Attachment 3 - DWGS.pdf

PDF 28 MB Posted Feb 1, 2023

Attached to: UTES 2 BAY Addition: Pre-Engineered Metal Building with 30 Ton Crane
Solicitation number: W91364-23-B-0002
Issued by: Department of the Army Ohio Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document includes a federal contract opportunity solicitation for construction services. The U.S. Army Ohio Army National Guard is seeking bids for a firm fixed price contract to construct an approximately 6,480 square foot addition to an existing Unit Training Equipment Site vehicle maintenance facility at Camp James A. Garfield Joint Military Training Center in Ravenna, Ohio. The addition will include two drive-through work bays and be a pre-engineered metal building with metal exterior roof and wall panels to match the existing facility. In addition to the base work, the solicitation includes nine options. Bids are due by the date and time specified in block 13 of the solicitation. The contract award will be made to the responsible bidder whose conforming bid is the most advantageous to the government considering only price.

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Other files

File	Type	Posted
Bid Abstract OF1419 W91364-23-B-0002 06JUN23.pdf	PDF	Jun 6, 2023
Bid Abstract OF1419 W91364-23-B-0002.pdf	PDF	Mar 17, 2023
W91364-23-B-0002-0001 Solicitation Amendment.pdf	PDF	Mar 10, 2023
W91364-23-B-0002-004 SF30.pdf	PDF	Mar 10, 2023
Government Response to Request for Information 10MAR23.docx	DOCX document	Mar 10, 2023
W91364-23-B-0002-0002 Solicitation Amendment.pdf	PDF	Mar 10, 2023
W91364-23-B-0002-0004 Solicitation Amendment.pdf	PDF	Mar 10, 2023
W91364-23-B-0002-0003 Solicitation Amendment.pdf	PDF	Mar 10, 2023
Government Response to Request for Information 07MAR23.docx	DOCX document	Mar 7, 2023
224233 Wash Fountain.doc	DOC document	Mar 7, 2023
221319.13 Sanitary Drains.doc	DOC document	Mar 7, 2023
W91364-23-B-0002-001 SF30.pdf	PDF	Mar 7, 2023
W91364-23-B-0002-003 SF30.pdf	PDF	Mar 7, 2023
W91364-23-B-0002-002 SF30.pdf	PDF	Mar 7, 2023
UTES - Site Visit Sign-in Sheet 14FEB23.pdf	PDF	Feb 27, 2023
Government Response to Request for Information 23FEB23.docx	DOCX document	Feb 27, 2023
W91364-23-B-0002-0002 Solicitation Amendment.pdf	PDF	Feb 27, 2023
Site Visit Location with Map.pdf	PDF	Feb 10, 2023
W91364-23-B-0002-0001 Solicitation Amendment.pdf	PDF	Feb 10, 2023
Attachment 1 - SOW.pdf	PDF	Feb 1, 2023
Attachment 4 - Submittals.pdf	PDF	Feb 1, 2023
Attachment 5 - RFI Form.pdf	PDF	Feb 1, 2023
Attachment 2 - SPECS.pdf	PDF	Feb 1, 2023
W91364-23-B-0002 Solicitation UTES 2 BAY Addition.pdf	PDF	Feb 1, 2023

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G-001

COVER SHEET

RKF

CN/KZ

RKF

D W

A M

S E

R S

L O

M S

W G

A V

A T

L O

A T

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

NOVEMBER 9, 2022

507101521

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

P r o j e c t

N o

B r a c e v i l l e

T w p

T r u m b u l l

C o

C J A

J M

T o a y

A d d i t i o nC

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

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| m ott ma c.c om

O h i r m y

N a t i o n a l

G u a r d

BID DOCUMENTS

12/01/2020A-2(35%) REPORT

03/04/2021B-1(60%) SUBMISSION

12/17/2021B-2(95%) SUBMISSION

11/9/2022BID DOCUMENTSD

NOT TO SCALE

VACINITY MAP

NOT TO SCALE

LOCATION MAP

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PROJECT

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LOCATION

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%%UNEW WORK BAY

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EXISTING WORK BAY

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EXISTING OFFICE

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& STORAGE

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EXISTING BLDG.

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PROJECT

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LOCATION

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%%UNEW WORK BAY

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EXISTING WORK BAY

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EXISTING OFFICE

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& STORAGE

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EXISTING BLDG.

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CAMP JAMES A. GARFIELD JOINT MILITARY TRAINING CENTER

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UTES TWO BAY ADDITION

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PROJECT # 390321

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OHIO ARMY NATIONAL GUARD

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BRACEVILLE TOWNSHIP, TRUMBULL COUNTY, OHIO

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THE NATIONAL GUARD BUREAU

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CONTRACT: W9133L-16-D-0005

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ORDER: W9136420F0093

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BLDG # C-0200

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

NOVEMBER 9, 2022

507101521

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

P r o j e c t

N o

B r a c e v i l p

T r u m b u l l

C o

C J A

J M

T y

A d d i t i o nC

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

.34

| m ott ma c.c om

O h m y

N a t i o n a l

G u a r d

BID DOCUMENTS

12/01/2020A-2(35%) REPORT

03/04/2021B-1(60%) SUBMISSION

12/17/2021B-2(95%) SUBMISSION

11/9/2022BID DOCUMENTSD

G-002

INDEX OF DRAWINGS.

GENERAL NOTES, DEMO. NOTES,

ABBREVIATIONS & LEGEND

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ABI SCHEDULE

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ABI NO. 1 OPTIONAL UPGRADE EXISTING BAYS VEHICLE EXHAUST

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ABI NO. 2 ELECTRICAL SERVICE UPGRADE (ALLOWANCE)

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ABI NO. 3 ADDITIONAL LIGHTNING PROTECTION SYSTEMS

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ABI NO. 4 OPTIONAL CEILING MOUNTED CIRCULATION FANS

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ABI NO. 5 FLOOR UTILITY TRENCHES

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ABI NO. 6 OPTIONAL PLUMBING FIXTURES/UPGRADES

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ABI NO. 7 BRIDGE CRANES

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ABI NO. 8 TRENCH BETWEEN BAYS

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ABI NO. 9 WEST GRAVEL PARKING TO CONCRETE

AutoCAD SHX Text ALL WORK, MATERIALS AND WORKMANSHIP SHALL CONFIRM TO THE REQUIREMENTS OF ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. WHERE SUCH CODES, RULES AND REGULATIONS ARE AT VARIANCE WITH THE PLANS AND NOTES, SAID CODES, RULES AND REGULATIONS, ETC. SHALL TAKE PRECEDENCE OVER THE PLANS AND NOTES.

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%%UGENERAL NOTES

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE AND SHALL REPORT ANY DISCREPANCIES TO THE GOVERNMENT PRIOR TO STARTING CONSTRUCTION. COMMENCEMENT OF THE WORK BY THE CONTRACTOR SHALL IMPLY HIS ACCEPTANCE OF ALL EXISTING CONDITIONS.

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LEAST POSSIBLE NOISE, DUST, OR DISTURBANCE TO OCCUPANTS, ADJACENT SITES

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ALL WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE

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THE CONTRACTOR SHALL PROVIDE PROTECTION FOR THE GENERAL PUBLIC AND

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CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION SITE.

AutoCAD SHX Text THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND/ REGULATIONS AND PAYING FOR AND OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND PERMITS, NECESSARY TO PERFORM ALL WORK AND SERVICES HEREIN NOTED OR INDICATED ON THE DRAWINGS.

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AND BUILDINGS.

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DETAILS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE

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IMPLY ALL CONDITIONS TREATED SIMILARLY.

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INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYP."

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AutoCAD SHX Text ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PUBLISHED SPECIFICATIONS AND RECOMMENDED PRACTICES OF THE MANUFACTURERS AND THE APPROPRIATE APPLICABLE STANDARDS.

