CITY OF MADISON UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 PROJECT OVERVIEW SHEET NO. CAMPUS DRIVE LAUNCHING PIT EXISTING 96" STORM

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2 ORIGINATOR: CITY OF MADISON, STREETS DIVISION 22 UNIVERSITY AVE CASA BLANCA APARTMENTS 25 UNIVERSITY AVE 25 UNIVERSITY APARTMENTS REV. DATE: RECEIVING PIT WALNUT STREET EXISTING 96" STORM Conc Conc Wal Pavement Conc Walk CAMPUS DRIVE asphalt asphalt Tel Conc Wall conc WALNUT STREET PLOT NAME: PLOT SCALE: Elec Elec Wood Fence RECEIVING PIT RAILROAD concrete walk concrete walk HIGHLAND AVENUE 2424 UNIVERSITY AVE INNTOWNER HOTEL 20 UNIVERSITY AVE LOMBARDINO'S RESTAURANT 28 UNIVERSITY AVE UNIVERSITY HEIGHTS APARTMENTS HIGHLAND AVENUE RECONSTRUCTION LIMITS Conc Wal Stone Wal Stone Wal Conc Wal CONTROL POINT: N: E: Z: CONTROL POINT: N: E: Z: CONTROL POINT: N: E: Z: 872. FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\Utilities\Overview.dgn DATE: 1//13 BRIDGE CLEARANCE: 14' 9" concrete walk PROPOSED 96" STORM CAMPUS DRIVE CONCRETE BRIDGE OVER concrete walk concrete walk BORING #3 BORING #4 CONTROL POINT: N: E: Z: 8.4 BORING #5 Conc Wal Guard Rail CONTROL POINT: N: E: Z: BORING #2 CONTROL POINT: N: E: Z: WALNUT STREET 2216 UNIVERSITY AVE PDQ & SUBWAY WALNUT STREET 28 UNIVERSITY AVE DON THE CAR CARE MAN 22 UNIVERSITY AVE OCTOPUS CAR WASH RESURFACING LIMITS Conc Walk LAUNCHING PIT Bridge Abutment Pavement PROPOSED 96" STORM Pavement Edge of Pavement Pavement CONCRETE BRIDGE OVER Pavement EXISTING 96" STORM CAMPUS DRIVE SHEET NO. 1 PROJECT OVERVIEW CITY OF MADISON SCALE: : BRIDGE CLEARANCE: 14' 9" BRIDGE CLEARANCE: 14' 3" UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 BORING #1 CONTROL POINT: N: E: Z: 877. CONTROL POINT: N: E: Z:

3 ORIGINATOR: CITY OF MADISON, STREETS DIVISION 25 UNIVERSITY AVE 25 UNIVERSITY APARTMENTS REV. DATE: RECEIVING PIT EXISTING 96" STORM Conc Conc Walk asphalt asphalt Tel Conc Wall conc WALNUT STREET Pavement PLOT NAME: Elec Elec PERMANENT EASEMENT Wood Fence RECEIVING PIT PLOT SCALE: RAILROAD concrete walk concrete walk HIGHLAND AVENUE 2424 UNIVERSITY AVE INNTOWNER HOTEL 20 UNIVERSITY AVE LOMBARDINO'S RESTAURANT 28 UNIVERSITY AVE UNIVERSITY HEIGHTS APARTMENTS 22 UNIVERSITY AVE CASA BLANCA APARTMENTS 2216 UNIVERSITY AVE PDQ & SUBWAY Conc Wal WALNUT STREET 28 UNIVERSITY AVE DON THE CAR CARE MAN 22 UNIVERSITY AVE OCTOPUS CAR WASH Stone Wal Stone Wal Conc Wal LAY-DOWN AREA LAY-DOWN AREA Conc Wal Conc Walk LAUNCHING PIT concrete walk PROPOSED 96" STORM Conc Wal CAMPUS DRIVE CONCRETE BRIDGE OVER BRIDGE CLEARANCE: 14' 9" TEMPORARY EASEMENT NOTE: PERMANENT EASEMENT TEMPORARY EASEMENT THIS NARROW STRIP OF EASEMENT SHALL BE USED ONLY FOR OCCASSIONAL ACCESS TO THE PIT BY PASSENGER VEHICLES. THE CONTRACTOR SHALL COORDINATE USE OF THIS ACCESS WITH PROPERTY OWNERS OR ON-SITE MANAGEMENT. Guard Rail Bridge Abutment Pavement Pavement Pavement CAMPUS DRIVE PROPOSED 96" STORM concrete walk concrete walk WALNUT STREET Pavement Edge of Pavement CONCRETE BRIDGE OVER LAY-DOWN AREA BRIDGE CLEARANCE: 14' 9" EXISTING 96" STORM CAMPUS DRIVE BRIDGE CLEARANCE: 14' 3" UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO EASEMENTS AND LAY-DOWN AREAS CITY OF MADISON FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\Utilities\Overview.dgn 1//13 DATE: SCALE: :

