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1
<br />t> r
<br />100, 100' V.C.
<br />00 0
<br />Gj,� `3.X00 o ` o o MgTCy /
<br />N N 0
<br />cli 0
<br />- -_ - (1\1j >; LOT 34 i b
<br />��0 °i° ,�lyF a
<br />' '2.0 p0j0 LOT 19
<br />P U ! ro ST
<br />PAVEMEN Z \ S y
<br />0 w � A. �
<br />/ EFr
<br />g N to ZI
<br />/ ! f ¢ o J h
<br />�se p z y > w� LOT 33
<br />11 1, � v 4 a w) ( f k.
<br />I! 1. +� w a ^ a (L V d INV.. =184.16 F 0 It _ _
<br />001 O M ti N N to N, to p, in!/ S ,.•,sy
<br />C3 c6 m' WN O
<br />t1i N O N N p ��tOM N O b\/ .H -0 13^ ff®°
<br />X EXIST. HYD. N N N (i.N.+ 1� „
<br />�! BASE =195.00 v tiry t °
<br />016 0+0 1 +0 2 +0 o +60 }..
<br />z �
<br />r N � 4
<br />R =25.00' +
<br />L =21.62
<br />T =11.54
<br />RIDGE ROAD - PROFILE r
<br />p =4g °- .33^28 '.HOB . `) = 4O Srq 6 98 C.B. fb , S. J -INV. =184.3\
<br />u 1 - I s+
<br />12
<br />SCALES: :VERY: I " =40' LOT 32`N>r. =ts4.69
<br />F
<br />4,0 �pi.$S >. LOT 28 , ° / w ° yFO,Q�
<br />6r RAN. CURB. �� P/ 9a5!I> LOT 21 T9 /0
<br />C.B ;1 X : I+O rt OF LAYOUT S 1 \° O
<br />�.. D.M. 3:. OF PAVEMENT IA D6't°
<br />h F LOT 30 I LOT 31 0 a
<br />} _
<br />TIE TO EXI ST. 6 LINE.. GRA i to LOT 29 150,00 1- ..
<br />EXAG•T 8"TAPPING SLEEVE.
<br />NOT KNONtN N.. CURB '. aq�gas �SO, -INV.- 191.34 ,R ' gJV= 186.50 '0D INV. =185.56 „S
<br />r B02 f as. k 3 �` 7-2 L =41.168 1 It I� _J40- o f
<br />° v\ ^' R =IZSOO N i=20' S89° -153 YJ-° 118.52 _. ; ... R- j$
<br />/2„B An �4i L =103.44, \,� , k
<br />O Auq H i T 54.89 \Z 21
<br />. :mss � SM.h. 47 °24' -40° \t: 6• gg / �r- INV= 18553
<br />- - - - -
<br />R=25.00' S90 F e: s"w $'w
<br />\� NJV.= 187.10 nwo �.� M.H. 11852' ., `6 $ - M.H. _
<br />L` -57.32 .mil: td - im G 033 >35 v+ _ D.MH.�l9 ; 22
<br />a 131° 22' -34" �C3 4S�F 2 s a ��p�Op' _43 `O. 573 - yYD y 1r- s D.M:H O
<br />a \ 8275 T $ N26 g s ,e' -3 _3
<br />® tNV. =191.18 CB. #6 ,
<br />,D wa�K It .. R= 1g0.00 LOT 22
<br />® Sp3 s M.H, as ,a'D cONC: s �:,. I.. A h189 °15 -33 E 118.52 f
<br />w, e0. r �� Rd0000I .0 INV. :186A7 INV. =185.BZ - /
<br />LOT 27 12 „D +_ !2 MH# yr v+�o£ \2621 (to' L=277g ' ?a�
<br />- - --
<br />`R`
<br />M. 1. #4 c.8 #5 i 3033 35" E ,x �/ T-13. ��
<br />ix
<br />Qr
<br />EXIT RAMP TO BE `"lJ,� .: ✓ '. , g`/ y
<br />O. CONSTRUCTED ACCORDING y° `N 1 425.OQ
<br />TO ARCHITECTURAL BARRIERS CODE. (-_1 65$6 ` INV. :187.26 Ld QV. R 3425, LOT 23
<br />`'NV. =187so 24.12 T" To ai -a8 � ,�
<br />N LOT 26, a o_,5 150' VG.
<br />NLN LOT 25 LOT 24 100' V.G.
<br />N
<br />PLAN
<br />N SCALE : 1 "=40' d
<br />N
<br />.. .. "
<br />� 10(i V. C : M n-
<br />O O
<br />I
<br />Q O �N0I /
<br />\� e
<br />It. �� 150 V. C. ua ti N m o _ °' °° COOOD Ci
<br />�: ®
<br />ED
<br />y . Qom. �,� N N..: ,ri t0 O M1 MO) E ° n� � � o C �� 0� (d Id �� ,�a. � '.Vil�
<br />. .e1%
<br />GO 0p �,Q pp ��.. 11 1- n n Off. tO -.,I: al cO �.ap r�. ce E /..
