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at S.S. SM:H. - / 12'iNV. =r78.00 L =4388' C.B. #29 Ca R= 25.00' 01 INV =184AO s'� ws. o- p �� T= 30.09' B L=35.27' �' Q O�� 0,0, O / �. © =100°3329° GRAN. cu A--800-49-50" O A 0 O N 1 o � s �13 �, - LOT 41 �' X O to SOT 44 LOT 45 '.9 gy 4 N N / 3 N I �� / ICD to t 01. R: \9572 Y INV: =178.60 DRAINAGE STRUCTURE R =25.00 ,;\\5 �5 ' PARCEL X (SEE SHEET B) WS G AN. CURB L =39.27' a1 p a °gpOp6 9�, / p0� DRAIN LOT 6 R=25.0 T =25.00' INV: =180.66 1 ' S• 1C.8 24 A=90 °-00' -W' N INV�79.32 , '(�6�• / O�� $ E ER ENT.. s.M:H. 3. T 20 �2� ° N 24° 00 00" �-- ar 8 k °- S E H 0 - C 8 d= 79°50 -0gr +� 173.00 ! -R =170.00 " \0 r5\O I (gEE S EET 9) o a) DRAIN EASEMENT --- �_ _ N -6 w ; 3 / (' " LOT 12 PLAN LOT o � � s �� eW N 8 of ° 8 _ 2 SCALE 1a =40` 184.30 INV. a 12 °INV.= 182.25: --+ � D.M.H.#25 223.00'y: _ -� -65 - S.M.H. `�6 12 °INV. - 182.75 � � P�CURB 3 3 ` �- INV. =179.61 =/ _ . 18" INV. = 18 2. 25 't �+ C 23 R= 25.0CI` -S24 °00' -00 °W L =13 5 28 >.5)' INV. = 184.30 L =39.27 173.00' R =220:00 LOT 40 f T= 25.00' 41NV: 180 80 INV: 179:91 DRAIN EASEMENT-' --off -co 0 w fl °�°- 00' -00' LOT 13 LOT 7 )O I� oo L.OT14 (SEE SHEET 12) ,' g 0 0 LOT 15 )� of 4r 00 EXIT RAMPS TO BE CONSTRUCTED. i of °, ACCORDING TO ARCHITECTURAL BARRIERS CODE. t flo - 'Y _Z' I M ( SEE SHEET 6) ®N 06 to N 'w E. to � > Esc I00'V.C. N a 100" V.C. ® F' KID ® �c�pol M N. pp 00. I 0�pp _lO // i �•N 0 a5 OD r �. �Q. ,OD �•.a N [i Q'n1 MN 't j / v' " ,NM O M 0 QwOD I� o ppN M tYf n / p co Q �.:,, E ,' �. �° a a! Qi .� t0 O -N p. 01 0) E / NS w m RI OD V° tt It tt.0 E c co it 'v," H a 00 on OD OD - OfD „ ,t c0 O / / M'T I S2 D. tD W a0 E- c �_ N�r0 v, E'. -- n m'� �/ �0 1�It - i ,t tY _ 't0. N to O E >.> > it it it a v,.,n - 00 - It x a tt c X u '.m Ec ° tw SN a �Ei c E�i Gv �; N i > CD F ti _' E i E i a �.- E c c c N 2 c w - Ntn N ._ c '- c - N - �' / E •? ,�- :� - 1111 m - :91- ®, f _. ,t a n.: Y� ®- �'- - 'U_fN .w- tY c N dD N CDC t/7 N to 0 U MI-CD /// O (U II co +064% 2 - RT. �_. -- -' 1.20 / g u '------- -- �-- ^'"i_ ---- +.0. � I - - - - -- -- 0. I LT. $ � -- ___. --�,.� � S= .0059. 1 ;S CLASS 150 WATER �\ ; 12 R.C. S= p089 0095 - 15'R C S , S= 495 8 A.0 CL3 p - -- I - 15YRC. S =•i 066 r A.C.(C 3300) S =.OQ69 I' ,nF=. _ _OD �([a 8 AC. G.3300) - _ r '- o w o n ++ 5= -0069 V ,'nn + CL r I0 DO O O (D N N N N 0p (D to (D M O ti M to m I o m - 0) �p O th N O m 0 W 0) M (O In _ in CO O to GD 00 to 0) to �. �. an CD 1C) CD M 0 M �. N M M (Q M to - N - 00 ri (- (` co O6 co ' co r cD ~ N to 0J CD CO 00 0 (D r ti 3' m 00 m NOD 00 (0 00 BASE - 170.00 - - c�Oy 03 - co - co co W - CO m - - co - _ CQ. � a0 W N _ W - OD - m W C co - _ co co - N - 0) CO N DO Ol GO O)'� O +O 1+0 2+0 3 +0 4 +0 5 +0 6 +0 7+0 8 +0 9 +0 (0+0 +87.47 tL EAST EMERSON RD. (PROFILE C) + PROFILE Kerri e R IDLE- E.5 TA TES Z APPROVED BY: SCALES: HOR. 1111 4p` L EI('INtT T0/il, MASS: LEXINGTON PLANNING BOARD VERT 1 =4 R e a t y JANUARY 28,1980 1, CLERK OF THE TOWN OF LEX I NGTON, MASS., NOTES: ALL ELEVATIONS SHOWN REFER TO DATUM SUPPLIED LEGEND; S.M.H. SEWER MANHOLE Tr U Sf PLA IV ®�' HEREBY CERTIFY THAT THE NOTICE OF APPROVAL BY TOWN OF LEXINGTON ENG. DEPT. (EAST ST. PLAN D.M. H. DRAIN MANHOLE N L OF THIS PLAN BY THE LEXINGTON PLANNING BOARD 8 PROFI LE) T.B.M.# 8 ELEV. = 184.96 B.M. *2ELEV.= 210.67 ®A A O (Profile �� C.B. CATCH BASIN W /CURB INLET 'v� Q . HAS BEEN RECEIVED ANORECORDED AT THIS OFFICE YD. HYDRANT AND NO APPEAL WAS RECEIVED DURING THE TWENTY B.M. H S SET (AS SHOWN ON TOPOGRAPHIC PLANS - SHEETS 10,11,12) SCALE ' AS SHOWN' DAYS NEXT AFTER SUCH RECEIPT AND RECORDING. G.V. GATE VALVE 2 - D- DRAIN / R.C. CL.M V,,/,..�0 /tea '% r\: ?Y1� .f� -S- SEWER JOSEPH W MOORE CO. ti DATE TOWN CLERK -W- WATER MAIN / CEMENT LINED OR DUCTILE C.1. �2tGs�t P,Q�,,n,uau,o �.a�.e� W.S. WATER SERVICE LAND SURVEYORS CIVIL ENGINEERS M am u 1181 iia l9St ��r S. S. SEWER SERVICE/ 6 "A. C. CL.3300 -_.. Q „ 16 RAILROAD AVE. BEDFORD, MASS. " - -- ® VYYy.iY V.OJV -I pl -IJ vr,t