01_Civil.pdf

W A

W A

W A

W A

W A

W A

CP11

W

V

W V

D

S

T

P

E

D

D

S

P

O

S

T

B

B B

B B

B B B

B B

B B

B

D

S

D

S

B1

D

S

D

S

S

I

G

N

W

V

W

V

SIGN

2"

W

V

S

MH SAN

RIM = 857.80

P

O

S

T

B

B B

B

B

B

B

B

B

B B

T

P

E

D

C

O

C B

SQUARE INLET

RIM = 857.34

S

MH SAN

RIM = 857.79

B

B

B

C

G

M

A

C

G

M

B

B

E S

P

B

B

B

EPED

14"

CP13

TRANS

CP12

6" VCP SW=852.99

6" VCP SE=852.99

6" VCP NW=852.05

6" VCP SE=852.05

8" RCP NW=852.44

12" RCP SE=852.44

6" PVC SW=853.39

W

V

CURB INLET

RIM = 857.29

B404 OPERATIONS

FFE=859.84

B400

FFE=858.4

B406

FFE=858.7

859.5

858.5

859.5

T

D

MH STO

RIM = 859.30

12" PVC N=854.00

12" RCP S=853.90

GENERATOR

BORING LOG

(SEE 12/C-501)

SIDEWALK

TOWER

CONCRETE

PATIO

SIDEWALK

ASPHALT

ASPHALT

LANDSCAPE

STONE

TURF

TURF

TURF

TURF

TURF

LANDSCAPE

STONE

TOWER

EXISTING

GATE

CHILLER

SOIL BORINGS

POINT #

B1

ELEVATION

858.25

NORTHING

504094.757

EASTING

834356.819

SURVEY CONTROL DATA

POINT #

CP10

CP11

CP12

CP13

DESCRIPTION

CP CL-MHC

CP SE-ANCHOR-BOLT

CP O-IN-CO

CP CL-WV

ELEVATION

856.71

858.87

857.78

857.66

NORTHING

504333.658

504216.794

504055.296

504173.833

EASTING

834378.236

834299.954

834398.894

834602.230

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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SURVEY DATA:

SURVEY DATE(S)

JUNE 10 & 14, 2016

COORDINATE SYSTEM DANE COUNTY

VERTICAL DATUM USGS NAVD 88

CONTROL SOURCE WISCORS

SURVEY UNITS US SURVEY FOOT

EXISTING SITE PLAN NOTES:

1. CONTOUR INTERVALS SHOWN ARE 0.5'.

2. PRIVATE SUBSURFACE UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON GROUND

MARKINGS PLACED BY CLIENT REPRESENTATIVE. MARKINGS MAY NOT BE BY BENEFIT OF

SUBSURFACE DETECTING INSTRUMENTS AS SOME WERE MARKED PER PERSONNEL BEST

RECOLLECTION.

3. PUBLIC SUBSURFACE UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON GROUND

MARKINGS PLACED BY DIGGERS HOTLINE. DIGGERS HOTLINE DOES NOT GUARANTEE THE

PRECISION OF THEIR MARKINGS. IN ACCORDANCE WITH WISCONSIN LAW, SUBSURFACE

UTILITIES MUST BE EXPOSED VIA HAND DIGGING BEFORE MACHINE DIGGING IS

PERMISSABLE. UTILITY LOCATION MARKINGS ARE VALID FOR ONLY 10 DAYS.

CONTRACTOR MUST ORDER NEW UTILITY LOCATE PRIOR TO ANY EXCAVATION.

4. SANITARY SEWER AND STORM SEWER LOCATIONS HAVE BEEN DETERMINED BY

OBSERVABLE SURFACE STRUCTURES AND RESPECTIVE FEATURES. INTERMEDIATE PIPE

LOCATIONS ARE APPROXIMATE AS ACCURATE LOCATIONS WERE NOT AVAILABLE AT TIME

OF SURVEY.

5. CONTROL POINTS AND BENCHMARKS SHOWN HEREON ARE FOR REFERENCE PURPOSES

ONLY. PRIOR TO STAKING, THE CONTROL MUST BE INDEPENDENTLY VERIFIED AS

UNDISTURBED. NO WARRANTY IS MADE WITH RESPECT TO THE ACCURACY OF CONTROL

SHOWN HEREON AS THEY ARE SUBJECT TO POTENTIAL DISTURBANCE.

