SHOREWOOD HILLS NORTH -- PHASE III - Lake Millstownoflakemills.org/uploads/ckfiles/files/SHN3 Street and Utility... · shorewood hills north -- phase iii ... fiber optic gas electric

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LOCATION PLAN

G1.0 TITLE PAGE

TABLE OF CONTENTS:

PROJECT LOCATION PROJECT LOCATION

GENERAL

Town of Lake Mills

Jefferson County, WI

June 2016

SHOREWOOD HILLS NORTH -- PHASE III

STREET & UTILITY CONSTRUCTION

TOWN OF LAKE MILLS

CIVIL

C4.0 PLAN & PROFILE - SADDLE LANE

C1.0 PROPOSED SITE PLAN

C2.0-C2.2 GRADING & EROSION CONTROL PLAN

C3.0-C3.1 PLAN & PROFILE - BRIDLE PATH

ENGINEER SEAL:

C7.0 SANITARY SEWER CONSTRUCTION DETAILS

G1.1 LEGEND & NOTES

C7.1 STORM SEWER & STREET IMPROVEMENT DETAILS

C7.2 EROSION CONTROL DETAILS

C5.0-C5.7 CROSS SECTIONS - BRIDLE PATH

C6.0-C6.1 CROSS SECTIONS - SADDLE LANE

ISSUE DATE:

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This docum

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Neither this docum

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either in w

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EXISTING MANHOLE

PROPOSED MANHOLE

EXISTING HYDRANT

PROPOSED HYDRANTVALVECURB STOP

WELLPROPERTY CORNERLIGHT POLE

POWER / TELEPHONE POLEGUY WIRE

UTILITY PEDESTALSIGNSOIL BORINGMONITORING WELL

POTENTIAL HAZARD

BENCHMARK

DECIDUOUS TREE

CONIFEROUS TREE

HANDICAP SYMBOL

SYMBOLS LEGEND

MAILBOX

UTILITIES

1. ELECTRIC CITY OF LAKE MILLS 307 N CP AVE. LAKE MILLS, WI 53551 PHONE: (920) 648-4026

2. TELEPHONE FRONTIER 100 COMMUNICATIONS DR. SUN PRAIRIE, WI 53590 PHONE: (608) 837-1616

3. GAS WE ENERGIES P O BOX 2046 MILWAUKEE, WI 54201 PHONE: (800) 242-9137

4. CABLE TV CHARTER COMMUNICATIONS 2701 DANIELS ST. MADISON, WI 53718 PHONE: (608) 274-3822 CONTACT: RANDY STEUER

ABBREVIATION LIST

EXISTING LINETYPES LEGEND

FENCETV

FORCE MAIN

TELEPHONEFIBER OPTICGAS

ELECTRIC

WATER MAIN

SILT FENCEGRADING LIMITS

STORM SEWERSANITARY SEWER

Wis Statute 182.0175 (1974)Requires Min. 3 Work Days

Notice Before You Excavate

CALL DIGGERS HOTLINE

1-800-242-8511

To Obtain Location ofParticipants Underground

Facilities Before YouDig in Wisconsin

DIGGERS HOTLINE NOTE

OWNER

KASON, LLCc/o JASON FORESTW8583 FINCH BROTHERS ROADLAKE MILLS, WI 53551PHONE: (920)648-8704

DOUBLE SEDIMENT

OVERHEAD ELECTRIC

CONSTRUCTION NOTES

5. SEWER LAKE MILLS WWTF 200 D WATER ST. LAKE MILLS, WI 53551 PHONE: (920) 648-2344 CONTACT: STEVE WILKE, CITY MANAGER

6. MUNICIPALITY TOWN OF LAKE MILLS 1111 S. MAIN ST. LAKE MILLS, WI 53551 PHONE: (920) 648-5867

1. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION.

2. SILT FENCE, & ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBINGACTIVITIES, INCLUDING CLEARING & GRUBBING.

3. ALL STORM SEWER CULVERTS SHALL HAVE STONE CULVERT PROTECTION INSTALLED UPON CULVERTINSTALLATION.

4. CONTRACTOR IS RESPONSIBLE FOR WEEKLY DNR INSPECTION REPORTS IN ACCORDANCE WITH NR216.46(9).

5. ADDITIONAL EROSION CONTROL MEASURES MAY BE ADDED ON AN AS-NEEDED BASIS.

6. ANY AREAS WHERE GRADING IS COMPLETE SHALL BE STABILIZED WITH FERTILIZER, SEED, & MULCH ASSOON AS POSSIBLE.

7. ALL BEST MANAGEMENT PRACTICES WILL BE INSTALLED BY THE TIME THE CONSTRUCTION SITE ISCONSIDERED STABILIZED.

8. A COPY OF THIS EROSION CONTROL PLAN SHALL BE KEPT ON SITE THROUGHOUT THE DURATION OF THEPROJECT.

9. STOCKPILES LEFT INACTIVE FOR 7 DAYS SHALL BE SEEDED AND SURROUNDED BY SILT FENCE.

10. ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OROTHER CONSTRUCTION MATERIALS) SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TO BECARRIED BY RUNOFF INTO RECEIVING CHANNEL.

11. EROSION CONTROL MAT CLASS I, TYPE A WILL BE USED IN NON-CHANNEL AREAS AND CLASS I, TYPE BWILL BE USED IN CHANNEL AREAS.

12. ALL DEWATERING PERMITTING, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BEIN ACCORDANCE WITH DNR TECHNICAL STANDARD 1061.

13. WHEN WORKING WITHIN 50' OF THE WETLAND, SPECIAL CARE NEEDS TO BE TAKEN AS TO NOT DISTURBANY WETLAND FEATURES.

14. STREETS SHALL BE SWEPT AT THE END OF EACH WORK DAY OR AS DIRECTED BY THE MUNICIPALITY.

15. TRACKING PADS SHALL BE USED AT THE CONSTRUCTION ENTRANCE AND EXITS.

16. ALTHOUGH ROCK CONSTRUCTION TRACKING PADS MAY NOT BE SHOWN ON THE PLANS, THECONTRACTOR SHALL INSTALL THEM AS NECESSARY OR AS DIRECTED BY THE ENGINEER TO MINIMIZETRACKING ONTO ADJACENT STREETS. THESE PADS ARE CONSIDERED INCIDENTAL TO THE WORK ANDWILL NOT BE MEASURED OR PAID FOR SEPARATELY.

