Drawings.pdf

PDF 5 MB Posted Jan 31, 2017

Attached to: Alter French Drain and Relocate Retaining Wall
Solicitation number: W912J2-17-R-0001
Issued by: Department of the Army Wisconsin Army National Guard

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EXHIBIT-B-Subcontractor-Consent.doc	DOC document	Feb 17, 2017
EXHIBIT-A-Past-Performance-Relevancy-Questionnaire.doc	DOC document	Feb 17, 2017
EXHIBIT-C-Past-Performance-References-Questionnaire.doc	DOC document	Feb 17, 2017
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Exhibit-D-Offorer-Bid-Schedule.xlsx	XLSX spreadsheet	Jan 31, 2017
EXHIBIT-B-Subcontractor-Consent.doc	DOC document	Jan 31, 2017
EXHIBIT-A-Past-Performance-Relevancy-Questionnaire.doc	DOC document	Jan 31, 2017
EXHIBIT-C-Past-Performance-References-Questionnaire.doc	DOC document	Jan 31, 2017
Specifications.pdf	PDF	Jan 31, 2017
W912J2-17-D-0001_Solicitation_Alter_French_Drain.pdf	PDF	Jan 31, 2017
W912J2-17-D-0001_Solicitation_Alter_French_Drain.pdf	PDF	Jan 27, 2017

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

E C

H C

A D

W G

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.

XGFG 092032

PROJECT NO.:

8/3/16 B-3 FINAL

T R

U A

I E

L D

N G

M A

D I S

O N

I S

C O

N S

U S

P F

O R

C O

N S

I N

A L T

N C

R A

I N

G-001

COVER SHEET

KSF

CAJ

LGK

USPFO FOR WISCONSIN

TRUAX FIELD ANGB

MADISON, WISCONSIN 53704

ALTER FRENCH DRAIN

Project Location Local Vicinity Map

Project Location

Sheet Index

ANG PROJECT NO. XGFG 092032

INTERSTATE 94

INTERSTATE 90

INTERSTATE 90/94

INTERSTATE 90

WISCONSIN

INTERSTATE 94

MADISON

STOUGHTON

COTTAGE

GROVE

MARSHALL

OREGON

FITCHBURG

BROOKLYN

BELLEVILLE

VERONA

Waubesa

Lake

Kegonsa

McFARLAND

MADISON

Mendota

MIDDLETON

WAUNAKEE

DANE

MONONA

M o n o n a

Lake

SUN PRAIRIE

DEFOREST

CAMBRIDGE

DEERFIELD

NORTH

TRUAX FIELD

ANGB

TAXIWAY "F"

SOUTH RAMP

T A

X I W

PIERSTORFF ST.

MITCHELL ST.

MILLER ST.

