CP #CP218 NAIL SOFT GROUND N= E= ELEV= GUY WIRE. + WV CP #CP175 Old Magnail N= E= ELEV=858.

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2 O R IG IN A T O R : C IT Y OF M A D IS O N, S T R E E T S DIV IS IO N DELAWARE LN EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES UNTIL FINAL ACCEPTANCE BY THE THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE WDNR SOC STANDARDS AND STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE STREET CLEANING AS NEEDED ON A DAILY BASIS TO KEEP TRACKING TO A MINIMUM POLYMER SHALL BE APPLIED IN ADVANCE AS DIRECTED BY FIELD ENGINEER PROVISION OF AN EROSION CONTROL IMPLEMENTATION PLAN BY THE CONTRACTOR AT THE PRE-CON IS REQUIRED. WDOT TYPE "C" INLET PROTECTION WDOT TYPE "D" INLET PROTECTION WDOT TYPE "D" MODIFIED INLET PROTECTION SILT FENCE S.D.D CLEAR STONE BERM CONTROL POINT POND A 3 3 POND B 3 3 R E V. D A T E : P L O T NAM E : P L O T SCALE: CHEROKEE STORMWATER MANAGEMENT PONDS PONDS A AND B WHEELER RD #200 MAGNAIL ASPH N= E= ELEV= WHEELER RD? EC-1 EROSION CONTROL PLAN AND CONTROL POINTS 809 #204 CHSL X CNC FDN MMSD BLDG E WALL N= E= ELEV= STREET CONSTRUCTION ENTERANCE BERM PER 817 #201 Nail in gravel OLD ELEV= N= E= ELEV= ALL DISTURBED AREAS SHALL BE MATTED WITH EROSION MATTING CLASS 1 URBAN TYPE A PER THE STANDARD SPECIFICATIONS. ALL DISTURBED AREAS SHALL BE SEEDED AND MATTED. POND SIDESLOPES FROM WATER SURFACE ELEVATION TO TOP OF BANK SHALL BE SEEDED WITH DETENTION BASIN MIX BID ITEM UPLAND AREAS, ACCESS ROADS, AND ACCESS ROAD SIDE SLOPES SHALL BE SEEDED WITH MIX PRAIRIE BID ITEM #228 CHSL X CNC PAD N= E= ELEV= #011 MAGNAIL N= E= ELEV= # BRS CAP 0.2FT BLW ASPH APRX CTR N= E= ELEV= #WHE2 Gin spike in asph N= E= ELEV= #013 HYD TOP NUT N= E= ELEV= #TEMP03233 NAIL SOFT GROUND N= E= ELEV= FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan Sheets\working_ec_plan.dgn DATE: 7/3/2012 #TEMP03222 MARKER TOP SOFT GROUND N= E= ELEV= #009 HYD TOP NUT #012 N= CHSL X E= WHE3 N= ELEV= E= ELEV= #017 MAGNAIL E COR HEAD N= E= ELEV= WHEELER RD + WV #175 Old Magnail N= E= ELEV= #014 HYD TOP NUT N= E= ELEV= LP #218 NAIL SOFT GROUND N= E= ELEV= WV #008 HYD TOP NUT N= E= ELEV= GUY WIRE + UP #006 NAIL N= E= ELEV= #227 Old Magnail N= E= ELEV= #007 MAGNAIL N= E= ELEV= #004 HYD TOP NUT N= E= ELEV= #002 NAIL N= E= ELEV= #003 MAGNAIL N= E= ELEV= WHEELER RD 1201 #DEL3 CHSL X TOP CURB N= E= ELEV= #226 Old Magnail N= E= ELEV= #005 HYD TOP NUT N= E= ELEV= #213 Chisel X north manhole rim N= E= ELEV= #215 N= E= ELEV= Lot 2 Lot Lot Lot Lot Lot #208 CHSL X SW COR ELEC BOX PAD N= E= ELEV= #096 Birrenkott cap N= E= ELEV= Lot 9 Lot st Addition to Cherokee Park Lot Lot #206 NAIL N= E= ELEV= # BRS CAP IN MON BOX N= E= ELEV= #207 MAGNAIL CTR HEAD N= E= ELEV=

3 CHEROKEE MARSH STORMWATER MANAGEMENT PONDS D-1 BARRIER DETAIL DETAIL TYPICAL SECTION WITH SHORELINE BARRIER - TYPE 1 4" TOPSOIL (ITEM 20221) 4" POND A EMBANKMENT SLOPE (3:1 TYPICAL) ELEV SAFETY BENCH VARIES (15:1 TYPICAL) ELEV " TOPSOIL (ITEM 20221) 4" POND B EMBANKMENT SLOPE (3:1 TYPICAL) ELEV SAFETY BENCH VARIES (15:1 TYPICAL) ELEV ROLLS OF GALVANIZED HARD WIRE CLOTH PER BID ITEM ROLLS OF GALVANIZED HARD WIRE CLOTH PER BID ITEM NOT TO SCALE ELEV NOT TO SCALE ELEV ORIGINATOR:, STREETS DIVISION FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan Sheets\D1 Barrier Detail.dgn DATE: 7/3/2012

