HomeMy WebLinkAboutV 1093 Sh 4BASE = /80.00
B. M. —
Spirdle hydrar,45�6eftume Rd.
opposite hendoll Rd.
Elev 220.31
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INV = 200.25
EXISTING 6-6' EA SEmEN T
CS
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131-0 IL 50 14 �-O 50 15116) 450 16+0 0 71-0 +50 /8*0 it 50 19+0 +-50 0 _k 0 oL50 20f72.34 2/*ti 22-K, +111-10 224 8-14.71 450 .24t 0 50 2,5 t0
is Denotes Proposed Bounds.
Left.- LF.'
Key;
Right 'F:
Approved June 22,1,959 subject to the
condition set forth on Sheet 1.
Endorsed July 13,1 59, the above being a
majority of the Lexington Planning Board.
13LO
14
5-
10
50,011
24" 0
5-0 0�k-
- O?���
SLOPE I ON 81TCONC. WEARING COUSE i
SLOPE I 3IR it PER. FT.
1E
/0(1 GRAL L FOUNDAT/ON
SUB . GRADE
ROAD TO BE CROWNED -3-"PER. FT
NOTE.' BERM TO BE BUILT OF LOAM
OR GRAVEL AS DIRECTED.
T
ypi c a/ Cross Se o fio n
(Not to S° co /e )
r -
Aff -J
TRANS VERSE" BARS
4BARS, 11
12"0. C.
6 6
BARS
-4-0"
3 0
" DIA.
-�4 BARS
12 0. C.
R - C. PIPE
R
6 BA R5
F Lo�L,
FLOW Ll 6 112 0. C.
J
4 BARS
24 " 0. C.
NOTE.'
TOP &' B0 T TOM SLABS 41 SIDEWAL KS
TO BE CLAS5"B" CONORETE.
Subdivider and
Owner of Recand
COLONIAL
DEVELOPMFNT
CORP,,
WA TLR TO WN
44A S5.
COLONIAL. ACAIE,170'
L EVINGTON,
MASSACHU,
PLAN AND ;tet ORLE OF KrNr
(STAr/04" -134 0 rO 2.55�Ll)
SCALF-55' HOR vo,
VER, 4'
MAC CAR THY EeVC-INEERING -SERV
NA TICK, MASS.
MARCH 20,19,59 SHU
4017