AutoCAD SHX Text THE CONTRACTOR MUST FULLY INFORM HIMSELF OF THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR UNDER WHICH THE WORK WILL BE PERFORMED AND COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE WORK IN PLACE. FAILURE TO DO SO WILL NOT RELIEVE CONTRACTOR OF HIS OBLIGATIONS TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT DOCUMENTS AND TO COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID. EACH CONTRACTOR, IN THE CARRYING OUT OF HIS WORK, SHALL EMPLOY SUCH METHODS OR MEANS THAT WILL NOT CAUSE ANY INTERRUPTIONS OR INTERFERENCE WITHIN THE WORK OF ANY OTHER.

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INDICATED ON THE DRAWINGS.

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MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER

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CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE

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AutoCAD SHX Text CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE SOIL CONSERVATION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IN ACCORDANCE WITH THE PROVISIONS OF THE STATE OF OHIO AND CJAG JMTC.

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%%UABBREVIATIONS:

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%%UGENERAL SYMBOLS

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LETTER IDENTIFICATION

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DRAWING NUMBER WHERE ELEVATION IS LOCATED

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ELEVATION

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SECTION

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NUMBER IDENTIFICATION

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DRAWING NUMBER WHERE SECTION IS LOCATED

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DETAIL

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NUMBER IDENTIFICATION

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DRAWING NUMBER WHERE DETAIL IS LOCATED

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INTERIOR ELEVATION

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LETTER IDENTIFICATION

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DRAWING NUMBER WHERE ELEVATION IS LOCATED

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1. PRIOR TO START OF DEMOLITION, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. NOTE EXISTING PRIOR TO START OF DEMOLITION, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. NOTE EXISTING CONDITIONS OF STRUCTURE SURFACES, EQUIPMENT, OR SURROUNDING PROPERTY THAT COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOLITION WORK; FILE WITH STATE PRIOR TO STARTING WORK. 2. THE CONTRACTING OFFICER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR THE CONTRACTING OFFICER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED OR REMOVED. 3. ALL DEMOLITION ACTIVITIES, CUTTING AND PATCHING REQUIRED IN CONNECTION WITH THE WORK SHALL ALL DEMOLITION ACTIVITIES, CUTTING AND PATCHING REQUIRED IN CONNECTION WITH THE WORK SHALL BE PERFORMED BY MECHANICS OF THE SPECIFIC TRADE INVOLVED AND AS REQUIRED TO EXECUTE EACH LINE OF WORK. ALL PATCHING SHALL BE FINISHED TO MATCH ADJACENT SURFACES EITHER NEW OR EXISTING TO REMAIN. 4. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN A MANNER TO ENSURE MINIMUM CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 5. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES, LATEST EDITIONS. 6. ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OFF THE PROPERTY.ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OFF THE PROPERTY.

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GENERAL DEMOLITION NOTES

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INDEX OF DRAWINGS

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COVER SHEET

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DRAWING TITLE

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SHEET

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NO.

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GENERAL NOTES

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INDEX OF DRAWINGS, GENERAL NOTES, DEMO. NOTES, ABBREVIATIONS & LEGEND

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TYPICAL DETAILS

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GROUND FLOOR PLAN

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ROOF PLAN AND DETAILS

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HIGH ROOF PLAN

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REFLECTED CEILING PLAN

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EXTERIOR ELEVATIONS

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EGRESS PLAN

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OVERALL LOCATION PLAN

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EXISTING CONDITION WITH TOPOGRAPHY

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DEMOLITION PLAN

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LAYOUT PLAN

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UTILITY PLAN

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CODE DATA

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CIVIL

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TITLE

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LOW ROOF/CRANE RAIL PLAN

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SECTIONS AND DETAILS

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FLOOR PLAN

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MECHANICAL

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ROOF PLAN - NEW WORK

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FLOW DIAGRAMS AND DETAILS

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DETAILS

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SCHEDULES

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FLOOR PLAN - DEMOLITION

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AutoCAD SHX Text A-301

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COVER SHEET

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FLOOR PLAN - DEMOLITION

AutoCAD SHX Text P-101

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FLOOR PLAN - NEW WORK

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AutoCAD SHX Text P-501

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SCHEDULES

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CONTROL DIAGRAMS

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DETAILS

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RISER DIAGRAMS

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BUILDING SECTIONS

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WALL SECTIONS AND DETAILS

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WINDOW AND LOUVER SCHEDULES AND DETAILS

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COVER SHEET

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FOUNDATION DETAILS

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WALL SECTIONS

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FLOOR PLAN - NEW WORK

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NOTES, SYMBOLS AND ABBREVIATIONS

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DOOR AND ROOM FINISH SCHEDULE AND DETAILS

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ED-101

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DEMOLITION PLAN

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RISER DIAGRAMS

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COVER SHEET AND GENERAL NOTES

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GRADING PLAN

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STORM WATER POLLUTION PREVENTION PLAN

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STORM WATER POLLUTION PREVENTION PLAN NOTES

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DRAWING

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NO.

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STORM WATER POLLUTION PREVENTION PLAN DETAILS

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STANDARD DETAILS

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STRUCTURAL

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ARCHITECTURAL

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FLOOR PLAN - RADIANT HEAT NEW WORK

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PLUMBING

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ELECTRICAL

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POWER PLAN

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RECEPTACLE, DATA AND GROUNDING PLAN

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POWER AND LIGHTING PROTECTION PLAN

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LIGHTING PLAN

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PANEL SCHEDULES, SINGLE LINE DIAGRAM AND FIXTURE SCHEDULE

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ALUMINUM

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ALUM

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ABOVE FINISHED FLOOR

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CONCRETE

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CONC

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CONTINUOUS

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CONT

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HOLLOW METAL

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DETAIL

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DET

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DRAWING

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DWG

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EXPANSION JOINT

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FIRE EXTINGUISHER

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CONTROL JOINT

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DIAMETER

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DIA

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ELEVATION

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EL/ELEV

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FOOT/FEET

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FLOOR DRAIN

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VEHICLE EXHAUST SIR VAC UNIT

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EXTERIOR

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EXT

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DIMENSION

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DIM

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POUNDS

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LBS

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HORIZONTAL

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HORIZ

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GALVANIZED

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GALV

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BOLLARD

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BOTTOM OF

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BASIS OF DESIGN

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BOD

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CEILING FAN

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COLUMN

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COL

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FIELD VERIFY

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FIRE ALARM CONTROL PANEL

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FACP

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FIRE ALARM TRANSCEIVER PANEL

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FATP

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GRADE CLEAN OUT

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GCO

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GOV'T FURNISHED CONTRACTOR INSTALLED

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GFCI

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IN ACCORDANCE WITH

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IAW

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INCH

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INSIDER DIAMETER

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JOINT

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LIGHT WEIGHT

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LT WT

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MAXIMUM

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MAX

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OUTSIDE DIAMETER

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MECHANICAL

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MECH

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LINEAR FEET

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MANUFACTURER

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MANUF

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MINIMUM

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MIN

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NOT APPLICABLE

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NOT IN CONTRACT

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NIC

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NOT TO SCALE

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NTS

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ON CENTER

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SECTION

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SECT

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OVERHEAD

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PRESSURE TREATED

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REFLECTED CEILING PLAN

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RCP

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ROOF DAIN

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REINFORCING

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REINF

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ROOF TOP UNIT

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RTU

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TYPICAL

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TYP

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SQUARE FEET

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SPECIFICATION

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SPEC

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SQUARE

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STAINLESS STEEL

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SIDEWALK

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TOP OF

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UNLESS NOTED OTHERWISE

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UNO

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VERIFY IN FIELD

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VIF

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ROOF DETAILS

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AutoCAD SHX Text ALL EQUIPMENT POWER/ELECTRICAL, GAS, WATER, AND VENTILATION CONNECTIONS ARE BASED ON THE BASIS OF DESIGN EQUIPMENT. IF SUBMITTED EQUIVALENT REQUIRES DIFFERENT POWER/ELECTRIC, GAS, WATER AND VENTILATION CONNECTIONS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL ENGINEERING SIGNED AND SEALED CALCULATIONS, AND DRAWINGS DESIGNING THE UPGRADE UTILITY SIZES AND VERIFYING THAT THE CONTRACT DOCUMENTS DESIGNED SIZES ARE SUFFICIENT FOR THE EQUIPMENT.

