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Trevor Stafford
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8 O.L. 3 NORTH 16' 16' 60' PLOT NAME: PLOT SCALE: EOP Sta = MATCH LINE STA Sta 'Rt TC/PC Sta 'Lt TC/PC 5' CONC SW 7" CONC BREEZY GRASS WAY 5' CONC SW TC/MC BW Sta 'Rt TC/PC BW TC/MC Sta 'Rt TC/PC 14' 14' R 20' R 20' RESTON HEIGHTS DRIVE EOP Sta = DEDICATED TO THE PUBLIC FOR STORMWATER MANAGEMENT O.L. 11 Sta 'Lt TC/LP MEADOWLANDS PH. 7 SHEET NO. PROJECT NO10288 P-2 PLAN AND PROFILE BREEZY GRASS WAY CITY OF MADISON REV. DATE: ORIGINATOR: CITY OF MADISON, STREETS DIVISION % 2.00% Grade Break Grade Break Grade Break FILE NAME: M:\DESIGN\STREETS\DGN\10288\Plan\RCp02009.dgn DATE: 2/17/2015

10 MEADOWLANDS PH. 7 PROJECT NO SHEET NO. P O.L. 11 PLAN AND PROFILE DEDICATED TO THE PUBLIC FOR STORMWATER MANAGEMENT 157 RESTON HEIGHTS DR. CITY OF MADISON MATCH EXISTING CURB & SIDEWALK Sta 'Lt TC/LP Sta 'Lt TC/END CURB ' CONC SW PLOT NAME: PLOT SCALE: JUNEBERRY DRIVE 137 REMOVE BARRICADES 135 RESTON HEIGHTS DRIVE 134 EOP Sta = MATCH EXISTING CURB & SIDEWALK 136 SAWCUT 5' CONC SW R 20' BREEZY GRASS WAY R 20' 60' 14' 16' 14' 16' ' CONC SW SEE SHEET P-2 BREEZY GRASS WAY FOR INTERSECTION DESIGN 182 ASPHALT TRANSITION TYPE III BARRICADES Sta 'Rt TC/END CURB EOP Sta = REV. DATE: % 0.57% -0.52% ORIGINATOR: CITY OF MADISON, STREETS DIVISION Grade Break Grade Break FILE NAME: M:\DESIGN\STREETS\DGN\10288\Plan\RCp01002.dgn DATE: 2/17/2015

18 SANITARY SCHEDULE ALIGNMENT CODES: "BG"= BREEZY GRASS WAY "FF"=FIELD FLOWER WAY MEADOWLANDS PH 7 PROJECT NO SHEET NO. U-6 SANITARY SEWER SCHEDULE CITY OF MADISON PROPOSED SANITARY STRUCTURES PROPOSED SANITARY PIPES SAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM SAS TO SAS EI # EI # PLAN LENGTH SLOPE SIZE PVC NOTES NO. (OFFSET) CASTING (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) (FT) (%) (DIA) TYPE PLOT SCALE: _ SAS#1 12'BG' CL EX SAS SAS# % 8" SDR-35 CONNECT TO EX 8" STUB SAS#2 15'BG' CL SAS#1 SAS# % 8" SDR-35 - SAS#3 11'FF' RT SAS#1 SAS# % 8" SDR-35 - REV. DATE: _ PLOT NAME: _ FILE NAME: M:\DESIGN\STREETS\DGN\10288\SANITARY\SANITARY SCHE DATE: 02/19/2015

