XGFG162010_-_Project_Drawings_DEC_2018.pdf

INTERSTATE 94

INTERSTATE 90

INTERSTATE 90/94

INTERSTATE 90

INTERSTATE 94

WISCONSIN

MADISON

18 151

12 18

Lake Mendota

Lake Kegonsa

Lake Waubesa

M on on a

NORTH

VERONA

OREGON

WAUNAKEE

DEFOREST

DANE

CROSS

PLAINS

SUN PRAIRIE

BROOKLYN

BELLEVILLE

MOUNT

HOREB

MARSHALL

STOUGHTON

MIDDLETON

McFARLAND

DEERFIELD

CAMBRIDGE

COTTAGE

GROVE

MONONAMADISON

FITCHBURG

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Project Site

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Office

HAUL ROUTE

ANG No.:

Mead & Hunt, Inc.

2440 Deming Way

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

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

CONSTRUCT MSA COLD STORAGE

TRUAX FIELD ANGB

MADISON, WI

XGFG162010

TRUAX FIELD ANGB

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COVER SHEET

XGFG162010ANG NO.:

3141300-160809.01

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September 30, 2016

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GENERAL

G-001 COVER SHEET

CIVIL

C-021 EXISTING SITE PLAN

C-041 SITE REMOVALS PLAN

C-081 OPERATIONS PLAN

C-101 SITE PAVEMENT AND UTILITY PLAN

C-121 GRADING AND EROSION CONTROL PLAN

C-122 BIORENTENTION GRADING AND EROSION CONTROL PLAN

C-501 DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-111 FLATWORK PLAN

S-501 FOUNDATION DETAILS

ARCHITECTURAL

A-101 FIRST FLOOR PLAN

A-201 EXTERIOR ELEVATIONS

A-311 WALL SECTIONS

A-601 ARCHITECTURAL SCHEDULES

ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

E-101 FIRST FLOOR PLAN - LIGHTING & POWER

E-501 DETAILS AND SCHEDULES

SHEET INDEXPROJECT LOCATION

SITE MAP LOCAL VICINITY MAP

09/30/16 B-3 FINAL

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DECEMBER 2018

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DECEMBER 2018

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833715.882

833548.553

833767.255

833974.444

15" RCP

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160809.01

September 30, 2016

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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.

XGFG162010

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SURVEY DATA:

SURVEY DATE(S)

6/10/2016

COORDINATE SYSTEM DANE COUNTY

VERTICAL DATUM USGS NAVD 88

CONTROL SOURCE WISCORS

SURVEY UNITS US SURVEY FOOT

LEGEND:

BENCHMARK

BOLLARD

CONTROL POINT

DOWNSPOUT

DUCT MARKER

ELECTRICAL / COMMUNICATIONS PEDESTAL

ELECTRICAL TRANSFORMER BOX

ELECTRICAL SERVICE PANEL

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MANHOLE, ELECTRIC

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EXISTING CONTOUR LINES

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SANITARY SEWER

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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.

WFK

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SAW CUT PAVEMENT

AND REMOVE ASPHALT

2.5'

135.0'

RELOCATE EXISTING SWALE

CONTRACTOR TO REMOVE EXISTING WATER LINE

PRIVATE UTILITY (MG&E) TO REMOVE EXISTING POWER AND GAS (SEE NOTE 1)

(SEE NOTE 2)

(SEE NOTE 2)

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160809.01

September 30, 2016

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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.

XGFG162010

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09/30/16 B-3 FINAL

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SITE REMOVALS PLAN

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LEGEND:

REMOVE

RELOCATE SWALE

REMOVE ELECTRIC, UNDERGROUND

REMOVE GAS LINE

REMOVE TELEPHONE

REMOVE WATER LINE

SAW CUT PAVEMENT

ASPHALT REMOVAL

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SITE DEMOLITION PLAN NOTES:

1. GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY (MG&E) FOR

RELOCATION OF THE GAS AND ELECTRICAL LINES BY MADISON GAS & ELECTRIC.

GENERAL CONTRACTOR SHALL CARRY AN ALLOWANCE FOR THIS WORK

ACCORDING TO SPECIFICATION SECTION 012100 ALLOWANCES.

2. VALVE OR LIVE TAP EXISTING WATER LINE IN ORDER TO PROVIDE WATER

SERVICE TO EXISTING FACILITIES.

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SEE ADDENDUM -1

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DECEMBER 2018

1099672745M Text Box EXIST. COMMUNICATION, CONTROL, SECURITY & FIBER OPTIC, HANDHOLE; E1-E7 SHALL REMAIN.

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1099672745M Callout EXIST. DUCT BANK TO REMAIN. REMOVE ALL EXIST COPPER & FIBER OPTIC CABLES. FURNISH & INSTALL NEW UNINTERUPPTED CABLES FROM BLDG. 700 SERVICE CONNECTION BLOCK TO POINT OF SERVICE CONNECTION @ EACH LOCATION

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BLDG. 705

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TO BLDG. 710 & 711 SERVICE POINT CONNECTIONS

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TO BLDG. 716 SERVICE POINT CONNECTIONS

1099672745M Callout EXIST. DUCT BANK TO REMAIN. REMOVE ALL EXIST COPPER & FIBER OPTIC CABLES. FURNISH & INSTALL NEW UNINTERUPPTED CABLES FROM BLDG. 700 SERVICE CONNECTION BLOCK TO POINT OF SERVICE CONNECTION @ EACH LOCATION INCLUDING BLDG. 716, SERVICE TO ELEC. GATE, KEYPAD, INTERCOM AND CAMERA (NOT SHOWN).