TYPE B-3 FINAL

PROJECT SITE

MAIN GATE

BASE CIVIL

ENGINEERING

OFFICE

B1210

Sheet Number Sheet Title

G-001 COVER SHEET

C-021 EXISTING SITE PLAN

C-041 SITE REMOVALS PLAN

C-101 SITE IMPROVEMENTS PLAN

C-121 GRADING AND EROSION CONTROL PLAN

C-501 DETAILS

C-502 DETAILS

S-101 CONCRETE RETAINING WALL

ROUND INLET

RIM = 862.33

TPED

W V

TRANS

ESP

W V

CURB INLET

RIM = 860.65

CURB INLET

RIM = 860.78

GOOSENECK DRAIN

BM1686

W V

MH SAN

RIM = 862.62

x x x x x x x x x x x x

ROUND INLET

RIM = 863.53

FFE=863.20

RUNNING

TRACK

S L O

FFE=863.82

BECKER ST

VAULT

ASPHALT

TURF

ASPHALT

TURF

ASPHALT

S T

E P

DOCK

FFE=867.82

S T

E P

FFE=863.16

FFE=863.2

R A

M P

B O

T T

O M

F F

G V

SOIL BORINGS

POINT #

ELEVATION

862.64

862.88

863.55

863.16

NORTHING

502998.371

503047.386

503005.647

502973.494

EASTING

834384.435

834516.258

834608.981

834668.865

SURVEY CONTROL DATA

POINT #

BM1686

CP1

CP2

CP3

CP4

CP5

CP6

DESCRIPTION

BM BURY-TAG

CP MAG

CP CL-WV

CP CL-MHE

CP CL-WV

CP MAG

CP CL-WV

ELEVATION

863.66

861.13

862.85

863.19

863.24

865.25

861.81

NORTHING

503079.183

503113.302

503008.264

503169.089

502984.865

502838.922

502811.240

EASTING

834435.586

834324.907

834445.302

834705.777

834501.481

834647.136

834782.569

CP1

CP2

CP3

CP4

CP5

CP6

ROUND INLET

RIM = 863.42

6" PVC INV=860.33

6" PVC SE INV=857.92

10" DI S INV=857.75

6" PVC S INV=860.12

12" RCP W INV=857.75

12" RCP E INV=857.13

10" SE INV=857.33

15" DI NW INV=857.03

24" RCP E /W INV=857.34

MH DRAINAGE

RIM = 861.09

12" S INV=857.83

24" RCP W INV=857.58

12" N INV=858.15

15" DI

F F

FFE=863.80

ACAC

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

E C

H C

A D

S D

W G

XGFG 092032

PROJECT NO.:

8/3/16 B-3 FINAL

T R

U A

I E

M A

D I S

O N

I S

C O

N S

U S

P F

C O

N S

I N

A L T

N C

R A

I N

C-021

EXISTING SITE PLAN

00 30 60

SURVEY DATA:

SURVEY DATE(S)

5/5/2016

COORDINATE SYSTEM DANE COUNTY

VERTICAL DATUM USGS NAVD 88

CONTROL SOURCE WISCORS

SURVEY UNITS US SURVEY FOOT

SITE SURVEY PLAN NOTES:

1. CONTOUR INTERVALS SHOWN ARE 1.0'.

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

GAS VALVE

INLET, CURB

INLET, ROUND

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELECOMMUNICATIONS

SIGN (SINGLE POST)

SOIL BORING

SHRUB

TREE, DECIDUOUS

TREE, CONIFEROUS

WATER VALVE

GAS

ELECTRIC, UNDERGROUND

EXISTING CONTOUR LINES

FENCE

SANITARY SEWER

STORM SEWER

SWALE

TELEPHONE

WATER

VEGETATION

TRANS

ESP

G V

W V xxx.x xxx.x

KSF

CAJ

LGK

EX FENCE

TPED

W V

TRANS

ESP

W V

GOOSENECK DRAIN

W V

S x x x x x x x x x x x x x x x x x x x

FFE=863.20

RUNNING

TRACK

S L O

FFE=863.82

BECKER ST

VAULT

ASPHALT

TURF

ASPHALT

TURF

ASPHALT

S T

E P

DOCK

FFE=867.82

S T

E P

FFE=863.16

FFE=863.2

R A

M P

B O

T T

O M

F F

G V

F F

FFE=863.80

ACAC

REMOVE EXISTING ASPHALT

REMOVE INLET,

PLUG AND ABANDON SE PIPE

REMOVE INLET,

PLUG AND ABANDON PIPE

SALVAGE AND

RE-PLANT EXISTING SHRUBS

REMOVE GOOSENECK AND VERTICAL PIPE,

REMOVE ASPHALT AND CONCRETE

PLUG HORIZONTAL PIPE AND ABANDON IN-PLACE

REMOVE

TREE

CONCRETE WALL REMOVAL

(SEE 1/S-101)

SAW CUT CONCRETE

AT NEAREST JOINTS

AND RE-PLACE IN KIND

X X

REMOVE

TREE

XXXXXXX

13.25'

EXISTING ASPHALT

AROUND AC UNITS

TO REMAIN

//FNC//

REMOVE AND REPLACE

TWO SECTION OF EXISTING FENCE

N C

X X

SAW CUT AND REMOVE

ASPHALT AND CURB

REMOVE EXISTING

12" STORM PIPE

EXISTING INLET TO REMAIN

REMOVE EXISTING INLET

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

E C

H C

A D

W G

XGFG 092032

PROJECT NO.:

8/3/16 B-3 FINAL

T R

U A

I E

M A

D I S

O N

I S

C O

N S

U S

P F

C O

N S

I N

A L T

N C

R A

I N

C-041

SITE REMOVALS PLAN

KSF

CAJ

LGK

E C

H C

A D

W G

00 20 40

LEGEND:

ABANDON STORM SEWER

REMOVE

REMOVE FENCE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

SD\\A//

//FNC//

XXXXXXXXXXXXXXXXXXX

W V

TRANS

ESP

W V

S x x x x x x x x x x x x x x x x x x x

G V

ACAC

S L O

FFE=863.82

BECKER ST

DOCK

FFE=867.82

FFE=863.2

R A

M P

B O

T T

O M

F F

FFE=863.80

S D

CATCH BASIN

(SEE 2/C-502)

RIM=862.20

NW INVERT=859.87

STORM MANHOLE

(SEE 1/C-502)

RIM=863.71

NE INVERT=859.76

EX 10" D.I. S INVERT=857.75

EX 6" PVC S INVERT=860.12

EX 12" RCP W INVERT=857.75

ASPHALT PAVEMENT

(SEE 6/C-501 EAST SIDE)

STORM MANHOLE

(SEE 1/C-502)

RIM=863.43

INVERTS=859.36

15' - 12" RCP @ 2.66%

STORM MANHOLE

(SEE 1/C-502)

RIM=862.25

INVERTS=858.90

177' - 12" R C

P @ 0.40%

INFILTRATION STORM MANHOLE

(SEE 4/C-502)

RIM=861.50

INTERCEPT EXISTING 15" PIPE=~855.59 FIELD VERIFY

NE INVERT=858.40

STORM MANHOLE

(SEE 1/C-502)

RIM=861.60

E AND SW INVERTS=858.20

N INVERT=857.87

10' - 18" RCP @ 0.50%

CONNECT TO EXISTING INLET

S INVERT=857.60

R5.00'

46.00'

R10.00'

6.00'

CONCRETE APRON

(SEE 7,8, & 9/C-501)

ISOLATION JOINT ALONG BUIDLING

REPLACE FENCE SECTION

ASPHALT PAVEMENT

(SEE 6/C-501 WEST SIDE)

4-INCH SOLID

WHITE PAVEMENT

MARKING, TYP

18.00'

CONCRETE RETAINING

WALL (SEE 2/S-101)

STORM INLET AND CASTING

(SEE 5/C-502)

RIM=860.65

INVERTS=857.82

24' - 21" RCP @ 1.00%

REPLACE ASPHALT AND CURBS IN-KIND, TYP

REPLACE

CONCRETE

SIDEWALK

(SEE 4/C-501)

REPLACE FENCE SECTION

TEMPORARY ROAD CLOSURE

DURING INSTALLATION

NEAR FENCE LOCATION:

5" THICK ASPHALT TO THE EAST

4" THICK ASPHALT TO THE WEST

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

E C

H C

A D

I M

P R

O V

E M

E N

N D

W G

XGFG 092032

PROJECT NO.:

8/3/16 B-3 FINAL

T R

U A

I E

M A

D I S

O N

I S

C O

N S

U S

P F

C O

N S

I N

A L T

N C

R A

I N

C-101

SITE IMPROVEMENTS

PLAN

KSF

CAJ

LGK

E C

H C

A D

I M

P R

O V

E M

E N

N D

W G

00 20 40

LEGEND:

STORM INLET, ROUND

STORM SEWER MANHOLE

FENCE

STORM SEWER

ASPHALT

CONCRETE

D x

TYPE III BARRICADE

CLOSED

R11-2

48" X 30"

ROAD

W V

TRANS

ESP

W V

S x x x x x x x x x x x x x x x x x x x

G V

ACAC

S L O

FFE=863.82

BECKER ST

DOCK

FFE=867.82

FFE=863.2

R A

M P

B O

T T

O M

F F

FFE=863.80

864.0

863.5

864.5

861.5

862.5

863.0

INLET PROTECTION, TYP

(SEE 1/C-502)

SILT FENCE, TYP

(SEE 3/C-501)

STABILIZED CONSTRUCTION ENTRANCE

(SEE 2/C-501)

INLET PROTECTION,

NOT REQUIRED AFTER

ABANDONMENT

EROSION MAT

(SEE 10/C-501)

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.

7. EROSION CONTROL MEASURES SHALL BE MAINTAINED BY THE

CONTRACTOR UNTIL THE SITE IS FULLY STABILIZED.

8. DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS OF

THE END OF THE DISTURBANCE.

