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