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TO BLDG. 700 SERVICE CONNECTION BLOCKS LOCATED IN ELEC CLOSET, NOT SHOWN.

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ABANDON & REMOVE EXIST. DUCT BANK

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FURNISH & INSTALL NEW DUCT BANK

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(WANG AIRCRAFT APRON)

RESTRICTED AREA

RED LINE

CONTRACTOR SHALL NOT CROSS

"RED LINE" INTO RESTRICTED

AREA AT ANY TIME

AVE. GROUND ELEV. 857.0

MAX. EQUIPMENT HEIGHT 887.0

HAUL ROUTE

PERMANENT BARRICADE LINE

BY WANG

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FENCE

AIRCRAFT APRON

(ACTIVE)

(ACTIVE)

PROPOSED BUILDING

RED LINE

CONTRACTOR SHALL NOT CROSS

"RED LINE" INTO RESTRICTED

AREA AT ANY TIME

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 x x x x

CONSTRUCTION LIMITS

Marking and Lighting

(a) Construction Equipment--All construction equipment must be marked with a 3 feet x 3 feet orange and white checkered flag and/or amber beacon.

For nighttime construction, cranes, and other construction equipment, as determined by the Airport Operations Department, must be lighted.

(b) Excavation/Stockpiles--Excavation adjacent to paved surfaces must be appropriately marked by barricades.

(c) Contractor shall barricade open excavations as required by the C.O.R.

Fuel Support

(a) Any type of fueling support facility or device used to refuel construction equipment is subject to WANG fire inspection. Local fire codes and safety standards shall be met prior to commencement of work.

Sweeping/Clean-up

(a) The Contractor shall have sweeping or vacuuming capabilities on-site at all times in order to remove debris as it occurs. Upon completion, the Contractor is responsible for insuring that the area of concern is returned to its original condition.

Haul Routes

(a) Haul routes and access to the construction sites will be discussed at the Pre-Bid Conference and are depicted on the Operations plans.

(b) During hauling operations, the Contractor shall provide a trained, security guard at the point(s) selected for the ingress and egress of men and equipment to the airport. A log of persons or vehicles shall be kept on forms to be furnished by the Contracting Officer and given to the COR each following day. Any incidents shall be immediately brought to the attention of the COR and Airport Director.

(c) The Contractor shall coordinate the location of any crossing of underground electrical circuits with the COR in an early operation. Any electrical circuits crossed shall then be checked for resistance to ground by Base Staff prior to the start of construction and all circuits shall have 50 megohm or greater resistance prior to the

Contractor crossing the circuit. The Contractor, under supervision of

COR and Airport Staff, shall check circuits after cessation of hauling. Any circuit showing less than 50 megohm shall be corrected by

Contractor at no additional compensation so as to provide at least 50 megohms resistance in that circuit. No additional compensation will be made for any corrective electrical work due to Contractor's operations.

(d) The Contractor shall conduct his operations on the airport in a manner that will minimize interference with the normal operation of those airport facilities that are designated under this contract to remain open to air traffic, and the Contractor shall implement all specified and other appropriate measures to ensure the safety of all users of the airport.

(e) Engineering Active Aircraft Operation Areas: Operations at Dane County

Regional Airport are controlled by the FAA control from 6:00 a.m. to

11:00 p.m. When a runway or taxiway is open to air traffic, the

Contractor must obtain clearance from the tower before any of his personnel or equipment proceeds onto or across the area. This will be accomplished by using a radio with frequency 121.9 MHz., furnished and operated by Contractor. A radio-equipped flag person shall be used to control vehicular traffic crossing active areas during hauling operations.

Radio Operations Person shall be checked out and approved by Airport

Operations personnel prior to using radios.

(f) Unused

(g) The Contractor shall provide "25 mph speed limit" signs and "haul route" signs spaced evenly along haul route.

(h) Contractors shall also abide by all WANG requirements contained within the specifications

(i) Contractor shall not use radio equipment or cell phones within 400' of aircraft

Enforcement

(a) Violation of these Rules and Regulations, depending upon severity of the violation, may result in one or more of the following:

(1) A verbal and/or written warning.

(2) Revocation of AOA badge and/or vehicle access permit.

(3) The contract work being stopped until corrective measures are taken to preclude a recurrence of the violations.

(b) Contractor shall also abide by all WANG requirements contained within the specification.

CONFORMS TO AC150/5370-2E

"OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"

Restricted Areas/Safety Areas

(a) Runways, Taxiways, and Apron: Construction activity adjacent to the runways, taxiways, and aprons which will be in use shall be coordinated with Airport Operations through the

COR. Construction activity will be authorized after Notams (notices to airmen) have been issued by the Airport (DCRA); and after it has been determined that the height of equipment and materials is beyond the reach of the aircraft or safely below any part of the aircraft using the operations areas which might overhang these areas. Information for runway approaches and other areas will be supplied by the COR if it is required.

(b) Except as provided on the contract plans or in contract special provisions or as may be authorized by the COR in writing, the Contractor shall not perform construction activities within 80 feet of the edge of an active taxiway or apron, within 250 feet of an active runway centerline, or within 1000 feet of a runway end. When so authorized to perform construction activities within such areas, the Contractor shall first implement appropriate marking and lighting provisions.

