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M�Q ,I gtj I W q`t ty pa I %0+0 � 4L a` 14� .°) ke. lucE 08--a° 00 m �i �iaF�tt; °� d2 a i ®3 81 c 'ry�9j, Q j At. D2 � cr� i J ll CJ l t jpt°r to „ F� 23� • 2 tYPiCA! SIDEWALK SECTION I TyYICRL()1ZIYECTID#J o z / NOTE: I �fc �t£AUw CARE AND MAINTENANCE OF THE CUL- DE -S*C ISLAND SHALL StUEtu4ttk_I_GRtLSSPt6T �� BECOME THE SHARED RESPONSIBILITY OF THE HOMEOWNERS ON LOTS 2.3,4j4 / )' < AND NOT THE TOWN OF LEXINGTON. �� ✓ ' 2�`4 j2 6 2,y StDP 3%8 �4$N�Ie Co20 3�SfFT. r _ fit VRQy EL I i L Y r , 4 rI f. r /� iD 13P�}V£L �\ 1SS 41pAn 6 °�DRit .SFf9 `' C\ + �SE J �UISI \ /� e a c� TQP �.11i}Q.J� p R I° P1 {T. Cb (12 ${'r. CO�tt- ' -SiWD k CtN3R o e A Q �Z URRVEL' . TDP `OQSE `" ` RSE - ���y�� •• j9 k <a A \ IV BIT, COkC.giA1DER iDIJ(tSE" !8''I ZMIk. ��2° BIT. l b1�. /l (�2 {}IT, CD�C.T4P U > a 4.• 9 >x Z (rt BiT. CDNC. $INDE2 \ 4 R.L'. DFA1G ('fJ /f/a / y v 4 Ile a5 to ti '{ 12 N{i11. P . <® 3 • G v �. %' v NOTE:TER + WH F > SEWER CLEANOUT MANHOLES TO BE EITHER SEWER'' k�G� J © ? r PRE CAST OR BRICK AND BLOCK CONSTRUCTION. Ile d �Fitls ; pass OarsJO�: �- i L- 170. ------ BEING A MAJORITY 0 Rg100 OF THE LEXINGTO? i CB P E x�' !, - -------------- - - - - -- PLANNING $OARD ------ - - - - --- pATE: i T1415 Pi At i tS 5313J81,T TO A CbJaWAT DATED 20-7187 U to Iw it M SPEGiisd.. P£1Zi11'i- NOTE: GER11P1GATE bf ALTIOi JPAft 11!27 /8 / f EMFKS°u o CURVED CURB LENGTHS SHOWN ARE TOTAL LENGTHS % RD. AND DO NOT REFLECT DRIVEWAY LOCATIONS. U ` CURB LENGTHS SHOULD BE ADJUSTED ACCORDINGLY UPON DETERMINATION OF THE EXACT LOCATION AND FMep QD WIDTH OF DRIVEWAYS. Saks wy ELLING LOCATIONS, AS SHOWN, ARE IN- O REPRESENT A TENTATIVE DESLGN LOC- LY. THE ACTUAL, INDIVIDUAL. DWELLING LOCATION WILL BE SHOWN ON A PLOT / ,'� -{¢ E9t a BE SUBMITTED FOR PURPOSES OF OBTAIN- �? r ON In N VIDUAL BUILDING PERMITS. r / i ¢� 4 a $ . $•N in m C N Sfy eu B0.SE° 180.00 I. 29.45 ! nAC ul - 2P-38 22.3$ N 8 fl L= 49.7Co ' _ 'co I s y 210 W a w o a in iii N oo m ip 4a G tP k"VEZSEeTloµ OF E. E%AE7Sow VD. t�' � " ° r o SCALES 40 4 .6 h vi N +, C,\rii c,%11 q y c a . N N / ft1.96_�1790 2952 (. T5.5Z i_ _ 29:52 _� Z9bZ _ . I7.� ,, {7.9A _. , � / � d• t m' L= 35:8A L 23rD 20 L 35.80 0 / y/` No 6) j 2,"' � e NOTE: a a s Q� m ��� �$4�kr i ( 200 -BENCH MARKS: TOP OF CONCRETE BOUND @ LOT CORNER Q? �w #1 & COMPENSATING STORAGE AREA #1. EL.