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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WATERTIGHT INTEGRITY OF THE BUILDING AT ALL TIMES. ALL WATER DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE GOVERNMENT.

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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE/RELOCATE PORTIONS OF THE EXISTING CONSTRUCTION THAT CONFLICTS WITH THE WORK AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE GOVERNMENT.

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TYPICAL DETAILS

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WALL SECTIONS

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TRAVEL DISTANCE

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

NOVEMBER 9, 2022

507101521

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

P r o j e c t

N o

B r a c e v i l p

T r u m b u l l

C o

C J A

J M

T y

A d d i t i o nC

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

.34

| m ott ma c.c om

O h m y

N a t i o n a l

G u a r d

BID DOCUMENTS

12/01/2020A-2(35%) REPORT

03/04/2021B-1(60%) SUBMISSION

12/17/2021B-2(95%) SUBMISSION

11/9/2022BID DOCUMENTSD

SCALE: 1/8" = 1'-0"

1680 4

G-011

EGRESS PLAN

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EXISTING EGRESS PATH & LOADS UNCHANGED

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EXISTING EGRESS PATH & LOADS UNCHANGED

AutoCAD SHX Text 5'x5' FROST-FREE SLAB, TYP., SEE STRUCTURAL

AutoCAD SHX Text 5'x7' FROST-FREE SLAB, TYP., SEE STRUCTURAL

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WORK BAYS

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6480 SF ADDITION 300 SF / OCC 22 OCC

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7290± SF ± SF SF 300 SF / OCC 24 OCC

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EXISTING

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WORK BAYS

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EXIST.

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MECHANICAL ROOM

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EXIST. WOMEN'S LOCKER

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ROOM

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EXIST. MEN'S

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LOCKER ROOM

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EXIST.

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BREAKROOM

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EXIST.

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TELE/COMM

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EXIST.

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OFFICE

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EXIST.

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OFFICE

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50± SF ± SF SF 300 SF / OCC 1 OCC

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255± SF ± SF SF 300 SF / OCC 1 OCC

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250± SF ± SF SF

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425± SF ± SF SF

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525± SF ± SF SF 100 SF / OCC 5 OCC

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110± SF ± SF SF 100 SF / OCC 1 OCC

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145± SF ± SF SF 100 SF / OCC 1 OCC

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EXISTING EXTERIOR LOADING DOCK

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EXIST.

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VAULT

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EXIST.

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STORAGE

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EXIST.

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OFFICE

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EXIST.

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BATTERY ROOM

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EXIST.

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OPEN OFFICE

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EXIST. FLAMMABLE

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MATERIAL STORAGE

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EXIST. CONTROLLED

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WASTE STORAGE

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EXIST.

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JANITOR'S CLO.

AutoCAD SHX Text 102A

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2950± SF ± SF SF 300 SF / OCC 10 OCC

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215± SF ± SF SF 300 SF / OCC 1 OCC

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165± SF ± SF SF 300 SF / OCC 1 OCC

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40± SF ± SF SF 100 SF / OCC 1 OCC

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EXIST.

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CORRIDOR

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140± SF ± SF SF 100 SF / OCC 1 OCC

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170± SF ± SF SF 171 SF / OCC 2 OCC

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790± SF ± SF SF 100 SF / OCC 8 OCC

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525± SF ± SF SF 100 SF / OCC 5 OCC

AutoCAD SHX Text N

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F.E. (D/25LB)

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F.E. (D/25LB)

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F.E. (ABC/10LB)

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F.E. (ABC/10LB)

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%%UFIRE RATING LEGEND:

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1-HR

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2-HR

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3-HR

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4-HR

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%%UNOTE:

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SEE SHEET G-012 FOR CODE DATA

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EGRESS PLAN LEGEND:

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(SEE TRAVEL DISTANCE TABLE FOR LENGTH)

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TRAVEL DISTANCE

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EMERGENCY EXIT SIGN

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WALL MOUNTED FIRE EXTINGUISHER

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CLASS AND WEIGHT

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TRAVEL DISTANCE FOR FIRE EXTINGUISHER

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PER NFPA 10

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XXX SF/OCC

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XX OCC

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NUMBER OF OCCUPANTS PER ARE AND TOTAL

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OCCUPANTS AT EACH ROOM

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SAFETY SHOWER AND EYEWASH

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POINT

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TOTAL DISTANCE TRAVEL

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DOOR

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AutoCAD SHX Text 80'-0"

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MAX TRAVEL DISTANCE

AutoCAD SHX Text 200'-0"

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COMMON PATH OF TRAVEL

AutoCAD SHX Text 31'-2"

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MAX COMMON PATH OF TRAVEL

AutoCAD SHX Text 50'-0"

AutoCAD SHX Text NOTE: ALL DOORS ARE EQUAL TO OR LESS THAN 80'-0" FROM ANY POINT IN WORK BAYS 116 ADDITION.

AutoCAD SHX Text

%%UEGRESS PLAN

1/8"=1'-0"

REQUIRED

OCCUPANCIES WILL

BE USED.

EXISTING MIXED

USES ARE

SEPARATED BY

EXISTING FIRE

RATED PARTITIONS.

SEE 2A AND 5

BELOW.

CATEGORY: CODE OR STANDARD REQUIREMENT:ACTUAL IMPLEMENTED

CODE/STANDARD

REQUIREMENT:

2. OCCUPANCY

CLASSIFICATION: UFC

APPENDIX B AND IBC

CHAPTER

EXISTING & ADDITION VEHICLE

MAINTENANCE:

MODERATE HAZARD STORAGE

GROUP S-1 (IBC: 311.2)

STORAGE ORDINARY HAZARD

(NFPA101 6.1.12 AND 40)

EXISTING UNHEATED STORAGE:

MODERATE HAZARD STORAGE

GROUP S-1 (IBC: 311.2)

STORAGE ORDINARY HAZARD

(NFPA101 6.1.13 AND 42)

EXISTING ADMINISTRATION

(OFFICES, TOILETS, BREAKROOM, JC,

MECH ROOM):

BUSINESS GROUP B (IBC: 304.1)

NEW BUSINESS (NFPA101 6.1.11

AND 38)

EXISTING FLAMMABLE MATERIALS

STORAGE:

HIGH HAZARD GROUP H-3 (IBC:

307.5)

EXISTING CONTROLLED WASTE

STORAGE:

HIGH HAZARD GROUP H-3 (IBC:

307.5)

EXISTING BATTERY ROOM:

HIGH HAZARD GROUP H-4 (IBC:

307.6)

2A. CODE COMPLIANCE

APPROACH

IBC: 508.4:

SEE 5. FIRE RESISTIVE REQUIREMENTS:

SECTION BELOW

IBC, MIXED

OCCUPANCY -

SEPARATED

OCCUPANCY

APPROACH IS USED.

NFPA, SEPARATED

OCCUPANCY

APPROACH IS USED.