(c) Excavation and open trenches located within 250 feet from the centerline of an active runway shall be adequately signed, marked and lighted. Excavations and open trenches located adjacent to taxiway and apron pavement shall be adequately signed, marked and lighted.

(d) Equipment and materials shall not be stored or parked within 750 feet from the centerline of an active runway and within 250 feet from the centerline of an active taxiway, unless specifically provided in the contract documents or authorized in writing by the

COR. Debris shall not be deposited on any portion of an operational runway, taxiway, or apron. Should any debris be deposited accidentally, it shall be removed immediately.

(e Open-flame welding or torch-cutting operations are prohibited unless adequate fire and safety precautions are provided and have been approved by the Truax Fire Dept. All vehicles are to be parked and serviced behind the construction restriction line 750 feet or more from an active runway centerline or 200 feet from an active taxiway centerline.

Meetings and Correspondence

a. Contractor is required to attend coordination meetings as mentioned in the specifications at which safety issues will be discussed.

Effect on Aircraft/Airport Operations

a. Critical aircraft during construction operations consist of Design

Group IV Aircraft.

b. Construction equipment will not penetrate the part 77 surfaces.

SITE WAS APPROVED UNDER:

AIRSPACE CASE NO. 2004-AGL-748-NRA

DATED: 20-FEB-2004

CONTRACTORS PERSONNEL VEHICLES SHALL BE PARKED AT A LOCATION

OUTSIDE THE BASE FENCE PERIMETER. PERSONNEL TO BE TRANSPORTED TO

CONSTRUCTION SITE IN COMPANY MARKED VEHICLES.

C4

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160809.01

September 30, 2016

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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.

XGFG162010

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OPERATIONS PLAN

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COORDINATES (NAD 83)

POINT LATITUDE LONGITUDE HEIGHT

C4 (BUILDING) 43°08'05. 0738" 89°20'15.7560" 878.8

RUNWAY END COORDINATES (NAD 83)

RUNWAY LATITUDE LONGITUDE

18R 43°09'02.8296" 89°20'27.4834'

36L 43°07'27.9996" 89°20'31.9085"

14 43°08'52.4547" 89°20.296754"

32 43°08'10.6059" 89°19'35.3730"

3 43°07'59.8908" 89°20'30.4208"

21 43°09'02.0787" 89°19'43.3244"

CORRESPONDING RWY 3-21 ELEVATION = 859.8

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CONCRETE STOOP

(SEE STRUCTURAL)CONCRETE STOOP

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CONCRETE APRON

DOWEL ALL JOINTS,

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135.0'

2.5'

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160809.01

September 30, 2016

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XGFG162010

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09/30/16 B-3 FINAL

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1. GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY (MG&E) FOR RELOCATION OF THE GAS AND

ELECTRICAL LINES BY MADISON GAS & ELECTRIC. GENERAL CONTRACTOR SHALL CARRY AN

ALLOWANCE FOR THIS WORK ACCORDING TO SPECIFICATION SECTION 012100 ALLOWANCES.

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.0

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855.5

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MSA COLD STORAGE

FFE=100'-0"=856.70

BLDG 705

FFE=857.11

12" SEDIMENT LOG DITCH CHECK, TYP

(SEE 1/C-501)

SILT FENCE

(SEE 2/C-501)

EROSION MAT IN SWALE BOTTOM

(SEE 3/C-501)

RIPRAP OUTFALL FROM

ROOF DOWNSPOUTS, TYP

-0.50%

855.24

RELOCATED SWALE,

(SEE C-101)

855.04

854.41

855.91

855.47

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160809.01

September 30, 2016

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XGFG162010

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09/30/16 B-3 FINAL

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SILT FENCE

EROSION MAT

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

SWALE

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

SSSSSSSSSSSSSSS

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

2%

3:1

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 ACCESS ROAD CROSSING THE APRON AT

LEAST ONCE PER DAY.

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.

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BIORETENTION AREA

SILT FENCE

(SEE 2/C-501)

12" SEDIMENT LOG DITCH CHECK

(SEE 1/C-501)

A

A

853.0

854.0

855.0

855.0

855.0

853.5

854.5

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855.5

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-0.50%

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CONNECT TO EXISTING SWALE

EROSION MAT

(SEE 3/C-501)

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855.91

855.47

SECTION A-A

1.0'

6.0'

2' MINIMUM

ENGINEERED

SOIL

ELEVATION ~852.00

GROUND WATER

EXISTING

SWALE

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160809.01

September 30, 2016

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XGFG162010

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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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2x2-INCH HARDWOOD

POST OR EQUIVALENT

TRENCH

GROUND

SURFACE

TWIST METHOD

HOOK METHOD

F L

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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

M I N

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X I M

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2'

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)

ASPHALT PAVEMENT

(2-INCH BINDER, 2-INCH SURFACE)

SUBGRADE

8-INCH THICK PORTLAND

CEMENT PAVEMENT

T

JOINT SEALER

T

7" 7"

NOTE:

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

NOT TO SCALE

DOWELED CONTRACTION JOINT DETAIL

T

JOINT SEALER

T

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

12-INCH DIAMETER

SEDIMENT LOG,

TRENCH LOG 3 TO 4-INCHES INTO GROUND

MINIMUM 3 STAKES DRIVEN

8-INCHES INTO GROUND,

MAXIMUM STAKE SPACING = 6-FEET

SECTION

NOT TO SCALE

SEDIMENT LOG DITCH CHECK DETAIL

4.