17. CONTRACTOR WILL BE RESPONSIBLE FOR ALL DUST CONTROL.

18. ALL BANK AREAS DISTURBED SHALL BE STABILIZED WITH EROSION CONTROL MAT IMMEDIATELY.

19. ALL FILL PLACED UNDER BUILDING AND PAVED AREAS SHALL BE STRUCTURALLY SOUND.

20. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCES AND BARRIERS BEFORE IT REACHES ADEPTH THAT IS EQUAL TO HALF THE BARRIER'S HEIGHT.

21. BREAKS AND GAPS IN SEDIMENT FENCES AND BARRIERS WILL BE REPAIRED IMMEDIATELY.DECOMPOSING STRAW BALES WILL BE REPLACED (TYPICAL BALE LIFE IS THREE MONTHS).

22. ALL SEDIMENT THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTS WILL BECLEANED UP BEFORE THE END OF THE SAME WORKDAY.

23. ALL INSTALLED EROSION CONTROL PRACTICES WILL BE MAINTAINED UNTIL THE DISTURBED AREAS THEYPROTECT ARE STABILIZED.

24. ALL EROSION CONTROL MAT SHALL BE INSTALLED WITHIN 24 HOURS OF FINAL GRADES BEINGESTABLISHED.

GRADING & EROSION CONTROL NOTES

GEC-CP # CONTROL POINT

TRACER WIRE TERMINAL BOX

TRAIN TRACKSTREELINE

GUARD RAIL

GENERAL1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHOULD BE FIELD

VERIFIED, BY CONTRACTOR, PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO ALL AFFECTED RESIDENTSFOR ALL PLANNED WATER AND/OR SEWER SERVICE OUTAGES.

3. ALL ASPHALT REPAIRS/REPLACEMENT SHALL BE SAWCUT TO MATCH EXISTING PAVEMENT AS SHOWNON THE PLANS OR AS DIRECTED BY THE ENGINEER.

SANITARY SEWER1. EXISTING SANITARY SEWER LOCATIONS, SIZES, AND TYPES SHOULD BE FIELD VERIFIED BY THE

CONTRACTOR PRIOR TO MAKING ANY CONNECTIONS.

2. FOR NEW SERVICE LATERALS, INSTALL A TRACER WIRE TERMINAL BOX AT THE STREET RIGHT-OF-WAY.

3. SERVICE LATERALS SHALL BE 4" PVC UNLESS OTHERWISE INDICATED.

4. ALL LATERAL CONNECTIONS TO NEW MAIN SHALL BE MADE WITH WYE CONNECTIONS.

STORM SEWER1. STORM SEWER PIPE LENGTHS ARE SHOWN MEASURED FROM INSIDE OF STRUCTURE TO INSIDE OF

STRUCTURE.

UOS = UNLESS OTHERWISE SPECIFIED

R = RADIUS

CP = CONTROL POINT

MP = MIDPOINT

STD = STANDARD

EX = EXISTING

PRO = PROPOSED

LN = LINE

DIA = DIAMETER

SE = SPOT ELEVATION

PI = POINT OF INTERSECTION

PT = POINT OF TANGENTPVC = POINT OF VERTICAL CURVEPVI = POINT OF VERTICAL INTERSECTION

PVT = POINT OF VERTICAL TANGENT

EOP = EDGE OF PAVEMENT

PC = POINT OF CURVE

ELEV = ELEVATION

INV = INVERT

ROW = RIGHT OF WAY

TOW = TOP OF WALL

BOC = BACK OF CURB

TYP = TYPICAL

SAN = SANITARY SEWER

ST = STORM SEWER

TC = TOP OF CURB

FL = FLOW LINE

STA = STATION

LP = LOW POINT

HP = HIGH POINT

MIN = MINIMUM

INL = INLET

PVMT = PAVEMENT

VC = VERTICAL CURVE

L = LENGTH

CL = CENTERLINE

B-B = BACK TO BACK

HC = HORIZONTAL CURVE

EOG = EDGE OF GRAVEL

FM = FORCE MAIN

WM = WATER MAIN

BOW = BOTTOM OF WALL

IE = INVERT ELEVATION

BARRIER

IOS = INSIDE OF STRUCTURE

C-C = CENTER TO CENTER

S = SANITARY SEWER SERVICE LATERAL

W = WATER MAIN SERVICE LATERAL

MH = MANHOLE

TOP = TOP OF PIPE

BOP = BOTTOM OF PIPE

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BM #1

PHASE III STREET & UTILITYCONSTRUCTION, 33 LOTS

WETLAND DELINEATIONBOUNDARY, TYP.

DETENTION POND CONSTRUCTED DURINGPHASE II STREET & UTILITY CONSTRUCTION

(TO REMAIN AS IS)

PHASE I CONSTRUCTIONCOMPLETED FALL 2001

PHASE II CONSTRUCTIONCOMPLETED 2004

**POWER POLE HASBEEN REPLACED

PROPOSED SANITARY SEWER, TYP.

SAN CONNECTIONCONNECT TO EXISTING MANHOLE

SAN CONNECTIONCONNECT TO EXISTING MANHOLE

SAN CONNECTIONCONNECT TO EXISTING STUB

PHASE I SANITARY SEWER

PROPOSED 26' RURAL STREET SECTION, TYP.(SEE DETAIL, SHEET C5.1)

BM #2

PROPOSED BIORETENTION DEVICEIN PROPOSED OUTLOT

PROPOSED BIORETENTION DEVICEIN PROPOSED OUTLOT

ENVIRONMENTAL SETBACK TOIMPERVIOUS SURFACES

50' HIGHWAY SETBACK

30' PLANTING STRIP

PROPOSED LOT DRAINAGE, TYP

PROPOSED 10' SW DRAIAGE EASEMENT

PROPOSED 10' SW DRAINAGE EASEMENT



EXISTING 24' SW DRAINAGE EASTMENT

EXISTING 10' SE DRAINAGE EASEMENT


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PROPOSED ROAD, TYP

WETLAND BOUNDARY, TYP

PROPOSED SILT FENCE, TYP

PROPOSED EROSION MAT, TYP

B

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9

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46

47

48

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69

70

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59

60

61

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63

PROPERTY LINE, TYP

C

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.

H

.