19 STORM SEWER SCHEDULE ALIGNMENT CODES: MEADOWLANDS PH. 7 SHEET NO. 'LD' = LITTLEMORE DRIVE 'BG' = BREEZY GRASS WAY 'FF' = FIELD FLOWER WAY 'RH' = RESTON HEIGHTS DRIVE PROJECT NO STORM SEWER SCHEDULE U-7 CITY OF MADISON 'AN' = OUTLOT 3 NORTH ALLEY 'AS' = OUTLOT 3 SOUTH ALLEY 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 PIPES PLOT SCALE: _ PLOT NAME: _ REV. DATE: _ S-0 85'LD' LT "X76" HERCP AE W/ GATE P-0 S-0 S % 48"X76" HERCP - S-1 86'LD' LT X7 SAS FP; LP; W/ R VB; SEE NOTE (1) P-1 S-1 S-1B % 36" RCP NCM S-1A 87'LD' RT FIELD BEND INSTALL MARKER BALL P-1A S-1 S-1A % 48" RCP - S-1B 10'BG' LT FIELD BEND INSTALL MARKER BALL P-1B S-1B S % 36" RCP - S-2 10'BG' LT X4 SAS FP; LP; W/ R VB P-2 S-2 S % 36" RCP OR ADS HP-STORM - S-2A 10'BG' RT H INLET LP; W/ R VB P-2A S-2 S-2A % 12" RCP - S-3 11'BG' LT X4 SAS FP; W/ R P-3 S-3 S % 36" RCP OR ADS HP-STORM - S-3A 11'AS' RT-6.75 H INLET LP; W/ R-3362-L; PER SDD P-3A S-3 S-3A % 12" RCP - S-3B 11'AS' LT-6.75 H INLET LP; W/ R-3362-L; PER SDD P-3B S-3A S-3B % 12" RCP - S-4 12'BG' LT X4 SAS FP; W/ R P-4 S-4 S % 36" RCP OR ADS HP-STORM - S-4A 10'FF' RT H INLET W/ R P-4A S-4 S-4A % 15" RCP - S-4B 10'FF' LT H INLET LP; W/ R VB P-4B S-4A S-4B % 12" RCP - S-4C 10'FF' LT H INLET W/ R P-4C S-4B S-4C % 12" RCP - S-4D 12'BG' RT H INLET W/ R P-4D S-4B S-4D % 12" RCP - S-5 14'BG' LT X4 SAS FP; W/ R P-5 S-5 S % 36" RCP OR ADS HP-STORM - S-5A 11'AN' LT-6.75 H INLET LP; W/ R-3362-L; PER SDD P-5A S-5 S-5A % 12" RCP - S-5B 11'AN' RT-6.75 H INLET LP; W/ R-3362-L; PER SDD P-5B S-5A S-5B % 12" RCP - S-6 68'RH' LT X4 SAS FP; LP; W/ R VB P-6 S-6 S % 33" RCP - S-7 69'RH' LT OUTLET STRUCTURE SEE DETAIL DRAWING SHEET D-5 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. SPECIFIC NOTES - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. (1) PIPE WALL MUST BE POURED INTO ROOF. - 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 ELIA E. ACOSTA OF CITY ENGINEERING AT (608) FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608) FILE NAME: M:DESIGN\STREETS\DGN\10288\SANITARY\STORM SCHEDULE.XLS DATE: 02/20/2015

