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HomeMy WebLinkAboutC500 Sanitary Sewer Plan & ProfileBE LOWERED .C.= 915.40) MANHOLE LP 51 o_ LIJ o r, o i +Ln z 0 LI to a_ LIS CD C N t n LLJ ii z ro t N: F y .X3 Ol 01) PROPOSED GRADE F.._. PROPOSED GRADE ANS m r) 1-: 1 EXISTING GRADE EX. 36" R.C.P. V INV.=907.73 15" R.C.P. INV.=909.60 1 1 EX. 36" R.C.P. INV.=906.97 8" S.D.R. 35 P.V.C. 0.45% 00.u...LI 8" S.D.R. 35 P.V.C. 0.45% 02.12 S 324 L W. 05 1 NE 06.25 00 66 NE 310 L.F. 5Aia___TAI 322 L.F. EY 9 11 NE. R. 35 P.V.C. 899.08 STUB 13 L.F. 8" S.D.R. 35 PIPE NW.© 0.45 INV.=902.22 P. V.C. .35 309 L.F. K. MANHOLE LP CO (\J CD o LLI o cy) _J i 1 0 0 I Z if) 0 .1- 4 o N cy) Z 11 e 0 CO N LS Lo Lo _J ,r) F., 11 cf)}-.-: i z< 0 (y) i n il F.._. PROPOSED GRADE ANS m r) 1-: 1 EXISTING GRADE 1 1 1 1 1 EX. 36" R.C.P. INV.=906.97 8' S.D.R. 35 P.V.C. 0.45% 0.45% 4587 58,,P0.s6V.:.DC5..Rs:3• 05 1 NE 06.25 310 L.F. 5Aia___TAI 1 0 R. 35 P.V.C. 902.85 Q.D.R. 35 P.V.C. 242 L.F. 0.45% 03 99 S. 04 09 NE STUB j BS.1D31 L.F. PIPE NW.© 0.45 1NV.=90€ .35 8" S.D.R. 35 P.V.C. E. INV.=905.68 p2.90 N. -mi 229 L.F. 21 L.F.-6" WYE LAT. STA. 1+11 11 L.F.-6" WYE LAT. STA. 1+23 c.) 1 1 A. STA. 0+31 24 1 111 1 30 N i 1 i 1 80 WYE ac LAT. 16 L.F.-6" 1i I I WYE LAT. STA. 2+55 I N I 79 WYE 8c LAT. STA. 2+77 68 L.F.-6" 1 82 1 78 24 L.F.-6" 1/11/11 I WYE LAT. STA. 2+01 75 EX. LAT EX. LAT 72 L.F.-6" WYE LAT. STA. 0+88 81 L.F.-6" WYE LAT. STA. 0+14 11 L.F.-6" WYE LAT STA. 0+37 pr STA. 0+00 E. EX. LAT STREET C.A. #23 C.A. #23 6+ 5 10 L.F.-6" 202 WYE LAT. STA. 2+81 201 6 L.F.-6" WYE LAT STA. 2+00 c.) lcC a. 0 77 L.F.-6" WYE LAT, 199 STA. 3+07 84 L.F.-6" WYE LAT. STA. 2+28 200 Pr."2-. 14 L.F.-6" 193 WYE LAT. STA. 1+01 1 82 L.F.-6" WYE LAT, STA. 0+18 72 L.F.-6" WYE LAT. STA. 0+77 EX. LAT EX. LAT 96 95 94 SEE SHEET C501 .11•111■••••10 98 74 L.F.-6" WYE LAT, 97 STA. 1+09 1 C.A. #21 1 1 1 1 1 102 1 1 1 1 1 1 1 920 910 EX. 8" S.D S. INV. 920 910 900 EX. 8" S.D S. INV. CN 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. A MINIMUM OF 5 FT. AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL TERMINATION. ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING TO ESTABLISH PLAN CASTING GRADE, DENOTES FULL DEPTH GRANULAR BACKFILL SCALE: 1"=50 HOR. 1"=5' VERT. SCALE: 1"=50' HOR. 1"=5' VERT. SCALE: 1"= 50' 0 CD LiJ Ld 0 Ld uJ cs#3 f2 cr (I) 03 Lt._ LLJ LLJ N) LL N) 0 0) N SHEET NO. C500 JOB Na 41760S3 71" 0 co N. z 0 z LU LLI 1-- Z 1_11 (f) Ld (f) bJ z z LjJ LAND SURVEYORS CONSULTING ENGINEERS REVISED PER TAC COMMENTS REVISIONS