B

GENERAL NOTES:

1. DITCH EROSION CONTROL SHALL BE SEED AND MULCH UNLESS OTHERWISE SHOWN.

2. CONTRACTOR SHALL PROVIDE INLET/CULVERT PROTECTION IMMEDIATELY FOLLOWING INLET/CULVERT CONSTRUCTION.

3. LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION

4. FUTURE HOUSE FOOTPRINTS AT THE FRONT OF SETBACKS AND DRIVEWAYS ARE SHOWN FOR REFERENCE ONLY.

PROPOSED SOILBERM, TYP

PROPOSED TRACKING PAD, TYP

PROPOSED SWALE, TYP

8

7

30' PLAN

TING

STRIP

50' HIGHW

AY SETBA

CK

FUTURE LOT DRAINAGE (BY HOMEOWNERS)

PROPOSED SWALES (BYDEVELOPER/CONTRACTOR)

PROPOSED 10' STORMWATER DRAINAGE EASEMENT

PROPO

SED 10' STO

RMW

ATER

DRA

INA

GE EA

SEMEN

T

PROPO

SED 10' STO

RMW

ATER D

RAIN

AG

E EASEM

ENT

PROPO

SED 10' STO

RMW

ATER D

RAIN

AG

E EASEM

ENT

EXISTING

10' STORM

WA

TER DRA

INA

GE EA

SEMEN

T

EXISTING 24' STORMWATER DRAINAGE EASEMENT

NO ACCESSPER FINAL PLAT

PROPOSED TOPSOIL STOCKPILE

PROPOSED DITCH CHECKS

PROPOSED SOIL BERM, TYP

PROPOSED INFILTRATION TRENCH

PROPOSED OPENING IN SOIL BERM


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PROPOSED ROAD, TYP

WETLAND BOUNDARY, TYP


PROPOSED DITCH CHECKS, TYP


B

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47

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69

70

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59

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63

PROPERTY LINE, TYP

C

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.

H

.

B

GENERAL NOTES:



3. LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

4. FUTURE HOUSE FOOTPRINTS AT THE FRONT SETBACK AND DRIVEWAYS ARE SHOWN FOR REFERENCE ONLY



PROPOSED SWALE, TYP

30' PLAN

TING

STRIP

50' HIGHW

AY SETBA

CK

WEST BIORETENTION DEVICE,SEE DETAILS

EXISTING

10' STORM

WA

TER DRA

INA

GE EA

SEMEN

T

PROPOSED 10' STORMWATER DRAINAGE EASEMENT

EXISTING 24' STORMWATER DRAINAGE EASEMENT

PROPO

SED 10' STO

RMW

ATER

DRA

INA

GE EA

SEMEN

T

PROPO

SED 10' STO

RMW

ATER

DRA

INA

GE EA

SEMEN

T


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om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

ER

OS

IO

N C

ON

TR

OL

&

G

RA

DIN

G

Sh

orew

oo

d H

ills N

orth

-P

hase III

Street &

U

tility C

on

stru

ctio

n

To

wn

o

f L

ake M

ills

Jefferso

n C

ou

nty, W

I

80

KCW

KDA

June 2016

0500-44

C2.2

Addendum

1

1K

CW

7/5/16

N

S

EW


PROPOSED ROAD, TYP


PROPOSED DITCH CHECKS, TYP


P

O

L

O

L

A

N

E

B

R

I

D

L

E

P

A

T

H

S

A

D

D

L

E

L

A

N

E

10

11

12

13

14

15

16

17

18

21

22

47

48

49

50

51

53

61

72

46

59

60

52

53

PROPERTY LINE, TYP

C

.

T

.

H

.

B

GENERAL NOTES:



3. LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION

4. FUTURE HOUSE FOOTPRINTS AT THE FRONT SETBACK AND DRIVEWAYS ARE SHOWN FOR REFERENCE ONLY



PROPOSED SWALE, TYP

30' PLAN

TING

STRIP

50' HIGHW

AY SETBA

CK

EAST BIORETENTION DEVICE, SEE DETAILS

9

B

R

I

D

L

E

P

A

T

H

PROPO

SED 10' STO

RMW

ATER

DRA

INA

GE EA

SEMEN

T

PROPO

SED 10' STO

RMW

ATER

DRA

INA

GE EA

SEMEN

T

PROPOSED INFILTRATION TRENCH

PROPOSED SOIL BERM, TYP

PROPOSED OPENING IN SOIL BERM


\CAD

0500-44D


raw


NE 2016\1-C2.0-EC-0500-44D

.dw

g, 7/6/2016 11:31:59 AM

, 1:1

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H P

LA

N &

P

RO

FIL

E

Sh

orew

oo

d H

ills N

orth

-- P

hase III

Street &

U

tility C

on

stru

ctio

n

To

wn

o

f L

ake M

ills

Jefferso

n C

ou

nty, W

I

60

KCW

KDA

June 2016

0500-44D

C3.0


SAN MH-K14STA 4+00

RIM ELEV: 887.14'±E INV: 874.31'W INV: 874.21DEPTH 13.1'±

EX SAN MH-K15STA 42+53

RIM ELEV: 884.5'±N INV: 876.01'W INV: 875.91

DEPTH 8.6'

SAN MH-K13STA 7+11

RIM ELEV: 883.5'±E INV: 872.97'S INV: 872.87'DEPTH 10.6'

S

S S

S S

S S

S S

S

S

S

SPROPOSED CULVERT72' OF 12" CMCP @ 0.8%INV IN = 882.4'INV OUT = 881.8'

PROPOSED CULVERT33' OF 12" CMCP @ 0.7%INV IN= 878.23'INV OUT=878.00'

30' PLANTING STRIP

50' SETBACK LINE

PROPOSED SANITARYSEWER LATERALW/ TERMINAL BOX, TYP

PROPOSED ROW

2' GRAVEL SHOULDER

PROPOSED 8" SANITARY SEWER, TYP

EXISTING GROUND @ STREET CENTERLINE

PROPOSED GRADE @ STREET CENTERLINE

CONNECT TO EXISTING STUB @ STA 0+21±

LINE K14 310' ~ 8" SANITARY SEWER @ 0.4%LINE K15 400' ~ 8" SANITARY SEWER @ 0.4%

9

1011

12

13

14

15

46

47

4849

50

51

BRIDLE PATH

PO

LO

L

AN

E

SA

DD

LE

L

AN

E

LINE K14LINE K15

EX MHK15

MH K14

MH K13

SEE SHEET C4.0 FOR DETAILS

PROPOSED BEND ON EXISTING 12" CMCP(EXISTING PIPE TO BE REMOVED OR BULKHEAD)

PROPOSED CULVERTSEE ABOVE


\CAD

0500-44D


raw


NE 2016\1-C3.0-PP-0500-44D

.dw

g, 6/15/2016 11:05:41 AM

,

1:1

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H P

LA

N &

P

RO

FIL

E

Sh

orew

oo

d H

ills N

orth

-- P

hase III

Street &

U

tility C

on

stru

ctio

n

To

wn

o

f L

ake M

ills

Jefferso

n C

ou

nty, W

I

60

KCW

KDA

June 2016

0500-44D

C3.1


SAN MH-K21STA 8+51.3

RIM ELEV: 879.9'±W INV: 865.43'