2.

5.

1.

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

M

I

N

NOT TO SCALE

EROSION MAT INSTALLATION DETAIL

NOT TO SCALE

ASPHALT PAVEMENT DETAIL

ASPHALT PAVEMENT

(SEE 11/C-501)

CRUSHED AGGREGATE

BASE COURSE

EXISTING

ASPHALT PAVEMENT

EXISTING BASE COURSE

SAW CUT, APPLY TACK COAT

NOT TO SCALE

PAVEMENT TRANSITION DETAIL

CONCRETE PAVEMENT

(SEE 8/C-501)

SECTION

SUBGRADE

NOT TO SCALE

RIPRAP OUTFALL DETAIL

GEOTEXTILE FABRIC

TYPE "R"

M I N

I M

U M

LIGHT RIPRAP

(WISDOT SECTION 606)

FLARED

HEADWALL

M I N

I M

U M

8'

MINIMUM

LIGHT RIPRAP

(WISDOT SECTION 606)

GEOTEXTILE FABRIC

TYPE "R"

M I N

I M

U M

3.5 TO 4.5

PLAN

SECTION B-B

SECTION A-A

B

B

A A

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

PLACE TACK ALONG CONCRETE

PRIOR TO PLACING THE ASPHALT,

CUT A JOINT AND SEAL THE INTERFACE

WITH APPROPRIATE SILICONE SEALANT

2% SLOPE

NOT TO SCALE

SIDEWALK DETAIL

4" 5'-0" 4"

5" THICK

4000 PSI CONCRETE

4" THICK GRANULAR FILL

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead & Hunt, Inc.

2440 Deming Way

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

3141300-160809.01

September 30, 2016

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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.

XGFG162010

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09/30/16 B-3 FINAL

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C-501

STRUCTURAL DESIGN CRITERIA

1. GOVERNING CODE: UFC 3-301-01, IBC 2015, ASCE 7-10

2. FLOOR LIVE LOAD (1603.1.1)

COLD STORAGE: 75 PSF

3. ROOF LIVE LOAD (1603.1.2)

MINIMUM ROOF LIVE LOAD: 20 PSF

4. ROOF SNOW LOAD (1603.1.3)

GROUND SNOW LOAD: PG = 35 PSF

FLAT ROOF SNOW LOAD: PF = 21.2 PSF

UFC FROST PENETRATION: 86" PER UFC

SNOW EXPOSURE FACTOR: CE = 0.90

SNOW LOAD IMPORTANCE FACTOR: IS = 0.80

THERMAL FACTOR: CT = 1.20

5. WIND DESIGN DATA (1603.1.4)

BASIC WIND SPEED (3-SECOND GUST): V3S = 115 MPH

RISK CATEGORY: "I"

WIND IMPORTANCE FACTOR: IW = 1.0

WIND EXPOSURE: "C"

INTERNAL PRESSURE COEFFICIENT: GCPI = +/- 0.18

6. EARTHQUAKE DESIGN DATA (1603.1.5)

RISK CATEGORY: "I"

IMPORTANCE FACTOR: IE = 1.0

MAPPED, MCE, 5% DAMPED, SPECTRAL ACCELERATIONS:

AT SHORT PERIODS: Ss = .08 G

AT A PERIOD OF 1 SECOND: S1 = .05 G

SITE CLASS: "D"

DESIGN EARTHQUAKE SPECTRAL ACCELERATIONS

AT SHORT PERIODS: SDS = .085 G

AT A PERIOD OF 1 SECOND: SD1 = .08 G

SEISMIC DESIGN CATEGORY: SDC = "B"

BASIC SEISMIC-FORCE-RESISTING-SYSTEM: SFRS = OMF (TABLE 12.2-1)

DESIGN BASE SHEAR: VS = .05 KIPS

SEISMIC RESPONSE COEFFICIENTS: CS = .024

RESPONSE MODIFICATION FACTOR: R = 3.5

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

7. GEOTECHNICAL DESIGN DATA (1603.1.6)

NET ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF PER IBC,

BORINGS REVIEWED FROM PREVIOUS MUNITIONS COMPLEX

PROJECT: #23077-00-04004, DATED MAY, 2005.

8. FLOOD DESIGN DATA (1603.1.7)

BUILDING IS NOT LOCATED IN FLOOD HAZARD AREA; THEREFORE FLOOD

DESIGN DATA IS NOT REQUIRED

9. SPECIAL LOADS (1603.1.8)

SPECIAL LOADING CONDITIONS ARE NOT APPLICABLE TO THE DESIGN OF

THIS BUILDING; THEREFORE SPECIAL LOADS ARE NOT REQUIRED

10. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (1603.1.9)

BUILDING IS DESIGNATED SEISMIC DESIGN CATEGORY B; THEREFORE

SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE ARE NOT REQUIRED.

GENERAL NOTES

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

OF CONSTRUCTION - RESOLVE ANY DISCREPANCY WITH ARCHITECT/ENGINEER.

G-2. FOR CLARITY, ALL EXTERIOR SLABS AND SIDEWALKS MAY NOT BE SHOWN.

FOR EXACT DIMENSIONS, LOCATIONS, JOINTS AND SCORE LINES, SEE

ARCHITECTURAL AND/OR CIVIL DRAWINGS.