6 ORIGINATOR: CITY OF MADISON, STREETS DIVISION REV. DATE: 15" Concrete Sidewalk Curb PLOT NAME: PLOT SCALE: P-2 Elec Elec Conc Concrete Walk Concrete Walk conc Curb Elec concrete walk concrete walk EXISTING SANITARY8"VP conc CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVE AT ALL TIMES S-16 S-14 P-14 ULO 5 Bus Stop ULO 6 S-15 TRAFFIC ELEC. TRAFFIC ELEC. S-3 TH41 TH TH39 TH38 TH37 TH36 Elec UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. U-1 UTILITY PLAN AND PROFILE HIGHLAND AVENUE CITY OF MADISON Paved PArking Area S S-15 S S P ' - 12" 1.5% 865 EXISTING 96" STORM P FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RCP003.DGN DATE: 1//13 EX. " STORM SEWER EX. " STORM SEWER Stone Wall FRANCORP, INC % FIORE COMPANIES 2424 UNIVERSITY AVE 12" Paved Parking Trans Edge of Pavement 2+00 Concrete Sidewalk EE asphalt TV Tel EX. STORM "RCP EX. STORM "RCP EXISTING WATER 8" CI EX. WATER 8" CI EXISTING WATER 8"DI HIGHLAND AVENUE GAS SERVICE TO BE MOVED BY OTHERS EX. STORM "RCP Conc ABANDONED SANITARY12"VP EX. STORM 12"RCP ABANDONED SANITARY12"VP 8" DI EX. PRVT STORM Paved Drive inv Conc Sidewalk Sidewalk asphalt CASTRO COOKS LLC 20 UNIVERSITY AVE HUM-WEST WILSON LIMITED PARTNERSHIP 25 UNIVERSITY AVE BOP Sta = ELECTRICAL CONDUIT TO BE MOVED BY OTHERS

7 ORIGINATOR: CITY OF MADISON, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: 18" 24" 15" 6" 6" Conc Wall Conc Walk Chain Link Fence SAN EX. STORM 12"RCP WALNUT STREET Guard Rail ST Conc Wall UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. U-2 WALNUT STREET UTILITY PLAN AND PROFILE CITY OF MADISON ' 229.' RS S FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RCP002.DGN DATE: 1//13 EX. 12" RCP STM S-11 P-11 43' - 12" 8.14% S-14 P-13 S-2 P-2 115' - 18" 1.75% P- RP-1 RS-1 S- Gas Station Conc Conc Bituminous P SAN Pavement Concrete Walk Conc Conc Walk Conc Walk Conc Walk Pavement Bridge Block Wall Concrete Walk CASA BLANCA LLC % GOLDLEAF DEV, I SNOW 22 UNIVERSITY AVE Conc Drive UNIVERSITY E & K LLC 2216 UNIVERSITY AVE SN UNIVERSITY AVENUE Conc Wall CONCRETE BRIDGE OVER WALNUT STREET SAWCUT SAWCUT Sidewalk Conc Wall SN SN SN HYDRANT TO BE RELOCATED BYCONTRACTOR TREE TO BE REMOVED BYCONTRACTOR (IF NECESSARY) HYDRANT AND WATER SERVICE TO BE MOVED BY CONTRACTOR EXISTING STORM 12"PVC CONTRACTOR SHALL GAS SERVICE TO BE MOVED BY OTHERS EXISTING WATER 4" CI 3" CABLE DUCT - TO BE MOVED BYOTHERS 4" CI PI Sta = DUCT PACKAGE 12" PVC TO BE MOVED OR PROTECTED BYCONTRACTOR 12" STEEL - 0 PSI TO BE MOVED BY OTHERS S-2 P-11 S-13 EX. STORM 15"RCP S-12 S-11 P- P-12 S- Asphalt Drive REMOVE & REPLACE SIDEWALK MAINTIAN ACCESS MAINTIAN ACCESS TO DRIVE AT ALLTIMES 4"CI CONTRACTOR SHALL TO DRIVE AT ALLTIMES P-2 ULO 2 RP-11 RS-11 ULO 3 RS-12 ULO 4 TO BE PROTECTED BY CONTRACTOR RP- Concrete Walk ULO 1 RS- Conc Wall Conc Wall concrete walk concrete walk Elec 15 Stairs

