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CULVL'(ZTSr RR.S,)F'FACE SHC�ULDE.R WITH 7 CRUSHED ROCK (11/8 MINUS REFER TO -PECI FICA]-LJUS• FOR IN%TeUCTKTNS .@EGA@Ui'uV4 HI GHWA'' +T AF.FIC DETGUR AND CON57RU4T 10N OF CRP SSINr RESTORE ALL VVATBR LINE°.i DAMAGED BY 5N EWE2 C-CSTF.UL710W-PPOVIMF TEMPCir ApY SEWVICE EY =.UfarACE LINES. T_ENCH E<CAVAYDhI MASS E HO STp,TIGN 22i 54 TD SOr00 FULL SHEATHJNCG 'R.EQD. STATION 3.75 TO 31-50 MANHOLES Nu REQUIRE RING AND COVER TYPE O. F Co NQ S9A4 OREQUAL Y _ N I I V)ou —r�I,-- } I _ Cn O 7 intq y N W qN °IIH z C.D.W � m 0 0 TYPICAL LAYOUT CORNER MANHOLES ' 1 +: y . I - �•-o,. M.H. 0 \,y> � ' / '• rn .i m do 90` / _ 1 �_ ,7hV� '9.I2, , M. H. 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ATE !-PLAN-PROFILE O. P. N. n a E. STANOAMU e THE FflEOFfl1OK POST CO.. CMIC/.00 C7 - Z J 3-6--S , H- 6 _ 4 I I 4� J . ` 2 / �V ` 3 0 IV ? m nlEw _ +� + N.E. COR.N.E.I/41b-ZI-S. d � b'i b V r oy r 0 0 0 .m I'O!� Z� Qi J ' ° d E.i5t,30 Sewer ZEx1 St, 42 Stow.. ♦ Ea4t. 15 ES41 ue..t,-t�/nlJ --- -`JEE DETAIL a Y" 9 y �---- Exi>k. IS C.LR V �e o d Gros 1 o � Exist, Cla.iC ier -s.._ -_., BO' PIPE -' _ In{lumt Sewer L .. PIPE JOINT COLLAR /4 ND PIPE MESH �'` SE NOTE5 ` AROUND � - I � �-1-0' E _ � 1 _ � J Ea(st 30 pipc�t META[-5T¢1P_ ARD_UND.4o1N7 �51REAK OUT +F REMOVE- _ EXIST. STRUc.TU2E5 - L"� _. AS 2EOUYIHED FoR COSTPUCTION OFPIPELINE. ---' -_-- - i L DETAIL — -- M.H - NEW �OI°OVE 2FLOW% S2EAKOUT To %' OF Exist. 50 Sa,,tf.ry Sewer ELEV, ro3.50,'� a• i I ,� - r..., A- " Exist, 2 S{orri ewer v.o S 4 � � � � "• _ 30, D. u e r u 4 . �• c n-r. ', - `/\ � I vy. >a o a n ` ° .. i Q MANHOLE Na- Z2 INVERT ELEV_57.26 NEW M.H. H, 22 N -1r,E><ist. 30pi�Jc G'MIN. 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