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N/F <br />TREMBL A Y REAL <br />ESTATE TRUST <br />8 CAMELLIA PLACE <br />MAP 57 LOT 126 <br />------------ <br />II <br />#8 <br />CAMELLIA <br />PL A CE <br />3/ T <br />PARKING <br />LOT <br />�0 NA fl <br />\ t\\ \ \ WA TER LEVEL 7128114 <br />NIF- <br />\� \�T� 57 BEDFORD LLC <br />57 BEDFORD STREET <br />MAP 57 LOT 1248 <br />\ \ \ �A <br />\ \ oZ <br />\ \\ \ EXIST. 18" RCP <br />\ \ \\ DRAIN OUTLET <br />\ ` ' IN 11= 210.38 <br />TW EL= 212.82 <br />\ \w \ \\ a1�jj s�� -21 J� <br />B! T. CURB � - - - -' - - - - - -- <br />y� _ ------------------ <br />F 1271. `'�r' , \ ,\ - - --- -- X111.88 - -_ - -_ <br />- x211.55 �- BOTTOM OF BANK <br />EXIST. CULVERT WATER LEVEL 7128114 <br />REMOVE TREE (TYP. X) 7 \ r <br />WF -' 2?\1 \ \ \\ I 210.36X IN /. 1N= 210.53 APPROXIMATE R. D. W <br />OPENING J. 5'Wx4.5'H — _ — <br />�\ 210.51 �i i \ REMOVE EXISTING CUL VER T <br />✓ �'J� / �,/ AND STONE WINGWALLS \ <br />- —w —_.y w_ <br />,� EXISTING 48" RCP I\ ,k� C� � O ` �WF -A2-' w WF -A3 <br />DRAIN OUTLET 1 �.l \��' 21 .g0IN I �/s'DIA. w W� - -- ------ - - - - -- ------ 213------- - - - - -- <br />Z °' - 216 - - -- IN V. =210.15 - -- r -�� \� X I �`\ w ---------------------- X14------- - - - - -- <br />- - - _ - \ \\ \ -,y a -ems <br />---217 ------------------------ - F -�= -' �° - - - - - -- _ -�� 216 <br />EXISTING 7REELINF -- 2'DIA. - '----- - - - - -_ - - -- - 2 <br />WOODEN GUARD RAIL- i2"DtA- - -Al - E, 1ST7 l'- Rte Lh av <br />- - - - -- — <br />Z <br />EX.. NIE'RO MEDIA CABLE \ � <br />m EXIST. STONE --,_. <br />C, CUL VER T <br />N ` r <br />Z _ <br />WOODEN GUARD RAIL_ -, <br />EDGE OT-- PA VEMEN T <br />- CE1`11 TERL11NE MINUTEMA N BI E R <br />L <br />tUGc ✓EM <br />� -- -- — 217 - - - -- — <br />— <br />y� .V WF-D1 `, -� - -- -- - - - - - -- 1-- XISTiA/G TREEIILE <br />�G \ <br />7� _ - -- 1 �L � _ - RAP ^— -- --- - - - - -- -214- - <br />1F T� ✓IN a C ,,21 EXIST. STONE 77 o6�0�� —�`— 7 _ - - - -- <br />CIHES NUT IRE . CULVERT 1 r� \\�,� \4 \ — - -- ------------ �2.1� -- ---- - - - -__ <br />�� I- 7Q��e� \ �2,Dra. _ --- - - - - -- 212 --ti ----------- <br />IN OUT = 210.86, I w� �\ REMOVE AND STACK <br />OPENING _ 5_.�1'Wx2 S'H / i w� V' ✓F -D2� n ✓F -D3 <br />ZING 1✓ \� \�� \w w w w SECTIONS OF WOODEN <br />kyF_C x. \ \w y w y ✓ w y GUARDRAIL AS NEEDED \ . <br />w\ \211.29\ \\ <br />All WRA SMH <br />LEGEND: <br />bfULCN <br />— ���_ (X� %� \ \\ r Yr4 r w— rr -�!Y —` - --_ <br />--- - - --21 --- - - - - -- �. <br />APPROX ROW <br />\ — <br />- -- <br />-- <br />�12'Dt . <br />EXISTING SURVEY MARKER <br />�G \ <br />7� _ - -- 1 �L � _ - RAP ^— -- --- - - - - -- -214- - <br />1F T� ✓IN a C ,,21 EXIST. STONE 77 o6�0�� —�`— 7 _ - - - -- <br />CIHES NUT IRE . CULVERT 1 r� \\�,� \4 \ — - -- ------------ �2.1� -- ---- - - - -__ <br />�� I- 7Q��e� \ �2,Dra. _ --- - - - - -- 212 --ti ----------- <br />IN OUT = 210.86, I w� �\ REMOVE AND STACK <br />OPENING _ 5_.