DEPTH 14.5' SAN MH-K20STA 9+87

RIM ELEV: 873.9'±S INV: 858.68'E INV: 858.78'DEPTH 15.2

SAN MH-K19STA 11+38.4

RIM ELEV: 869.4'±S INV: 855.58'N INV: 856.68'

DEPTH 13.8'

EX SAN MH-K18STA 11+38.4

RIM ELEV: 863.4'±S INV: 851.37'N INV: 851.47'

DEPTH 12.0'

S

S S

S

S S

S SS

S


EXISTING GRADE @ STREET CENTERLINE

PROPOSED SEWER LATERALSW/ TERMINAL BOX, TYP

CONNECT TO EXISTING MANHOLE

PROPOSED CULVERT45' OF 12" CMCP @0.5%

INV IN= 862.55'INV OUT=862.30'

PROPOSED CULVERT45' OF 12" CMCP @0.5%

INV IN= 864.65'INV OUT=864.40'

PROPERTY LINE, TYP

PROPERTY LINE, TYP

LINE K19 252' ~ 8" SANITARY SEWER @ 1.67%

LINE K20 150' ~ 8" SANITARY SEWER @ 2.0%

LINE K21 133 ~ 8" SANITARY SEWER @ 5.0%

16

17

18

19

60

59

60

61

62

63

23

22

OU

TL

OT

1

21

BRIDLE PASS

B

R

I

D

L

E

P

A

S

S

LINE K21

LINE K20LINE K19

MH K20

MH K21

MH K19 EX MH K18

PROPOSED CULVERTSEE ABOVE


\CAD

0500-44D


raw


NE 2016\1-C3.0-PP-0500-44D

.dw

g, 6/15/2016 11:02:47 AM

,

1:1

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

SA

DD

LE

L

AN

E P

LA

N &

P

RO

FIL

E

Sh

orew

oo

d H

ills N

orth

-- P

hase III

Street &

U

tility C

on

stru

ctio

n

To

wn

o

f L

ake M

ills

Jefferso

n C

ou

nty, W

I

60

KCW

KDA

June 2016

0500-44D

C4.0






1-800-242-8511


LINE K13 320' ~ 8" PVC SANITARY SEWER @ 2.75%

LINE K12 150' ~ 8" PVC SANITARY SEWER @ 5.55%

SAN MH-K13SEE SHEET C3.0

SAN MH-K12STA 73+05

RIM ELEV: 874.3'±SE INV: 863.97'N INV: 864.07'DEPTH 10.3'

EX SAN MH-K11STA 71+54

RIM ELEV: 866.6'±NW INV: 855.54'SE INV: 855.64'

DEPTH 11.1'


EXISTING GROUND @ STREET CENTERLINE

53

52

51

59

7271

70

69

OUTLOT 4

68

PROPERTY LINE, TYP

PROPOSED CULVERT75' OF 12" CMCP @ 1.0%INV IN=881.3'INV OUT=880.5'

S

S

S

S

S

S

S

S

SADDLE LANE

BR

ID

LE

P

AT

H

PROPOSED SANITARYSEWER LATERALW/ TERMINAL BOX, TYP

LINE K13

LINE K12

MH K12MH K13

2' GRAVEL SHOULDER

22'

66' R

OW


\CAD

0500-44D


raw


NE 2016\1-C4.0-PP-0500-44D

.dw

g, 6/15/2016 10:57:54 AM

,

1:1

0+50.00

1+00.00

1+50.00

2+00.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

884

.57

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

84.2

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

884

.57

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

884

.27

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

885

.32

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

85.0

2

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

885

.32

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

885

.02

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

886

.82

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

86.5

2

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

886

.82

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

886

.52

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

886

.07

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

85.7

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

886

.07

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

885

.77

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H C

RO

SS

S

EC

TIO

NS

Sh

orew

oo

d H

ills N

orth

-- P

hase III

Street &

U

tility C

on

stru

ctio

n

To

wn

o

f L

ake M

ills

Jefferso

n C

ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.0

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw

ings\Surfaces\0500-44D

-FG

.dw

g, 6/9/2016 3:32:37 PM

,

1:1

2+50.00

3+00.00

3+50.00

4+00.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.98

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

87.6

8

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.98

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

887

.68

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.14

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

86.8

4

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.14

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

886

.84

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.57

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

87.2

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.57

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

887

.27

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.73

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

87.4

3

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

887

.73

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

887

.43

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H C

RO

SS

S

EC

TIO

NS

Sh

orew

oo

d H

ills N

orth

-- P

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Street &

U

tility C

on

stru

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n

To

wn

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f L

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ills

Jefferso

n C

ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.1

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:33:08 PM

,

1:1

4+50.00

5+00.00

5+50.00

6+00.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

885

.95

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

85.6

5

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

885

.95

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

885

.65

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

884

.77

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

84.4

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

884

.77

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

884

.47

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

886

.54

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

86.2

4

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

886

.54

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

886

.24

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

885

.36

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

85.0

6

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

885

.36

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

885

.06

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H C

RO

SS

S

EC

TIO

NS

Sh

orew

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d H

ills N

orth

-- P

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U

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on

stru

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n

To

wn

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Jefferso

n C

ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.2

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:33:35 PM

,

1:1

6+50.00

7+00.00

7+50.00

8+00.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

883

.58

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

83.2

8

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

883

.58

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

883

.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

881

.72

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

81.4

2

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

881

.72

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

881

.42

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

884

.18

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

83.8

8

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

884

.18

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

883

.88

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

882

.92

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

82.6

2

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

882

.92

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

882

.62

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

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in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

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P

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H C

RO

SS

S

EC

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NS

Sh

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U

tility C

on

stru

ctio

n

To

wn

o

f L

ake M

ills

Jefferso

n C

ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.3

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:33:59 PM

,

1:1

8+50.00

9+00.00

9+50.00

10+00.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

877

.60

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

77.3

0

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

877

.60

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

877

.30

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

873

.38

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

73.0

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

873

.38

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

873

.08

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

879

.92

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

79.6

2

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

879

.92

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

879

.62

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

875

.20

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

74.9

0

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

875

.20

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

874

.90

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H C

RO

SS

S

EC

TIO

NS

Sh

orew

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ills N

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U

tility C

on

stru

ctio

n

To

wn

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f L

ake M

ills

Jefferso

n C

ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.4

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:34:19 PM

,

1:1

10+50.00

11+00.00

11+50.00

12+00.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

870

.87

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

70.5

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

870

.87

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

870

.58

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

868

.55

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

68.2

5

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

868

.55

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

868

.25

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

872

.12

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

71.8

2

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

872

.12

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

871

.82

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

869

.62

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

69.3

2

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

869

.62

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

869

.32

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H C

RO

SS

S

EC

TIO

NS

Sh

orew

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d H

ills N

orth

-- P

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U

tility C

on

stru

ctio

n

To

wn

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ills

Jefferso

n C

ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.5

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:34:41 PM

,

1:1

12+50.00

13+00.00

13+50.00

14+00.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

866

.77

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

66.4

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

866

.77

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

866

.47

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

864

.98

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

64.6

8

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

864

.98

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

864

.68

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

867

.66

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

67.3

6

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

867

.66

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

867

.36

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

865

.87

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

65.5

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

865

.87

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

865

.57

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H C

RO

SS

S

EC

TIO

NS

Sh

orew

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ills N

orth

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U

tility C

on

stru

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n

To

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f L

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Jefferso

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ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.6

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:35:04 PM

,

1:1

14+50.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

864

.09

Gra

de

Brea

k O

ffset

: 32.