VEHICLE MAINTENANCE:

EXISTING BAYS AND

ADDITION = 7,290± SF +

6,480SF = 13,770± SF

ACTUAL EXISTING

BUILDING TOTAL AREA:

14,990± SF + ADDITION:

6,480 SF = 21,470± SF

(2)EXISTING FIRE AREAS:

SEPARATED BY EXISTING

3-HOUR FIRE-RATING

ALSO SEE 5. FIRE

RESISTIVE

REQUIREMENTS:

SECTION BELOW

FIRE AREA 1 TOTAL:

17,954± SF

S-1: VEHICLE

MAINTENANCE:

6,480 SF (ADDITION)

7,290± SF (EXISTING

BAYS)

EXISTING

ADMINISTRATIVE

4,184± SF (INCL. PARTS,

VAULT, BATTERY ROOM

AND TOILETS)

FIRE AREA 2:

EXISTING STORAGE:

3,516± SF INCLUDING

(EXIST'G FLAMMABLE

MATERIALS STORAGE &

EXIST'G CONTROLLED

WASTE STORAGE)

ALLOWABLE AREA INCREASES

IBC SECTION 506, 507:

3. CONSTRUCTION TYPE:

IBC CHAPTER 6

TYPE II-B (IBC: TABLE 601) TYPE II-B

4. AREA LIMITATIONS: IBC CHAPTER 5, TABLE 506.2, 508.4.2

VEHICLE MAINTENANCE:

S-1, NS, II-B = 17,500 SF MAX.

WITH FRONTAGE INCREASE = 26,250 SF

MAX.

EXISTING STORAGE:

S-1, NS, II-B = 17,500 SF MAX.

EXISTING ADMINISTRATIVE:

B, NS, II-B = 23,000 SF MAX.

508.4.2:

THE SUM OF THE RATIOS OF THE ACTUAL

BUILDING AREA OF EACH SEPARATED

OCCUPANCY DIVIDED BY THE ALLOWABLE

BUILDING AREA OF EACH SEPARATED

OCCUPANCY SHALL NOT EXCEED 1

ALLOWABLE FLOOR AREAS

IBC SECTION 506, 507, 508:

506.3 FRONTAGE INCREASE

VEHICLE MAINTENANCE:

S-1 = 3 STORIES (TABLE 504.4)

S-1 = 55 FEET MAX (TABLE 504.3)

H-2 = 55 FEET MAX (TABLE 504.3)

WAREHOUSE:

S-1 = 3 STORIES (TABLE 504.4)

S-1 = 55 FEET MAX (TABLE 504.3)

H-3 = 2 STORIES (TABLE 504.4)

H-3 = 55 FEET MAX (TABLE 504.3)

ADMINISTRATIVE:

B = 4 STORIES (TABLE 504.4)

B = 55 FEET MAX (TABLE 504.3)

H-4 = 3 STORIES (TABLE 504.4)

H-4 = 55 FEET MAX (TABLE 504.3)

VEHICLE MAINTENANCE

(ADDITION):

S-1 = 1 STORY

S-1 = 40'-0”

VEHICLE MAINTENANCE

(EXISTING):

S-1 = 1 STORY

S-1 = 27'-0”±

EXISTING STORAGE

(WAREHOUSE):

S-1, H-3 = 1 STORY

S-1, H-3 = 14'-0”±

EXISTING

ADMINISTRATIVE:

B, H-4 = 1 STORY

B, H-4 = 14'-0”±

8. AUTOMATIC SPRINKLERS

AND OTHER EXTINGUISHING

EQUIPMENT:

UFC 3-600-01

INCREASE FACTOR = 0.50

MAXIMUM HEIGHT OF

BUILDING:

IBC SECTION 504

IBC TABLE 508.4 (NS):

S-1 (ADDITION) / S-1 (EXISTING BAYS) =

0 HOURS

S-1/ B = 0 HOURS

S-1/ H-2 = 3 HOURS

S-1/ H-3, H-4 = 2 HOURS

S-1 (ADDITION BAYS) /

S-1 (EXISTING BAYS) =

0 HOURS

S-1/ B = 1 HOUR

(EXISTING) BETWEEN

EXISTING WORK BAYS

AND EXISTING

ADMINISTRATIVE

S-1/ B = 3 HOURS

(EXISTING) BETWEEN

EXISTING UNHEATED

STORAGE AND

EXISTING

ADMINISTRATIVE

S-1/ H-3 = 4 HOURS

(EXISTING) BETWEEN

EXISTING UNHEATED

STORAGE AND

EXISTING FLAMMABLE

STORAGE AND

CONTROLLED WASTE

S-1/ H-4 = 2 HOURS

(EXISTING) BETWEEN

EXISTING WORK BAYS

AND EXISTING

BATTERY ROOM.

PRIMARY STRUCTURAL FRAME:

S-1, II-B, ADDITION

5. FIRE RESISTIVE

REQUIREMENTS:

IBC TABLES 601 & 602

0 HOURS (TABLE 601) 0 HOURS

EXTERIOR BEARING WALLS:

INTERIOR BEARING WALLS:

INTERIOR NON-BEARING

WALLS

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY

MEMBERS

ROOF CONSTRUCTION AND

ASSOCIATED SECONDARY

MEMBERS

FIRE SEPARATION:

6. ENCLOSURE PROTECTION:

CORRIDOR: NFPA101 VEHICLE MAINTENANCE:

NOT APPLICABLE - NO CORRIDORS. N/A

ACCESSORY USE AREA:

0 HOURS FOR USE NOT OCCUPYING MORE

THAN 10% OF THE AREA OF ANY FLOOR

(IBC 509.3)

AREAS <10%

NO RATING REQUIRED.

MECHANICAL ROOMS:

FURNACE ROOMS W/ EQUIPMENT OVER

400 MBH REQUIRE FIRE EXTINGUISHING

SYSTEM OR 1-HOUR SEPARATION. (IBC

TABLE 509)

N/A EXISTING

MECHANICAL ROOM

DOES NOT HAVE A

FURNACE.

NOT REQUIRED PER NFPA 30A 7.4.6 (2)

PER UFC 3-600-01 4-45.1.2 FOR VEHICLE

MAINTENANCE FACILITIES THAT ARE ONE

STORY AND LESS THAN 12,000 SF

ADDITION SHALL BE

NON-SPRINKLERED,

PER AHJ.

EXISTING TO REMAIN

NON-SPRINKLERED.

9. STANDPIPE SYSTEM

UFC 3-600-01

REQUIRED IN BUILDINGS THAT ARE FOUR

STORIES OR MORE IN HEIGHT.

NOT REQUIRED. ONE

STORY BUILDING.

10. FIRE AND SMOKE

DAMPERS:

NFPA 90A 5.3.1.1.

REQUIRED IN DUCTWORK THROUGH

2-HOUR FIRE-RATED PARTITIONS OR

GREATER.

NOT APPLICABLE, NO

2-HOUR WALLS IN

ADDITION SCOPE OF

WORK.

11. DETECTION ALARM AND

COMMUNICATION:

UFC 3-600-01, CHAPTER 5

NFPA 101 PAR. 3.4 (CHAPTERS

38, 40, 42)

FIRE ALARM EVACUATION SYSTEM

REQUIRED

AUTOMATIC FIRE DETECTION SYSTEM

REQUIRED.

NEW FIRE ALARM

EVACUATION SYSTEM

AND DETECTION SYSTEM

SHALL BE PROVIDED

12. INTERIOR FINISHES

(CLASSIFICATION):

NFPA 101

EXITS, CORRIDORS AND EXIT

ACCESS

EXIT ENCLOSURES CLASS A OR B, LOBBIES

AND CORRIDORS. CLASS A OR B AND

OTHER SPACES CLASS A, B, OR C. (NFPA

38.3.3.2)

NO CORRIDORS, NOT

APPLICABLE.

13. MEANS OF EGRESS,

SEPARATION OF MEANS OF

EGRESS:

NFPA 101 CHAPTERS 7, 38, 40,

OCCUPANT LOAD:

NFPA 101

VEHICLE MAINTENANCE:

STORAGE = 1 PERSON PER 300 SF

(NFPA TABLE 7.3.1.2).

