PUBLC MPROVEMENT PROJECT APPROVED CTY OF MADSON v CTY ENGNEERNG DVSON DEPARTMENT OF PUBLC WORKS Madison, Wisconsin PLAN OF PROPOSED NDEX OF SHEETS ii.j (J (/) f 1 TTLE SHEET NO. DlD4 DETALS SHEET NO. PlP5 STREET PLAN SHEET NO. 0 a..j & & SHEET NO. UlU5 SEWER U6 SANTARY SEWER SHEET NO. U7 SEWER SCHEDULE SHEET NO. WlW5 WATER PLAN SHEET NO. W6 WATER ESTMATE OF MATERALS PROFLES BRCHWOOD PONT PHASE 10 SCHEDULE & PROFLES N <( z f0.j a. ' r '/ _ L J J UJ ".. \ \. s. _, \. ' \ ' ' \ \ v '... _.. \v / / r ' / 'V, 1, / (/) W RMSTPASS _,_ t66 >! l1.!. d 63 ""' '. WATER DESGNED. /' /'',. '., / / \..A ',,.,_,, 1 ' > ', < ct: ',.. 'i ll i_ ' <!.. SLCON PRAREPARKWAY j jj l::.. 1. i T r.. 1 f '.J v o_, FLE NAME: UJ <: 1 PHASE LMTS o 0, _ (/)1 i 0 (1)1 isi 11a... o o, A 01Zl ; ' / t29 ' ' ' ' 1 \..11!2!l _ "RBD )'.?;_!2?..._ 115l i)il126 r, 1 1 11 1_ :::: : :=1... 1!2 ' 158.!!:..._1' 1 c_ a: L5.117 1 1 1z3159 Q"16 1 119_1, 12224 5 " 1WJ 1l 21.1..!.6() 1;; 11 i. =1. 161 1 1 l"'3j : 1 1..... 1 162 209 2'?"' / 21 Jj 1 g J "112.q:; PROJECT LOCATON. il \11\ " = R,, '< \'j/ : 0S,i,U. i, 1 j j 1:::: :H c 1 H= 11=1 ). ;[.J.. : l S.! /.,_ L::.J_!::!_Et:! t::.j"' l!f:! NGWAy /' ) ' :if ; _ij j\j 1 [l ;.../ l ljj,,l...l,.,/ RUSTLNG BRCH ROAD ', 5r :, _L_ :;7 L.L UW\ / :::.::: ' ', "\ "'< 0: 1.:: l./.' / "' " n 1lsL. 1""", "11, 1 10 r:: 0 Date City Engineer 0 ' s <') :l,_,.. \. JOHN l "'...J. :=,. 1 ;...1 _ L.J. _j _ M:\DESGN\Projects\11656\Strects\Design\11656ENTitlcSlt.dgn DATE: 8/17/2017 BY:. SAPP Janesville W o a o<,s.h ;: «o54., lj:1 (j.4. "] 'llz.f MNERAL PT ROAD z PUBLiC MPROVEMENT DESGN APPROVED BY: ' CTY PROJECT NO. 11656 CTY CONTRACT NO. 7953 ii :; ii.0 BY THE COMMON COUNCL OF MADSON, WSCONSN STREET GRADES DESGNED BY: PROFLES SHEET NO. PLAN MPROVEMENT JUNE 6, 2017 (, ',#,,,,,
SANTARY SCHEDULE ALGNMENT CODES: 'SL' SUNSHNE LANE 'SB' SHADY BRCH TR 'WP' WNDY PEAK ROAD BRCHWOOD PONT PHASE 10 PROJECT NO. 11656 SANTARY SEWER SCHEDULE SHEET NO. U6 CTY OF MADSON PLOT SCALE: _ PROPOSED SANTARY STRUCTURES PROPOSED SANTARY PPES SAS STATON LOCATON TOP OF E.. DEPTH NOTES FROM SAS TO SAS E # E # LENGTH SLOPE SZE PVC NO. (OFFSET) CASTNG (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) (FT) (%) (DA) TYPE NOTES SAS#1001 15'SL'+00.00 LT0.00 1093.18 1081.70 11.48 EX.SAS#94 SAS#1001 1079.69 1081.70 189 1.06% 8'' SDR35 SAS#1002 10'SL'+12.79 LT0.00 1095.24 1085.24 10.00 SAS#1001 SAS#1002 1081.80 1085.24 487 0.71% 8'' SDR26 SAS#1003 56'SB'+11.52 LT8.00 1103.26 1093.26 10.00 SAS#1002 SAS#1003 1085.34 1093.26 166 4.78% 8'' SDR35 SAS#1004 56'SB'+99.38 LT0.20 1107.04 1096.04 11.00 SAS#1003 SAS#1004 1093.36 1096.04 89 3.01% 8'' SDR35 SAS#1005 57'SB'+77.97 RT0.00 1108.80 1098.80 10.00 SAS#1004 SAS#1005 1096.24 1098.80 79 3.26% 8'' SDR35 SAS#1006 