HomeMy WebLinkAboutRD-243-4212
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%