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

E C

H C

A D

W G

XGFG 092032

PROJECT NO.:

8/3/16 B-3 FINAL

T R

U A

I E

M A

D I S

O N

I S

C O

N S

U S

P F

C O

N S

I N

A L T

N C

R A

I N

C-121

GRADING AND

EROSION CONTROL

PLAN

KSF

CAJ

LGK

E C

H C

A D

W G

00 20 40

LEGEND:

INLET PROTECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

EROSION MAT

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

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

3:1

NOT TO SCALE

INLET PROTECTION, TYPE D DETAIL

12"

4"x6" OVAL HOLE SHALL BE HEAT

CUT INTO ALL FOUR SIDE PANELS

GEOTEXTILE FABRIC,

TYPE FF

INLET SPECIFICATIONS

AS PER THE PLAN

DIMENSION LENGTH AND

WIDTH TO MATCH

FRONT, BACK, AND

BOTTOM TO BE MADE

FROM SINGLE PIECE OF FABRIC

FLAP

POCKET

USE REBAR OR STEEL ROD

FOR REMOVAL OR FOR

INLETS WITH CAST CURB BOX

USE WOOD 2x4, EXTEND 10"

BEYOND GRATE WIDTH ON

BOTH SIDES, LENGTH VARIES,

SECURE TO GRATE WITH WIRE

OR PLASTIC TIES

MINIMUM DOUBLE STITCHED

SEAMS ALL AROUND SIDE PIECES

AND ON FLAP POCKETS, TYP

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

M I N

I M

U M

FLOW

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

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

POST

GEOTEXTILE

FABRIC

POST

M I N

I M

U M

M A

X I M

U M

MAXIMUM

NOT TO SCALE

SILT FENCE DETAIL

EPOXY-COATED SMOOTH STEEL DOWELS, 1-INCH IN DIAMETER,

14-INCH IN LENGTH, SPACED AT 12-INCHES, PLACED IN BOTH DIRECTIONS,

OIL PRIOR TO CONCRETE PLACEMENT,

(PAINTED CAN BE SUBSTITUTED FOR EPOXY COATED)

WEST SIDE

ASPHALT PAVEMENT

(2-INCH BINDER, 2-INCH SURFACE)

SUBGRADE

NOT TO SCALE

ASPHALT PAVEMENT DETAIL

8-INCH THICK PORTLAND

CEMENT PAVEMENT

JOINT SEALER

7" 7"

NOTE:

1. T = PAVEMENT THICKNESS (SEE 7/C-501)

NOT TO SCALE

DOWELED CONTRACTION JOINT DETAIL

JOINT SEALER

7" 7"

DOWELS THAT NEED TO BE DRILLED INTO EXISTING

CONCRETE SHALL HAVE HOLE BLOWN CLEAN AND DOWEL

EPOXIED. ALSO PLACE AT EXISTING PAVEMENTS WHERE

INDICATED AND AT CONTINUATION OF NEXT DAY PAVING

EPOXY-COATED SMOOTH STEEL DOWELS,

1-INCH IN DIAMETER,

14-INCH IN LENGTH, SPACED AT 12-INCHES,

PLACED IN BOTH DIRECTIONS,

OIL PRIOR TO CONCRETE PLACEMENT,

(PAINTED CAN BE SUBSTITUTED FOR EPOXY COATED)

NOTE:

1. T = PAVEMENT THICKNESS (SEE 7/C-501)

NOT TO SCALE

DOWELED CONSTRUCTION JOINT DETAIL

NOT TO SCALE

CONCRETE APRON DETAIL

BASE COURSE

SECTION

SUBGRADE

BASE COURSE

NOTE:

MAINTAIN THE TRACKING PAD IN A CONDITION TO PREVENT SEDIMENT FROM LEAVING THE

SITE. SHOULD MUD BE TRACKED OR WASHED ONTO EXISTING PAVEMENT, IT MUST BE

REMOVED IMMEDIATELY.

3-INCH TO 6-INCH

WASHED STONE

EXISTING PAVEMENT

10' 4' 36'

MINIMUM

LEVEL SECTION

6-INCH HUMP TO DIVERT

RUNOFF FROM PAVED ROAD

M I N

I M

U M

M I N

I M

U M

PLAN

SECTION

NOT TO SCALE

STABILIZED CONSTRUCTION ENTRANCE

2% SLOPE

NOT TO SCALE

SIDEWALK DETAIL

4" 5' 4"

4" THICK

4000 PSI CONCRETE

4" THICK GRANULAR FILL

30"

NOT TO SCALE

30" CONCRETE CURB AND GUTTER

R3"

EAST SIDE

ASPHALT PAVEMENT

(2-INCH BINDER, 3-INCH SURFACE)

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SUBGRADE

BASE COURSE

3(A)

3(B)

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING SEED.