11'WP'+25.00 RT0.00 1108.07 1098.07 10.00 SAS#1004 SAS#1006 1096.14 1098.07 125 1.55% 8'' SDR35 SAS#1007 12'WP'+25.00 RT0.00 1110.98 1100.83 10.15 SAS#1006 SAS#1007 1098.17 1100.83 98 2.71% 8'' SDR35 SAS#1008 13'WP'+69.20 RT0.00 1113.75 1103.75 10.00 SAS#1007 SAS#1008 1100.93 1103.75 144 1.96% 8'' SDR35 REV. DATE: PLOT NAME: _ FLE NAME: M:\DESGN\PROJECTS\11656\SANTARY\DOCUMENTS\MSC\SANTARY SCHEDULE O DATE: 09/15/2017
STORM SEWER SCHEDULE ALGNMENT CODES: 'SB' SHADY BRCH TR 'WP' WNDY PEAK RD 'SL' SUNSHNE LN STORM SEWER SCHEDULE BRCHWOOD PONT PHASE 10 PROJECT NO. 11656 SHEET NO. U7 CTY OF MADSON PLOT SCALE: _ PLOT NAME: _ REV. DATE: PROPOSED STORM STRUCTURES PROPOSED STORM PPES STRUC STATON LOCATON TYPE TOP OF E.. DEPTH NOTES PPE FROM SAS TO SAS E # E # PPE LENGTH PLAN LENGTH SLOPE SZE TYPE NOTES NO. (OFFSET) CASTNG NO. (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) (FT) (FT) (%) (DA) S1000 57'SB'+90.00 LT15.50 CONCRETE COLLAR 1101.85 PER S.D.D. 5.4.5 P1 S1000 S1001 1101.85 1102.13 55 57 0.50% 15'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1001 57'SB'+33.31 LT15.50 H NLET 1108.06 1102.13 5.93 W/ R30677004V P2 S1001 S1002 1102.13 1102.27 28 31 0.51% 15'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1002 10'WP'+37.00 RT13.50 H NLET 1106.81 1102.27 4.54 W/ R30677004VB; LP; UD; SEE SPEC. NOTE 1 P3 S1002 S1003 1102.52 1102.65 25 27 0.52% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1003 10'WP'+37.00 LT13.50 H NLET 1106.57 1102.65 3.92 W/ R30677004VB; LP; UD; SEE SPEC. NOTE 1 P4 S1003 S1004 1102.65 1102.78 26 29 0.50% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1004 56'SB'+67.81 LT17.50 H NLET 1105.97 1102.78 3.19 W/ R30677004V P5 S1004 S1005 1102.78 1102.94 33 35 0.50% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1005 56'SB'+65.80 RT17.02 H NLET 1105.89 1102.94 2.95 W/ R30677004V P6 S1006 S1007 1085.77 1087.04 165 167 0.77% 18'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1006 16'SL'+83.76 LT13.13 CONCRETE COLLAR 1085.77 PER S.D.D. 5.4.5 P7 S1007 S1008 1087.54 1089.00 29 31 5.07% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1007 15'SL'+17.78 LT15.50 3X3 SAS 1092.88 1087.04 5.84 W/ R30677004V P8 S1007 S1009 1087.04 1089.09 410 413 0.50% 18'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1008 15'SL'+14.07 RT15.50 H NLET 1092.96 1089.00 3.96 W/ R30677004V P9 S1009 S1009A 1089.59 1091.00 29 32 4.85% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1009 11'SL'+03.64 LT15.50 3X3 SAS 1095.83 1089.09 6.74 W/ R30677004V P10 S1009 S1011 1089.09 1089.39 60 63 0.50% 18'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1009A 10'SL'+97.99 RT15.50 H NLET 1096.33 1091.00 5.33 W/ R30677004V P11 S1011 S1012 1089.89 1090.03 28 32 0.51% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1010 