8 ORIGINATOR: CITY OF MADISON, STREETS DIVISION REV. DATE: 15" 15" PLOT NAME: PLOT SCALE: 15" 6" 18" Curb 18" Elec TRAFFIC ELEC. TRAFFIC ELEC. Curb Curb Elec Elec UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. U-3 PLAN AND PROFILE CITY OF MADISON 8 8 HIGHLAND AVE 875 S FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RCP001.DGN DATE: 1//13 Concrete Sidewalk Hotel Conc Wall Conc Sidewalk CONTRACTOR SHALLMAINTAIN ACCESS TO DRIVE AT ALLTIMES HIGHLAND AVENUE BOP Sta = Sidewalk Sign Conc Base Conc Wall EE MATCH LINE STA Conc 96" STORM SEWER Stone Wall Stone Wall Stone Wall ESTIMATED LOCATION 4" GAS MAIN EXISTING STORM " RCP ESTIMATED LOCATION 8" WATER MAIN EXISTING 96" STORM RCP P-2 05' - 96" STORM SEWER 0.0% EX. STORM 12"RCP TH38 EX. PRVT STORM EX. STORM "RCP EX. WATER 8"CI Elec Tel TH37 ABANDONED SANITARY 12"VP GAS SERVICE TO BE MOVED BYOTHERS S-3 P-2 05' - 96"STORM SEWER 0.00% ELECTRICAL CONDUIT TO BE MOVED BYOTHERS BORING#3 APPROXIMATE OUTER LIMITS OF PIPE BORING#4 TH36 TV Tel Elec Trans MAXIMUM OUTER DIMENSION: 25' HIGHLAND AVE RECEIVING PIT EX. STORM "RCP conc Concrete Walk Concrete Walk conc CAMPUS DRIVE

9 ORIGINATOR: CITY OF MADISON, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: 18" 18" UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. U-4 PLAN AND PROFILE CITY OF MADISON P-2 05' - 96" STORM SEWER 0.0% FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RCP001.DGN DATE: 1//13 Conc Wall Landscape Stones MATCH LINE STA MATCH LINE STA 6+00 Conc Wall Garbage Structure Conc Wall Conc Wall Conc Wall 96" STORM SEWER 18" EXISTING RETAINING WALL FOOTER (BOTTOM) APPROXIMATELY EX. 12" STORM EX. 12" STORM Elec Trans Block Wall Stairs Conc Wall Conc Walk CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVE AT ALL TIMES EXTENT OF RETAINING WALLFOOTER BORING#5 Asphalt Drive APPROXIMATE OUTER LIMITS OF PIPE P-2 05' - 96"STORM SEWER 0.00% CONCRETE RETAINING WALL BOTTOM OF FOOTER APPROIMATELY857.7 BORING#2 Guard Rail Pavement CAMPUS DRIVE