�1'Wx2 S'H / i w� V' ✓F -D2� n ✓F -D3 <br />ZING 1✓ \� \�� \w w w w SECTIONS OF WOODEN <br />kyF_C x. \ \w y w y ✓ w y GUARDRAIL AS NEEDED \ . <br />w\ \211.29\ \\ <br />All WRA SMH <br />LEGEND: <br />Project NO.: 228 -5 <br />Date: FEBRUARY 2015 <br />Sheet <br />Drawn By: SCS <br />Checked By: MLL <br />APPROX ROW <br />��- <br />EXISTING SURVEY MARKER <br />APPROXIMATE RIGHT -OF -WAY <br />-00- - <br />EMSTNG 5' CONTOUR <br />--�— <br />APPROXIMATE PROPERTY ONE <br />EOP <br />-:; <br />EXISTING 1' CONTOUR <br />DUSTING EDGE OF PAVEMENT <br />EOP <br />- -170- - <br />PROPOSED 5' CONTOUR <br />PROPOSED EDGE OF PAVEMENT <br />—D— <br />EXISTING DRAIN ONE <br />- -168- - <br />PROPOSED 1' CONTOUR <br />PROPOSED CULVERT <br />m` <br />EXISTING UTILITY POLE <br />iSTd <br />EXISTING SIGN <br />EFISDNG GUARD RAIL <br />0121 <br />EXISTING MEE W /TRUNK DIAMETER <br />- c:- - -u-- <br />PROPOSED GUARD RAIL <br />X4F -Al <br />EXIS➢NG WETLAND FUG <br />EXISTING STONE WALL <br />•Y•v•��a�• <br />COFFER <br />- tr---o� <br />EROSION CONTROLS <br />CONTROLS <br />SHEET PILES <br />UNIT OF WORK <br />cam€" 9 Q"rtD <br />JERSEY BARRIER <br />- - -- <br />AFFIRM PROPERTY LINE <br />10 5 0 10 20 <br />Scale 1" = 10' <br />--21 - CBDH <br />- - - - - - - ,lam° - - - <br />I XISITNC <br />18" DRAIN PIPE -A <br />INV. = 210.34 <br />NIF <br />JAMES 0 CONOR ✓ �`� 1 <br />13 HANCOCK A VE <br />MAP 56 LOT 31 <br />d <br />✓Q� <br />/�� <br />P <br />RIM EL.- 214.78 <br />//V = 206.58 - - _ _ — <br />WF -yC3 <br />211.00 <br />\ \\\ x \ \ I <br />WA TER LEVEL 7128114 <br />BOTTOM OF <br />D <br />I <br />I <br />1 <br />o <br />o_ <br />co <br />C <br />-n <br />-n <br />N <br />v <br />Z \rn <br />O\ <br />y <br />Z IW <br />APPROXIMA TE R. 0. W. <br />NL BANK �� ��.\ \` \ \ i NIF- % <br />er ✓F -e 210 8 ��ee�`� TOWN OF LEXINGTON <br />\ \ \ \ BEDFORD STREET <br />MAP 56 LOT 30 <br />MINUTEMAN BIKEWAY EXISTING CULVERT& WETLAND DELINEATION <br />SCALE 1 " = 10' <br />Z <br />r <br />T\ . <br />�Q\ <br />P.E. STAMP <br />GENERAL NOTES <br />1. DRAWINGS BASED ON TOPOGRAPHIC <br />SURVEY CONDUCTED ON JULY 28, 2014, <br />AUGUST 14, 2014 R 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 13Y 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 />8. TREES SHOWN ON MAP MAY NOT <br />INCLUDE ALL TREES ON SITE. TREES <br />4- INCHES IN DIAMETER AND GREATER <br />HAVE BEEN LABELED. TREES GREATER <br />THAN 4- INCHES IN DIAMETER WHICH WILL <br />REQUIRE REMOVAL HAVE BEEN MARKED <br />WITH AN "X ". TREES UNDER 4- INCHES IN <br />DIAMETER SHALL BE REMOVED AS <br />REQUIRED TO COMPLETE THE WORK <br />INCIDENTAL TO THE PROJECT. <br />No. i Revision /Issue I Date <br />COMPREHENSIVE ENVIROND2ENTAL <br />INCORPORATED <br />225 CEDAR HILL ST. <br />MARLBOROUGH, MA 01752 <br />MINUTEMAN BIKEVVAY <br />N. LEXINGTON BROOK <br />CULVERT REPLACEMENT <br />EXISTING CONDITIONS <br />PLAN VIEW <br />Town of Lexington, MA <br />Project NO.: 228 -5 <br />Date: FEBRUARY 2015 <br />Sheet <br />Drawn By: SCS <br />Checked By: MLL <br />Scale: 1" = 10' <br />