10'SL'+97.99 RT36.50 H NLET FLAT 1097.05 1092.00 5.05 PER S.D.D. 5.7.33; W/ R3362L; SEE SPEC. NOTES 2 & 3 P12 S1012 S1013 1090.03 1090.20 33 35 0.50% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1011 10'SL'+41.00 LT15.50 3X3 SAS 1094.87 1089.40 5.47 W/ R30677004V P13 S1011 S1014 1089.90 1091.75 29 31 6.50% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1012 54'SB'+12.50 LT17.50 H NLET 1093.13 1090.03 3.10 W/ R30677004V P14 S1014 S1015 1091.75 1093.50 30 33 5.84% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1013 54'SB'+13.50 RT17.50 H NLET 1093.20 1090.20 3.00 W/ R30677004V P15 S1015 S1016 1093.50 1097.60 122 124 3.36% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1014 10'SL'+41.00 RT15.50 H NLET 1096.00 1091.75 4.25 W/ R30677004VB; LP; UD; SEE SPEC. NOTE 1 P16 S1009A S1010 1091.00 1092.00 19 21 5.41% 12'' RCP CLASS (ASTM C 76) PER SPEC. 504.2(A) S1015 54'SB'+81.78 LT17.50 H NLET 1097.41 1093.50 3.91 W/ R30677004V S1016 56'SB'+01.23 LT17.50 H NLET 1103.02 1097.60 5.42 W/ R30677004V SPECAL NOTES: STANDARD NOTES: 1) THE STORM STRUCTURE SHALL HAVE A 2 PVC PPE NSTALLED FROM AND THROUGH THE FRONT WALL OF THE NLET, BENT UP TO THE TOP OF THE SURFACE COURSE OF BNDER N FRONT OF THE NLET SUCH THAT THE CENTER OF THE PPE S 5 FROM THE EDGE OF GUTTER. WHEN THE PAVEMENT S BENG PREPARED FOR SURFACE T S THE CONTRACTORS RESPONSBLTY TO SAW CUT OUT A 2 X ABBREVATONS: AE = APRON ENDWALL; RCP = RENFORCED CONCRETE PPE; HERCP = HORZONTAL ELLPTCAL RENFORCED CONCRETE PPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW PONT NLET STRUCTURE; FP = FELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PPES; UD = UNDERDRAN APPROXMATE DSCHARGE E.. GVEN, ADJUST E.. AND PPE SLOPE N THE FELD. 2 SQUARE REMOVE THE PPE, PATCH THE NLET, PATCH THE BNDER AND PAVE THE STREET. TOP OF CASTNG GRADE GVEN S THE TOP OF CURB FOR NLET STRUCTURES AND THE FLOWLNE OF THE CLOSED CASTNG FOR SAS's. 2) TOP OF CASTNG ELEVATON FOR H NLET FLAT S 1" ABOVE FLOWLNE OF CASTNG. TOP OF CONCRETE ROOF (TR) S 1.25' BELOW TOP OF CASTNG UNLESS OTHERWSE NOTED. 3) PRVATE NLET ALL RENFORCED CONCRETE PPES TO BE CLASS UNLESS OTHERWSE NOTED. SURVEYOR TO CONFRM THAT ALL NLET STATON / OFFSETS LNE UP WTH PROPOSED CURB AND GUTTER. ALL STRUCTURES CALLED OUT AS FELD POURED SHALL BE FELD POURED. ALL OTHER STRUCTURES (NOT NDCATED AS FELD POURED) SHALL BE SUBMTTED TO CTY ENGNEERNG FOR APPROVAL F PRECAST STRUCTURES ARE PREFERRED. CONTACT LAUREN STREGL OF CTY ENGNEERNG AT (608) 2664094, LSTREGL@CTYOFMADSON.COM, FOR PRECAST APPROVALS, OR FAX SHOP DRAWNGS TO (608) 2649275. NLETS LOCATED N TYPE "H" CURB SHALL BE NSTALLED PER S.D.D. 5.7.27 FLE NAME: M:\DESGN\PROJECTS\11656\STORM\DOCUMENTS\MSC\STORM SCHEDULE OVERALL.XLSX]STORM DATE: 09/01/2017