WAREHOUSE:

STORAGE = 1 PERSON PER 300 SF

(NFPA TABLE 7.3.1.2).

ADMINISTRATIVE:

BUSINESS = 1 PERSON PER 100 SF

(NFPA TABLE 7.3.1.2).

VEHICLE MAINT

(ADDITION).: (22 P TOTAL)

VEHICLE MAINT

(EXISTING): 25P

EXIST. STORAGE: (12P

TOTAL)

EXIST.

ADMINISTRATIVE: (26P

TOTAL)

TOTAL: 83 PEOPLE

EGRESS CAPACITY (DOORS):

NFPA 101

CORRIDORS/DOORS: 0.20”/PERSON

MIN DOOR WIDTH: 32” CLEAR WIDTH FOR

EXISTING DOORS (NFPA 7.2.1.2.3.2 FOR

EXISTING BUILDINGS)

MINIMUM 34” CLEAR

DOORS WILL BE USED.

EXIT ACCESS CORRIDORS

NFPA

CORRIDORS USED AS EXIT ACCESS SERVING

AN AREA HAVING AN OCCUPANT LOAD

EXCEEDING 30 SHALL BE SEPARATED FROM

OTHER PARTS OF THE BUILDING BY WALLS

HAVING NOT LESS THAN A 1-HOUR FIRE

RESISTANCE RATING. (NFPA 7.1.3.1)

NOT APPLICABLE. NO

CORRIDORS IN

ADDITION.

3. INSULATION REQUIREMENTS AS BASED ON ASHRAE 90.1, 2013, TABLE 5.5-5, “BUILDING ENVELOPE REQUIREMENTS” (R-VALUE MINIMUMS, U-VALUE & AIR LEAKAGE & SHGC & AIR LEAKAGE MAXIMUMS):

CLIMATE ZONE 5A

PRE-ENGINEERED METAL BUILDING VEHICLE MAINTENANCE ADDITION:

ROOFS: R-19 + R-11 LS OR R-25 + R-8 LS

WALLS, ABOVE GRADE: R-0 + R-19 CONTINUOUS BATT INSULATION.

WALLS, BELOW GRADE: R-7.5 CONTINUOUS INSULATION.

SLAB-ON-GRADE FLOORS (HEATED): R-20 FOR 48 INCHES

FIXED FENESTRATION: U-0.36; SHGC-0.38; VT/SHGC-1.10 (MIN)

OPAQUE SWINGING DOORS: U-0.37

METAL COILING DOORS U-0.440: AIR LEAKAGE 0.4 CFM/SQ. FT.

4. ADDITIONAL INSULATION REQUIREMENTS TO SATISFY THE ENERGY POLICY ACT OF 2005:

PRE-ENGINEERED METAL BUILDING VEHICLE MAINTENANCE ADDITION:

STANDING SEAM METAL ROOF

R-11 BATT INSULATION IS BETWEEN THE ROOF PURLINS AND R-19 CONTINUOUS BATT

INSULATION IS INSTALLED.

WALLS

R-19 CONTINUOUS BATT INSULATION IS INSTALLED. R-3 THERMAL SPACERS ARE USED

WHERE THE ROOF PANEL CLIPS COMPRESS THE INSULATION.

WALLS, BELOW GRADE: R-10, 2” THICK CONTINUOUS RIGID INSULATION.

SLAB-ON-GRADE FLOORS: R-20, 4” THICK CONTINUOUS RIGID INSULATION FOR 48” FROM

EXTERIOR FOUNDATION WALL.

EXTERIOR WINDOWS:AN ASSEMBLY WITH A MAXIMUM U FACTOR OF U-0.24.

PROJECT NARRATIVE:

THIS PROJECT INCLUDES THE CONSTRUCTION OF A 6,480 GROSS SQUARE FOOT ADDITION TO THE EXISTING UTES VEHICLE MAINTENANCE FACILITY. THE EXISTING FACILITY INCLUDES THE FOLLOWING EXISTING FUNCTIONS: VEHICLE MAINTENANCE SHOP, VEHICLE OPS ADMIN., BASE SUPPLY ADMIN., AND, BASE SUPPLY WAREHOUSE. THE PROJECT ALSO INCLUDES THE SITE

DESIGN SURROUNDING THE BUILDING INCLUDING DRIVEWAY AND HEAVY EQUIPMENT PARKING.

THE EXISTING BUILDING CONSISTS OF THREE SEPARATE BUILDING TYPES. THE EXISTING CENTRAL TOILETS, OFFICE, BREAKROOM, AND STORAGE AREAS CONSIST OF A TRADITIONALLY BUILT MASONRY LOAD - BEARING EXTERIOR WALL BUILDING AND A PRE-ENGINEERED METAL BUILDING ADDITION TO THE NORTH IN 2013. THE EXISTING TWO VEHICLE SERVICE BAYS ARE PROVIDED IN AN EXISTING PRE-ENGINEERED METAL BUILDING, TALLER THAN THE TOILETS/STORAGE AREA.

THE ADDITION TO THE FACILITY WILL BE DESIGNED AND CONSTRUCTED USING NONCOMBUSTIBLE MATERIALS AS DEFINED BY TYPE II CONSTRUCTION IN THE INTERNATIONAL BUILDING CODE (IBC). THE ADDITION WILL CONSIST OF A TRADITIONAL PRE-ENGINEERED METAL BUILDING AN ASSEMBLY OF INSULATED METAL WALL PANELS. THE ROOF WILL CONSIST OF PRE-ENGINEERED METAL BUILDING FRAMES, PURLINS, METAL ROOF DECK AND INSULATED STANDING SEAM ROOF PANELS.

PER UFC 3-600-01 25 MARCH 2018, PARAGRAPH 3-2.1.2, THE IBC (2018):

“MUST BE UTILIZED TO DETERMINE THE OCCUPANCY CLASSIFICATION AS IT RELATES TO ALLOWABLE CONSTRUCTION TYPE, BUILDING HEIGHT, BUILDING AREA, BUILDING SEPARATION DISTANCE, OCCUPANCY SEPARATION AND

ASSOCIATED REQUIREMENTS.”

PER UFC 3-600-01 25 MARCH 2018, PARAGRAPH 3-3.1.1. THE NFPA 101 (2018):

“MUST BE UTILIZED TO DETERMINE THE OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), MEANS OF EGRESS, INTERIOR FINISH, FEATURES OF FIRE PROTECTION (INCLUDING VERTICAL OPENINGS) AND ASSOCIATED

REQUIREMENTS.”

SEE SECTION 2 BELOW FOR A DETAILED CODE DATA TABLE WHICH BREAKS DOWN HOW AND WHEN EITHER IBC OR NFPA 101

IS APPLIED.

1. APPLICABLE OHIO ARMY NATIONAL GUARD (OHARNG) STANDARDS & FACILITY DESIGN GUIDES:

2018 (OHARNG) “DESIGN AND CONSTRUCTION STANDARDS”, STATE OF OHIO, ADJUTANT GENERALS DEPARTMENT.

INTERNATIONAL BUILDING CODE (IBC) 2018 (AS MODIFIED BY UFC 1-200-01 AND UFC 3-600-01.)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY CODE - 2018 (AS MODIFIED BY UFC 1-200-01 AND

UFC 3-600-01.)

