PUBLIC IMPROVEMENT PROJECT APPROVED CITY OF MADISON v CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PROFILES N BIRCHWOOD POINT PHASE 10

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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.

$W6 WATER ESTMATE OF MATERALS PROFLES BRCHWOOD PONT PHASE 10 SCHEDULE & PROFLES N <( z f0.j a. ' r '/ _ L J J UJ ".. \ \. s. _, \. ' \ ' ' \ \ v '... _.. \v / / r ' / 'V, 1, / (/) W RMSTPASS _,_ t66 >!$

1 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!2 ' 158.!!:..._1' 1 c_ a: L z3159 Q" _1, " 1WJ 1l !.6() 1;; 11 i. = l"'3j : '?"' / 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 CTY CONTRACT NO ii :; ii.0 BY THE COMMON COUNCL OF MADSON, WSCONSN STREET GRADES DESGNED BY: PROFLES SHEET NO. PLAN MPROVEMENT JUNE 6, 2017 (, ',#,,,,,

16 SANTARY SCHEDULE ALGNMENT CODES: 'SL' SUNSHNE LANE 'SB' SHADY BRCH TR 'WP' WNDY PEAK ROAD BRCHWOOD PONT PHASE 10 PROJECT NO 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# 'SL' LT EX.SAS#94 SAS# % 8'' SDR35 SAS# 'SL' LT SAS#1001 SAS# % 8'' SDR26 SAS# 'SB' LT SAS#1002 SAS# % 8'' SDR35 SAS# 'SB' LT SAS#1003 SAS# % 8'' SDR35 SAS# 'SB' RT SAS#1004 SAS# % 8'' SDR35 SAS# 'WP' RT SAS#1004 SAS# % 8'' SDR35 SAS# 'WP' RT SAS#1006 SAS# % 8'' SDR35 SAS# 'WP' RT SAS#1007 SAS# % 8'' SDR35 REV. DATE: PLOT NAME: _ FLE NAME: M:\DESGN\PROJECTS\11656\SANTARY\DOCUMENTS\MSC\SANTARY SCHEDULE O DATE: 09/15/2017

17 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 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) S 'SB' LT15.50 CONCRETE COLLAR PER S.D.D P1 S1000 S % 15'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SB' LT15.50 H NLET W/ R V P2 S1001 S % 15'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'WP' RT13.50 H NLET W/ R VB; LP; UD; SEE SPEC. NOTE 1 P3 S1002 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'WP' LT13.50 H NLET W/ R VB; LP; UD; SEE SPEC. NOTE 1 P4 S1003 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SB' LT17.50 H NLET W/ R V P5 S1004 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SB' RT17.02 H NLET W/ R V P6 S1006 S % 18'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SL' LT13.13 CONCRETE COLLAR PER S.D.D P7 S1007 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SL' LT X3 SAS W/ R V P8 S1007 S % 18'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SL' RT15.50 H NLET W/ R V P9 S1009 S1009A % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SL' LT X3 SAS W/ R V P10 S1009 S % 18'' RCP CLASS (ASTM C 76) PER SPEC (A) S1009A 10'SL' RT15.50 H NLET W/ R V P11 S1011 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SL' RT36.50 H NLET FLAT PER S.D.D ; W/ R3362L; SEE SPEC. NOTES 2 & 3 P12 S1012 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SL' LT X3 SAS W/ R V P13 S1011 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SB' LT17.50 H NLET W/ R V P14 S1014 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SB' RT17.50 H NLET W/ R V P15 S1015 S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SL' RT15.50 H NLET W/ R VB; LP; UD; SEE SPEC. NOTE 1 P16 S1009A S % 12'' RCP CLASS (ASTM C 76) PER SPEC (A) S 'SB' LT17.50 H NLET W/ R V S 'SB' LT17.50 H NLET W/ R V 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) , LSTREGL@CTYOFMADSON.COM, FOR PRECAST APPROVALS, OR FAX SHOP DRAWNGS TO (608) NLETS LOCATED N TYPE "H" CURB SHALL BE NSTALLED PER S.D.D FLE NAME: M:\DESGN\PROJECTS\11656\STORM\DOCUMENTS\MSC\STORM SCHEDULE OVERALL.XLSX]STORM DATE: 09/01/2017

CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT

PUBLIC Ji'v/PROVEMENT PROJECT APPROVED Madison, Wisconsin CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT JANUARY 3, 20I7 BY THE COMMON COUNCIL OF MADISON,