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HomeMy WebLinkAboutSD-6A-412 �L 55 I? 3 r 2� oh o- RrT� � SST\ jF 14 0 ZVI ry /\,• `osZ4 , 0%v 'E3,100 0 QJ .5 m , G• , mh 20,0.0 190.00 180.00 BASE ELEV, 170,00 ROAD 22 +0 STATION y� r i 5 Q) M 6i/ / r I ® s ` RY7 2 +50 23 +0 OD CD 00 M QD CO N0g9N.91 —,jO1 Cr NM_ ONN52 CD OD S • ni! n21tn. g >m>m> C; ZUZd9 / 24" R.C. DR A1 I 0O II G. s a� o ss y R lh S C.B. #20 .5 qNT 0 M.D.C. 187 w 2� +03 4 LT. NtISSIN `441 S.MN•187.72 R/ q�$ 6 i _"4 0�� to G�hO J Ge 0 M �+MN tN h N CD t... f> via? 24 +0 + 25 +0 +50 OGDO M Cq OD + NC� N CO NOCIL `4 &z + M u�p ° NOspnl EXISTING S 11,j *()t 1! 4p S.S. I'Mir WO 0 I W, c�D cd ZD t0 L ti to ti QD r. + M u�p ° NOspnl u ttn? LID tft M.M. 6:�Q FE (q _ S ig h' NN � _— M u0.C6C6 � 74k of m >m >:9 3; 2f> :g»> U ZU Z6Fr Z t!)rZ p9ZZ 3LINE OF PAVEMENT n tt � C6 ID to di cc it R.C. DRAIN 15" CLJII R.C. DRAIN 119 NN tt g tMN n� �= � ik 91y KCOW�M V' n n & 8" SDR 35 PVC 5tvvcrc 8" Sp 35 PVC SEWER MAIN 12 8 v 26 +0 +50 27 +0 +50 28 +0 +50 29 +0 4 2 I•' = 40 10 0 20 60 120 0 Gi 8 � Z 1 1 V c. �� ``93 •dr e, - D,7 sz3s,. � cs 8/T 8 eR,y �Q N M AM M N'CMD _0—p' it fX> m G:? 30 +0 +50 31 +0 +50 32 +0 +50 33 +0 +50 34 +0 +50 50+U DEVELOPER PHEASANT BROOK ESTATES PHEASANT Lexington, Mass, BROOK ESTATES, INC. Solom�o�n PLAN & PROFILE. Road STATION 22 +00 to 35 +00 fge r��y�1i P`l�cq� � r Ski OF �� D cy��,�� �L ��s� SEPTEMBER 20, 1989 SCALE: 1" = 40' Horizontal � ,u �RiS@rsa, %a 21E0 1708 yl 1 = 4 Vertical R -3 e �`c�a,e � L Cx sue! cE p h Ctvll �n T & M Engineering Associates Inc. 83 Pine Street Peabdy, Mass. COMM. N.O. 305. Sheet 3 of 10 SUBDIVISION cm tO.M i� co D w F? ZZ —0 M . „ � QD 4161 M Z2. O M CD �: X61 CO CD~ OD M> tV Z n tt � C6 ID to di cc it 61CD > 119 NN tt g tMN n� �= � ik 91y KCOW�M V' n n & *ten M� Ou UU N:iANN N .— a— »mm7Z pZZUU Clio � cs 8/T 8 eR,y �Q N M AM M N'CMD _0—p' it fX> m G:? 30 +0 +50 31 +0 +50 32 +0 +50 33 +0 +50 34 +0 +50 50+U DEVELOPER PHEASANT BROOK ESTATES PHEASANT Lexington, Mass, BROOK ESTATES, INC. Solom�o�n PLAN & PROFILE. Road STATION 22 +00 to 35 +00 fge r��y�1i P`l�cq� � r Ski OF �� D cy��,�� �L ��s� SEPTEMBER 20, 1989 SCALE: 1" = 40' Horizontal � ,u �RiS@rsa, %a 21E0 1708 yl 1 = 4 Vertical R -3 e �`c�a,e � L Cx sue! cE p h Ctvll �n T & M Engineering Associates Inc. 83 Pine Street Peabdy, Mass. COMM. N.O. 305. Sheet 3 of 10 SUBDIVISION