4 GENERAL NOTES: PATH SHALL BE SEEDED WITH MIXED PRAIRIE SEED (ITEM #20706) IMPROVE ACCESS ROAD CHEROKEE MARSH STORMWATER MANAGEMENT PONDS D-2 ACCESS PATH DETAIL DETAILS 4% MAX 12 4% MAX CUT/FILL PAID UNDER BID ITEM 20101/20202 SLOPE AS REQUIRED 1:1 MAX WHERE APPLICABLE, MATCH EXISTING APPROVED GROUND ELEVATION INSTEAD OF DITCHING. GENERAL NOTES: PATH SHALL BE SEEDED WITH MIXED SEWER ACCESS ROAD GRADING ONLY PRAIRIE SEED (ITEM #20706) MATTING, SEED, ANDTOPSOIL TOPSOIL SHALL BE PAID FOR UNDER ITEM GRADE AS REQUIRED ORIGINATOR:, STREETS DIVISION 2% 12 FILL 2% WITHIN LIMITS, MATCH EXISTING APPROVED GROUND ELEVATION FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan Sheets\D2 Path Detail.dgn DATE: 7/3/2012

5 802 ORIGINATOR:, STREETS DIVISION ORIGINATOR:, STREETS DIVISION DELAWARE LN ORIGINATOR:, STREETS DIVISION ORIGINATOR:, STREETS DIVISION? ORIGINATOR:, STREETS DIVISION ORIGINATOR:, STREETS DIVISION ORIGINATOR:, STREETS DIVISION PI Sta = BOP Sta = EOP Sta = WHEELER RD WHEELER RD BOP Sta = PI Sta = EOP Sta = ORIGINATOR:, STREETS DIVISION FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: P-1 P-2 7/3/2012 SCALE: : P-3 CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 POND A PLAN P-1 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/2012 P-4 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/2012 P-5 SCALE: : SCALE: : CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 POND A PLAN AND PROFILE CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 POND A PLAN AND PROFILE P-2 P-4 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/ PROJECT NO. 53W1101 CHEROKEE STORMWATER PONDS FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/2012 SCALE: : POND A PLAN AND PROFILE P WHEELER RD BOP Sta = Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Lot st Addition to Cherokee Park EOP Sta = WHEELER RD MENOMONIE LN P-7 P-8 P-6 COMANCHE WAY PLAN SHEET INDEX SCALE: : CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 D-3 OVERVIEW ORIGINATOR:, STREETS DIVISION FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/2012 SCALE: : CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 POND B CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 POND B P-6 P-7 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/2012 SCALE: : FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/2012 PROJECT NO. 53W1101 CHEROKEE STORMWATER PONDS SCALE: : POND B PLAN P-8 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgn DATE: 7/3/2012 SCALE: : CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 POND A PLAN AND PROFILE P-3 + WV + LP + WV + GUY WIRE + UP PLAN PLAN

14 STRUCTURES ALIGNMENT CODES: "PA"= POND A "PB"= POND B "WA"= PATH A PIPES CHEROKEE STORMWATER PONDS PROJECT NO. 53W1101 STORM SEWER SCHEDULE P-9 STORM SEWER SCHEDULE 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 PLOT SCALE: _ PLOT NAME: _ P-2 S-1 S % 48" STM PIPE TWIN PIPES S-1 13'B' LT " STM AE TWO ENDWALLS P-3 S-2 S % 18'' R NCM S-2 25'B' LT 'X5' SAS FP; (1) P-4 S-3 S % 12'' R NCM S-3 25'B' RT H INLET W/R S-4 25'B' RT H INLET W/R P-11 S-11 S % 36" STM PIPE P-12 S-12 S % 36" STM PIPE S-8 4'B' RT " R AE END OF APRON STATIONED; W/GATE P-13 S-13 S % 36" STM PIPE S-9 4'B' RT-0 36" R AE END OF APRON STATIONED; W/GATE S-10 4'B' LT " R AE END OF APRON STATIONED; W/GATE P-14 S-14 S % 36" STM PIPE S-11 2'B' LT " STM 45DEG BEND PLACE MARKER BALL P-15 S-15 S % 36" STM PIPE S-12 2'B' RT-0 36" STM 45DEG BEND PLACE MARKER BALL P-16 S-16 S % 36" STM PIPE S-13 2'B' RT " STM 45DEG BEND PLACE MARKER BALL S-14 2'B' LT " R AE END OF APRON STATIONED; W/GATE P-25 S-25 S % 36'' STM PIPE S-15 2'B' LT " R AE END OF APRON STATIONED; W/GATE P-26 S-26 S % 36'' STM PIPE S-16 2'B' LT " R AE END OF APRON STATIONED; W/GATE P-50 S-50 S % 36'' STM PIPE S-25 39'B' RT " R AE END OF APRON STATIONED; W/GATE P-51 S-51 S % 36'' STM PIPE S-26 31'B' LT X5 SAS FP; (1) S-27 9'B' LT " R AE END OF APRON STATIONED; W/GATE _ S-50 62'B' RT-0 36" R AE END OF APRON STATIONED; W/GATE S-51 56'U' LT X5 SAS FP; (1) S-52 56'U' LT " R AE END OF APRON STATIONED; W/GATE ORIGINATOR: STREETS DIVISION STANDARD NOTES: - ABBREVIATIONS: AE = APRON ENDWALL; R = REINFORCED CONCRETE PIPE; HER = 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) STRUCTURE DEPTH REQUIRES PIPE WALLS MUST BE POURED INTO STRUCTURE 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 COREY STELLJES OF CITY ENGINEERING AT (608) FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608) FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\PLAN\STORM SCHEDULE CHEROKEE.XLS DATE: 07/03/2012