G-3. VERIFY ALL SIZES, WEIGHTS AND LOCATIONS OF MECHANICAL AND ELECTRICAL

EQUIPMENT, ROOF PENETRATIONS, DUCTS, ETC. WITH MECHANICAL AND

ELECTRICAL CONTRACTORS AND FIELD CONDITIONS.

G-4. DETAILS MARKED "TYPICAL" MAY OR MAY NOT BE CUT ON PLANS, BUT SHALL

APPLY UNLESS NOTED OTHERWISE.

G-5. 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-6. SEE ARCHITECTURAL AND ELECTRICAL PLANS FOR SLEEVES, INSERTS, ETC.

NOT SHOWN ON STRUCTURAL PLANS.

G-7. NO PIPES OR SLEEVES FOR MECHANICAL TRADES SHALL PASS THROUGH

STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

G-8. 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.

G-9. IT IS THE OWNER'S RESPONSIBILITY TO POST LIVE LOADS PER SECTION 1603.3

OF THE GOVERNING CODE.

G-10. SECTIONS, DETAILS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE,

UNLESS OTHERWISE SHOWN.

DO NOT SCALE DRAWINGS!!!!

GENERAL SYMBOLS

KEYED NOTE

ELEVATION

DECK SPAN

STRUCTURAL SLAB TYPE

STRUCTURAL ELEVATION

DETAIL OR SECTION

STRUCTURAL SYMBOLOGY

MASONRY (CMU) WALL

ON CONCRETE FOOTING

CONCRETE FOOTING

CONCRETE FOUNDATION WALL

ON CONCRETE FOOTING

TOP OF FOOTING ELEVATION

TOP OF WALL ELEVATION

FOOTING STEP

STRIP FOOTING DESIGNATION

DENOTES DEPRESSION FOR

WALL/DOOR OPENING (-8" U.N.O.)

INDICATES PIER MARK

INDICATES PIER

INDICATES COLUMN

INDICATES CONCRETE FOOTING

INDICATES SPREAD FOOTING MARK

INDICATES NEW GRID DESIGNATION

(HEXAGON SHAPE AT EXISTING GRID)

TOF

96'-0"

TOW

100'-0"

SF1

A

F1 P1

FOUNDATION PLAN

FOUNDATION WALL DESIGNATIONFW08

SLAB X

S-201 #

S-501

ABBREVIATIONS

B.O.

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. PROVIDE ONE (1) HOOKED REINFORCING BAR IN CONCRETE FOOTING

TO SERVE AS A “CONCRETE ENCASED ELECTRODE” IN ACCORDANCE WITH

THE NATIONAL ELECTRIC CODE. COORDINATE WITH ELECTRICAL CONTRACTOR

FOR EXACT LOCATION. HOOKED REINFORCING BAR SHALL CONFORM TO

THE FOLLOWING:

A. UNCOATED, LOW-ALLOY STEEL, CONFORMING TO ASTM A706.

B. BAR SIZE NUMBER 4.

C. HOOKED AT ONE END ONLY.

D. MINIMUM HORIZONTAL LENGTH OF REINFORCING BAR ENCASED IN

CONCRETE FOOTING SHALL BE 20’-0” AS DEFINED IN NEC, ARTICLE 250.

E. MINIMUM VERTICAL PROJECTION OF REINFORCING BAR ABOVE

CONCRETE SLAB SHALL BE 0’-6”.

F. MINIMUM COVER ALL AROUND REINFORCING BAR SHALL BE 2”.

CR-2. 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" #7:4'-2" #8:5'-2" #9:6'-4" #10:7'-8" #11:9'-0"

FOR TOP BARS PROVIDE 1.3 TIMES THE INDICATED LAP LENGTH.

CR-3. LAP LENGTH SHALL BE SPECIFICALLY NOTED ON SHOP DRAWINGS WHERE

MORE THAN ONE BAR MAKES UP A CONTINUOUS STRING.

CR-4. 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-5. REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315.

CR-6. 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-7. CONTINUOUS TOP AND BOTTOM BARS, WHEN SHOWN IN TRANSVERSE SECTION

ONLY, SHALL BE LAPPED AS FOLLOWS:

TOP BARS NEAR MID-SPANS; BOTTOM BARS DIRECTLY OVER SUPPORTS, U.N.O.

CR-8. HOOK HORIZONTAL WALL AND BEAM REINFORCING BARS AT DISCONTINUOUS

ENDS, TYPICAL U.N.O. EXTEND REINFORCEMENT TO FAR FACE OF

PIERS/PEDESTALS AND/OR COLUMNS U.N.O.

CR-9. PROVIDE HOT/COLD WEATHER PROCEDURES AND PROTECTION IN

ACCORDANCE WITH ACI RECOMMENDATIONS AND PROJECT SPECIFICATIONS.

CR-10. CONCRETE REINFORCEMENT PROTECTION/CLEAR COVER, U.N.O.:

FOOTINGS:

BOTTOM & SIDES 3"

TOP 2"

WALLS:

EXTERIOR EXPOSURE 2"

INTERIOR EXPOSURE 1"

CR-11. PROVIDE ADDITIONAL #4 BARS AT 4'-0" LONG 1" BELOW TOP OF SLAB AT

45° TO ALL REENTRANT CORNERS,OPENINGS IN CONCRETE SLABS AND

AS INDICATED ON DRAWINGS.