01' R

Elev

= 8

63.5

4

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

864

.09

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

863

.79

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

BR

ID

LE

P

AT

H C

RO

SS

S

EC

TIO

NS

Sh

orew

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ills N

orth

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Street &

U

tility C

on

stru

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n

To

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f L

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ills

Jefferso

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ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C5.7

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:35:28 PM

,

1:1

72+00.00

72+50.00

73+00.00

73+50.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

871

.06

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

70.7

6

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

871

.06

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

870

.76

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

876

.94

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

76.6

4

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

876

.94

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

876

.64

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

868

.06

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

67.7

6

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

868

.06

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

867

.76

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

874

.07

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

73.7

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

874

.07

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

873

.77

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

eerin

g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

ax)

ww

w.g

en

era

le

ng

in

ee

rin

g.n

et

0

REVIEWED BY

SA

DD

LE

L

AN

E C

RO

SS

S

EC

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NS

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U

tility C

on

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To

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Jefferso

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ou

nty, W

I

10

KCW

KDA

June 2016

0500-44D

C6.0

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:35:55 PM

,

1:1

74+00.00

74+50.00

75+00.00

75+50.00

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

880

.87

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

80.5

7

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

880

.87

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

880

.57

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

882

.46

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

82.1

6

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

882

.46

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

882

.16

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

879

.21

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

78.9

1

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

879

.21

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

878

.91

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

881

.90

Gra

de

Brea

k O

ffset

: 33.

00' R

Elev

= 8

81.6

0

Gra

de

Brea

k O

ffset

: 0.0

0'El

ev =

881

.90

Gra

de

Brea

k O

ffset

: -33

.00'

LEl

ev =

881

.60

SCALE

DRAWN BY

ISSUE DATE

GEC FILE NO.

SHEET NO.

RE

VIS

IO

NS

NO

.B

YD

AT

E

This docum


ation of G

eneral E

ngineering C

om

pany.

Neither this docum

ent nor the inform


either in w


eneral E

ngineering C

om

pany.

Gen

eral E

ng

in

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g C

om

pan

y

P.O

. B

ox 3

40

91

6 S

ilve

r L

ake

D

r.

Po

rta

ge

, W

I 5

39

01

60

8-7

42

-2

16

9 (O

ffice

)6

08

-7

42

-2

59

2 (F

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w.g

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in

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rin

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REVIEWED BY

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RO

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10

KCW

KDA

June 2016

0500-44D

C6.1

N

S

EW


\CAD

0500-44D

\2_CIVIL\Source D

raw


-FG

.dw

g, 6/9/2016 3:36:34 PM

,

1:1

GRAVEL

PLUG SUMP BOTTOM WITHCONCRETE IF MANHOLEIS TO BE CONSTRUCTEDIN GROUNDWATER

12"

24" DIA. OR SQDRAIN SUMP

MIN 5 CU FT OF #2 STONE

8"

COMBINATION AIR VALVE AS

PER SPECIFICATION

2" RIGID STYROFOAMATTACH WITH MASTIC

STD MH STEPS16" O.C.

5' I.D.

24"MAX

ADJUSTING RINGS

NOTE:VENT MH TO BE LOCATED SOTHAT VALVE IS AT HIGH POINTIN LINE

NEENAH R-1668 MANHOLE FRAMEW/VENTED LID (OR EQUAL) USE NEENAH R-1500-B

CASTING MAY BEFLOCKHART FDY, OR EQUAL

CONCRETE CONE

STANDARD MANHOLESTEP 16" O.C.

24"

24" MAX

ADJUSTING RINGS REQ'DIN PAVED AREAS ONLY

4' ID FOR PIPES UP TO 12"5' ID FOR PIPES OVER 12"

NON-EXTRUDINGBITUMASTIC SEALER

MINIMUM 5 CU FTOF #2 STONE

12" PITCH BOTTOMTOWARD SUMP

3'

HARDWOOD BLOCKING12" DIA OR SQ

DRAIN SUMP

7' MINVARIES FLANGED

PLUG VALVE

STEEL REINFORCED PLASTICMANHOLE STEPS 16" O.C.OVER OUTGOING SEWERINVERT UNLESS OTHERWISENOTED ON PLANS.

FLEXIBLE RUBBER BOOT(SEE DETAIL)

TOP OFPRECAST

MANHOLEBENCH

16" O.C.

4'-0" I.D.CIRCULAR

ADJUSTING RINGS4"-6"

BUTYL RUBBERGASKET (TYPICAL)

24" MAX

24"

FLAT

AA

NOTE:BENCH SLOPE: MINIMUM OF 2" PER FOOT

4" MIN WHEN INTEGRALBASE IS USED

2/3 DIA., MIN 6"

A.)

B.)

A

B

SECTION A-A

TYPICAL MANHOLE INVERTS

TYPICAL MANHOLES

STANDARD VENT MH STANDARD VALVE MH STANDARD PRECAST MH

SECTION A-A SECTION B-B

TYPICAL LATERAL CONNECTIONS

SEWER MAINSBEDDING

(SEE DETAIL @TOP OF PAGE)

SEWER MAINS

BEDDING(SEE DETAIL @ TOP OF PAGE)

WYE

22 1/2° BEND

LATERAL AT MIN 1/8"& MAX 1/2" PER FOOT

THE 22 1/2° BEND MAY BEELIMINATED IF ADDITIONALSERVICE DEPTH IS NEEDED

TRACER WIRETERMINAL BOX

TRENCH WALLBEND 45°FOR 1:1 SLOPE22 1/2° FOR 2:1 SLOPE

LATERAL ATMIN 1/8" & MAX1/2" PER FOOT

TEE OR WYE

4" MIN INSIDE DIAMETER.LATERAL SHALL BE EQUALTO OR GREATER THANBUILDING DRAIN SIZE

USE OF RISERS GOVERNED BY BASEMENT DEPTH & LOCALCONDITIONS OR AS DIRECTED BY ENGINEER

LATERAL SHALL END AT PROPERTY LINE UNLESS OTHERWISEDIRECTED BY ENGINEER

DEPTH TO LATERAL & PROPERTY LINE SHALL NOT BE DEEPER THAN NECESSARYTO SERVICE PARCEL

ALL LATERALS TO BE 4" UNLESS OTHERWISE NOTED ON PLANS OR INSPECIFICATIONS

ALL HOUSE LATERAL CONNECTIONS SHALL BE CONSTRUCTED AS PER THISDETAIL UNLESS OTHERWISE SHOWN ON PLANS, OR WITH WRITTEN APPROVALOF THE ENGINEER

1.)