25 MEADOWLANDS PH. 7 PROJECT NO SHEET NO. W-6 CONSTRUCTION NOTES: WATER ESTIMATE OF MATERIALS CITY OF MADISON 1. CONSTRUCT NEW WATER MAIN 6.0' BELOW FINISHED GRADE, UNLESS OTHERWISE NOTED. INSULATE MAIN WITH POLYSTYRENE BOARD AT UTILITY CROSSINGS OR OTHER AREAS IDENTIFIED BY ENGINEER AS HAVING INADEQUATE COVER. 2. VERIFY SIZE OF EXISTING WATER SERVICES AND RECONNECT SERVICES AS INDICATED. 3. MINIMIZE DISTRUPTION OF SERVICE TO EXISTING CUSTOMERS. NOTIFY PER CONTRACT REQUIREMENTS OF ANY PLANNED WATER OUTAGE. WN1 REPLACE THE EXISTING LEAD SERVICE WITH A NEW COPPER SERVICE. WN2 EXTEND AND RECONNECT THE EXISTING COPPER SERVICE TO THE NEW WATER MAIN. WN3 EXISTING SERVICE TO BE ABANDONED WHEN THE WATER MAIN IS CUT OFF. WN4 DISCONNECT FROM THE OLD WATER MAIN AND RECONNECT THE EXISTING COPPER WATER SERVICE LATERAL TO THE NEW WATER MAIN. WN5 RELOCATE THE EXISTING FIRE HYDRANT. TO OBTAIN LOCATION OF PARTICIPANTS' UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN REQUIRED BEARING AREA PER STANDARD SPECIFICATION SECTION 703 REV. DATE: PLOT NAME: PLOT SCALE: 4. THE EXISTING UTILITIES SHOWN ON THIS PLAN REPRESENT THE BEST INFORMATION AVAILABLE TO THE WATER UTILITY AT THE TIME OF PLAN PREPARATION. CONTRACTOR IS RESPONSIBLE FOR HAVING EACH UTILITY LOCATED PRIOR TO COMMENCING WORK. MATERIALS SUPPLIED BY CONTRACTOR*: 40-FT - 6-IN PIPE 1,240-FT - 8-IN PIPE 1,410-FT - POLYWRAP 2-6-IN VALVE & BOX 4-8-IN VALVE & BOX 2-8-IN X 6-IN TEE 2-8-IN X 8-IN TEE 2-8-IN 22.5 BEND 22-8-IN 45 BEND WN6 ABANDON WATER VALVE ACCESS STRUCTURE. WN7 FURNISH AND INSTALL THE NEW TOP SECTION FOR THE WATER ACCESS STRUCTURE. WN8 ABANDON THE VALVE BOX. WN9 FURNISH THE DITCH, COMPACTION, AND ALL MATERIALS AND LABOR FOR THE INSTALLATION OF NEW SERVICE LATERAL. WN10 REMOVE AND SALVAGE EXISTING HYDRANT WN11 REPLACE THE EXISTING COPPER SERVICE WITH A COPPER SERVICE MIN. 24" OR AS REQUIRED BYDRAWINGS OR FIELD CONDITIONS. BURY LINE ON HYDRANT SHALL BE AT FINISHED GRADE OR WITHIN +3 INCHES. DO NOT DISH OUT OR BUILD UP GRADE AROUND HYDRANT TO MEET REQUIREMENT. GROUND CALL DIGGERS HOTLINE TOLL FREE 811 OR FAX-A-LOCATE TDD (FOR HEARING IMPAIRED) WIS. STATUTE (1974) REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. ONE CALL SY MEMBER STEMS INTER NATIONAL RoDon HIGH- VISIBILITY LOCATING DEVICE W/ A BOLT-ON FLAT STEEL MOUNTING BRACKET. STANDARD 5' LENGTH. FOR MORE DETAILS SEE RoDonCorp.com BENDS TEE REVISED 12/2013 UNDISTURBED SOIL PLUGGED CROSS POURED CONCRETE HYDRANT PLUGGED TEE CITY OF MADISON WATER UTILITY STANDARD CONCRETE BLOCK THRUST RESTRAINT STANDARD DETAIL DRAWING 7.03 (A) 3-8-IN X 6-IN REDUCER ORIGINATOR: CITY OF MADISON, STREETS DIVISION 5-5-IN HYDRANT FT - 2-IN STYROFOAM INSULATION SALVAGED MATERIALS*: 1-5-IN HYDRANT 1-8-IN X 6-IN TEE 1-8-IN MJ PLUG * ESTIMATES FOR INFORMATION ONLY. ENGINEER DOES NOT GUARANTEE ACCURACY OF MATERIAL TAKE-OFFS. 6" VALVE & BOX (IF INDICATED ON PLAN DRAWINGS) HYDRANT LEAD 6'-0" MIN. RESTRAIN ENTIRE LENGTH OF HYDRANT LEAD FROM THE TEE THROUGH THE VALVE TO THE HYDRANT AS SPECIFIED USING RESTRAINED JOINT FLANGES PER SPECIFICATION 702.6, SEE DRAWING JOINT REDTRAINTS, PER DRAWING SOLID CONCRETE MASONRY UNIT 4'X4' MIN SIZE, 6 MIL. POLY- ETHYLENE FILM OR GEOTEXTILE FABRIC. 1" WASHED STONE, 1 MIN. 2 C.Y. POURED CONCRETE OR SOLID CON- CRETE BLOCK TO UNDISTURBED SOIL. CITY OF MADISON WATER UTILITY TYPICAL HYDRANT INSTALLATION REVISED 12/2013 STANDARD DETAIL DRAWING 7.04 STYROFOAM SHEET 2" THICK X 4' WIDE X 8' LONG (TYPICAL) NOTES: 1) ALL STYROFOAM TO BE 2" HIGH DENSITY POLYSTYRENE BOARD REVISED 1/2009 4' 2' 6" MIN. COVER VARIES CITY OF MADISON WATER UTILITY TYPICAL STYROFOAM INSTALLATION STANDARD DETAIL DRAWING 7.05 FILE NAME: M:\DESIGN\STREETS\DGN\10288\Water\Materials.dgn DATE: Invalid expression

26 MEADOWLANDS PH. 7 PROJECT NO SHEET NO. W-7 LITTLEMORE DRIVE RESTON HEIGHTS DRIVE V CITY OF MADISON WATER IMPACT PLAN REV. DATE: PLOT NAME: PLOT SCALE: V CONNECT TO EX 8-IN WM -TURN VALVES: *V-22 -NOTIFY (IF DEVELOPED): *LITTLEMORE DRIVE ( ) JUNEBERRY DRIVE V CONNECT TO EX 8-IN VALVE -TURN VALVES: *V-2885 *V-2888 *V NOTIFY (IF DEVELOPED): *RESTON HEIGHTS DRIVE (7067) *JUNEBERRY DRIVE ( , , ) V BREEZY GRASS WAY A ORIGINATOR: CITY OF MADISON, STREETS DIVISION 7101 DISCLAIMER NOTE: THE WATER IMPACT PLAN IS PROVIDED FOR REFERENCE PURPOSES TO AIDE PLANNING CONNECTION POINT ISOLATION AND PREPARING NOTIFICATION LISTS DURING PLANNED OUTAGES. REQUEST ANY ALTERNATIVE CONNECTION METHODS IN WRITING, PER SPECS FILE NAME: DATE: 7109

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

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