CR-12. ALL CONCRETE FOUNDATION WALLS SHALL HAVE A MINIMUM OF (2) #5 BARS

CONTINUOUS TOP AND BOTTOM, UNLESS NOTED OR DETAILED OTHERWISE.

CR-13. EXTEND ALL PIER STEEL TO PROVIDE STD. HOOK UNDER FOOTING

REINFORCEMENT, UNLESS NOTED OTHERWISE.

CR-14. 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-15. SEE SECTION 033000 OF SPECIFICATIONS FOR INFORMATION REGARDING

CONCRETE MIX DESIGN, TESTING, MATERIALS, AND ADMIXTURES.

CR-16. ALUMINUM CONDUIT IS NOT PERMITTED TO BE EMBEDDED IN CONCRETE.

CR-17. REFER TO FLATWORK DRAWINGS AND/OR SPECIFICATIONS FOR

SLAB-ON-GRADE FINISH TYPES AND DEPRESSIONS REQUIRED FOR MATS,

TILE, AND OTHER FINISH MATERIALS.

CR-18. PROVIDE FOOTING DOWELS TO MATCH VERTICAL WALL REINFORCING.

WHERE WALL REINFORCING IS NOT INDICATED, DOWEL FOOTING TO

FOUNDATION WALLS WITH #5 REBAR AT 16" O.C. BY 3'-0" LONG, WITH

STANDARD HOOKS EMBEDDED A MINIMUM OF 9" INTO FOOTING.

CR-19. ALL PIER FOOTINGS TO HAVE DOWELS WITH STANDARD HOOKS OF SAME

SIZE AND QUANTITY AS PIER STEEL. DOWELS TO LAP PIER STEEL AS

REQUIRED FOR A CLASS "B" TENSION SPLICE.

CR-20. ALL OPENINGS IN CONCRETE FOUNDATION WALLS ARE TO HAVE (4) #5

DIAGONAL BARS EACH FACE OF THE WALL UNLESS OTHERWISE NOTED.

BARS SHALL EXTEND 2 FEET BEYOND OPENING ON EACH SIDE.

EARTHWORK NOTES

EW-1. SEE SPECIFICATIONS FOR DEFINITION OF MATERIALS AND COMPACTION

REQUIREMENTS.

EW-2. 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.

EW-3. 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.

EW-4. BEFORE PLACING FOOTINGS, FOUNDATIONS OR SLAB-ON-GRADE, THE

SUB-GRADE SHALL BE PREPARED AND INSPECTED AS REQUIRED BY THE

SPECIFICATIONS.

EW-5. EXISTING SOILS MAY EXPERIENCE A LOSS OF STRENGTH IF SURFACE

WATER IS ALLOWED TO ACCUMULATE IN THE EXCAVATIONS; DO NOT

ALLOW SURFACE WATER TO ACCUMULATE IN THE BOTTOM OF

EXCAVATIONS. COMPLY WITH SPECIFICATION SECTION 312319 DEWATERING.

EW-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), U.N.O.

EW-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.

EW-8. BACKFILL AGAINST FOUNDATION WALLS SHALL BE PLACED EVENLY ON ALL

SIDES IN ORDER TO ACHIEVE GENERALLY BALANCED LOADINGS.

STRUCTURAL TESTING AND INSPECTION

TI-1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL STRUCTURAL

WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY

STRUCTURAL INSPECTION PROVIDED BY OTHERS DOES NOT RELIEVE THE

CONTRACTOR OF THIS RESPONSIBILITY. ANY STRUCTURAL DEVIATIONS FROM

THE CONTRACT DOCUMENTS THAT ARE FOUND AT A LATER DATE AND ARE

DECLARED TO BE SIGNIFICANT BY THE STRUCTURAL ENGINEER SHALL BE

CORRECTED BY THE CONTRACTOR WITHOUT COST OR ANY DELAY TO THE

PROJECT SCHEDULE.

TI-2. 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 OFFICERS REPRESENTATIVE.

TI-3. THE CONTRACTOR SHALL PROVIDE THE TESTING AND INSPECTING AGENCY

ACCESS TO ALL PLACES WHERE THE WORK IS BEING PERFORMED. A

MINIMUM OF 24 HOURS NOTIFICATION SHALL BE GIVEN TO THE TESTING

AGENCY AND CONTRACTING OFFICERS REPRESENTATIVE PRIOR TO THE

COMMENCEMENT OF WORK REQUIRING TESTING OR INSPECTION.

TI-4. THE TESTING AGENCY IS NOT AUTHORIZED TO DIRECT OR APPROVE ANY

CHANGES FROM THE CONTRACT DOCUMENTS. IF THE CONTRACTOR WISHES

TO QUESTION THE TESTING AGENCY'S INTERPRETATION OF THE CONTRACT

DOCUMENTS, HE MAY DO SO DIRECTLY WITH THE CONTRACTING OFFICERS

REPRESENTATIVE

TI-5. THE TESTING AGENCY IS NOT AUTHORIZED TO STOP OR DELAY THE WORK. IF

THE CONTRACTOR ELECTS TO CONTINUE WITH A CERTAIN PORTION OF WORK

AFTER BEING NOTIFIED BY THE TESTING AGENCY THAT SUCH WORK IS NOT IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR

DOES SO AT THEIR OWN RISK AND MAY BE REQUIRED TO CORRECT THE

WORK AT A LATER DATE.

TI-6. THE TESTING AND INSPECTING AGENCY IS NOT INSPECTING FOR O.S.H.A.