2. BEGIN AT THE TOP OF THE SLOPE OR CHANNEL BY ANCHORING THE

BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT

THE TRENCH AFTER STAPLING.

3. ROLL THE BLANKETS (3A.) DOWN OR (3B.) HORIZONTALLY ACROSS THE

SLOPE.

4. THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH 4"

OVERLAP. USE ONLY BIODEGRADABLE STAPLES.

5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE OR CHANNEL,

PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6"

OVERLAP. STAPLE APPROXIMATELY 12" APART.

6. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SLOPE OR

CHANNEL BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS

AS RECOMMENDED BY THE MANUFACTURER.

7. USE EROSION CONTROL REVEGETATIVE MAT (ECRM) CLASS-1, TYPE-B.

CHANNEL INSTALLATION

SLOPE INSTALLATION

NOT TO SCALE

EROSION MAT INSTALLATION DETAIL

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

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XGFG 092032

PROJECT NO.:

8/3/16 B-3 FINAL

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DETAILS

KSF

CAJ

C-501

NOTES:

1. 4-FOOT DIAMETER MANHOLE SHALL BE

CONSIDERED STANDARD.

2. PROVIDE LARGER DIAMETER MANHOLES

WHERE SHOWN ON PLAN.

3. MANHOLE BASE SHALL BE CAST

MONOLITHICALLY WITH THE BARREL SECTION.

BOTTOM BARREL SECTION SHALL BE A MINIMUM

OF 28 INCHES HIGH.

4. PROVIDE A MINIMUM OF 4-INCHES OF RING

ADJUSTMENT.

5. WHEN ADDITIONAL ADJUSTMENT IS REQUIRED,

IT SHALL BE DONE WITH A COMBINATION OF

RINGS THICKER THAN 2-INCHES.

CASTING

(R-1500 OR EQUAL)

ADJUSTING RINGS

ECCENTRIC

CONE

SECTION

MANHOLE

STEPS 16" O.C.

MIN

MAXIMUM PIPE

INSIDE DIAMETER

STRAIGHT

THROUGH TO 45°

DEFLECTION

MAXIMUM PIPE

INSIDE DIAMETER

90° DEFLECTION

4' MANHOLE 18" 18"

5' MANHOLE 30" 27"

6' MANHOLE 42" 30"

COMPACTED 3/4"

GRANULAR BASE

NOT TO SCALE

STORM MANHOLE DETAIL

NOTES:

1. PRECAST INLET IN ACCORDANCE WITH THE SPECIFICATIONS.

2. BASE SHALL BE MONOLITHIC WITH THE RISER SECTION BOTTOM

A MINIMUM OF 24 INCHES HIGH.

PROFILE

PLAN

NOT TO SCALE

48-INCH CATCH BASIN DETAIL

OUTFLOW PIPE

INFLOW PIPE

OR ORIFICE

INFLOW OR OUTFLOW PIPE

RECTANGULAR CASTING NF-R-3472

MANHOLE STEPS 16"

ON CENTER IF GREATER

THAN 4' DEEP

24"x24" OPENING

48"

5" MIN

COMPACTED 3/4"

BASE COURSE

NOTE:

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

EXCAVATED

MATERIAL

CLEAN EARTH FILL COMPACTED

TO 95 PERCENT STANDARD

PROCTOR DENSITY

UNDISTURBED SOIL

3/4-INCH CRUSHED STONE

ASTM D 448 - NO. 67

TAMPED IN PLACE

PIPE O.D.

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NOT TO SCALE

CONCRETE (RCP) PIPE BEDDING DETAIL

4'-0"

12-FT. DIA.

15"

SAND SUBGRADE

5" MIN.