= 102.57 (TAKEN FROM A PLAN BY JOSEPH MOORE CO. �u TZaLlid£ PROr1LE 4k23,63L %RU CtaCLE -To 4 +23.637— i i'o 0 0 � BEDFORD. MASS. DATED OCT: 10, 1979. rujjp! SCALES 40 0 4 / g� t s.� I TOPOGRAPHIC PLAN SHEET 12 OF 12.) RSV /S /oA/ SATE . z m - E NORTH RIM OF DRAIN MAN HOLE IN FRONT OF �O LOT 39 AS SHOWN ON VICINITY PLAN. EL.= 489.37. c DATUM: N °G.N4.0 a- DENOTES CONCRETE BOUNDS TO BE SET /A \j. C. BY OWNER UNLESS OTHERWISE NOTED. It 1.0�. 19 � /90 4 3l __ I 3 o- VEA 0 � { i� rs $>5 t2tt O-ZA S� 40 al +1.0% V.C. , } 8.4 RIDGE ESTATES III OWNER �(T (� T {� {� `S$ g�v #t \8435 v W 0 Uri N O IA N tIt �! to Om d v THEODORE L FREEMAN E 11 .# V i V �°i ttt�� 40 HUCKLEBERRY LANE I CERTIFY THAT I HAVE CONFORMED WITH THE 6t emi 6� 8�i m o 0 0 o n+ N ! N N N m ACTON, MA. .� ^ N N N cu N N N N N cq vv cm DEFINITIVE PLAN PR ®FILE RULES AND REGULATIONS OF THE REGISTERS I SasE= 180.00 OF DEEDS IN PREPARING THIS PLAN. d +OO o 025 c +50 +75 1 +00 u $�o ; 2+00 .50 3 +00 X50 4+00 m +so t7s x5+00 Lz5 V OfY / r ec-7 OD m = is STATION 0+00 TO STATION 5+51.77 s HAYES ENGINEERING INC. v v c .� a' w cra1 ce• An r A l,,,.,,i,,r , �A Ann= e6'4-,47e-,P re PL,gNwlloc BDA,QD LE7r25e DA7EA f fY /SEA Y: OAY 7, 1985 A,0014 4, /98'5 JCT 28, /985 O� /5; >�d v. l3, /385 Dc 7. 150 /985' G. ✓, C F� 8. /3, /9810 14M 29 /98(0 G ✓. C. . z m - E NORTH RIM OF DRAIN MAN HOLE IN FRONT OF �O LOT 39 AS SHOWN ON VICINITY PLAN. EL.= 489.37. c DATUM: N °G.N4.0 a- DENOTES CONCRETE BOUNDS TO BE SET /A \j. C. BY OWNER UNLESS OTHERWISE NOTED. It 1.0�. 19 � /90 4 3l __ I 3 o- VEA 0 � { i� rs $>5 t2tt O-ZA S� 40 al +1.0% V.C. , } 8.4 RIDGE ESTATES III OWNER �(T (� T {� {� `S$ g�v #t \8435 v W 0 Uri N O IA N tIt �! to Om d v THEODORE L FREEMAN E 11 .# V i V �°i ttt�� 40 HUCKLEBERRY LANE I CERTIFY THAT I HAVE CONFORMED WITH THE 6t emi 6� 8�i m o 0 0 o n+ N ! N N N m ACTON, MA. .� ^ N N N cu N N N N N cq vv cm DEFINITIVE PLAN PR ®FILE RULES AND REGULATIONS OF THE REGISTERS I SasE= 180.00 OF DEEDS IN PREPARING THIS PLAN. d +OO o 025 c +50 +75 1 +00 u $�o ; 2+00 .50 3 +00 X50 4+00 m +so t7s x5+00 Lz5 V OfY / r ec-7 OD m = is STATION 0+00 TO STATION 5+51.77 s HAYES ENGINEERING INC. v v c .� a' w cra1 ce• An r A l,,,.,,i,,r , �A Ann=