COMPLIANCE OR REQUIRED TO INSPECT TEMPORARY CONSTRUCTION, SUCH

AS TEMPORARY BRACING. TEMPORARY CONSTRUCTION IS THE

CONTRACTOR'S SOLE RESPONSIBILITY.

TI-8. TESTING AND INSPECTION IS NOT REQUIRED FOR WORK PERFORMED AT AN

OFF-SITE FABRICATION SHOP, UNLESS SPECIFICALLY NOTED OR SPECIFIED

OTHERWISE.

TI-9. THE PROJECT SPECIFICATIONS TYPICALLY INDICATE THE FREQUENCY OF

CONSTRUCTION TESTING AND INSPECTIONS. WHERE THE FREQUENCY IS NOT

INDICATED, THE TESTING AGENCY SHALL SUBMIT A PROPOSAL OF

INSPECTION INTERVALS TO THE CONTRACTING OFFICERS REPRESENTATIVE.

TI-10. THE TESTING AND INSPECTING AGENCY SHALL ISSUE ONGOING REPORTS OF

INSPECTIONS AND TESTS TO THE CONTRACTOR, CONTRACTING OFFICERS

REPRESENTATIVE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED,

TO THE CONTRACTING OFFICERS REPRESENTATIVE.

TI-11. INSPECTION AGENCY SHALL INSPECT FOR CONFORMANCE TO SPECIFIED

REQUIREMENTS FOR PROTECTING NEW CONCRETE AND MASONRY FROM THE

ADVERSE EFFECTS OF WEATHER, HEATING EQUIPMENT AND OTHER

POTENTIALLY HARMFUL CONDITIONS.

TI-12. CONSTRUCTION TESTING AND INSPECTION BY THE TESTING AND INSPECTING

AGENCY IS REQUIRED AS FOLLOWS:

A. CONCRETE TESTING PER THE SPECIFICATIONS.

B. CONCRETE INSPECTION SHALL INCLUDE THE PLACEMENT OF REINFORCEMENT.

REINFORCING BAR SIZES, SPACING, TIES, LAPS, AND COVER.

C. FIELD BOLTING INSPECTIONS SHALL INCLUDE VISUAL INSPECTION OF

ALL THE CONNECTIONS RELATED TO STRUCTURAL STEEL. THE SIZE,

TYPE, AND QUANTITY OF BOLTS AND THEIR INSTALLATION SHALL BE

INSPECTED. WHERE SLIP-CRITICAL OR PRE-TENSIONED BOLTS ARE

SPECIFIED, PRE-TENSIONING OF BOLTS SHALL BE VERIFIED BY TESTING.

TI-13. SPECIAL STRUCTURAL INSPECTIONS ARE REQUIRED AS FOLLOWS PER 2015

INTERNATIONAL BUILDING CODE:

A. STEEL CONSTRUCTION - PER TABLE 1705.2

B. CONCRETE CONSTRUCTION - PER TABLE 1705.3

C. SOILS - PER SECTION 1705.6

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 BY

THE STRUCTURAL ENGINEER.

PRE-ENGINEERED METAL

BUILDING (PMB) SYSTEM NOTES

MB-1. THE ENTIRE PRE-ENGINEERED METAL BUILDING SYSTEM SHALL BE

DESIGNED BY THE METAL BUILDING MANUFACTURER IN CONFORMANCE TO

THE INTERNATIONAL BUILDING CODE, UNIFIED FACILITIES CRITERIA

AND/OR STATE/LOCAL REQUIREMENTS, AND THE "LOW-RISE BUILDING

SYSTEMS MANUAL" AS PUBLISHED BY THE METAL BUILDING

MANUFACTURER'S ASSOCIATION. WHERE THESE CRITERIA CONFLICT, THE

MORE STRINGENT CRITERIA SHALL APPLY.

MB-2. IT IS THE PRE-ENGINEERED METAL BUILDING MANUFACTURER'S

RESPONSIBILITY TO DESIGN THE COMPLETE BUILDING SYSTEM (STEEL

FRAMING, ANCHOR BOLTS, PURLINS, GIRTS, BRACING, CONNECTIONS,

ROOFING, WALL PANELS, ETC.) SUBMIT A CERTIFICATION LETTER BEARING

THE SEAL OF A PROFESSIONAL ENGINEER STATING THE BUILDING

SYSTEM DESIGN MEETS THE INDICATED CODE, PERFORMANCE, AND

LOADING REQUIREMENTS.

MB-3 THE PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL BE

CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

CATEGORY MB.

MB-4 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE ENTIRE METAL

BUILDING SYSTEM FOR REVIEW. THE CONTRACTOR SHALL ALSO SUBMIT A

COMPLETE STRUCTURAL DESIGN ANALYSIS OF THE BUILDING SYSTEM.

THE SHOP DRAWING SUBMITTAL SHALL INCLUDE ALL ANCHOR BOLT

REQUIREMENTS AND FOUNDATION REACTIONS. ALL SHOP DRAWING AND

CALCULATION SUBMITTALS SHALL BEAR THE SEAL OF A PROFESSIONAL

ENGINEER.

MB-5 DESIGN LOADS TO BE USED IN CONNECTION WITH THE METAL BUILDING

DESIGN ARE PER THE "DESIGN CRITERIA". IN ADDITION TO THE ACTUAL

DEAD LOAD, AN ADDITIONAL COLLATERAL ROOF FRAMING DEAD LOAD OF 5

PSF SHALL BE INCLUDED. COORDINATE ANY EQUIPMENT LOADS WITH THE

ARCHITECTURAL DRAWINGS.