11 ALIGNMENT CODES: * REV. 2/14/13 SCS UNIVERSITY RELIEF STORM SEWER SHEET NO. 'WS' = WALNUT STREET PROJECT NO. 53W1399 U-6 STORM SEWER SCHEDULE 'HA' = HIGHLAND AVENUE STORM SEWER SCHEDULE CITY OF MADISON STRUCTURES STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO LGTH DISCH. INLET SLOPE PIPE TYPE NOTES NO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) (FT) E.I. E.I. (%) SIZE * S LT-4.58 STORM TAP BID ITEM P-1 S-1 S % 96" SEE SECTION 5.4 S CL 12'X16.5' STRUCTURE FP, BID ITEM P-2 S-2 S % 96" SEE SECTION 5.4 S CL 12'X14' STRUCTURE FP, BID ITEM PIPES PLOT SCALE: _ S- 33'WS' LT-.09 H INLET FP, W/R V P- S- S % 18" RCP S-11 32'WS' LT-.32 H INLET FP, W/R V P-11 S-11 S % 12" RCP NCM S-12 32'WS' LT-29. FIELD BEND P-12 S-2 S % 12" RCP NCM S-13 32'WS' RT-.14 H INLET W/R V S-14 42'HA' RT-18. 3X3 SAS W/R S-15 42'HA' RT H INLET W/R V P-14 S-15 S % 12" RCP S-16 41'HA' RT-.42 3X3 SAS W/R PLOT NAME: _ STRUCTURE REMOVALS PIPE REMOVALS STRUC. STATION LOCATION TYPE DEPTH PIPE FROM TO LGTH PAID RS- 33'WS' LT-.09 INLET 3.68 RP- RS- S NO RS-11 32'WS' LT-.31 3X3 SAS 7.32 RP-11 RS-11 RS YES RS-12 32'WS' LT-.14 INLET 5.73 REV. DATE: _ UTILITY LINE OPENINGS (ULOs) NAME STATION LOCATION TYPE ULO 1 33'WS' LT GAS ULO 2 32'WS' LT GAS ULO 3 32'WS' LT AT&T DUCT PACKAGE ULO 4 32'WS'+79. RT ELEC & TELECOM ULO 5 42'HA' RT GAS ULO 6 42'HA' RT GAS & ELECTRIC ULO CL WATER ORIGINATOR: CITY OF MADISON STREETS DIVISION STANDARD NOTES: - ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP = HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. - TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's. - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. - ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT SALLY SWENSON OF CITY ENGINEERING AT (8) FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (8) FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\STORM SCHEDULE.XLS]SCHEDUL DATE: 02/14/13