LEGEND:

BENCHMARK

BOLLARD

CONTROL POINT

CLEANOUT, SANITARY OR STORM

DOWNSPOUT

ELECTRICAL / COMMUNICATIONS PEDESTAL

ELECTRICAL TRANSFORMER BOX

ELECTRICAL SERVICE PANEL

ELECTRICAL HANDHOLE/PULLBOX

FIRE HYDRANT

GAS METER

GUY WIRE

INLET, CURB

INLET, ROUND

INLET, SQUARE

LIGHT POLE (SINGLE)

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELECOMMUNICATIONS

POWER POLE

SIGN (SINGLE POST)

SOIL BORING

TREE, DECIDUOUS

TREE, CONIFEROUS

WATER VALVE

GAS

ELECTRIC, UNDERGROUND

EXISTING CONTOUR LINES

FENCE

FIBER OPTIC CABLE

SANITARY SEWER

STORM SEWER / CULVERT

SWALE

TELEPHONE

TV CABLE

WATER

ABANDONED WATER

B

CO

DS

TRANS

ESP

E

GM

CB

CB

E

S

D

C

W V xxx.x xxx.x

W\\A//

C-021

EXISTING SITE PLAN

KSF

CAJ

LGK

V

C

W V

D

S

T

P

E

D

D

S

P

O

S

T

B

B B

B B

B B B

B B

B B

B

D

S

D

S

D

S

D

S

S

I

G

N

W

V

W

V

SIGN

2"

W

V

S

P

O

S

T

B B

T

P

E

D

C

O

C B

S

B

B

B

C

G

M

G

M

B

B

TRANS

W

V

B404 OPERATIONS

FFE=859.84

B400

FFE=858.4

B406

FFE=858.7

859.5

858.5

859.5

T

D

W

V

NEW ADDITION

NEW ADDITION

C

O

B404 OPERATIONS

FFE=859.84

B

TOPSOIL,

SEED AND MULCH

PROTECT TRANSFORMER

12.0'

EXISTING

ASPHALT

TOPSOIL,

SEED AND MULCH

INLET PROTECTION

(SEE 9/C-501)

CONCRETE

ASPHALT

SEE NOTE 9

SEE NOTE 9

SSSSSSSSSSSSSS

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S S

S S

S S

S S

S S

S S

SILT FENCE

(SEE 10/C-501)

SILT FENCE

(SEE 10/C-501)

6" HIGH CLEAR

STONE BERM

(SEE 5/C-501)

SILT FENCE

(SEE 10/C-501)

TOPSOIL,

SEED AND MULCH

LANDSCAPE STONE

LANDSCAPE STONE

NO STOCKPILES

NO STOCKPILES

LANDSCAPE STONE

LANDSCAPE STONE

TOPSOIL,

SEED AND MULCH

LANDSCAPE STONE

LANDSCAPE STONE

LANDSCAPE STONE

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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C-031

EROSION CONTROL

PLAN

KSF

CAJ

LGK

LEGEND:

ASPHALT

CONCRETE

TOPSOIL, SEED AND MULCH

INLET PROTECTION

CLEAR STONE BERM

SILT FENCE

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

SSSSSSSSSSSSSSS

xxx.x xxx.x xxx(.xx) xxx(.xx)

EROSION CONTROL PLAN NOTES:

1. CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL SHALL COMPLY

WITH THE REQUIREMENTS OF THE WISCONSIN DEPARTMENT OF NATURAL

RESOURCES.

2. ALL EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD

CONDITIONS.

3. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY

GRADING OR DISTURBANCE OF SURFACE MATERIAL.

4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL

MEASURES AS NEEDED.

5. EROSION AND SEDIMENT CONTROL SHALL BE INSPECTED WEEKLY AND

WITHIN 24 HOURS OF ANY RAIN EVENT OF 0.5-INCHES OR MORE IN A 24

HOUR PERIOD. A LOG OF ALL INSPECTIONS SHALL BE MAINTAINED

THROUGHOUT THE DURATION OF THE PROJECT.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL OF

ALL SEDIMENT LEAVING THE SITE. EROSION CONTROL MEASURES SHALL

BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. THE

CONTRACTOR SHALL SWEEP THE DRIVES ACCESSING THE APRON AT

LEAST ONCE PER DAY AND HAVE SWEEPING EQUIPMENT AVAILABLE AT ALL

TIMES DURING CONSTRUCTION.

7. EROSION CONTROL MEASURES SHALL BE MAINTAINED BY THE

CONTRACTOR UNTIL THE SITE IS FULLY STABILIZED.

