I \ <br />MINUTEMAN BIKEWAY PROPOSED CULVERT REPLACEMENT <br />SCALE 1 " = 10' <br />\\ <br />P.E. STAMP <br />GENERAL NOTES <br />1. DRAWINGS BASED ON TOPOGRAPHIC <br />SURVEY CONDUCTED ON JULY 28, 2014, <br />AUGUST 14, 2014 & SEPTEMBER 3, 2014 BY <br />GCG ASSOCIATES, INC. ELEVATIONS <br />SHOWN HEREON ARE REFERENCED TO <br />THE NAVD 1988 DATUM. <br />2. WETLAND DELINEATION PERFORMED <br />ON JUNE 25, 2014 BY COMPREHENSIVE <br />ENVIRONMENTAL; INC. <br />3. STREET LINES AND PROPERTY LINES <br />ARE BASED ON SURVEY CONDUCTED ON <br />JULY 28, 2014 BY GCG ASSOCIATES, INC. <br />4. ROADWAYS AND DRAINAGE STRUCTURE <br />LOCATIONS DEPICTED ON THIS MAP ARE <br />APPROXIMATE AND MUST BE VERIFIED BY <br />THE CONTRACTOR. THE LOCATION AND <br />DEPTH OF DRAINAGE PIPES SHOWN ON <br />THESE PLANS ARE APPROXIMATE AND <br />SHALL BE VERIFIED BY THE CONTRACTOR <br />PRIOR TO CONSTRUCTION. <br />5. THE CONTRACTOR SHALL EXERCISE <br />EXTREME CAUTION TO PREVENT ANY <br />DAMAGE TO ADJACENT PROPERTIES. ALL <br />AREAS WHICH ARE AFFECTED BY THE <br />CONTRACTOR'S OPERATIONS _SHALL BE <br />RETURNED TO THEIR ORIGINAL CONDITION <br />OR BETTER, AT NO ADDITIONAL COST TO <br />THE OWNER. <br />6. ANY CHANGE IN FIELD CONDITIONS <br />SHALL BE REPORTED TO THE ENGINEER <br />TO INSURE THAT ANY MODIFICATIONS TO <br />THE ORIGINAL DESIGN ARE PROPER AND <br />ADEQUATE TO SERVE THE PROJECT'S <br />NEEDS AND COMPLY WITH THE <br />APPLICABLE STANDARDS AND <br />REGULATIONS. <br />7. CONTRACTOR SHALL IMMEDIATELY <br />REPAIR OR FILL ANY POTHOLES THAT <br />OCCUR DUE TO CONSTRUCTION. <br />No. i Revision /Issue I Date <br />COMPREHENSIVE ENVIRONMENTAL <br />INCORPORATED <br />225 CEDAR HILL ST. <br />MARLBOROUGH, MA 01752 <br />MINUTEMAN BIKEWAY <br />N. LEXINGTON BROOK <br />CULVERT REPLACEMENT <br />PROPOSED CONDITIONS <br />PLAN VIEW <br />Town of Lexington, MA <br />Project No.: 228 -5 Sheet <br />Date; FEBRUARY 2015 <br />Drawn By: SCS n <br />Checked By: MLL C I� <br />\ Scale: 1" = 10' <br />R. E 0 A� <br />