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212 I I 200 _ 0 40 80 120 160 200 240 280 320 360 400 440 480 520 I 40 20 0 40 80 Horizontal Scale P = 40' APPROX ROW 215 _ APPROX.EXISTING SIDE SLOPE � : EXISTING CATCH BASIN APPROX, EXISTING 210 STREAM BED _. ;.FLOW.. . _ 2 08 00 -- -r I F-- M -FT 20711X- � 11 - -1 I I III III - III -III I II I I I -1 11 -1 11 -1 I I I I IE EXISTING 12 RCP DRAIN LINE I I _ 11 1 -1 1 I I I IT� 205 11 I I I -III I I i -11 I III -) I I -1 I I -1 I I -1 I I .. I L I -I 11 -1 11 -1 I I EXISTING 12" MAIL - WIDE L HIGH GIL - - CONCRETE BOX CI,.LVERT -I I I -1 I I -1 I I III -54" WIDE X 36" HIGH METAL i -1 I L =1 11-1 I I -1 11 -1 11 =11 I -111 -1 I I -1 11 =1(1 =1 I ICI I I -1 11 =1 I M I 1 =1 2DO I. -1 =111- 111.. =1 I 1 j=11 I=1 { lEi I'I -1 I IEI 11=1 I 1 -1 I I =1 I'( =1 I I=II 1= 0 10 20 30 56 60 70 4 2 0 4 8 Vertical Scale V = 4' 560 600 I . -III- RCH' -, 1— 1 I -1 I 640 4 2 0 4 8 Vertical Scale V = 4' EXISTING ROADWAY FLOW I I -1 � I- III. =1 11 I:II_fI�IIIIIiII�Iiiillf e0 90 'NON �\ EXISTING CATCH BASIN EXISTING SIDEWALK EXISTING FENCE i�1 I x FLOW i, L ABANDONEDi6' WATER MAINZ �- _ -1 I I -III -III- 36" CORRUGATED METAL PIPED -- I =1 I 8"' ; «I 11- =111 . =11I ^III -1 I = =1 f I = =1 11 =1 11 - -1 11 = =1 11 -1 I I- I_I OSTING SEWER MAIN- I- 11.1, I- 1- 111 - I 11=_I 11 --1 11 - -1 11 - -1 I 1-1 11 -1 11 - -1 11 -1 11 1 I I I I 11; I I -1 11- -III -1 I I =1 11 -111 -1 I I_- i I i = -I I i- I I 1EI I i- 100 - 110 120 - 130 m 150 160 1:4 AFAI, 8 4 0 8 16 Horizontal Scale V = 8' - APPROX. ROW -� .. - ) CE (3 -FEET HIGH +1 NEW GUARDRAIL EXISTING FOADWAY - PROPOSED WOODEN FEN 215 - INSTALL SLOPE SURFACE SEE LANDSCAPE RESTORATION DETAIL I I �- REPLACE EXISTING TREATMENT REGRADE SLOPE 213.29 1 213.45 SIDEWALK (SEE DETAILS) INSTALL CEMENTED STONE MASONRY I � /MZ111, 111121 , ,,, HEADWALLS AND WINGWALLS \ / � \�\� \�\ / \f / \ \ /� /f \ \KTj �� /\ f / \ \ff a�j/l / �j�\ %\ \/ \ %iJ \� /i % APPROX. EXISTING SEE TOP OF CULVERT PLAN VIEW DETAIL - - 210 STREAM BED FOR CULVERT SKEW : (1) 8'X6' PRECAST ABANDONED 6" WATER MAIN INSTALL CONCRETE PARAPET WALL BOX CULVERT CUT AND CAP BOTH ENDS J //� DESIGNED STREAM BED MATERIAL TO FILL SEE CULVERT GUARDRAIL SECTION DETAIL, .0 FLOW ,f - BOTTOM 2' FEET OF CULVERT - _.. DETAILS O S FOR PLACEMENT ACCESS OP ICNSJ - { I I III III I I III III I i l III I I I 111 II I -! I L -111 -1 I I -! l 1 -11 I -! I I�I I I__i =f I I =1 I I =1111 11=1 I I -1 I I' =1 I I -1(I =1 I I =1 I I'=1 i I -I I i I I L�.I- III - III =1 I I III =III =1 I I =III III - III -III1 I I -I I i- III — III -1 I I� - -_ - 205 I- -i I_I -f 11= III -1 I I -(i 1=1 I I =E 1 I =1 I I=11 �=(I I =1 11 =I 1 I= III -1_i , � 11 =f I I =1 11 =1 I I =1.11 =1 I I_ I ! I -11 I CUT OF WALL _ _ _ L - I - - TI 111 111 111( 1�1 II 1�1 l�l 111 1�1 1�1 111 111 111 111 i� Il�lkll �lflllll- 1lI-III . "- a _ '�- _--I I -I -1 i I -I- .CRUSHED STONE SUBASE i 1 i i Ili Ill I I I 111 111 Ill Ili Ill I I I III I -I �� -III -1 11 -111 - III -11 -1 I I -1 II�� I -1,1 I -I 1 1-11 1 11111 I I� -i .1 . - _ ENCASOED SN 24" STEEL SL EVIE - 200 ,_ IIII III III III 1iI 1Ii III III III 1,1 1,1 �,1 1I III iII I� . I IIII III IIlt III(( III III_I1I_IIi -III 111 ENCASED N812 " STEEL SLEEVE 1- 11-; �, IIII�IIlliii��I% iiTlliii lllL�IIIII��IIII�IE�I111111- :-III- III..- III_;;,111 „Illil�l� 1�11ii,��lil— 0 .. 1D 20 . 3a 40 _.50 . fi0 .. u_ eo e0 100. 110 Zia - 130 1w 150 166 PROPOSED CULVERT PROFILE B -B 4 2 0 4 8 Vertical Scale V = 4' I � 8 4 0 8 16 Horizontal Scale P= 8' I I 960 1000 1040 1080 r`1H OF 1 X4%2` (:Y1 G7 To40 �.4oaa4 P.E. STAMP 1120 No. I Revision /Issue I Date COMPREHENSIVE ENVIRONMENTAL INCORPORATED 225 CEDAR HILL ST. MARLBOROUGH, MA 01752 REVERE STREET N. LEXINGTON BROOK CULVERT REPLACEMENT PROFILES l Town of Lexington, MA R: EEC NO R D D R A J"I I N 9 D �, 2 4 03% ® Project No.: 228 -4 Date: FEBRUARY 2015 ®re Sheet C 3 Drawn By: Checked By: : MILL Scale: AS SHOWN R: EEC NO R D D R A J"I I N 9 D �, 2 4 03%