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HomeMy WebLinkAboutSanitary Sewer Plan and Profile pg1SCALE: 1 "= 50' NOTES FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES, CONTRACTOR SHALL EXTEND SEWER LATERALS THRU EASEMENTS AS SHOWN, CONTRACTOR SHALL INSTALL LATERAL NO CLOSER THAN 5' FROM BUILDING LINE AND NO GREATER THAN 6' DEEP AT LATERAL END. I 1 I I I I I w 22\ 79 L.F. -6" WYE & LAT. STA. 0 +80 \ 23 85 L.F. -6" WYE & LAT. STA. 1+90 I / I I / 24 ss -6 WYL LAT. STA 0 +08 I L I I I — — — - — - i C;TION 0 0 s) M N O �Ln OMcD 0 0 I tam CO �� N �� \27 \ 89 L.F. -6" \ \ WYE & LAT. J j�pOp� 00 00 0O 0 M 00 O O3tli �,,, ►,tttt�t�„ ' STA. 0 +40 1 O w II II ZO�Z3vi rco M3W Wtp0OZ(n L�i m1�ZLJ JN�3fn JM 0� O�HF- oWW!oWW: Q0O0F -HH 0WW'O =0! o 0 0 { 0OF- Oc+oOD~w~ 11 ir it 0In 11 z� II �:� w �- _'-�w� Z"r ��•LAJW W�W� <i.- 0. LdV H?ZZ en .. ...... ���v PP� 85' RED. r''rr.tn...... H & T I 26 20 L.F. -6" I S WYE & LAT. STA. 1+74 a 25 \ 20 L.F. -6" WYE & LAT. STA. 1 +74 MANHQL� 701 MbNHOL STA. 5+29 STA. 6+ 5 — i C;TION W Z c� z 0 mI m 0 870 I 860 40' BUILDING LINE 25' D. &U.E. 3 TOWNE DRIVE 0 3 0 0 s) M N O �Ln OMcD 0 0 10tp tam CO �� N �� 00 0 C 11 to J j�pOp� 00 00 0O 0 M 00 O O3tli O II tO rtnt,o3w o O ao 00 rOftD II II II 3 ^ZVI O w II II ZO�Z3vi rco M3W Wtp0OZ(n L�i m1�ZLJ JN�3fn JM 0� O�HF- oWW!oWW: Q0O0F -HH 0WW'O =0! -i +0ozvi 0 { 0OF- Oc+oOD~w~ 11 ir it 0In 11 z� II II _'-�w� Z"r ��•LAJW W�W� <i.- ��HZZ LdV H?ZZ W Z c� z 0 mI m 0 870 I 860 40' BUILDING LINE 25' D. &U.E. 3 TOWNE DRIVE 0 3 w !o \ z 0 Q ry W Z V) Off \ w 0 0 r m z 0 U) 5 w Y 0! Q Q O O m } O \ U 6 oO `O V) w U V) C-4 LJ rn > 00 V r � X z a I cn I 00 w r- Ld o Z O 00 z W Lo z F- D u) 00 Z O Q z Q 0 z O Q z a 0 z W O or_ n 48 w 0 z o Q ry W Z V) )0--N I.y Q Z rQ V Z Q Z SHEET NO. 16 OF 28 SHEETS JOB NO. 33697 J W Q U ly- 0 W V) r) W Z V) )0--N I.y Q Z rQ V Z Q Z SHEET NO. 16 OF 28 SHEETS JOB NO. 33697 J W Q U