8. CONFORM WITH SPECIFICATION 31 23 19 FOR DEWATERING DISCHARGE

REQUIREMENTS.

9. CONTRACTOR SHALL IMMEDIATELY SWEEP OR USE VACUUM EQUIPMENT

TO REMOVE ANY SEDIMENT THAT REACHES THE PAVEMENT NEAR THE

FLIGHT APRON.

10. GROUNDWATER IS 5 TO 6 FEET BELOW GRADE. IF DEWATERING IS

REQUIRED, CONTRACTOR SHALL SECURE PERMITS AND FOLLOW STATE

AND LOCAL REGULATIONS.

//SS////SS//

V

W V

D

S

T

P

E

D

D

S

P

O

S

T

B

B B

B B

B B

B B

B B B

B

D

S

D

S

D

S

D

S

S

I

G

N

W

V

W

V

SIGN

2"

W

V

S

P

O

S

T

B

B B

B

B

B

B

B

B

B B

T

P

E

D

C

O

C B

S

B

B

B

C

G

M

A

C

G

M

B

B

E S

P

B

B

B

EPED

14"

TRANS

6" VCP SW=852.99

6" VCP SE=852.99

W

V

B404 OPERATIONS

FFE=859.84

B400

FFE=858.4

B406

FFE=858.7

T

D

PROTECT TOWER

REMOVE AND REPLACE SIDEWALK

PROTECT SIDEWALK

PROTECT TOWER

REMOVE LANDSCAPE STONE

REMOVE CONCRETE PATIO

REMOVE TREES (3)

GENERATOR TO BE

RELOCATED BY OTHERS,

REMOVE CONCRETE PAD AND

PROPERLY ABANDON

ELECTRICAL

REMOVE CHILLER EQUIPMENT

(SEE MECHANICAL)

SAW CUT, AND REMOVE

ASPHALT PAVEMENT

COORDINATE WITH UTILITY

TO REMOVE PEDESTAL

SALVAGE SIGNS

REMOVE AC UNIT

(SEE MECHANICAL)

REMOVE

CURB

12.0'30.0'

8.0'

REMOVE LANDSCAPE STONE

REMOVE EXISTING

6" VCP SANITARY LATERAL

REMOVE LANDSCAPE STONE

EXCAVATE FOR

BUILDING ADDITION

EXCAVATE FOR BUILDING

ADDITION

REMOVE AND REPLACE SIDEWALK

REMOVE AND REPLACE SIDEWALK

REMOVE BOLLARDS (5)

REMOVE LANDSCAPE STONE

10.0'

REMOVE LANDSCAPE STONE

REMOVE BOLLARDS (3)

5.0'

EXISTING SANITARY PIPE TO REMAIN

REMOVE AND REPLACE SIDEWALK

PROTECT TRANSFORMER

AND (2) BOLLARDS

REMOVE LANDSCAPE STONE

SALVAGE EXISTING

GATE

EXISTING BOLLARDS

TO REMAIN

REMOVE BOLLARDS (4)

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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H C

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LEGEND:

REMOVE

REMOVE SANITARY SEWER

ASPHALT REMOVAL AND REPLACEMENT

CONCRETE REMOVAL

REMOVAL PATTERN

//SS//

C-041

SITE REMOVALS PLAN

KSF

CAJ

LGK

SITE REMOVALS PLAN NOTES:

1. FULL DEPTH PERPENDICULAR SAW CUT CONCRETE SIDEWALKS,

CONCRETE CURB AND GUTTERS, AND ASPHALT PAVEMENT AT LIMITS

OF REMOVALS. SIDEWALK LIMITS OF REMOVAL SHOULD BE

EXTENDED TO NEAREST JOINT AND CLEANLY SAW CUT.

