Revised 11-15-2018 AJZ-revise terrace slope

New Sheet 11-15-2018 AJZ

Revised 11-15-2018 AJZ-revise pavement limits

Revised 11-15-2018 AJZ-revise profile, curb grades,add conc. flumes, calloff raingardens

Revised 11-15-2018 AJZ-revise sidewalk profile

REVISED 11/15/18 EEA

-Updated pavement removal /replacement limits.-Moved storm structures S-3 & S-3Aone foot east to have more clearancewith ramps.-Corrected existing invert elevations onEX SAS.-Added missing sanitary pipe info onRed Rock Ln.

REVISED 11/15/18 EEA

-Rim & Invert for SAS#3 has been revised.-Pipe slopes have been adjusted to new inverts.

REVISED 11/15/18 EEA

- Corrected pipe slope.

* REVISED 11/7/18 EEA

CITY OF MADISON

SAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM TO DWNSTRM UPSTRM PLAN SLOPE PIPE PVC NOTESNO. (OFFSET) CASTING (DNSTM) (UPSTM) E.I. E.I. LGTH (FT) (%) SIZE TYPE

SANDHILL ROAD

SAS#1 102+22.67 CL 1091.65 1080.55 11.10 - EX PLG 1647-017 SAS#1 1074.55 1080.55 182 3.30% 8" SDR-35 -SAS#2 101+00.00 CL 1095.85 1084.76 11.09 - SAS#1 SAS#2 1080.65 1084.76 123 3.34% 8" SDR-35 -

SAS#1 SAS#3 1080.65 1081.25 151 0.40% 8" SDR-35 -SAS#3 SAS#4 1081.35 1087.14 300 1.93% 8" SDR-35 -

RED ROCK LANE

* SAS#3 202+00.00 CL 1093.16 1081.25 11.91 -SAS#4 205+00.00 CL 1098.57 1087.14 11.43 -

-

M:\DESIGN\Projects\11943\Sanitary\Design\[REVISED 11_7_11943 San Sewer Schedule Blackhawk 9th Add.xls]San Schedule DATE: 11/07/2018

PROPOSED SANITARY STRUCTURES PROPOSED SANITARY PIPES

NINTH ADD TO BLACKHAWK SUBDIVISION SHEET NO.

SANITARY SEWER SCHEDULE PROJECT NO. 11943 U-SAN

SANITARY SEWER SCHEDULE

* REVISED 11/7/18 EEA

CITY OF MADISON

STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO DISCH. INLET PLAN (PAY) PIPE SLOPE PIPE TYPE NOTESNO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) E.I. E.I. LGTH (FT) LGTH (FT) (%) SIZE

SANDHILL ROAD P-1 S-1 S-2 1083.00 1083.94 120 119 0.79% 12" TYPE II -* P-2 S-2 S-3 1084.19 1088.55 131 128 3.41% 12" TYPE II -

S-1 103+13.00 RT-134.95 12" RCP AE - 1083.00 - W/ GATE * P-3 S-3 S-3A 1088.55 1088.88 31 29 1.14% 12" TYPE I -S-2 103+13.00 RT-15.50 H INLET 1088.08 1083.94 4.14 W/ R-3067-7004-V P-4 S-4 S-5 1080.38 1081.87 122 119 1.25% 18" TYPE II -

* S-3 101+81.66 RT-15.50 H INLET 1093.50 1088.55 4.95 W/ R-3067-7004-V P-5 S-5 S-6 1082.37 1085.50 124 121 2.59% 12" TYPE II -* S-3A 101+81.66 LT-15.50 H INLET 1093.50 1088.88 4.62 W/ R-3067-7004-V P-5A S-5 S-5A 1083.85 1084.50 33 32 2.03% 6" TYPE II -

S-4 105+09.08 LT-15.50 STM TAP - 1080.38 - TAP EX IN 1647-041 P-6 S-6 S-7 1085.50 1086.44 36 33 2.85% 12" TYPE II -S-5 103+87.54 LT-15.50 H INLET 1085.37 1081.87 3.50 FP; LP; W/ R-3067-7004-VB P-7 S-7 S-7A 1086.44 1086.73 27 25 1.16% 12" TYPE I -S-5A 103+87.69 LT-48.26 6" AE - 1084.50 - - P-8 S-8 S-9 1094.79 1094.98 33 31 0.61% 12" TYPE II -S-6 102+63.82 LT-15.50 H INLET 1090.08 1085.50 4.58 W/ R-3067-7004-V P-9 S-9 S-9A 1094.98 1095.13 27 25 0.60% 12" TYPE I -

* P-10 S-10 S-10A 1093.37 1093.75 43 43 0.88% 6" TYPE II -RED ROCK LANE

* S-7 200+88.00 RT-13.50 H INLET 1091.70 1086.44 5.26 LP; W/ R-3067-7004-VB* S-7A 200+88.00 LT-13.50 H INLET 1091.53 1086.73 4.80 LP; W/ R-3067-7004-VB

S-8 205+59.22 LT-36.38 H INLET 1098.19 1094.79 3.40 W/ R-3067-7004-V; (1)S-9 205+35.00 LT-13.50 H INLET 1098.54 1094.98 3.56 LP; W/R-3067-7004-VBS-9A 205+35.00 RT-13.50 H INLET 1098.54 1095.13 3.41 LP; W/R-3067-7004-VB

* S-10 205+58.53 LT-138.98 STM TAP - 1093.37 - TAP EX IN 1647-065S-10A 205+24.11 LT-164.20 6" AE - 1093.75 - -

- APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD.(1) RECONNECT EX 12" PIPE TO EAST & WEST - 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.

M:\DESIGN\Projects\11943\Storm\Design\[REV 11_7 Storm Schedule 9thAddBlackhawk.xls]Storm Schedule DATE: 11/12/2018

- 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) 266-4096 FOR PRECAST APPROVALS, FAX SHOP DRAWINGS TO (608)264-9275, OR EMAIL SHOP DRAWINGS TO EACOSTA@CITYOFMADISON.COM.

STORM SEWER SCHEDULE

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; UD = UNDERDRAIN

NINTH ADDITION TO BLACKHAWK SHEET NO.

STORM SEWER SCHEDULE PROJECT NO. 11943 U-STM

SPECIFIC NOTES

PROPOSED STORM STRUCTURES PROPOSED STORM PIPES

REPRINTED 11/7/18 - AJSTO REFLECT STORM &STREET CHANGES

REPRINTED 11/7/18 - AJSTO REFLECT STORM &STREET CHANGES

REPRINTED 11/26/18 - AJSTO REFLECT STORM &STREET CHANGES

Revised 11-15-2018 AJZ-revise STA 100+50

Revised 11-15-2018 AJZ-revise to reflect correctterrace width profile updates

Revised 11-15-2018 AJZ-revise to reflect correctterrace width profile updates

Revised 11-15-2018 AJZ-revise to reflect correctterrace width profile updates

Revised 11-15-2018 AJZ-revise to reflect correctterrace width profile updates

Revised 11-15-2018 AJZ-revise to reflect correctterrace width profile updates

Revised 11-15-2018 AJZ-revise to reflect sidewalkelevation changes

Revised 11-15-2018 AJZ-revise to reflect sidewalkelevation changes