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HomeMy WebLinkAbout21 C601 Storm Sewer PlanD SECTION 125 �O J� Orn z QU N W6 J O =II Qv II O OO N J`n 7_� a) Wi J Z m DU z O 0 U II w Z1 a ivnO HSVa1 W U FULL DEPTH 0 GRANUL R BACKFILL CONC. ENI 50 L.F. H EXISTING GRADE CO U PROPOSED GRADE U m el 0.30% I 15.96 15.81 6.42 15.96 I 0% 15" R.C.P. 18" R.C.P. •3 L.F. 0.36% 18" R.C.P. 170 L.F. 0.30% 18" R.C.P. 120 L.F. 0.30% 18" R.C.P. 58 L.F. DESIGN APPROVAL 120 L.F. 0.30% 12" R.C.P. Yes 0.30% O 16.21 16.38 15 R.C.P. 1 16.38 s.7 15.85 16.21 15.85 15.34 15.34 5.00 No No Yes 12" R.C.P. E. INV.= 916.21 36 "x36" DESIGN APPROVAL D SECTION 119 3 c 0 T 0 J 0) II U I- I- m U T.C. =9 9.30 STREET A U 0 O O z U W (n U z 1- W z 0 0 PROPOSED GRADE EXISTING GRADE CURB CASTING *R -3501 N -1 CONC. EN w CO I- D 0 3 FULL DEPTH GRANULAR BACKFILL 216 L.F. 0.31% 18" R.C.P. 0 50 L.F. 15.78 L.F. R.C.P. 152 L.F. 0.30% 12 255 L.F. 0.32% 18" R.C.P. 0.30% I 15.96 15.81 6.42 15.96 15.81 0% 15" R.C.P. 18" R.C.P. Yes Yes 18" to 21" 12" R.C.P. NE INV.= 915.96 MH /BOX 4IIOIS 0N3 'ON( z PROPOSED GRADE U� EXISTING GRADE t CURB INL 0) a) U 0 II U 0 GRANULAR FULL DEPTH LJJ BACKFILL z CURB CASTING *R -3501 N O o 120 L.F. 0.30% 12" R.C.P. 12" to 18" 216 L.F. 0.31% 18" R.C.P. 0 16.14 15.78 15.78 L.F. 15.68 Yes 12" to 21" 15.00 ..153.026.83 37 0% 15" R.C.P. No PIPE SIZE STRUCTURES LESS THAN 48" FROM T/C TO INVERT STRUCTURES GREATER THAN 48" FROM T/C TO INVERT ANGLE AND QUALITY OF PIPES WILL REQUIRE SPECIAL DESIGN STEPS REQUIRED CURB CASTING *R -3501 N CASTING *3501 TL TR 12" to 18" 24 "x24" 0 DESIGN APPROVAL No Yes Yes 12" to 21" 30 "x30" 37 DESIGN APPROVAL No Yes Yes 18" to 21" 16.21 MH /BOX DESIGN APPROVAL Yes Yes Yes 21 to 27" 24 "x36" R.C.P. SW DESIGN APPROVAL No No Yes 12" to 24" 36 "x36" DESIGN APPROVAL No Yes Yes 24" OR LARGER DESIGN APPROVAL DESIGN APPROVAL No No Yes 24" or LARGER MH /BOX DESIGN APPROVAL Yes Yes Yes NLET 118 w /MH I- W J z m. Q 0 N D. U J \JLET 120 O2 c D 0 FULL DEPTH GRANULAR BACKFILL CURB I II U i- PROPOSED GR, D' 0 T. EET C� EXISTING GRA 15.96 16.0 L.F. BACKFILL 37 2" R.C.P. W. 8" R.C.P. SE. NV.= 915.96 0.30% 12" R.C.P. EXISTING GRA JLET 128 w /MH I- W J z m. Q 0 N D. U J JLET 131 in in 6 f Iald). 0) II 0 PROPOSED GR, D' 0 T. EET C� FULL DEPTH GRANULAR BACKFILL 221 L.F. 0.25% 21" R.C.P. 15.66 15.56 15.56 EXISTING GRA 16.31 32 L. F- 0.30% 18" R.C.P. 16.21 I 30 L.F. R.C.P. NE 0.30% R.C.P. SW 12" R.C.F. 916.21 NLET 115 I- W J z m. Q 0 N D. U J T.0 919.10 STREET A O z 0 I I P 0 LU 0 z FULL DEPTH w i GRANULAR PROPOSED GRADE z BACKFILL o Iald). I 0 U EXISTING GRADE 125 L.F. 0.30% 12" R.C.P. 221 L.F. 0.25% 21" R.C.P. 15.66 15.56 15.56 16.03 15.66 32 L. F- 0.30% 18" R.C.P. 15.00 I r-1 ,--1 tv O rn E N C- m M M N Ln O O N N N N 0 0 J ai 0 I- a as c ra a 0 O U r1 Ln O N M 930 920 910 z 0 1 N) z M SCALE: 1"=50' HOR. 1"=5' VERT. 920 910 s ss iii iii ANN 11111 all IIIII III NM NO 11111 920 910 SCALE: 1"=50' HOR. 1"=5' VERT. 920 910 920 910 SCALE: 1"=50' HOR. 1 =5' VERT. DE DE 920 15' 18' IN 910 SCALE: 1"=50' HOR. 1"=5' VERT. SCALE: 1 =50' HOR. 1"=5' VERT. N W° V) I- SCALE: 1"=50' H OR. 1 =5' VERT. DE DE PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE NOTE: CONSTRUCTION TOLERANCE FOR YARD INLETS WILL BE +0.0' TO -0.20' NOTE: "EXCEPT FOR FORCE MAINS, CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES AND STORM SEWERS IS 18" OR LESS." ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING TO ESTABLISH PLAN CASTING GRADE. ALL CURB INLET CASTINGS TO BE NEENAH R- 3501 -L2 ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW z CURB INLET TABLE SCALE: 1 50' SPECIAL NOTE STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WALL BE DESIGNED FOR MAXIMUM FLOW IN PIPES SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. r CO LL W v W W J 0 so.3 Ct Z w W (n 0 (n 0 J 6 II m JOB NO.45370E0U w I- Q 0 0 F=- W U x U- N- N) 0 z w U) U- z z w 0 Q (I) z J F- LU I z 0 z LLJ U SHEET NO. C601 CONSULTING ENGINEERS LAND SURVEYORS REVISIONS