12 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. U-7 HIGHLAND STRUCTURE: CROSS SECTION HIGHLAND AVENUE STRUCTURE CITY OF MADISON SAS CASTING R CASTING ELEVATION: ' I.D. PRECAST ACCESS CONE AND RISER #6, 6" O.C. 1.5' 12' 1.5' PLOT NAME: PLOT SCALE: EXISTING 96" RCP STORM SEWER WATERTIGHT GROUT CONNECTIONS AT STRUCTURE 2' MIN. I.E ' #6, 12" O.C. #5, 12" O.C. TYP. ALL WALLS KEYWAY AND DOWLES REQUIRED AT ALL CONSTRUCTION JOINTS PROPOSED 96" STORM SEWER NOTES: 1) THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND STRUCTURES WITHIN THE WORK AREA. 2) THE CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS IN WALLS AND SLABS PER DETAIL ON SHEET U-7, AND ADDITIONAL REINFORCEMENT AROUND PIPE PENETRATIONS IN WALLS. 3) REINFORCING SHALL BE BENT AND DETAILED AS SHOWN IN THE PLAN SET. THE CONTRACTOR SHALL PROVIDE THE MINIMUM LAPS AS FOLLOWS: WALL HORIZONTAL, #5 BAR: 1'9" WALL VERTICAL, #5 BAR: 2'-2" BEAM VERTICAL, #5 BAR: 1'9" 4) ALL CONSTRUCTION JOINTS SHALL INCLUDE A SURFACED, BEVELED 1 " X 5 " KEYWAY ANDƒ" X 1" BENTONITE WATERSTOP CENTERED IN THE JOINT. 5) THE CONTRACTOR SHALL COORDINATE THE RISER SECTION OPENING IN THE STRUCTURE ROOF WITH THE RISER MANUFACTURER. THIS CONNECTION SHALL BE WATERTIGHT. #5, 12" O.C. I.E STRUCTURE FOUNDATION TO BE 12" CRUSHED STONE OVER FILTER FABRIC #6, 12" O.C. CONCRETE FILL HIGHLAND STRUCTURE: PLAN VIEW REV. DATE: 4' I.D. PRECAST RISER AND CONE 1.5' 12' 1.5' 2' MIN. 2' MIN. REINFORCEMENT AT CONCRETE OPENINGS (GENERAL) CONTRACTOR MAY VARY DIMENSION AS NECESSARY BASED ON SITE CONDITIONS AND ACTUAL PIPE SIZE. ORIGINATOR: CITY OF MADISON, STREETS DIVISION REINF "A" CLASS B LAP REINF "B" REINF "A" 2" C.L. CLASS B LAP CLASS B LAP REINF "B" REINFORCEMENT NOTES: 1) MOVE REINFORCEMENT A MAXIMUM OF 2" TO CLEAR OPENING, CUT REMAINING BARS THROUGH OPENING. WHERE REINFORCEMENT MUST BE CUT, ADD AN EQUAL AREA OF REINFORCEMENT "A" (MIN) WITH A MINIMUM CLASS B LAP BEYOND OPENING. 2) DIAGONAL BARS "B" SHALL BE PLACED AT EACH FACE OF WALL WHERE 2 LAYERS OF REINFORCEMENT ARE PROVIDED AND AT TOP AND BOTTOM OF ALL SLABS. 3) SIZE OF REINFORCEMENT BARS SHALL BE THE SIZE OF THE LARGEST CUT BAR. 2' MIN. #5, 12" O.C. TYP. ALL WALLS 4.85 ANGLE MAY VARY WITH INSTALLATION 2' MIN. NOT TO SCALE FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\Utilities\Structure Details.dgn DATE: 1//13 SCALE: :

13 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. U-8 WALNUT STREET STRUCTURE WALNUT STRUCTURE: CROSS SECTION CITY OF MADISON SAS CASTING R CASTING ELEVATION: ' I.D. PRECAST ACCESS CONE AND RISER #6, 6" O.C. PLOT NAME: PLOT SCALE: 1.5' 2' MIN. PROPOSED 96" STORM SEWER I.E #6, 6" O.C. 12' #5, 12" O.C. TYP. ALL WALLS #5, 12" O.C. 1.5' PROPOSED 96" STORM SEWER I.E KEYWAY AND DOWLES REQUIRED AT ALL CONSTRUCTION JOINTS WATERTIGHT GROUT CONNECTIONS AT STRUCTURE STRUCTURE FOUNDATION TO BE 12" CRUSHED STONE OVER FILTER FABRIC #6, 12" O.C. CONCRETE FILL WALNUT STRUCTURE: PLAN VIEW REV. DATE: 4' I.D. PRECAST RISER AND CONE 1.5' 12' 1.5' 2' MIN. 2' MIN. NOTES: 1) THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND STRUCTURES WITHIN THE WORK AREA. 2) THE CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS IN WALLS AND SLABS PER DETAIL ON SHEET U-7, AND ADDITIONAL REINFORCEMENT AROUND PIPE PENETRATIONS IN WALLS. CONTRACTOR MAY VARY DIMENSION AS NECESSARY BASED ON SITE CONDITIONS AND ACTUAL PIPE SIZE ORIGINATOR: CITY OF MADISON, STREETS DIVISION 3) REINFORCING SHALL BE BENT AND DETAILED AS SHOWN IN THE PLAN SET. THE CONTRACTOR SHALL PROVIDE THE MINIMUM LAPS AS FOLLOWS: WALL HORIZONTAL, #5 BAR: 1'9" WALL VERTICAL, #5 BAR: 2'-2" BEAM VERTICAL, #5 BAR: 1'9" 4) ALL CONSTRUCTION JOINTS SHALL INCLUDE A SURFACED, BEVELED 1 " X 5 " KEYWAY ANDƒ" X 1" BENTONITE WATERSTOP CENTERED IN THE JOINT. 5) THE CONTRACTOR SHALL COORDINATE THE RISER SECTION OPENING IN THE STRUCTURE ROOF WITH THE RISER MANUFACTURER. THIS CONNECTION SHALL BE WATERTIGHT. 2' MIN. #5, 12" O.C. TYP. ALL WALLS ANGLE MAY VARY WITH INSTALLATION.13 2' MIN. NOT TO SCALE FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\Utilities\Structure Details.dgn DATE: 1//13 SCALE: :