NOT TO SCALE

INFILTRATION MANHOLE DETAIL

CASTING NEENAH

R-1500 OR EQUAL

RIM ELEVATION=861.50

CONCRETE RISERS AS

NECESSARY FOR POSITIVE

DRAINAGE AWAY FROM MANHOLE

4-FOOT DIAMETER MANHOLE WITH

AN 18-INCH SQUARE FULL-DEPTH

OPENING THROUGH THE BASE SLAB

ESTIMATED

ELEVATION=854.10

GEOTEXTILE

FILTER FABRIC

SIZE NO. 2 ASTM C-33 WASHED CRUSHED

STONE WRAPPED WITH GEOTEXTILE FILTER

FABRIC, SIZE NO. 57 STONE MAY BE USED

IMMEDIATELY BELOW MANHOLE BASE TO

PLUMB AND LEVEL MANHOLE

EXISTING 15" STORM PIPE

INVERT ELEVATION=~855.59 (FIELD VERIFY)

GEOTEXTILE FILTER FABRIC

MINIMUM 6-INCH DEEP

SIZE NO. 57 ASTM C-33 WASHED

CRUSHED STONE

NEW 12" RCP

INVERT ELEVATION=858.40

NOTES:

1. PRECAST INLET IN ACCORDANCE WITH ASTM C-478

2. BASE SHALL BE MONOLITHIC WITH THE RISER

SECTION BOTTOM RISER SHALL BE A MINIMUM OF

24 INCHES HIGH

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PLAN

PROFILE

FRAME, GRATE & CURB BOX

NEENAH FOUNDARY TYPE

R3067-L OR EQUAL

NOT TO SCALE

2' x 3' STORM INLET DETAIL

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

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8/3/16 B-3 FINAL

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DETAILS

KSF

CAJ

C-502

RETAINING WALL FOOTING

1'-0"

TOP OF WALL

ELEVATION=870.80

TOP OF WALL

ELEVATION=865.00

S-101

DOWEL NEW WALL TO

EXISTING WALL

#6 BARS @ 16" ON CENTER,

PER NOTE CR-10

(MATCH WALL STEEL LOCATIONS)

864.5

869.5

RESTORE

LANDSCAPING

TO ORIGINAL

CONDITION

MATCH EXISTING

FOOTING

ELEVATION 860.47±

FOOTING

ELEVATION 858.47

ASPHALT PAVEMENT

TURF

CONCRETE

APRON

EXISTING BUILDING FOOTING

EXISTING

RETAINING WALL FOOTING

EXISTING BUILDING WALL

TOP OF WALL ELEVATION=870.80

TOP OF EXISTING WALL ELEVATION=863.48

4'-6"

10"

2'-2"

3/4" CHAMFER, TYP

FINISH GRADE

(SEE PLAN)

TOP OF WALL

(SEE PLAN FOR ELEVATIONS)

ASPHALT PAVEMENT

(SEE PLAN FOR ELEVATIONS)

WALL DOWELS

#6 BARS @ 12"

(2)#6 BARS TOP AND BOTTOM

VERTICAL BARS

TO MATCH WALL DOWELS

#6 BARS

#6 BARS @ 16"

TOP OF FOOTING

(SEE PLAN FOR ELEVATIONS)

3'-2" 10" 3'-0"

#6 BARS @ 16"

BACKFILL PER

SPECIFICATIONS

EXISTING TOPSOIL

(FILL)

EXISTING SUBGRADE

RETAINING WALL

RETAINING WALL FOOTING

EXISTING TOPSOIL

(FILL)

PROVIDE GRANULAR

BACKFILL

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160703.01

August 3, 2016

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PROJECT NO.:

8/3/16 B-3 FINAL

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CONCRETE

RETAINING WALL

KSF

CAJ

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FOUNDATION NOTES

F-1. FOOTING SUBGRADES SHALL BE CLEAN AND FREE OF DEBRIS, STANDING

WATER, AND LOOSE SOIL.

F-2. CONTROL JOINTS IN THE CAST-IN-PLACE CONCRETE FOUNDATION WALLS

SHALL BE PLACED AT SPACING NOT TO EXCEED 20' O.C. OR AS LOCATED PER

DRAWINGS AND SHOULD ALIGN WITH MASONRY CONTROL JOINTS WHERE

APPLICABLE. SEE DETAIL SHEETS FOR CONTROL JOINT DETAILS. PROVIDE

VERTICAL "V" GROOVE AT ALL CONSTRUCTION AND CONTROL JOINTS.

CONTRACTOR SHALL SUBMIT PLANS OF JOINT LOCATIONS FOR APPROVAL.