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS (2015)

ANSI/ASHRAE/IESNA STANDARD 90.1-2016, ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL

BUILDINGS

UFC 1-200-01 DoD BUILDING CODE, CHANGE 1, 01 OCTOBER 2020 UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS, 01 DECEMBER 2020

UFC 3-201-01 CIVIL ENGINEERING, CHANGE 4, 28 SEPTEMBER 2020

UFC 3-101-01 ARCHITECTURE, CHANGE 5, 25 SEPTEMBER 2020

UFC 4-010-01 DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS, CHANGE 1, 19 AUGUST 2020

2. TABLE OF APPLICABLE FIRE LIFE SAFETY CODE REQUIREMENTS:

CATEGORY: CODE OR STANDARD REQUIREMENT:ACTUAL IMPLEMENTED

CODE/STANDARD

REQUIREMENT:

0 HOURS (TABLE 601) 0 HOURS

CATEGORY: CODE OR STANDARD REQUIREMENT:ACTUAL IMPLEMENTED

CODE/STANDARD

REQUIREMENT:

MINIMUM CORRIDOR WIDTH:

NFPA 101

NOT APPLICABLE. NO

CORRIDORS IN ADDITION.

ADMINISTRATIVE:

BUSINESS: 44” MINIMUM CLEAR

CORRIDOR WIDTH SERVING 50 OR

MORE PEOPLE (NFPA 38.2.3.2)

0.20” PER PERSON

CORRIDORS (NFPA 7.3.3.1)

NUMBER OF MEANS OF

EGRESS:

NFPA 101

EACH BUILDING AREA

WILL HAVE A MINIMUM

OF 2 MEANS OF EGRESS.

ADDITION PROVIDED.

EXISTING TO REMAIN

UNALTERED.

MINIMUM NUMBER OF EXITS OR

ACCESS TO EXITS PER STORY:

VEHICLE MAINTENANCE:

STORAGE: MINIMUM NUMBER OF

EXITS PER STORY: 2 EXITS (NFPA

42.2.4.1)

DEAD END LIMITS:

NFPA 101

VEHICLE MAINTENANCE:

NO CORRIDORS.

COMPLIES.

VEHICLE MAINTENANCE, ORDINARY

HAZARD:

STORAGE, NOT SPRINKLERED: SHALL

NOT EXCEED 50 FT. (NFPA 42.2.5)

COMMON PATH OF TRAVEL:

NFPA 101

VEHICLE MAINTENANCE:

31'-2”

VEHICLE MAINTENANCE, ORDINARY

HAZARD:

STORAGE, NOT SPRINKLERED: SHALL

NOT EXCEED 50 FT. (NFPA 42.2.5)

MEASUREMENT OF TRAVEL

DISTANCE TO EXITS:

NFPA 101

VEHICLE MAINTENANCE

(ADDITION):

80'-0”

VEHICLE MAINTENANCE:

STORAGE, NOT SPRINKLERED: TRAVEL

DISTANCE TO AN EXIT SHALL NOT

EXCEED 200 FT. (NFPA 42.2.6)

EXIT DOOR SWING:

NFPA 101

ALTHOUGH THE

OCCUPANT LOAD OF THE

ROOMS ARE LESS THAN 50

PEOPLE, ALL EGRESS

DOORS AND EXTERIOR

DOORS SHALL SWING IN

THE DIRECTION OF

TRAVEL, TOWARDS THE

EXTERIOR.

EXIT DOORS SHALL SWING IN

DIRECTION OF THE PATH OF EXIT

TRAVEL WHERE THE AREA SERVED HAS

AN OCCUPANT LOAD OF 50 OR MORE.

(NFPA 7.2.1.4.2)

ILLUMINATION OF MEANS OF

EGRESS: NFPA 101

EMERGENCY LIGHTING

SHALL BE PROVIDED TO

PROVIDE MINIMUM OF 1

FOOT/CANDLE.

WALKING SURFACES WITHIN EXIT

ACCESS AND DISCHARGE SHALL HAVE

AT LEAST 1 FOOT/CANDLE MEASURED

AT THE FLOOR.

(NFPA 7.8.1.3)

EMERGENCY LIGHTING:

NFPA 101

EMERGENCY LIGHTING

SHALL BE PROVIDED TO

PROVIDE MINIMUM OF 1

FOOT/CANDLE.

REQUIRED. (NFPA 38.2.9, 40.2.9,

42.2.9, 7.9.1.1 AND 7.9.1.2)

CATEGORY: CODE OR STANDARD REQUIREMENT:ACTUAL IMPLEMENTED

CODE/STANDARD

REQUIREMENT:

MARKING OF MEANS OF

EGRESS:

NFPA 101

ILLUMINATED EXIT AND

DIRECTIONAL SIGNAGE

WILL BE PROVIDED AT

EVERY EGRESS DOOR.

ILLUMINATED EXIT AND DIRECTIONAL

SIGNAGE REQUIRED. (NFPA 7.10.1.2)

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

NOVEMBER 9, 2022

507101521

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

P r o j e c t

N o

B r a c e v i l p

T r u m b u l l

C o

C J A

J M

T y

A d d i t i o nC

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

.34

| m ott ma c.c om

O h m y

N a t i o n a l

G u a r d

BID DOCUMENTS

12/01/2020A-2(35%) REPORT

03/04/2021B-1(60%) SUBMISSION

12/17/2021B-2(95%) SUBMISSION

11/9/2022BID DOCUMENTSD

G-012

CODE DATA

RKF

CN/KZ

RKF

D W

A M

S E

R S

L O

M S

A T

L O

A T

McKIBBEN RD. W

SITE

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

CT PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

NOVEMBER 9, 2022

200606

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

P r o j e c t

N o

B r a c e v i l l e

T w p

T r u m b u l l

C o

C J

T E

T y d d i t i o nC

54321

O h m y

N a t i o n a l

G u a r d

BID DOCUMENTS

W G

H E

E T

O V

E S

O V

E N

R T

E R

GEA

C on su lta nt s, In c.

E m ba ss y

Pa rk w ay

, S ui te

Ak ro n, O

Ph on e:

Ge ne

E . A rte rs

, P E

THIS IS TO CERTIFY THAT GOOD

ENGINEERING PRACTICES HAVE BEEN

UTILIZED IN THE DESIGN OF THIS

PROJECT AND THEY COMPLY WITH THE

APPLICABLE CODES, RULES AND

REGULATIONS AS OF THE DATE SIGNED

AND SEALED, INCLUDING STANDARDS

GREATER THAN MINIMUM WHERE, IN MY

PROFESSIONAL OPINION, THEY ARE

NEEDED TO PROTECT PUBLIC HEALTH

AND SAFETY.

GENE E. ARTERS, PE

OHIO PROFESSIONAL ENGINEER

C-100

COVER SHEET AND

GENERAL NOTES

WTLND

ELEC-UG ELEC-UG

ELEC-ABAN ELEC-ABAN

GAS

GS GS GS

BOUNDARY LINE (SITE)

PROPERTY LINE

SETBACK - STREAM

WETLAND LINE

FENCE - CHAIN LINK

CONSTRUCTION FENCE

SILT FENCE

FILTER SOCK

STRAW WATTLE

CONTOUR - MAJOR

CONTOUR - MINOR

TREE LINE

ELECTRIC LINE - ABAN.

