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HomeMy WebLinkAboutRD-243-7N/F ?LAY REAL TE TRUST LLIA PLACE 7 LOT 126 1 `0 IJ �.. NA \ \\ \\moo N/F- \ 57 BEDFORD LLC 57 BEDFORD STREET MAP 57 LOT 124B B!r \ \\ \-\, ,� RESTORE/REGRADE AND LOAM /SEED PAIR,' <IrvG wfi a- �� -) `y ' �' ALL DISTURBED AREAS OUTSIDE OF LOT \\ \ STREAMBANKS PER TYPICAL SLOPE SURFACE. TREATMENT DETAIL CURB 21 1 - -- - - - -- - - - -- — - -- 1I 2\11.25r %- 1�.88 BOTTOM OF BANK 2115 — X11 \ INSTALL PRECAST CONCRETE \ C( \ \I \ \ > \l 210.36X \� 8`X6' BOX CUL VER T APPROXIMA TE R. 0. W. — — I \ 210.51 try% X INSTALL TEMPORARY EROSION CONTROLS SEE DETAILS)-' ( _ \� \j �i `_ wF- Z- 21 .10 --------------- 213------- - - - - -- x ----------------- - - - - -- 214-- - - - - -- - - -- - - - -- 21- 7216----------- - - - - -- w\� \ � — ------------------ 216------- - - - - -- EXJ5711VG TREEL------- - - - - -- - - -- — _- - -JNc - -a1 - - - - - -- — — — — — �1- �7�°'^-'•'E�'T�?7nTC� T�Ez °crfv`c — - - WOODEN GUARD RAIL LOCATION IA CABLE—\ CP 1 RESURFACE LIMITS �N ° WOODEN GUARD RAIL — 0 \\ \\ - - - - -- — -- - \\- - - 18" TWIN CrIE_SNU,r TREE YISTING SURVEY MARKER LUSTING 5' CONTOUR LUSTING 1' CONTOUR i0POSED 5' CONTOUR 10POSEO 1' COTTOUR ((STING URIRY POLE ;ISDNG SIGN (STING TREE W/MUNK DIAMETER (STING WETLAND FLAG )FIFER DAM EET PILES MY BARRIER PROX. PROPERTY MNE 20 mommm s Y Y Y Y 1 J - EDGE OF PA YEMEN T CENTERLINE MINUTEMAN BIKEWAY l --- `�----- ` ,,21° ) �'� wQ•� \� � \� -�'� _ _ - -- - �---- - - - - -- - - -- -- - - - - -- ------ -212�� ----- - - - - -- - WF —D2� RESET SECTIONS OF. - -�Wr D3 r \\ 14, w w w wi w WOODEN GUARDRAIL \ X. �� \ \211.29 \\ / INSTALL CEMENTED STONE MASONRY - Mw /RA SMH \ WINGWALLS AND HEADWALL _ 13' ��, _ �\ y \ \� �� RIM EL. =214.78 2 —C DH \\ c ���c \� 1W = 206.58 — — N1 INSTALL COMPOST SOCK SLOPE STABILIZA TION ALONG ALL AREAS I OF DISTURBED STREAMBANK (SEE DETAILS) I NIF JAMES 0 CONOR 13 HANCOCK A VE MAP 56 LOT 31 AQ Qz P WF„C3 211.00\ y \ \ \ \ \N,) BOTTOM OF 1 I I I o O_ c -�1 m N O G \ O\ O Z p C0 J� APPROXIMATE R. 0. W. ce X13 w BANK N/F X\ U ✓F c¢ �N \ \\ ` 210.8 \ \�`� TOWN OF LEXINGTON y �� BEDFORD STREET�y \\ \\ `� \ MAP 56 LOT 30 "\ N \ \ I \ MINUTEMAN BIKEWAY PROPOSED CULVERT REPLACEMENT SCALE 1 " = 10' \\ P.E. STAMP GENERAL NOTES 1. DRAWINGS BASED ON TOPOGRAPHIC SURVEY CONDUCTED ON JULY 28, 2014, AUGUST 14, 2014 & SEPTEMBER 3, 2014 BY GCG ASSOCIATES, INC. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NAVD 1988 DATUM. 2. WETLAND DELINEATION PERFORMED ON JUNE 25, 2014 BY COMPREHENSIVE ENVIRONMENTAL; INC. 3. STREET LINES AND PROPERTY LINES ARE BASED ON SURVEY CONDUCTED ON JULY 28, 2014 BY GCG ASSOCIATES, INC. 4. ROADWAYS AND DRAINAGE STRUCTURE LOCATIONS DEPICTED ON THIS MAP ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE LOCATION AND DEPTH OF DRAINAGE PIPES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PREVENT ANY DAMAGE TO ADJACENT PROPERTIES. ALL AREAS WHICH ARE AFFECTED BY THE CONTRACTOR'S OPERATIONS _SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER, AT NO ADDITIONAL COST TO THE OWNER. 