F-3. A LEAN CONCRETE MUD SLAB 2" TO 3" THICK SHALL BE USED IN THE FOOTING

EXCAVATION IF THE BOTTOM OF THE EXCAVATION TENDS TO BECOME MUDDY

AND SOFT DUE TO CONSTRUCTION ACTIVITY. LEAN CONCRETE SHALL HAVE A

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI.

CONCRETE & REINFORCING STEEL NOTES

MATERIAL PROPERTIES (U.N.O.)

COMPRESSIVE STRENGTH - F'c = 4 KSI

CONCRETE REINFORCEMENT - Fy = 60 KSI (A615 GR 60)

CR-1. ALL BAR LAPS SHALL CONFORM TO ACI 318 CLASS "B" SPLICE CRITERIA. USE

TOP BAR LAP LENGTHS FOR TOP BARS IN SLABS AND BEAMS OVER 14" DEEP.

MINIMUM BAR LAPS AS FOLLOWS U.N.O.:

#3:1'-4" #4:1'-4" #5:1'-10" #6:2'-7"

CR-2. LAP LENGTH SHALL BE SPECIFICALLY NOTED ON SHOP DRAWINGS WHERE

MORE THAN ONE BAR MAKES UP A CONTINUOUS STRING.

CR-3. HORIZONTAL BARS SHALL BE DETAILED TO SHOW THE DISTANCE FROM AT

LEAST ONE END OF THE BAR TO THE NEAREST BUILDING GRID LINE OR WALL.

CR-4. REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315.

CR-5. ALL REINFORCEMENT BARS SHALL BE FABRICATED IN ACCORDANCE WITH

THE LATEST CRSI MANUAL OF STANDARD PRACTICE AND SHALL BE CLEAN

AND FREE OF GREASE AND SCALING RUST.

CR-6. PROVIDE HOT/COLD WEATHER PROCEDURES AND PROTECTION IN

ACCORDANCE WITH ACI RECOMMENDATIONS AND PROJECT SPECIFICATIONS.

CR-7. CONCRETE REINFORCEMENT PROTECTION/CLEAR COVER, UNLESS NOTED

OTHERWISE:

FOOTINGS:

BOTTOM & SIDES 3"

TOP 2"

CR-8. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE

LOCAL BUILDING CODE REQUIREMENTS AND THOSE OF THE FOLLOWING

STANDARDS (LATEST EDITION):

"ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONC."

"ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"

"ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BLDGS."

"ACI 307, RECOMMENDED PRACTICE FOR CONCRETE FORM WORK"

CR-9. SEE SECTION 033000 OF SPECIFICATIONS FOR INFORMATION REGARDING

CONCRETE MIX DESIGN, TESTING, MATERIALS, AND ADMIXTURES.

CR-10. ALL DOWELS INTO EXISTING CONCRETE TO BE EPOXY

ANCHORED WITH HILTI HIT-RE 500-SD ADHESIVE OR EQUIVALENT, (UNLESS

INDICATED OTHERWISE), MINIMUM 9" INCH EMBEDMENT.

GENERAL NOTES

G-1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO START

OF CONSTRUCTION - RESOLVE ANY DISCREPANCY WITH CONTRACTING OFFICER'S

G-2. STRUCTURAL SYSTEM IS DESIGNED TO WORK AS A COMPLETED SYSTEM, ANY

SHORING OR BRACING NECESSARY DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR.

G-3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY AND ALL

ACCIDENTS WHICH RESULT IN DEATH, PERSONAL INJURY, OR DAMAGE TO

PROPERTY ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE OF

THE WORK.

DO NOT SCALE DRAWINGS!!!!

F-4. U.N.O., THE CONTRACTOR SHALL RETAIN AN INDEPENDENT, QUALIFIED

GEOTECHNICAL ENGINEERING FIRM/TESTING AGENCY TO IDENTIFY AREAS

OF POOR SOILS, TO MONITOR PROPER SUBGRADE PREPARATIONS AND TO

OVERSEE AND TEST THE PLACEMENT OF COMPACTED FILL MATERIAL.

F-5. ALL SUBTERRANEAN STRUCTURES, UTILITIES, PIPING, ETC. IIN THE AREA

OF EXCAVATIONS TO BE LOCATED AND MARKED BY CONTRACTOR PRIOR

TO EARTH REMOVAL WORK. CONTRACTOR TO MAINTAIN MARKERS UNTIL

EXCAVATION ACTIVITIES HAVE CEASED. IF UNDERGROUND UTILITY

CONFLICTS ARE DISCOVERED BEFORE OR ENCOUNTERED DURING

EXCAVATION, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY.

