4" 4" BM 7 SPIKE IN POWER POLE ELEV= " CP 15 8" 4" 10" 4" 6" 4" 6" 8" 8" 8" 12" 12" 16" 8" 4" 10" 6"

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2 AR PLAN OVRVI -0 OLD SAUK ROAD RAFFIC MUS ALAYS B KP OPN; SOUHRN LAN MAY B CLOSD DURIN OFF-PAK HOURS IF FLARS AR USD; RFR O RAFFIC SCIONS IN SPCIAL PROVISIONS --- AR OR CONSRUCION SI NRANC; COORDINA NRY IH AR OR CONRACOR AS NDD ---- PLO NAM: ---- PLO SCAL: 1" = 100' ORIINAOR: RV. DA: MADISON AR UILIY: upeh IN POR POL " CP 11 INV. LV = DIAMR CULVR INV. LV = X X X X X CP 6 1 BM 2 R.R. LV= X O RBARS 0.17' APAR 1-MILLION ALLON COMPOSI AR OR LOCAION X 16-IN M SUB X 1.5-IN SVC SUB DO NO NR OR DISURB LANDS SOUH OF FNC/R LIN ONSI INV. LV = DIAMR CULVR INV. LV = BM 4 LV= INSALL AR MAIN ON MADISON AR UILIY AR OR SI; COORDINA IH AR OR CONRACOR HIL ON PRMISS CONNCO XISIN AR OR PIP SUBS AS SHON ON SH -3 CP 15 INSALL OPN-RNCH 16-INCH AR MAIN SOUH OF OLD SAUK ROAD DICH; RMOV RS AS NDD; RFR O SPCIAL PROVISIONS RARDIN NRY LIMIAIONS ONO PRIVA PROPRY A 626 SCH ROAD. PROPRY LIN BN MADISON AR UILIY PARCL (10451 OLD SAUK ROAD) AND PRIVA PROPRY (626 SCH ROAD) LPHON PDSAL 1 R/BRUSH LIN (YP.) 1 CP 5 BM 7 LV= " 1 BM 8 LV= INV. LV = DIAMR CULVR INV. LV = RFR O RAFFIC SCIONS IN SPCIAL PROVISIONS R SCH ROAD INRSCION CLOSUR RQUIRMNS CONNCO XISIN 12-IN AR MAIN ON AS SID OF SCH ROAD; ADJUS XISIN VALV BOXS AS RQ / PIP CP 10 RIM LV= OP NU LV= V UY 1-1/ PIP LANIN AS LPHON PDSAL X FIR HYDRAN OP NU LV= RIM LV= OP NU LV= VLVVLV 1-1/ PIP LANIN AS 1 1-1/ PIP LANIN AS INV. LV = INV. LV = / PIP 1 POS O 2 DIAMR CULVRS INV. LV = INV. LV = LPHON PDS 1 RIM L OP NU L FIL NAM: DA:

3 ORIINAOR: MADISON AR UILIY: upeh RV. DA: ---- PLO NAM: ---- PLO SCAL: 1" = 40' XISIN ROUND LVAION (YP.) OP OF PIP LVAION (YP.) PROPOSD 16-IN M MIN. BURY=6 F. XISIN ROUND PROFIL 16X6-IN , 16-IN VALV & BOX , V = R CULVR V = , 0.0 S IN VALV & BOX , 0.0 CLAR/RUB R 16X6-IN , IN VALV & BOX , IN HYDRAN , 7.0 CLAR/RUB R APPROX. PARCL BOUNDARY; MADISON AR UILIY (S) / PRIVA PROPRY (AS) CLAR/RUB R CLAR/RUB R APPROX. RIH-OF-AY BOUNDARY (YP.) APPROX. PRIVA PROPRY R.O.. BOUNDARY (YP.); S SPCIAL PROVISIONS CLAR/RUB R CP 6 1 BM 2 R.R. LV= O RBARS 0.17' APAR 4 INV. LV = DIAMR CULVR INV. LV = BM 4 LV= CP 15 OLD SAUK ROAD PLAN AND PROFIL -1 FIL NAM: DA:

4 V 5-IN HYDRAN , IN VALV & BOX , IN VALV & BOX , 0.0 INV. LV = DIAMR CULVR INV. LV = O CP 5 BM 7 LV= BM 8 LV= OLD SAUK ROAD PIP PLAN AND PROFIL UY -2 RV. DA: ---- PLO NAM: ---- PLO SCAL: 1" = 40' X6-IN , 16-IN VALV & BOX , 16X6-IN , 0.0 LPHON PDSAL R/BRUSH LIN (YP.) SUPPOR PDSAL DURIN RNCHIN AS RQUIRD; CONACDS IF DAMAD " 1 APPROX. SA SA 9+00: CLAR AND RUB RS HR CONFLICS IH PIPLIN INSALLAION OCCUR. RS SOUH OF H R.O.. LIN MAY NO B DISURBD IHOU ADDIIONAL RIN ONR CONSN. XISIN ROUND PROFIL APPROX. RIH-OF-AY BOUNDARY (YP.) APPROX. PRIVA PROPRY R.O.. BOUNDARY (YP.); S SPCIAL PROVISIONS NO - APPLY YP III RNCH PACH OVR SCH ROAD AR MAIN; MILL AND OVRLAY AS RQUIRD 16-IN 11-1/4 BND , IN 11-1/4 BND , x12 IN RDUCR , IN VALV & BOX , -8.2 CONNCO X 12-IN M APPROX. SA , IN 11-1/4 BND , CP 10 RIM LV= OP NU LV= V 1 LPHON PDSAL X FIR HYDRAN OP NU LV= RIM LV= OP NU LV= / PIP LANIN AS 16-IN 11-1/4 BND , 16x12 IN RDUCR , 1-1/ PIP LANIN A 12-IN VALV & BOX , VLVVLV MIN. BURY=6 F. PROPOSD 16-IN M MADISON AR UILIY: upeh ORIINAOR: XISIN ROUND LVAION (YP.) OP OF PIP LVAION (YP.) CONNCO X 12-IN M FIL NAM: DA:

5 ORIINAOR: MADISON AR UILIY: upeh RV. DA: ---- PLO NAM: ---- PLO SCAL: 1" = 40' OP OF PIP LVAION (YP.) PROPOSD 16-IN M XISIN ROUND PROFIL MIN. BURY=6 F. XISIN ROUND LVAION (YP.) , , 16X6-IN , , , , , INV. LV = DIAMR CULVR INV. LV = X , IN VALV & BOX , IN HYDRAN , , X6-IN , IN HYDRAN , X X X X , , X 16-IN M SUB X 1.5-IN SVC SUB , IN VALV & BOX , X6-IN , X S -1 APPROX. SA SA INSALL 2-IN (SCHD 80) PVC FIBR CONDUI IN PARALLL IH 16-IN AR MAIN RMINA FIBR CONDUI IN HANDHOL; HANDHOL O B FURNISHD BY MADISON AR APPROX. SA , 0.0 XISIN AR OR 6-IN VALV & BOX , CONNCO XISIN UILIIS: 16-IN AR MAIN SUB 2-IN PVC CONDUI SUB 1.5-INCH COPPR SRVIC SUB O B XNDD AND APPD ON 16-IN M, BN N 16-IN VALV AND N 16-IN 45 BND CP 6 1 AR OR PARCL PLAN AND PROFIL -3 FIL NAM: DA:

6 APPROX. N AR MAIN AND FIINS; S DAIL DRAIN -5 APPROX. PRV SRUCUR LOCAION; S DAIL DRAIN -5-4 PRV INSALLAION PLAN BAR CLA AY RMOV AND RPLAC YP-A CONCR CURB AND UR AS RQUIRD RSD AND RSOR RRAC ARA AS RQ. HANDHOL HANDHOL HANDHOL MILL AND OVRLAY SR ARA; APPROX. 50-F X 16-F SR PACH ORIINAOR: MADISON AR UILIY: upeh RV. DA: ---- PLO NAM: ---- PLO SCAL: 1" = 20' FIL NAM: DA:

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8 PRV INSALLAION PLAN -6 BPS PLO NAM: ---- PLO SCAL: 1" = 30' ORIINAOR: RV. DA: MADISON AR UILIY: upeh APPROX. PRV SRUCUR LOCAION RSD AND RSOR RASS ARAS AS RQ. SAN SAN SAN SAN SAN SAN SAN SAN SAN X S S S S HANDHOL S S PAH CLOSUR SIN A BINNIN OF ASHPHAL (ARSID) PAH CLOSUR SIN A BINNIN OF ASHPHAL (HIDDN CAV) S S S S SS RMOV AND RSOR ASPHAL BIK PAH SMN AS RQ; S MANHOL FLUSH IH PAVMN AND SURROUNDIN RASS ARA APPROX. N AR MAIN AND FIINS; S DAIL DRAIN S S SAN S S S S S S S SAN SAN SAN FIL NAM: DA:

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10 OLD SAUK PIPLIN BAR CLA PRV AR MAINS OAL AR MAINS OAL 6-IN PIP (LF) 40 8-IN PIP (LF) IN PIP (LF) <10 POLY RAP IN PIP (LF) IN VALV & BOX 3 POLY RAP IN PRV 1 6-IN VALV & BOX 4 8-IN X?-IN OFFS* 2 12-IN VALV & BOX 1 8-IN - 90 BND 2 16-IN VALV & BOX 3 8-IN SOLID SLV 1 16-IN BND 2 8-IN X 8-IN 2 16-IN - 45 BND 4 16-IN X 12-IN RDUCR 1 BPS 128 PRV 16-IN X 6-IN 4 AR MAINS OAL 5-IN HYDRAN 4 8-IN PIP (LF) IN COPPR PIPIN AS RQ 12-IN PIP (LF) 10 POLY RAP 45 8-IN VALV & BOX 2 *AS NDD PR FILD CONDIIONS; 12-IN VALV & BOX 1 S DAIL DRAINS 8-IN PRV 1 8-IN X?-IN OFFS* 2 8-IN - 90 BND 2 12-IN X 8-IN 2

C 2.21 EDGEWATER HEIGHTS CITY OF MUSKEGO, WI INTERIM GRADING PLAN SEE SHEET C 2.0 LEGEND EDGEWATER COURT NORTHEAST BASIN #1 20 PHASE 1

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