6. ANY CHANGE IN FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER TO INSURE THAT ANY MODIFICATIONS TO THE ORIGINAL DESIGN ARE PROPER AND ADEQUATE TO SERVE THE PROJECT'S NEEDS AND COMPLY WITH THE APPLICABLE STANDARDS AND REGULATIONS. 7. CONTRACTOR SHALL IMMEDIATELY REPAIR OR FILL ANY POTHOLES THAT OCCUR DUE TO CONSTRUCTION. No. i Revision /Issue I Date COMPREHENSIVE ENVIRONMENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 MINUTEMAN BIKEWAY N. LEXINGTON BROOK CULVERT REPLACEMENT PROPOSED CONDITIONS PLAN VIEW Town of Lexington, MA Project No.: 228 -5 Sheet Date; FEBRUARY 2015 Drawn By: SCS n Checked By: MLL C I� \ Scale: 1" = 10' R. E 0 A� - 211__ - - - -- _ Y _ � � FXl,Si1NG 7RLLLiTJE _-`-- — — — — - — —' 216 - - - -- _ • --- `�----- ` ,,21° ) �'� wQ•� \� � \� -�'� _ _ - -- - �---- - - - - -- - - -- -- - - - - -- ------ -212�� ----- - - - - -- - WF —D2� RESET SECTIONS OF. - -�Wr D3 r \\ 14, w w w wi w WOODEN GUARDRAIL \ X. �� \ \211.29 \\ / INSTALL CEMENTED STONE MASONRY - Mw /RA SMH \ WINGWALLS AND HEADWALL _ 13' ��, _ �\ y \ \� �� RIM EL. =214.78 2 —C DH \\ c ���c \� 1W = 206.58 — — N1 INSTALL COMPOST SOCK SLOPE STABILIZA TION ALONG ALL AREAS I OF DISTURBED STREAMBANK (SEE DETAILS) I NIF JAMES 0 CONOR 13 HANCOCK A VE MAP 56 LOT 31 AQ Qz P WF„C3 211.00\ y \ \ \ \ \N,) BOTTOM OF 1 I I I o O_ c -�1 m N O G \ O\ O Z p C0 J� APPROXIMATE R. 0. W. ce X13 w BANK N/F X\ U ✓F c¢ �N \ \\ ` 210.8 \ \�`� TOWN OF LEXINGTON y �� BEDFORD STREET�y \\ \\ `� \ MAP 56 LOT 30 "\ N \ \ I \ MINUTEMAN BIKEWAY PROPOSED CULVERT REPLACEMENT SCALE 1 " = 10' \\ P.E. STAMP GENERAL NOTES 1. DRAWINGS BASED ON TOPOGRAPHIC SURVEY CONDUCTED ON JULY 28, 2014, AUGUST 14, 2014 & SEPTEMBER 3, 2014 BY GCG ASSOCIATES, INC. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NAVD 1988 DATUM. 2. WETLAND DELINEATION PERFORMED ON JUNE 25, 2014 BY COMPREHENSIVE ENVIRONMENTAL; INC. 3. STREET LINES AND PROPERTY LINES ARE BASED ON SURVEY CONDUCTED ON JULY 28, 2014 BY GCG ASSOCIATES, INC. 4. ROADWAYS AND DRAINAGE STRUCTURE LOCATIONS DEPICTED ON THIS MAP ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE LOCATION AND DEPTH OF DRAINAGE PIPES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PREVENT ANY DAMAGE TO ADJACENT PROPERTIES. ALL AREAS WHICH ARE AFFECTED BY THE CONTRACTOR'S OPERATIONS _SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER, AT NO ADDITIONAL COST TO THE OWNER. 6. ANY CHANGE IN FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER TO INSURE THAT ANY MODIFICATIONS TO THE ORIGINAL DESIGN ARE PROPER AND ADEQUATE TO SERVE THE PROJECT'S NEEDS AND COMPLY WITH THE APPLICABLE STANDARDS AND REGULATIONS. 7. CONTRACTOR SHALL IMMEDIATELY REPAIR OR FILL ANY POTHOLES THAT OCCUR DUE TO CONSTRUCTION. No. i Revision /Issue I Date COMPREHENSIVE ENVIRONMENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 MINUTEMAN BIKEWAY N. LEXINGTON BROOK CULVERT REPLACEMENT PROPOSED CONDITIONS PLAN VIEW Town of Lexington, MA Project No.: 228 -5 Sheet Date; FEBRUARY 2015 Drawn By: SCS n Checked By: MLL C I� \ Scale: 1" = 10' R. E 0 A