V

C

W V

T

P

E

D

P

O

S

T

B

B B

B B

B B

B B

B B B

B

B1

S

I

G

N

W

V

W

V

SIGN

2"

W

V

S

P

O

S

T

B B

T

P

E

D

C

O

C B

S

B

B

B

C

G

M

G

M

B

B

TRANS

W

V

B404 OPERATIONS

FFE=859.84

859.5

858.5

859.5

T

D

BORING LOG

(SEE 12/C-501)

W

V

NEW ADDITION

NEW ADDITION

C

O

B404 OPERATIONS

FFE=859.84

B

SS SS SS

PROTECT TOWER

CONCRETE SIDEWALK

(SEE 3/C-501)

PROTECT SIDEWALK

PROTECT

TOWER

PROTECT EXISTING TRANSFORMER

30.0'

8.0'

8.0'

17.8'

ASPHALT PAVEMENT

(SEE 1 AND 2/C-501)

CONCRETE SIDEWALK

(SEE 3/C-501)

BOLLARD

(SEE 4/C-501)

CONCRETE SIDEWALK

(SEE 3/C-501)

EXISTING

ASPHALT

STOOP WITH STEPS

(SEE STRUCTURAL)

857.56

MATCH EX

857.66

MATCH EX

857.82

MATCH EX

857.78

MATCH EX

M

A

T

C

H

E

X

M

A

T

TURF

ASPHALT

TURF

M

A

T

M

A

T

M

A

T

M

A

T

M

A

T

M

A

T

M

A

T

7.0'

8.0'

M

A

T

CONCRETE STOOP

(SEE STRUCTURAL)

MECHANICAL EQUIPMENT

(SEE MECHANICAL)

.0

CONCRETE SIDEWALK

(SEE 3/C-501)

CONCRETE STOOP

(SEE STRUCTURAL)

CONCRETE STOOP

(SEE STRUCTURAL)

CONCRETE STOOP

(SEE STRUCTURAL)

MECHANICAL EQUIPMENT

(SEE MECHANICAL)

MATCH TO

EXISTING SIDEWALK

M

A

T

M

A

T

30.0'

M

A

T

M

A

T

M

A

T

-1.08%

858.6

858.00

858.00

R8.0'

R

CURB

BOULDERS

(SEE L-101)

-6.17%

-8.33%

-2.00%

CONCRETE PATIO

(SEE ENLARGEMENT)

(SEE 3/C-501)

31.0'

12.0'

R5.0'

R

16.4'

9.8' 13.0'

M

A

T

CONCRETE

REINSTALL

SALVAGED GATE

ASPHALT PAVEMENT

CONCRETE STOOP

(SEE STRUCTURAL

6.0'

1.0'

3.0'

4.0'7.0'2.0'5.0'2.0'7.0'5.0'

1.0'

1.0' 31.0'

5.6'

6.8'

5.8'

8.0' 4.0'

4.0' 4.0'

4.0' 2.2'

STEP

STEP

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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H C

A D

C

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May 4, 2017

XGFG132020

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05/04/17 TYPE B3

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00 10 20

C-101

SITE PAVEMENT AND

GRADING PLAN

KSF

CAJ

LGK

LEGEND:

ASPHALT

CONCRETE

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

FINISHED / PROPOSED SPOT ELEVATION

xxx.x xxx.x xxx(.xx) xxx(.xx)

CONCRETE PATIO JOINTING LAYOUT

ISOMETRIC

PLAN

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

NOTE:

X = ISOLATION JOINT

X

X

18"

6" HIGH CURB

PATIO

STEP

SIDEWALK RAMP

CONCRETE STOOP

(SEE STRUCTURAL)

1. PLACE WOVEN WIRE STEEL FABRIC REINFORCEMENT (W4 AT 6" C-C EACH WAY) AT

CENTER OF PATIO CONCRETE SLAB

2. ISOLATION JOINT SHALL CONSIST OF 1/2" THICK ASPHALT TREATED CELLULOSE FIBER

BOARD SET 1/4" TO 3/8" BELOW TOP OF CONCRETE SLAB. COVER TOP OF ISOLATION

BOARD WITH SILICONE SEALANT TO MATCH TOP OF CONCRETE.

CONCRETE PATIO GENERAL NOTES:

A

W A

W A

W A

W A

W A

W V

D

S

T

P

E

D

D

S

P

O

S

T

B

B B

B B

B B B

B B

B B

B

D

S

D

S

D

S

D

S

S

I

G

N

W

V

W

V

SIGN

2"