MB-6 CALCULATIONS FOR FRAME DEFLECTIONS SHALL BE DONE USING ONLY

THE BARE FRAME METHOD. REDUCTIONS BASED ON ENGINEERING

JUDGEMENT USING THE ASSUMED COMPOSITE STIFFNESS OF THE

BUILDING ENVELOPE SHALL NOT BE PERMITTED. DRIFT SHALL

FOLLOW AISC'S "SERVICEABILITY DESIGN CONSIDERATIONS FOR LOW-

RISE BUILDINGS". CALCULATIONS SHALL BE SUBMITTED VERIFYING

THAT THE ACTUAL DRIFT UNDER CODE REQUIRED LOADINGS DOES

NOT EXCEED THE ALLOWABLE.

MB-7 THE PRE-ENGINEERED MANUFACTURER SHALL PROVIDE ALL GIRTS,

PURLINS, AND OTHER COMPONENTS REQUIRED FOR A COMPLETE SYSTEM.

ALL WALL SYSTEMS, SUCH AS METAL STUDS, STOREFRONTS, ETC. SHALL

BE PROPERLY SUPPORTED BY THE METAL BUILDING SYSTEM.

ALLOWABLE DEFLECTIONS OF COMPONENTS SHALL BE IN ACCORDANCE

WITH THE INTERNATIONAL BUILDING CODE.

MB-8 THE FOUNDATION DESIGN IS BASED UPON INDUSTRY STANDARDS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ANY

REVISIONS REQUIRED AS A RESULT OF A CHANGE IN THE BUILDING

DESIGN ASSUMPTIONS, INCLUDING REDESIGN OF THE FOUNDATIONS.

MB-9 THE SIZE, NUMBER AND PLACEMENT PATTERN OF ALL ANCHOR BOLTS

SHALL BE DETERMINED BY THE PRE-ENGINEERED BUILDING

MANUFACTURER. MINIMUM ANCHOR BOLT EMBEDMENTS ARE INDICATED

ON THE CONTRACT DRAWINGS.

MB-10 THE PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED BY THE

MANUFACTURER TO RESIST LATERAL LOADS AS FOLLOWS:

INTERIOR FRAME LINES - RIGID FRAMES (PINNED BASED COLUMNS)

PERIMETER WALL LINES - BRACED BAYS OR PORTAL FRAMES

MB-11 THE METAL BUILDING ERECTOR SHALL PROVIDE ALL TEMPORARY GUYING

AND BRACING (SEE "GENERAL STRUCTURAL NOTES").

MB-12 UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STEEL MEMBERS SHALL

BE CLEANED AND PAINTED IN ACCORDANCE WITH MANUFACTURER'S

STANDARD PROCEDURES OR THE CONTRACT DOCUMENTS, WHICHEVER IS

MORE STRINGENT.

THE FOLLOWING REACTIONS ARE THE MAXIMUM ALLOWED LOADS ON THIS

FOUNDATION DESIGN.

REACTION PER COLUMN ON TYPICAL FRAME.

DL 6.0k DOWN WL 10.0k UPLIFT LL 9.0k DOWN SL 10.0k DOWN

REACTIONS FOR COLUMNS ON LINES 2 AND 7 WERE ASSUMED TO BE HALF OF

TYPICAL FRAME.

PRE-ENGINEERED METAL

BUILDING REACTIONS:

Mead & Hunt, Inc.

2440 Deming Way

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

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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S-001

STRUCTURAL NOTES

XGFG62010ANG NO.:

3141300-160811.01

MAB

JJB

September 30, 2016

ZJE

B.O. = BOTTOM OF ________

BP# = BASE PLATE TYPE

BRG = BEARING

C TO C = CENTER TO CENTER

CCJ = CONSTRUCTION CONTROL JOINT

CJ = CONTROL JOINT

CLSM = CONTROLLED LOW STRENGTH MATERIAL ("FLOWABLE FILL")

CONT = CONTINUOUS

COR = CONTRACTING OFFICERS REPRESENTATIVE

DIA = DIAMETER

EF = EACH FACE

EL = ELEVATION

EW = EACH WAY

F# = SPREAD FOOTING TYPE

FDTN = FOUNDATION

FV = FIELD VERIFY

GALV = GALVANIZED

LLH = LONG LEG HORIZONTAL

LLV = LONG LEG VERTICAL

NIC = NOT IN CONTRACT

NTS = NOT TO SCALE

OC = ON CENTER

P# = PIER TYPE

Rxn = REACTION

SF# = STRIP FOOTING TYPE

SIM = SIMILAR

STL = STEEL

T.O. = TOP OF ________

TBD = TO BE DETERMINED

TOC = TOP OF COLUMN

TOF = TOP OF FOOTING

TOL = TOP OF LEDGE

TOP = TOP OF PIER

TOS = TOP OF STEEL

TOW = TOP OF WALL

TSL = TOP OF SLAB

TYP = TYPICAL

UNO = UNLESS NOTED OTHERWISE

WWF = WELDED WIRE FABRIC/REINFORCEMENT

09/30/16 B-3 FINAL

FOUNDATION

PLAN GENERAL NOTES:

1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON CIVIL SITE…