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HomeMy WebLinkAboutSD-110-51 t> r 100, 100' V.C. 00 0 Gj,� `3.X00 o ` o o MgTCy / N N 0 cli 0 - -_ - (1\1j >; LOT 34 i b ��0 °i° ,�lyF a ' '2.0 p0j0 LOT 19 P U ! ro ST PAVEMEN Z \ S y 0 w � A. � / EFr g N to ZI / ! f ¢ o J h �se p z y > w� LOT 33 11 1, � v 4 a w) ( f k. I! 1. +� w a ^ a (L V d INV.. =184.16 F 0 It _ _ 001 O M ti N N to N, to p, in!/ S ,.•,sy C3 c6 m' WN O t1i N O N N p ��tOM N O b\/ .H -0 13^ ff®° X EXIST. HYD. N N N (i.N.+ 1� „ �! BASE =195.00 v tiry t ° 016 0+0 1 +0 2 +0 o +60 }.. z � r N � 4 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 F 4,0 �pi.$S >. LOT 28 , ° / w ° yFO,Q� 6r RAN. CURB. �� P/ 9a5!I> LOT 21 T9 /0 C.B ;1 X : I+O rt OF LAYOUT S 1 \° O �.. D.M. 3:. OF PAVEMENT IA D6't° h F LOT 30 I LOT 31 0 a } _ TIE TO EXI ST. 6 LINE.. GRA i to LOT 29 150,00 1- .. EXAG•T 8"TAPPING SLEEVE. NOT KNONtN N.. CURB '. aq�gas �SO, -INV.- 191.34 ,R ' gJV= 186.50 '0D INV. =185.56 „S r B02 f as. k 3 �` 7-2 L =41.168 1 It I� _J40- o f ° v\ ^' R =IZSOO N i=20' S89° -153 YJ-° 118.52 _. ; ... R- j$ /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� - - -- `R` M. 1. #4 c.8 #5 i 3033 35" E ,x �/ T-13. �� ix Qr 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. N PLAN N SCALE : 1 "=40' d N .. .. " � 10(i V. C : M n- O O I Q O �N0I / \� e It. �� 150 V. C. ua ti N m o _ °' °° COOOD Ci �: ® ED y . Qom. �,� N N..: ,ri t0 O M1 MO) E ° n� � � o C �� 0� (d Id �� ,�a. � '.Vil� . .e1% GO 0p �,Q pp ��.. 11 1- n n Off. tO -.,I: al cO �.ap r�. ce E /.. L > o M0a O N O Y'� E,I y n a °.w a u -„ _ aS � �, � ro ON) amo ri ep g'I x c ' 5 E � 0 E � E c E yl 0) OD N �= 00 OD 5 .'E ly N:IN. 11. it it a-� (�� OD II •lb a: Gi 71 - cli ' I8 8 R'Q1 R w 2 ' I I 1y0 ASR 5 NN 23 - 1 11 It 'NN. ii E I 9 c E e 1 I l Cone . T _ Encasement-7 1 T t t 1 m .m ~ r b S, :I R.C. g{ ^� 5 18 (� C. - - 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