2.)

3.)

4.)

5.)

NOTES:

BACKFILL

BACKFILL

TREATED 4x4 POST UNLESSEXISTING LATERAL

WATERPROOF CAP

7' MINVARIES

SEWER LINE

EXTERNAL SCREWCLAMP BAND & SCREW

TO BE MADE OF 304NON-MAGNETIC

CORROSION RESISTANTSTAINLESS STEEL

PRECASTCONCRETEMANHOLESTRUCTUREFLEXIBLE NEOPRENE

RUBBER BOOT

INTERNAL EXPANDINGBAND MADE OF 304

NON-MAGNETIC,CORROSION RESISTANT

STAINLESS STEEL

4"

8"

FLEXIBLENEOPRENE

RUBBER BOOT

FORCEMAIN

45° MAX

A

A

SECTION A-A

ATTACH DROP TO MH WALLWITH STRAPPING ANCHOREDWITH MASONARY FASTENERS(MIN 2 STRAPS PER DROP)SHIM AS NECESSARY.

FIBROUS TUBE

FLEXIBLE PIPE TOMANHOLE SEAL

NOTES:1. F.L. OF DROP TO BE

SET AT SAMEELEVATION ASSPRING LINE OFMAIN.

2. PIPE DROP TO BESAME DIA ASINCOMING SEWERINCLUDING 24" DIA(SPECIAL DESIGNFOR GREATER THAN24" DIA.)

CLASS "D"CONCRETE

6"

2'"X"

FLEX PIPE TO MH FORCEMAIN TO MH OUTSIDE DROP TO MH

TYPICAL MANHOLE CONNECTIONS

6" MIN

OD/84" MIN

BEDDING

COVERMATERIAL

UNDISTURBEDMATERIAL

D

PIPE DIA + 12" MIN

PIPE OD3" CRUSHED STONE

REQUIRED IN WETTRENCH @ NO EXTRA

COST TO OWNER

BEDDING AND COVER MATERIAL:CLASS B: CRUSHED STONE OR GRAVELCONFORMING TO FOLLOWING GRADATION:

SIEVE SIZE % PASSING BY WEIGHT 1" 100 3/4" 90-100 3/8" 20-55 NO. 4 0-10 NO. 8 0-5

CLASS C: EXCAVATED COARSE-GRAINEDSOILS, TYPES GW, GP, SW, SP GM, GC, SM,AND SC; CLASS B BEDDING; OR PIT RUNSAND.

INSTALLATION:PLACE AND COMPACT BEDDING ANDCOVER IN MAXIMUM 6" LAYERS. WORKMATERIAL IN AND AROUND PIPE BY HAND TOPROVIDE UNIFORM SUPPORT.

TYPICAL PIPE BEDDING

RIGID PIPE

6" MIN

4"-6"

HAUNCHING

PIPE DIA + 24" MIN

COVER

SPRING LINE

BEDDING

PIPE OD3" CRUSHED STONEREQUIRED IN WET TRENCH @NO EXTRA COST TO OWNER

D

BEDDING AND COVER MATERIAL: CLASS IA: CRUSHED STONE OR GRAVEL CONFORMING TO FOLLOWING GRADATION: SIEVE SIZE % PASSING BY WEIGHT 1" 100 3/4" 90-100 3/8" 20-55 NO. 4 0-10 NO. 8 0-5CLASS IB: CRUSHED STONE OR GRAVEL CONFORMING TO FOLLOWING GRADATION: SIEVE SIZE % PASSING BY WEIGHT 1/2" 100 3/8" 85-100 NO. 4 10-30 NO. 8 0-5CLASS II: SAND, GRAVELS, AND SAND-GRAVEL MIXTURES WITH LITTLE OR NO FINES. SOILTYPES GW, GP, SW, AND SP.CLASS III: SANDS, GRAVELS, AND SAND-GRAVEL MIXTURES WITH FINES. SOIL TYPES GM, GC,SM, AND SC.

INSTALLATION:PLACE AND COMPACT BEDDING AND COVER IN MAXIMUM 6" LAYERS. WORK MATERIALIN AND AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. COMPACT CLASS IBWITH HAND TAMPER OR VIBRATORY COMPACTOR TO 85% STANDARD PROCTOR,COMPACT CLASS II WITH VIBRATORY COMPACTOR TO 85% STANDARD PROCTOR,COMPACT CLASS III WITH VIBRATORY COMPACTOR TO 90% STANDARD PROCTOR.

FLEXIBLE (PVC) PIPE

VARIES

STEEL T-POST

VALVE BOXFOR WATERMAIN VALVE.STAMP "SEWER"ON COVER

TAPE TRACERWIRE TO PVC PIPE

PVC FORCE MAIN ORLATERAL

PROVIDE A MIN.OF 2' OFADDITIONAL WIREAT THE END OF THETRACER WIRE INTHE TERMINAL BOX.

PROVIDE CLIP INTERMINAL BOXTO HOLD ENDOF TRACER WIRE

TRACERWIRE

TRACER WIRE

TERMINAL BOX

5" 24" 5"

34" MIN

2",3" OR 4"

BUTYL RUBBER SEALANT(TYPICAL)

PRECAST CONCRETEMANHOLE SECTIONS

16",32", OR 48"

MH FRAME & COVER

MORTAR

BACK PLASTER ADJUSTING RINGSWITH CEMENT MORTAR FROMCONE SECTION TO CAST IRON

MANHOLE FRAME. TAPERMORTAR, SMOOTH TO PREVENT

FROZEN EARTH FROM LIFTINGRINGS & FRAME

NOTES:1. O.D. OF ADJUSTING RING TO BE

LESS THAN O.D. OF CONE TOP.2. O.D. OF FRAME TO BE LESS THAN

O.D. OF ADJUSTING RING.3. ADJUSTING RINGS TO BE

REINFORCED WITH A MINIMUMOF ONE LINE OF STEELCENTERED WITHIN RING

INTERIOR MANHOLE SEALWITH RUBBER SLEEVEAND STAINLESS STEELEXPANSION BANDS.