ELECTRIC SERVICE - UG

GAS LINE

GAS SERVICE

SS SS SS SS

SAN

STM

RD RD RD RD

RD RD RD

TEL-UG TEL-UG

WS WS WS WS

WAT

SANITARY LINE

SANITARY SERVICE

STORM ROOF DRAIN

STORM LINE

STORM ROOF DRAIN

TELEPHONE SERVICE - UG

WATER LINE

WATER SERVICE

STORM LINE

EXISTING:

UTILITES

PROPOSED:

EXISTING:

FEATURES

PROPOSED:

EROSION & SEDIMENT CONTROL

TREE PRESERVATION

SOIL DISTURBANCE LIMIT

CONSTRUCTION LIMIT

SW SW

FS FS

SF SF

CF CF

PROPOSED:

EXISTING:

GROUND

CONTOUR - MAJOR

CONTOUR - MINOR

ABND ABANDON

A/C AIR CONDITIONER UNIT

AC ACRE

ACI AMERICAN CONCRETE INSTITUTE

ADD ADDENDUM

AGG AGGREGATE

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

ATTN ATTENTION

AWG AMERICAN WIRE GAUGE

APPROX APPROXIMATE

ARCH ARCHITECT

AVG AVERAGE

BARR BARRICADE

BFE BOTTOM OF FOOTING ELEVATION

BM BENCH MARK

BMPS BEST MANAGEMENT PRACTICES

BLDG BUILDING

CB CATCH BASIN

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CL CLASS

CLF CHAIN LINK FENCE

CO CLEANOUT

CONC CONCRETE

CY CUBIC YARD

DECID DECIDUOUS TREE

DEG OR ° DEGREE

DESC DESCRIPTION

DI DUCTILE IRON

DIA OR Ø DIAMETER

DOM DOMESTIC

DOT DEPARTMENT OF TRANSPORTATION

DS DOWNSPOUT

DUMP ENCL DUMPSTER ENCLOSURE

EA EACH

EL OR ELEV ELEVATION

ELEC ELECTRIC

ELEC ENGR ELECTRICAL ENGINEER

ENCL ENCLOSURE

EPA ENVIRONMENTAL PROTECTION AGENCY

EX EXISTING

FFE FINISH FLOOR ELEVATION

FN FENCE

FND FOUND

FT FOOT OR FEET

G GAS

GAL GALLON

GB GRADE BREAK

GEO ENGR GEOTECHNICAL ENGINEER

GIS GEOGRAPHICAL INFORMATION SYSTEM

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GLOBAL POSITIONING SYSTEM

GV GAS VALVE

GVL GRAVEL

HDWL HEADWALL

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT ELEVATION

HT HEIGHT

HYD HYDRANT

IB INLET BASIN

ID IDENTIFICATION

ID INSIDE DIAMETER

INFO INFORMATION

INV INVERT

IPF IRON PIPE / PIN FOUND

JT JOINT

K CURVE COEFFICIENT

L LENGTH OF CURVE

LB OR # POUND

LF LINEAL FOOT

LP LOW POINT

LS LUMP SUM

LTMA LONG-TERM MAINTENANCE AGREEMENT

MAX MAXIMUM

MECH ENGR MECHANICAL ENGINEER

MEP MECHANICAL/ELECTRICAL/PLUMBING ENGINEER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MS4 MUNICIPAL SEPARATE STORM SEWER SYSTEM

MTD MOUNTED

N/F NOW OR FORMERLY

NGS NATIONAL GEODETIC SURVEY

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO OR # NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NOT NOTICE OF TERMINATION

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM

OD OUTSIDE DIAMETER

ODOT OHIO DEPARTMENT OF TRANSPORTATION

O/O OUT TO OUT

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

OUPS OHIO UTILITY PROTECTION SERVICE

P PAVEMENT ELEVATION

PERF PERFORATED

PL PLASTIC

P/L PROPERTY LINE

PR PROPOSED

PREL PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVT PRIVATE

QTY QUANTITY

R OR RAD RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROAD

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECORD

REV REVISION

RIM TOP OF STRUCTURE

RL ROOF LEADER

SAN SANITARY SEWER

SCH SCHEDULE

SDR STANDARD DIMENSION RATIO

SERV SERVICE

SF SQUARE FEET

SHT SHEET

SPEC SPECIFICATION

STD STANDARD

STL STEEL

STM STORM SEWER

STOR STORAGE

STRUC STRUCTURE

STRUC ENGR STRUCTURAL ENGINEER

SWMF STORM WATER MANAGEMENT FACILITY

SWP3 STORM WATER POLLUTION PREVENTION PLAN

SWCD SOIL & WATER CONSERVATION DISTRICT

SY SQUARE YARD

TBD TO BE DETERMINED

TBM TEMPORARY BENCH MARK

TC TOP OF CASTING

TC TOP OF CURB

TEMP TEMPORARY

THRU THROUGH

THW TOP OF HEADWALL

TMDL TOTAL MAXIMUM DAILY LOAD

TP TOP OF PIPE ELEVATION

TYP TYPICAL

UG UNDERGROUND

UNK UNKNOWN

USGS UNITED STATES GEOLOGIC SURVEY

UT UTILITY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VLY VALLEY

VOL VOLUME

W/ WITH

W OR WM WATER MAIN (POTABLE)

WAN WIDE AREA NETWORK

WF WOOD FENCE

W/O WITHOUT

WS WATER SERVICE (POTABLE)

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

ABBREVIATIONS

POST, BOLLARD

POST, FENCE - ROUND

POST, SIGN

TREE - DECIDUOUS

BENCH MARK

PIN - IRON

AIR CONDITIONER UNIT

ELECTRIC TRANSFORMER

GAS VALVE W/ TEXT

SANITARY CAP / PLUG

SANITARY CLEAN-OUT

SANITARY MANHOLE

STORM MANHOLE

STORM CLEAN-OUT

CATCH BASIN - SQUARE

CATCH BASIN - ROUND

FIRE HYDRANT

WATER VALVE W/ TEXT

CWA CONCRETE WASHOUT AREA

CONSTRUCTION ENTRANCE

FEATURES

PR:EX:

UTILITIES

PR:EX:

EROSION & SEDIMENT CONTROL

PR:EX:

FUEL STORAGE & VEHICLE FUELING AREA

OUTLET PROTECTION

ROOF DOWNSPOUT - BUILDING

TRASH - REFUSE DUMPSTER

4 CY Dumpster

6'W x 4.67'D capacity

7'W total w/lift arms

GENERAL NOTES

1. THE CONTRACTOR MUST CONTACT OUPS (OHIO UTILITIES

PROTECTION SERVICE) AT 800-362-2764 OR 811 AT LEAST 48

HOURS, BUT NO MORE THAN 10 WORKING DAYS, BEFORE

BEGINNING ANY DIGGING, EXCLUDING SATURDAYS, SUNDAYS

AND LEGAL HOLIDAYS. NON-MEMBER UTILITIES MUST BE

CONTACTED DIRECTLY. IT IS THE CONTRACTOR

RESPONSIBILITY TO BE FAMILIAR WITH THE REQUIREMENTS OF

OUPS. THE CONTRACTOR SHALL COORDINATE THE MARKINGS

AND/OR LOCATING TO STAY A MINIMUM OF 2 WORKING DAYS

AHEAD OF PLANNED CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A

SUBSURFACE UTILITY LOCATING SERVICE (I.E. PRIVATE UTILITY

LOCATING COMPANY) TO SUPPLEMENT OUPS MARKINGS, AND

LOCATE AND MARK UTILITIES ON PRIVATE PROPERTY.

3. ALL WORK REQUIRED TO COMPLETE THIS PROJECT SHALL BE

PERFORMED IN ACCORDANCE WITH THE 2019 EDITION OF THE

STATE OF OHIO DEPARTMENT OF TRANSPORTATION (ODOT)

CONSTRUCTION AND MATERIAL SPECIFICATIONS, EXCEPT AS

PROVIDED ON THESE CONSTRUCTION PLANS. WHERE

CONFLICTS OCCUR IN THE ABOVE, THE NOTES AND DETAILS ON

THESE CONSTRUCTION PLANS SHALL TAKE PRECEDENCE,

UNLESS OTHERWISE DIRECTED BY THE DESIGN ENGINEER.

4. THERE SHALL BE NO DEVIATION FROM THE CONSTRUCTION

PLANS WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGN

ENGINEER. ANY DEVIATION WITHOUT PRIOR APPROVAL SHALL

BE AT THE CONTRACTOR'S RISK AND EXPENSE.