14 ORIGINATOR: CITY OF MADISON, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: CAMPUS DRIVE RESURFACING DETAILS CAMPUS DRIVE: ORIGINAL CROSS SECTION C L " BITUMINOUS UPPER LAYER, 12.5mm TYPE E-3 3 " BITUMINOUS LOWER LAYER, 19mm, TYPE E-3 RUBBLIZED CONCRETE PAVEMENT TYPE 'A' CONCRETE CURB AND GUTTER TYPE 'H' CONCRETE CURB AND GUTTER 5" CONCRETE SIDEWALK FILL 4" TOPSOIL & SEED STEEL PLATE BEAM GUARD, CLASS 'A' (LOCATIONS INDICATED ON PLAN) 6" GRAD. NO. 2 CRUSHED AGGREGATE SHOULDER TYPICAL FINISHED SECTION CAMPUS DRIVE Sta TO Sta NOT TO SCALE FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\Utilities\Structure Details.dgn DATE: 1//13 SCALE: : :1 TYP VARIES 1% TYP VARIES 1% TYP 4' 35' 35' ' 3 2' 6 2' ' MILL AND OVERLAY (2" ) FULL LANE WIDTH IF ANY PORTION OF LANE HAS BEEN DISTURBED. MILL AND OVERLAY A MINIMUM OF 25 FEET BEYOND THE LIMITS OF EXCAVATION. ORIGINAL CROSS SECTION PROVISION AND INSTALLATION OF BASE MATERIAL SHALL BE INCIDENTAL TO BID ITEM ASPHALT SHALL BE PAID PER BID ITEM 3. SHOULDER 25' (TYP.) RESTORE ASPHALT OF PIT PER DRIVE LANE REMOVE AND REPLACE GUARD RAIL IN KIND SHALL BE CONSIDERED INCIDENTAL TO BID ITEM DRIVE LANE MEDIAN CAMPUS DRIVE CAMPUS DRIVE RECEIVING PIT MAXIMUM OUTER DIMENSION: 25' CONTRACTOR SHALL ACCESS PIT FROM CAMPUS DRIVE 4:1 TYP UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. U-9 CAMPUS DRIVE RESURFACING CITY OF MADISON 8

34 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-1 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: STA = REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA = STA =2+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

35 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-2 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =2+ STA =3+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

36 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-3 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =3+ STA =4+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

37 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-4 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =4+ STA =5+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

38 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-5 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =5+ STA =6+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

39 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-6 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =6+ STA =7+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

40 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-7 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =7+ STA =8+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

41 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-8 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: BOTTOM OF 855 RETAINING WALL: BOTTOM OF 855 RETAINING WALL: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =8+ STA =9+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

42 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-9 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: BOTTOM OF 855 BOTTOM OF RETAINING WALL: RETAINING WALL: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =9+ STA =+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC DGN DATE: 1//13

43 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X- CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: STA = STA = REV. DATE: BOTTOM OF 855 RETAINING WALL: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =+ STA =11+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0001.DGN DATE: 1//13

44 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-11 CROSS SECTIONS 96" STORM SEWER CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =12+00 STA =12+ FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0101.DGN DATE: 1//13

45 UNIVERSITY RELIEF STORM SEWER PROJECT NO. 53W1399 SHEET NO. X-12 CROSS SECTIONS 96-INCH STORM CITY OF MADISON PLOT NAME: PLOT SCALE: REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION STA =13+00 STA =13+ FILE NAME: M:\DESIGN\SEWER\DGN\53W1399\UTILITIES\RC0101.DGN DATE: 1//13

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17 S&L Gravel, Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $6,425.00 $6,425.00 $6,425.00 $10,000.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 25.00 $25.00 $625.00