MANHOLE FRAME & COVER;NON - ROCKING SELF - SEALINGCOVER WITH CONCEALEDPICKHOLES; NEENAH R-1500WITH TYPE B LID OR EQUAL.

22"

33"

1.5"

CONCEALEDPICKHOLE

CONTINUOUSGASKET

20"

FRAME AND JOINT SEALING DETAIL

INTERIOR MHSEAL.

SEAL FRAME TO MH WITHTWO ROWS OF BUTYL ROPE.

ATTACH FRAME WITHCONCRETE ANCHORS.

WATERTIGHT MANHOLEFRAME w/ BOLTED LID,NEENAH R-1915-H OR EQUAL.

MAIN SEWER

MAIN SEWER

NOTES:1. MINIMUM DESIGN LIVE LOAD SHALL BE A

SINGLE CONCENTRATED LOAD OF 300 LBS.VERTICALLY AND 200 LBS. PULL OUT.

2. STEPS MUST BE EQUALLY SPACED VERTICALLYIN THE ASSEMBLED MANHOLE AT AMAXIMUM DESIGN DISTANCE OF 16" APART.

3. STEPS SHALL BE FABRICATED OF COPOLYMERPOLYPROPYLENE THAT ENCAPSULATES ADEFORMED 1/2" GRADE 60 REINFORCINGROD.

TYPICAL STEP DETAIL

TYPICAL FRAME & COVER WATERTIGHT MANHOLE DETAIL

MARK OUTLINE OF HOLE ON PIPE WITH TEMPLATEUSE KEYHOLE OR SLOW SPEED SABER SAW TO CUT HOLE, DO NOT STARTHOLE WITH A HAMMER !APPLY PRIMER & CEMENT LIBERALLY TO CLEAN DRY SURFACE OF PIPE &UNDERSIDE OF SADDLEIMMEDIATELY PLACE SADDLE ON PIPE & PROCEED TO TIGHTEN THE TWOSTAINLESS STEEL BANDS AROUND PIPE

EXTERNAL SCREW CLAMP BAND &SCREW TO BE 304 NON - MAGNETICCORROSION RESISTANT STAINLESS STEEL

PREFORMED SADDLESOLVENT WELD TO MAIN 1.)

2.)

3.)

4.)

SADDLE INSTALLATION:

STANDARD PIPE SADDLE FOR WYE SERVICE CONNECTION TO SEWER

AS NOTED

SCALE

DRAWN BY

DATE

GEC FILE NO.

SHEET NO.

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0500-44D

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RIP RAP AT PIPE DISCHARGE

5DOR AS NOTED ON PLANS

W + 4'OR AS

NOTED ONPLANS

W, END SECTIONWIDTH

D, PIPEDIAMETER

RIP RAP

START RIP RAP ATMID-POINT OFEND-SECTION

RIP RAPCLASS

123

d, DEPTH9"

18"27"

4 36"

WIS DOTRIP RAP

--LIGHT

HEAVYEXTRA HEAVY

EQUIVALENT

FLOWLINE

GEOTEXTILE d, DEPTH OF RIP-RIP

6" MIN.-12" MAX.

RIP RAP

A

SECTION A-A

PLAN VIEW

A

RCP PIPE

1/2" DIA. BOLTS

10 GAUGE STRAPS

6" CENTER

NOTE:

1. HDPE OR PVC PIPE SHALLUTILIZE CMP ENDWALLS.

3" CRUSHED STONE REQUIRED IN WETTRENCH @ NO EXTRA COST TO OWNER

UNDISTURBED MATERIAL

COVER MATERIAL

PIPE DIA + 12" MIN

PIPE OD

OD/84" MIN

6" MIN

BEDDING

DSPRING LINE

BEDDING AND COVER MATERIAL:

CLASS IA: CLEAN, ANGULAR CRUSHED STONE, CRUSHED ROCK, OR CRUSHEDGRAVEL CONFORMING TO THE FOLLOWING GRADATION:

SIEVE SIZE % PASSING BY WEIGHT 1" 100 3/4" 90-100 3/8" 20-55 NO. 4 0-10 NO. 8 0-5

CLASS IB: CLEAN, ANGULAR CRUSHED STONE, CRUSHED ROCK, OR CRUSHEDGRAVEL CONFORMING TO THE FOLLOWING GRADATION:

SIEVE SIZE % PASSING BY WEIGHT 1/2" 100 3/8" 85-100 NO. 4 10-30 NO. 200 0-5

CLASS II: CLEAN COARSE-GRAINED SOILS CLASSIFIED IN ASTM D2487 AS GW, GP,SW, SP.

CLASS III : COARSE-GRAINED SOILS WITH FINES CLASSIFIED IN ASTM D2487 AS GM,GC, SM, SC.

INSTALLATION:PLACE 4" OF BEDDING MATERIAL BENEATH PIPE. PLACE BEDDING MATERIALAROUND THE PIPE TO THE SPRING LINE. WORK THE MATERIAL IN AND AROUNDTHE PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. PLACE COVER MATERIALCAREFULLY TO A LEVEL 6" ABOVE THE PIPE.

RIGID PIPE BEDDING (RCP)

26'

11'2' 11'

4:1 MAX 4:1 TYP

2%2%

4:1 TYP 4:1 MAX

2'

INFILTRATION TRENCH

3 1/2" ASPHALTIC CONCRETE,1 3/4" BINDER COURSE1 3/4" SURFACE COURSE

4% SLOPE TYPICALFOR SHOULDER

8" CRUSHED AGGREGATE BASE

TYPICAL 26' RURAL STREET SECTION - 2% CROWN

180° TO CLOF 4" ORIFICE

POND OUTLET STRUCTURE36" PIPE ON ENDNEENAH R-4349-D IN-BELL GRATE

12" DIAHDPE @ 0.5%

850.00'

GROUT ORPRECAST BOTTOM

PROPOSED TOPENGINEERED SOIL ELEV.

5'

1~4" DIA ORIFICE 848.00'

843.00'

36"

851.5' TOP OF POND ELEVATION4' 1'

12" DIAHDPE @ 0.5%

GRAVEL BASE

4:1 4:1

ENGINEERED SOIL*MIX SHALL BE 75% SAND, 25% COMPOST

NATIVEMATERIAL(LOAM)

2" DOUBLESHREDDED

MULCH

GEOTEXTILEFABRIC

848.50'

3'

ELEV. 848.00'

EXTEND 12"-18"

2'

36" ON END

4:1 4:1

ENGINEERED SOIL*MIX SHALL BE 75% SAND, 25% COMPOST


2" DOUBLESHREDDED

MULCH

GEOTEXTILEFABRIC

3'

ELEV. 878.00'

EXTEND 12"-18"

2'

36" ON END

180° TO CLOF 4" ORIFICE

POND OUTLET STRUCTURE36" PIPE ON ENDNEENAH R-4349-D IN-BELL GRATE

12" DIAHDPE @ 0.5%

880.50'

GROUT ORPRECAST BOTTOM

PROPOSED TOPENGINEERED SOIL ELEV.