W

V

S

MH SAN

RIM = 857.80

P

O

S

T

B B

T

P

E

D

C

O

C B

SQUARE INLET

RIM = 857.34

S

MH SAN

RIM = 857.79

B

B

B

C

G

M

G

M

B

B

TRANS

6" VCP NW=852.05

6" VCP SE=852.05

8" RCP NW=852.44

12" RCP SE=852.44

6" PVC SW=853.39

W

V

CURB INLET

RIM = 857.29

B404 OPERATIONS

FFE=859.84

B400

FFE=858.4

B406

FFE=858.7

T

D

MH STO

RIM = 859.30

12" PVC N=854.00

12" RCP S=853.90

W

V

F

W

F

W

F

W

F

W

F

W

F

W

F

W

6'' FW

NEW ADDITION

NEW ADDITION

C

O

B404 OPERATIONS

FFE=859.84

B

SS SS SS

6" PVC SANITARY LATERAL,

MATCH EXISTING INVERT AT MANHOLE

CONNECT TO EXISTING 4" PIPE FROM BUILDING

P R

E V

I O

U S

Y

A

N D

O N

E D

6" VALVE

(SEE 6/C-501)

6" D.I. FIRE PROTECTION LATERAL

SANITARY CLEANOUT

(SEE 11/C-501)

P R

E V

I O

U S

Y

A

N D

O N

E D

SEE MECHANICAL

SEE MECHANICAL

EX 6" VCP SW=852.99

NEW 6" PVC SE=852.99

EXISTING 4" SANITARY PIPE

FROM BUILDING TO NEW

CLEANOUT TO REMAIN

5'-0"

LIVE TAP - COORDINATE WORK WITH BASE

CIVIL ENGINEERING AND CITY OF MADISON,

ANTICIPATE DEWATERING TO BE REQUIRED AND

FOLLOW ALL STATE AND LOCAL DEWATERING REQUIREMENTS

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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H C

A D

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3141300-141489.01

May 4, 2017

XGFG132020

ANGB NO.:

05/04/17 TYPE B3

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C-141

SITE UTILITIES PLAN

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LEGEND:

CLEANOUT, SANITARY

WATER VALVE

SANITARY SEWER

FIRE PROTECTION LATERAL

CO

W V

SS

6'' FW

ASPHALT PAVEMENT

(2-INCH BINDER, 2-INCH SURFACE)

SUBGRADE

BASE COURSE

NOT TO SCALE

ASPHALT PAVEMENT DETAIL

NOTE:

BOTTOM OF TRENCH SHALL BE THE PIPE O.D. PLUS 16-INCHES

EXCAVATED

MATERIAL

BEDDING PER THE

SPECIFICATIONS

UNDISTURBED SOIL

PIPE O.D.

NOT TO SCALE

WATERMAIN BEDDING DETAIL

SECTION

PERSPECTIVE

UNDISTURBED GROUND

GEOTEXTILE FABRIC

(SEE SPECIFICATION NOTES)

MINIMUM 8-INCH FABRIC IN A

4x4-INCH TRENCH OR A

4-INCH DEEP V-TRENCH,

TRENCH SHALL BE

BACKFILLED & COMPACTED

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FLOW

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2x2-INCH HARDWOOD

POST OR EQUIVALENT

TRENCH

GROUND

SURFACE

TWIST METHOD

HOOK METHOD

F L

O W

F L

O W

JOINING TWO LENGTHS OF SILT FENCE

SILT FENCE NOTES:

1. ENDS OF FENCE SHALL BE TURNED UPSLOPE 1 TO 2 FEET IN ELEVATION TO PREVENT FLANKING.

2. STAPLE FABRIC WITH MINIMUM 1/2-INCH STAPLES TO THE UPSLOPE SIDE OF THE POSTS.

3. FABRIC SHALL BE FROM A CONTINUOUS ROLL IF POSSIBLE. WHEN TWO SECTIONS OF FILTER

FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY EITHER THE HOOK METHOD

WHERE TWO FENCES ARE OVERLAPPED 2'-0" AND EACH FENCE END IS ANGLED TOWARD THE

FLOW DIRECTION FOR THE 2'-0" LENGTH OR THE TWIST METHOD WHERE THE ENDS OF THE TWO

FENCES ARE OVERLAPPED AND TWISTED 180° UNTIL TWO POSTS ARE TOGETHER.

4. 8'-0" POST SPACING ALLOWED IF A WOVEN FABRIC IS USED.

5. FOLLOW WISCONSIN DNR TECHNICAL STANDARD 1056.

GEOTEXTILE FABRIC SPECIFICATIONS:

1. GRAB STRENGTH: 120 LB. MIN. IN ANY PRINCIPAL DIRECTION (ASTM-D-1682)

2. MULLEN BURST: MIN. 200 P.S.I. (ASTM D-3786)

3. EQUIVALENT OPENING SIZE:

· BETWEEN 50 AND 140 FOR SOILS WITH MORE THAN 15 PERCENT BY WEIGHT PASSING A NO.