F-6. WHERE STRUCTURES DERIVE SUPPORT FROM FILL-SUPPORTED

FOUNDATIONS AND AT SLAB-ON-GRADE, FILL SHALL BE COMPACTED TO

98% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698),

F-7. NO FILL SHALL BE PLACED OVER FROZEN, MUDDY, OR OTHER DELETERIOUS

MATERIAL. NO FILL SHALL BE PLACED OVER A PREVIOUS LIFT THAT HAS

NOT BEEN ADEQUATELY COMPACTED PER SPECIFICATIONS.

SHOP DRAWINGS

SD-1. SHOP DRAWINGS SHALL BE SUBMITTED FOR STRUCTURAL ITEMS AS REQUIRED

BY THE SPECIFICATIONS. CONSTRUCTION DOCUMENTS SHALL NOT BE

REPRODUCED FOR USE AS SHOP DRAWINGS.

SD-2. THE GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS AND

PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS

PRIOR TO SUBMITTAL. REVIEWED SUBMITTALS SHALL BE STAMPED BY THE

CONTRACTOR. ANY SHOP DRAWING OR PRODUCT DATA NOT REVIEWED AND

STAMPED BY THE GENERAL CONTRACTOR WILL BE REJECTED. GENERAL

CONTRACTOR SHALL CLOUD OR FLAG ALL ITEMS NOT IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS AND SHALL VERIFY ALL DIMENSIONS.

SD-3. ANY CHANGES, SUBSTITUTIONS OR DEVIATIONS FROM THE ORIGINAL

CONTRACT DRAWINGS SHALL BE CLOUDED BY THE MANUFACTURER OR

FABRICATOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS WHICH ARE

CLOUDED OR FLAGGED BY SUBMITTING PARTIES SHALL NOT BE CONSIDERED

APPROVED AFTER THE ENGINEER'S REVIEW, UNLESS SPECIFICALLY NOTED

ACCORDINGLY BY THE ENGINEER.

SD-4. THE APPROVED SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT

DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY ARE NOT TO BE

CONSIDERED CHANGES TO THE ORIGINAL CONTRACT DRAWINGS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ITEMS OMITTED OR SHOWN

INCORRECTLY ARE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT

DRAWINGS.

SD-5. SHOP DRAWING REVIEW IS INTENDED ONLY FOR GENERAL CONFORMANCE TO

THE DESIGN CONCEPT AND CONSTRUCTION DOCUMENTS.

SD-6. SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF MAJOR ERRORS

ARE FOUND DURING REVIEW.

SD-7. ALLOW A MINIMUM OF (10) WORKING DAYS FOR REVIEW OF SHOP DRAWINGS.

G-4. THE CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING AGENCY TO

PROVIDE FIELD AND LAB TESTING OF CONSTRUCTION MATERIALS AND TO

PROVIDE CONSTRUCTION INSPECTIONS. THE CONSTRUCTION INSPECTION

SHALL BE DONE BY QUALIFIED INSPECTORS THAT ARE SATISFACTORY TO

THE CONTRACTING OFFICER'S REPRESENTATIVE.

G-5. CONSTRUCTION TESTING AND INSPECTION BY THE TESTING AND INSPECTING

AGENCY IS REQUIRED AS FOLLOWS:

A. CONCRETE TESTING PER THE SPECIFICATIONS.

REPRESENTATIVE.

UNLESS NOTED OTHERWISE.

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NEW RETAINING WALL PLAN

NOT TO SCALE

TYPICAL WALL SECTION

EXTERIOR EXPOSURE 2"

WALLS:

NOT TO SCALE

TYPICAL WALL EARTHWORK REQUIREMENTS

Sheets and Views

G-001 COVER SHEET

C-021 EXISTING SITE PLAN

C-041 SITE REMOVALS PLAN

C-101 SITE IMPROVEMENTS PLAN

C-121 GRADING AND EROSION CONTROL PLAN

C-501 DETAILS

C-502 DETAILS

S-101 CONCRETE RETAINING WALL

File details come from the government source that posted it. Updated Nov 14, 2017.