5'

1~4" DIA ORIFICE 878.00'

873.00'

36"

881.5' TOP OF POND ELEVATION4' 1'

12" DIAHDPE @ 0.5%

GRAVEL BASE

878.50'WEST BIORETENTION DEVICE

EAST BIORETENTION DEVICE


3'

GEOTEXTILEFABRIC

TYPICAL END-SECTION GRATE

3'

3" WASHED STONE

AS NOTED

SCALE

DRAWN BY

DATE

GEC FILE NO.

SHEET NO.

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JUNE 2016

0500-44D

C7.1

Addendum

1

1K

CW

7/5/16

BIOFILTRATION BASIN NOTES:

1. RUNOFF SHALL NOT BE ALLOWED IN THE BASIN UNTIL AFTER THE TRIBUTARY AREA IS STABILIZED.2. CONSTRUCTION OF THE BASIN SHOULD ONLY OCCUR DURING SUITABLE SITE CONDITIONS - IF CONSTRUCTION OF

THE BASIN OCCURS DURING SATURATED SOIL CONDITIONS, THE SOIL IN THE DEVICE COULD BE UNNECESSARILYCOMPACTED.

3. COMPACTION OF THE SOILS USED FOR THE BIORETENTION DEVICE MUST BE AVOIDED - HEAVY EQUIPMENT SHOULDNOT BE USED IN THE CONSTRUCTION OF THE BASIN.

4. THE ENGINEERED SOIL SHALL BE PREMIXED PRIOR TO PLACEMENT AND DRY ENOUGH TO PREVENT CLUMPING ANDCOMPACTION.

5. THE BASIN SHALL BE MULCHED BEFORE THE PLANTING OF THE VEGETATION IN ORDER TO PREVENT COMPACTION.6. THE MATERIALS USED FOR THE ENGINEERED SOIL SHALL COMPLY WITH WISCONSIN DNR TECHNICAL STANDARD

1004.7. LIVE PLANT PLUGS GROWN TO AT LEAST 1.25" x 1.25" x 2.25" IN POTS SHALL BE PLANTED AT 1' ON CENTER

THROUGHOUT THE PLANTING AREA.8. PLANTS SHALL BE NATIVE PLANTS AS SPECIFIED BY AGRECOL OR OTHER APPROVED NURSERY.

SEE BASIN NOTES TO LEFT



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DITCH EROSION CONTROL

TRACKING PAD

FRONT VIEW

NOTE:STONE CULVERT PROTECTION SHOWN TO BEUSED FOR CULVERTS UP TO 18" IN DIAMETER.CONSULT ENGINEER FOR MODIFICATIONSFOR >18" DIAMETER CULVERTS.

2

1FLOW

DIRECTIONCULVERT

ENDWALL

FLOW DIRECTIONCULVERT

STONE CULVERT PROTECTION

FOLD3" MAX.

3'MAX

FLOW DIRECTIO

N

FLOW DIRECTION

3.

2.

WOOD POST SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OF OAK OR HICKORY.

MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH AND COMPACT WITH EXCAVATED SOIL.TRENCH SHALL BE A MINIMIUM OF 4" WIDE BY 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC, FOLD

ENGINEER.HORIZONTAL BRACE WITH 2" X 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POST AS DIRECTED BY THE1.

NOTES:

WHEN REQUIRED BY ENGINEER

3

SILT FENCE

2'±

STONE DITCH CHECK

50' MIN.

10'

10'

MA

TCH

EGRE

SS W

IDTH

IMPR

OV

ED S

TREE

T

3'

5:1 5:1

NOTE:MAINTAIN THE ROCK ENTRANCE TOPREVENT TRACKING ONTO PAVEMENT

A A

3" - 6" CLEAR STONE, ALL MATERIALTO BE RETAINED ON 3" SIEVE.MIN. 12" THICK

GEOTEXTILE MATERIAL(WIS DOT TYPE-R) 6" HIGH BERM

EXISTINGPAVEMENT

GEOTEXTILEFABRIC

EXCESSFABRIC

TIE BACK BETWEENFENCE POST

AND ANCHOR

GEOTEXTILE FABRIC ONLY

BACKFILL AND COMPACT TRENCHWITH EXCAVATED SOIL

WOOD POSTLENGTH 4' MIN.

2' MIN. DEPTH INGROUND

ATTACH THE FABRIC TO THEPOST w/WIRE STAPLES ORWOODEN LATH AND NAILS

NOTE:8' POST SPACING ALLOWED IF AWOVEN GEOTEXTILE FABRIC IS USED.

SUPPORT CARD

GEOTEXTILE FABRIC

FLOW

PLAN

SECTION A-A

A A

PLAN

STEEL FENCE POSTSRIP RAP

20 GA. POULTRY NETTING

SECTION A-A

POULTRY NETTING20 GAUGE, GALVANIZED

STEEL FENCE POSTS

STEEL FENCE POSTS

1"-2" WASHED STONE

TRENCH DETAIL

TIE BACK DETAIL

FENCE POST

ANCHOR

2

3'MAX

3'MAX

3'MAX

SECTION

1.5' MINIMUM

SOD OR EROSION MAT.SEE SPECIFICATIONSFOR REQUIREMENTS

9"

A

A

3'

6' TYP.

2'

EXTEND GEOTEXTILE 6'FROM TOE OF CHECK

4'4'

10'

18"

18"

6"

21

1

3

* "V" DITCH IS SHOWN HERE. SEE CIVIL PLANS FOR DITCH SECTION.

FLOW DIRECTION

SECTION A-A

DITCH SECTION *

KEY RIP RAP 6" INTOEXISTING GROUND

3/8"-3/4" WASHED STONE6" THICK, TYP.

WELL GRADEDANGULAR STONEWITH A D50 OF 3"

GEOTEXTILE

WELL GRADEDANGULAR STONEWITH A D50 OF 3"

GEOTEXTILE

13.5' 3' 13.5' 4'

4.5'

3

1

VARIES

1

PROPOSED GROUND

SWALE

FLOW DIRECTION

SOIL BERM

AS NOTED

SCALE

DRAWN BY

DATE

GEC FILE NO.

SHEET NO.

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Documents

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