200 SIEVE.

· BETWEEN 20 AND 50 FOR SOILS WITH LESS THAN 15 PERCENT BY WEIGHT PASSING A NO.

200 SIEVE.

4. WATER FLOW RATE OF 10 GAL/MIN/SQ.FT. AT 50MM CONSTANT HEAD IS DETERMINED BY

MULTIPLYING PERMITTIVITY IN SEC-1 AS DETERMINED BY ASTM D-4491 BY A CONVERSION

FACTOR OF 74.

5. ULTRA VIOLET RADIATION STABILITY OF 90%.

6. FABRIC WITH SUPPORT NETTING SHALL BE REINFORCED WITH AN INDUSTRIAL POLYPROPYLENE

NETTING WITH A 3/4 INCH SPACING OR EQUIVALENT. A HEAVY DUTY NYLON TOP SUPPORT

CORD OR EQUIVALENT IS REQUIRED.

GEOTEXTILE

FABRIC

POST

POST

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

POST

GEOTEXTILE

FABRIC

POST

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2'

MAXIMUM

NOT TO SCALE

SILT FENCE DETAIL

SECTION

ASPHALT PAVEMENT

CRUSHED AGGREGATE

BASE COURSE

EXISTING ASPHALT PAVEMENT

EXISTING BASE COURSE

SAW CUT, APPLY TACK COAT

NOT TO SCALE

TRANSITION TO EXISTING

ASPHALTIC PAVEMENT DETAIL

2% SLOPE

NOT TO SCALE

CONCRETE SIDEWALK AND PATIO DETAIL

4" SEE PLAN FOR WIDTH 4"

5" THICK

4000 PSI CONCRETE

PLACE JOINTS 4' TO 6' APART

4" THICK GRANULAR FILL

NOTE:

BOTTOM OF TRENCH SHALL BE THE PIPE O.D. PLUS 16-INCHES

EXCAVATED

MATERIAL

BEDDING PER THE

SPECIFICATIONS

UNDISTURBED SOIL

PIPE O.D.

NOT TO SCALE

PVC PIPE BEDDING DETAIL

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VALVE AND VALVE BOX

AS SPECIFIED

GRADE

EXTENDED NUT,

IF REQUIRED

VALVE

WATER

MAIN

CONCRETE REACTION BLOCK

NOT TO SCALE

VALVE & VALVE BOX INSTALLATION DETAIL

DRAINAGE GRATE

GRATE FRAME

SEDIMENT &

DEBRIS

FILTERED

WATER

TRIM

OVERFLOW

BYPSS

5"

BELOW INLET

GRATE DEVICE

SECTION

ISOMETRIC

RETRIEVAL SYSTEM, TYP

OVERFLOW BYPASS, TYP

DRAINAGE GRATE

(RECTANGULAR GRATE SHOWN)

BELOW INLET

GRATE DEVICE

NOT TO SCALE

TYPE "B" INLET PROTECTION

#2 CLEAR STONE

GEOTEXTILE FILTER FABRIC, TYPE R

SECTION

NOT TO SCALE

CLEAR STONE BERM

NOTES:

1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL

SERVICE.

2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS).

3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE

COLLECTED MATERIAL.

4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).

GRADE

6"

CLEANOUT PLUG J.R. SMITH

SERIES 4280 OR EQUAL.

MECHANICAL COUPLING

CAST IRON

FROST SLEEVE

6" PIPE SAME MATERIAL AS SEWER.

SEWER

REFER TO PLAN

FOR TYPE, SIZE &

ELEVATION

COMPACTED CLEAR

STONE WITHIN

BIORETENTION

HEAVY DUTY

NEENAH R-6462-BH FRAME AND

LID WITH NEOPRENE GASKET

OR APPROVED EQUAL.

ENGINEERED SOIL

NOT TO SCALE

CLEANOUT DETAIL

NOT TO SCALE

BORING LOG

2'

FINISHED SURFACE

8-INCH DIAMETER GALVANIZED

STEEL PIPE, FILL WITH GROUT, DOME

TOP AND TROWEL SMOOTH

ENCASE BOLLARD POST IN CONCRETE,

DOME TOP AT FINISHED SURFACE AND

TROWEL SMOOTH

NOT TO SCALE

BOLLARD DETAIL

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

Mead and Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

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3141300-141489.01

May 4, 2017

XGFG132020

ANGB NO.:

05/04/17 TYPE B3

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SITE DETAILS

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