<br />L > o M0a O N O Y'� E,I y n a °.w a u -„ _
<br />aS � �, � ro ON) amo ri ep g'I x c ' 5 E � 0 E � E c E yl 0) OD N �= 00 OD 5
<br />.'E ly N:IN. 11. it it a-� (�� OD II •lb a: Gi 71 -
<br />cli
<br />' I8 8 R'Q1 R w 2 ' I I 1y0 ASR
<br />5
<br />NN 23 - 1
<br />11 It 'NN. ii
<br />E I 9
<br />c E e 1 I l
<br />Cone . T _
<br />Encasement-7 1 T t
<br />t 1
<br />m .m ~ r b S, :I R.C. g{ ^� 5 18 (� C. - -
<br />cr + 0 0 �.. �..� �.�= S -.005 18 ' R.C. f ;
<br />I
<br />S =.005
<br />OD 8AC. 03300 _ 18 °R. C. S =.005
<br />'rl S =.005 18 R
<br />ti + S =.005 8 "A.C, C1.33 0) S =.005
<br />of e + „ O + ,� S =.005
<br />A.C. C L 3300 v N v 1•-
<br />rr 1 > '+ F- O U N+ + > ca + S' =. 09 j >
<br />(zol , IN d �+ d + ^. _ „
<br />IT N p O^D t0 Q^ in. QD it OY F _ N M 1� 0 05 Q a0 1` ro.4 1Z OD d• (P d. OD c4' c0
<br />10 ~ o Oi eD ,lj " M °° e N c) <° rdj c° a `O u? 1[? r- o o 0 0 - + ri -,m! O�1 c�ri m rej tCS N d- p 0 1['1 t0 tij tD ((j to + � It d` M 1ri c4° � r` t0 r: OD
<br />BASE= ` p NO O O N 61 0) m 6a 6a m M m Q 0 0)i 45 0) 0_T m 0) 6a 6) 5R O 61 O 07 Ot m 6a 0) N T Q1 N � 8a 6�
<br />c\j 0 +0 `_° M F0 +50 1 +0 1 +50 2 +0 2+50 3 +0 3.50 4 +0 4+50 5 +0 5 +5.0- 6 +0 6 +50 7 +0 7 +50 8 +0 8 +50 9 +0 9 +50 10 +0 10 +50
<br />+ +
<br />+
<br />PROFILE Ke r r i e
<br />RIDGE ESTA TES
<br />HoR.11'-40' LI- XING'TON /W A55
<br />APPROVED BY SCALES VERT. I" =41 Rea (t y '
<br />r
<br />LEXINGTON PLANNING BOARD T r u s PLAN PROFILE
<br />JANUARY 28', 1980 1, CLERK OF THE TOWN OF LEXINGTON,MASS., NOTES: ALL ELEVATIONS SHOWN REFER TO DATUM SUPPLIED LEGEND` S.M.H. SEWER MANHOLE
<br />BY TOWN OF LEXINGTON ENG. DEPT (EAST ST. PLAN
<br />HEREBY CERTIFY THAT THE NOTICE OF APPROVAL O.M.H. BRAIN MANHOLE EAST � A ® /�R) ® /�
<br />OF THIS PLAN BY THE LEXINGTON PLANNING BOARD 8 PROFILE) T.B.M.# 8 ELEV. = 184.96 B.M *2ELEV.= 210.67 A 1 m"ER ON RD. (Profile ice) C
<br />C. 8, CATCH BASIN W! CURB INLET
<br />HAS BEEN RECEIVED ANDRECORDED AT THIS OFFICE ( STA. 0 +00 TO 9+00)
<br />AND NO APPEAL WAS RECEIVED DURING THE TWENTY B.M S SET (AS SHOWN ON TOPOGRAPHIC PLANS SHEETSI0,11,12) HYD. HYDRANT`': SCALE' AS SHOWN
<br />` DAYS NEXT AFTER SUCH RECEIPT AND RECORDING. -"�- G,V. GATE VALVE
<br />-- D-•.,„ DRAIN / R.C. CL.IA
<br />_y s-- SEWER
<br />JOSEPH . MOORE GO,
<br />' 4 ---W^- WATER MAIN/ CEMENT LINED OR DUCTILE C.i. LAND SURVEYORS CIVIL ENGINEERS
<br />C TOWN CLERK
<br />W$. WATER SERVICE
<br />� ` t iii, ►�4 t 7%OnV, �Q, '7�i,' 9,5. SEWER SERVICE 6"A-C, CL,1500 REV: SAN, 23, 19 � ar B' RAILROAD AVE. I 1 G F R(, MASS,
<br />RSV DEC, 19, 1979
<br />AT
<br />o
<br />RL
<br />w ,No.906 >
<br />M•I9 REV; NOV.. 14, 1979 1 OCT ( 1� ,1979 SHEET 1z ! ill I'll
<br />
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