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BASE = /80.00 <br />B. M. — <br />Spirdle hydrar,45�6eftume Rd. <br />opposite hendoll Rd. <br />Elev ­ 220.31 <br />*45 <br />OT#46 -rotai curve- R- <br />L u <br />4� ? <br />LAJ 3 85, /9 <br />ee <br />A 56 27- 19 <br />L OT 5 LOTffi-T7 <br />17' R 2!j� 00, <br />(r) t-4 8 -,510-48- <br />A , I <br />OT A- 04.0 39'_02" \�61 <br />-3153 N 6 <br />To ,372/ � <br />LOT ;:5- z 112? <br />49 T= 2- 64 <br />L •:5,V <br />(.), / , 0/ <br />R=64.92' <br />119. 73' <br />/12 5. OeL_� -11"/). 44. H., 16" <br />I z 00 <br />53J_/ \A N �, - 'q6) <br />C. 8 <br />• <br />25. 00' ? <br />94. 73' PC tv f?r,) <br />, <br />C. 13 K �-, <br />ENDALL 1,9 V <br />4-50 <br />0 <br />DRAIN I r 16-�-3K 5 <br />0 <br />/4-ILOS M. H <br />----(D— c. SEWER 12 DRAIN 12DRAIN"CONC. DIN C. B. <br />a�o <br />8 A.C. 5EWER—.5.A4.H--q-------- e"WATER C. B. <br />-N OVJ. 2,91 OPW YA 500 <br />7 9.62z <br />125ou, <br />6.291 klll�, OZO14-1 <br />-------- <br />7'z60.66' 613� <br />__100 <br />116 <br />N <br />XN LOT #68 <br />LOT #66 L 0 T *657 0;r 69 <br />LOT #64 L OT h -L65 <br />LQ <br />V <br />,/ ®x•31.3 ""3.;_i <br />0 <br />Sa <br />`3/ <br />R11w --L106-66INVERr UNDER EXISTINUw. <br />SEWER ____colvc:HEA K,�Al_l_ <br />INV = 200.25 <br />EXISTING 6-6' EA SEmEN T <br />CS <br />� 5753 1 <br />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 <br />is Denotes Proposed Bounds. <br />Left.- LF.' <br />Key; <br />Right 'F: <br />Approved June 22,1,959 subject to the <br />condition set forth on Sheet 1. <br />Endorsed July 13,1 59, the above being a <br />majority of the Lexington Planning Board. <br />13LO <br />14 <br />5- <br />10 <br />50,011 <br />24" 0 <br />5-0 0�k- <br />- O?��� <br />SLOPE I ON ­81TCONC. WEARING COUSE i <br />SLOPE I 3IR it PER. FT. <br />1E <br />/0(1 GRAL L FOUNDAT/ON <br />SUB . GRADE <br />ROAD TO BE CROWNED -3-"PER. FT <br />NOTE.' BERM TO BE BUILT OF LOAM <br />OR GRAVEL AS DIRECTED. <br />T <br />ypi c a/ Cross Se o fio n <br />(Not to S° co /e ) <br />r - <br />Aff -J <br />TRANS VERSE" BARS <br />4BARS, 11 <br />12"0. C. <br />6 6 <br />BARS <br />-4-0" <br />3 0 <br />" DIA. <br />-�4 BARS <br />12 0. C. <br />R - C. PIPE <br />R <br />6 BA R5 <br />F Lo�L, <br />FLOW Ll 6 112 0. C. <br />J <br />4 BARS <br />24 " 0. C. <br />NOTE.' <br />TOP &' B0 T TOM SLABS 41 SIDEWAL KS <br />TO BE CLAS5"B" CONORETE. <br />Subdivider and <br />Owner of Recand <br />COLONIAL <br />DEVELOPMFNT <br />CORP,, <br />WA TLR TO WN <br />44A S5. <br />COLONIAL. ACAIE,170' <br />L EVINGTON, <br />MASSACHU, <br />PLAN AND ;tet ORLE OF KrNr <br />(STAr/04" -134 0 rO 2.55�Ll) <br />SCALF-55' HOR vo, <br />VER, 4' <br />MAC CAR THY EeVC-INEERING -SERV <br />NA TICK, MASS. <br />MARCH 20,19,59 SHU <br />4017 <br />