15 C L CHEROKEE STORMWATER MANAGEMENT PONDS X-1 TYPICAL SECTION OUTLET PIPES ORIGINATOR:, STREETS DIVISION MOUND DIRT OVER PIPES MIN 1.0 COVER :1 SIDE SLOPES P P-13 P STA =3+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\PLAN\RC DGN DATE: 7/3/2012

16 C L CHEROKEE STORMWATER MANAGEMENT PONDS X-2 TYPICAL SECTION POND A OUTLET ORIGINATOR:, STREETS DIVISION OUTLET CHANNEL SIDE SLOPES= 3:1 866 SEE ABOVE PERMANENT WATER SURFACE 864 ELEVATION WITH DETENTION SEED MIX 864 PER STANDARD SPECIFICATIONS OUTLET CHANNEL : : EX GROUND STA =6+00 PROP CL ELEV= FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\rc dgn DATE: 7/3/2012

17 C L CHEROKEE STORMWATER MANAGEMENT PONDS X-3 TYPICAL SECTION POND A OUTLET CHANNEL SIDE SLOPES= 3:1 868 SEED ABOVE PERMANENT WATER SURFACE 868 ELEVATION WITH DETENTION SEED MIX PER STANDARD SPECIFICATIONS ORIGINATOR:, STREETS DIVISION EX GROUND 3: :1 SHORELINE BARRIER VARIES 3:1 848 POND BOTTOM 848 STA =11+00 PROP CL ELEV= :1 15:1 3:1 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\rc dgn DATE: 7/3/2012

18 C L CHEROKEE STORMWATER MANAGEMENT PONDS X-4 TYPICAL SECTION PATH A EX WETLAND RESTORE ALL DISTURBED AREA WITH MIX PRAIRIE SEED MIX PER BID ITEM DO NOT DISTURB 852 VARIES 12 PATH SURFACE VARIES FILL FILL PILES FROM ORIGINAL DITCH. TO BE USED AS TOPSOIL AS APPROVED BY FIELD ENGINEER EX WETLAND P-25 MIN 1 PIPE DO NOT DISTURB 33 COVER GRADE SIDE SLOPES TO 50 MATCH EX GROUND ORIGINATOR:, STREETS DIVISION C L FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\rc dgn DATE: 7/3/2012

19 C L CHEROKEE MARSH STORMWATER MANAGEMENT PONDS X-5 TYPICAL SECTION POND B SIDE SLOPES ABOVE WATER SURFACE ELEVATION= SHALL BE SEEDED AND MATTED WITH DETENTION BASIN SEED MIX PER STANDARD SPECS PATH SURFACE EX DITCH 3:1 EX GROUND 3:1 DISTURBED UPLANDS AND ACCESS RD SIDESLOPES SHALL BE SEEDED WITH MIXED PRAIRIE SEED MIX PER BID ITEM :1 MAX 12 VARIES (ACCESS RD) :1 SHORELINE BARRIER SHORELINE BARRIER :1 3: :1 POND BOTTOM FOREBAY CLAY LINER STA =51+00 ORIGINATOR:, STREETS DIVISION STA =51+00 FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\PLAN\RC DGN DATE: 7/3/2012

20 C L CHEROKEE MARSH STORMWATER MANAGEMENT PONDS X-6 TYPICAL SECTION POND B DISTURBED UPLANDS AND ACCESS RD SIDESLOPES SHALL BE SEEDED WITH MIXED PRAIRIE SEED MIX PER BID ITEM FILL PILES FROM ORIGINAL DITCH. TO BE USED AS TOPSOIL AS APPROVED BY FIELD ENGINEER SURFACE EX WETLAND 852 P-50 DO NOT DISTURB VARIES 12 PATH VARIES EX DITCH GRADE SIDE SLOPES TO MATCH EX GROUND 00 MAINTAIN MIN 1.0 COVER ON PIPE P-50 AND P-51 STA =58+00 ORIGINATOR:, STREETS DIVISION C L FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\rc dgn DATE: 7/3/2012

WHITE OAK RIDGE PROJECT NO. 53B2384 D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION CITY OF MADISON

WHITE OAK RIDGE PROJECT NO. 53B2384 D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION CITY OF MADISON WHITE OAK RIDGE D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION ORIGINATOR:, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: THE LOCATION AND INFORMATION FOR PROPOSED NEW TREES, IN THE PUBLIC RIGHT OF