5. ALL WORK INCLUDING PERMIT AND INSPECTION FEES

REQUIRED FOR REMOVAL, RELOCATION OR NEW WORK AS

PART OF THESE CONSTRUCTION PLANS SHALL BE PERFORMED

BY AND AT THE EXPENSE OF THE CONTRACTOR AND INCLUDED

IN THE BID PRICES FOR THE VARIOUS WORK ITEMS, UNLESS

DIRECTED IN WRITING BY THE OWNER. THE CONTRACTOR

SHALL CONTACT, OBTAIN FROM AND PAY TO THE APPROPRIATE

CITY OR COUNTY DEPARTMENTS OR UTILITY COMPANIES FOR

PERMITS AND FEES REQUIRED TO PERFORM THE WORK PRIOR

TO STARTING CONSTRUCTION WORK.

6. BEFORE SUBMITTING A BID, THE BIDDER SHALL EXAMINE THESE

CONSTRUCTION PLANS TO BECOME WITH ALL MATTERS WHICH

MAY AFFECT PERFORMANCE AND COMPLETION OF THE WORK.

QUANTITIES PROVIDED ARE ESTIMATED, AND THE BIDDER IS

RESPONSIBLE FOR VERIFYING BID QUANTITIES PRIOR TO

SUBMITTING A BID. IF DISCREPANCIES ARE DISCOVERED, THEY

SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND

DESIGN ENGINEER SO THE APPROPRIATE ADJUSTMENT OR

CORRECTION MAY BE MADE. THE ACT OF SUBMITTING A BID

SHALL MEAN THAT THE BIDDER HAS COMPLIED WITH ALL

REQUIREMENTS OF THIS NOTE, AND THEREFORE NO

CONCESSION WILL BE GRANTED BECAUSE OF CLAIM OF

MISUNDERSTANDING OR LACK OF INFORMATION.

7. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A TESTING

AGENCY FOR ANY REQUIRED TESTING.

8. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL

RECOMMENDATION MEMO PREPARED BY MOTT MACDONALD

(REFERENCE 507101521) DATED NOVEMBER 13, 2020, AND ANY

SUBSEQUENT REVISIONS. THE CONTRACTOR SHALL ADHERE

TO ALL ASPECTS AND RECOMMENDATIONS OF THE REPORT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CONSTRUCTION LAYOUT STAKING INCLUDING HORIZONTAL AND

VERTICAL CONTROL. THESE CONSTRUCTION PLANS HAVE

BEEN DEVELOPED FOR ELECTRONIC LAYOUT STAKING. ANY

DISCREPANCIES DISCOVERED IN THE CONSTRUCTION PLAN

INFORMATION, OR BETWEEN THE CONSTRUCTION PLAN AND

ELECTRONIC DATA, SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE DESIGN ENGINEER SO THE APPROPRIATE

ADJUSTMENTS MAY BE MADE PRIOR TO THE START OF

CONSTRUCTION OR THE CONTINUATION OF THE SAME. THE

DESIGN ENGINEER MAKES NO REPRESENTATION REGARDING

FITNESS FOR ANY PARTICULAR PURPOSE, OR SUITABILITY FOR

USE WITH ANY SOFTWARE OR HARDWARE. DUE TO THE EASILY

ALTERABLE NATURE OF ELECTRONIC DOCUMENTS, THROUGH

EITHER UNINTENTIONAL OR INTENTIONAL MEANS, THE DESIGN

ENGINEER DOES NOT MAKE ANY EXPRESS OR IMPLIED

WARRANTY FOR THE ACCURACY OR COMPLETENESS OF THIS

INFORMATION AND THEREFORE, ACCEPTS NO LIABILITY FOR

THE COMPLETENESS, CORRECTNESS OR LEGIBILITY OF THE

ELECTRONIC DATA. HARD COPIES (I.E., PRINTS, PAPER COPIES,

ETC.) SHALL PREVAIL IN ANY DISPUTE OVER ACCURACY OR

SUFFICIENCY OF ELECTRONIC DOCUMENTS.

10. ALL WORK IS SUBJECT TO INSPECTION. THE OWNER RESERVES

THE RIGHT TO HALT CONSTRUCTION ACTIVITY FOR

NONCONFORMANCE OF CONSTRUCTION PLANS,

SPECIFICATIONS OR OTHER STANDARDS OR REGULATIONS.

11. ANY DEFECTS IN THE CONSTRUCTION, INCLUDING MATERIALS

OR WORKMANSHIP, SHALL BE REPLACED OR CORRECTED BY

THE CONTRACTOR BY REMOVAL AND REPLACEMENT OR OTHER

APPROVED METHODS PRIOR TO ACCEPTANCE BY THE OWNER

WITH NO ADDITIONAL COMPENSATION. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER,

STORM OR SANITARY SYSTEMS RESULTING FROM

NON-CONFORMANCE WITH THE APPLICABLE STANDARDS OR

THROUGH GENERAL NEGLIGENCE. FAILURE BY THE

CONTRACTOR TO VERIFY AND/OR DETERMINE EXISTING

INFORMATION WILL RESULT IN THE CONTRACTOR BEING

RESPONSIBLE FOR ANY CHANGES NECESSARY TO COMPLETE

THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION.

12. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF

CONSTRUCTION PLANS ON SITE AT ALL TIMES. ATTENTION IS

DIRECTED TO THE FACT THE CONSTRUCTION PLANS MAY HAVE

BEEN ALTERED IN SIZE DURING PRINTING OR REPRODUCTION,

AND MUST BE CONSIDERED WHEN OBTAINING SCALED DATA

FROM THE CONSTRUCTION PLANS.

13. THE CONTRACTOR SHALL SUBMIT A PLAN OF OPERATIONS

THAT WILL INDICATE EQUIPMENT STAGING AREAS, STOCKPILE

LOCATIONS, TRAILERS AND SANITATION FACILITIES.

14. THE CONTRACTOR SHALL MAINTAIN A SAFE WORKING

ENVIRONMENT AT ALL TIMES AND IS SOLELY RESPONSIBLE FOR

DESIGN AND CONSTRUCTION OF STABLE, TEMPORARY

EXCAVATIONS PER LOCAL, STATE AND FEDERAL REGULATIONS

INCLUDING OSHA (OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION). NEITHER THE OWNER OR DESIGN ENGINEER

ASSUME RESPONSIBILITY FOR CONSTRUCTION SAFETY OR THE

CONTRACTOR'S OR OTHER PARTIES' COMPLIANCE WITH

SAFETY REGULATIONS; SUCH RESPONSIBILITY IS NOT BEING

IMPLIED AND SHOULD NOT BE INFERRED.

15. OUTLINES OF FEDERAL PROTECTED WETLANDS AND STREAMS

SHOWN WERE OBTAINED FROM THE 2018 CJAG WETLAND

DELINEATION PREPARED BY ENVIRONMENTAL OFFICE

RAVENNA TRAINING AND LOGISTICS SITE (JOB 180460) DATED

JANUARY 17, 2019.

16. THE BUILDING WILL REMAIN IN USE DURING THE COURSE OF

THIS WORK. SAFE PEDESTRIAN ACCESS AROUND, IN AND OUT

OF THE BUILDING MUST BE MAINTAINED. VEHICULAR ACCESS

TO DRIVE LANES, PARKING LOTS AND BUILDINGS MUST BE

MAINTAINED. THE CONTRACTOR SHALL PROVIDE BARRIERS

AND ENCLOSURES AS NECESSARY TO ENSURE SAFE ACCESS.

17. ANY EXISTING ROADWAY, DRIVEWAY, DRIVE CULVERT, LAWN,

WALK, SIGN, FENCE OR OTHER APPURTENANCE DISTURBED

DURING CONSTRUCTION BUT NOT DESIGNATED FOR REMOVAL

OR REPLACEMENT SHALL BE RESTORED BY THE CONTRACTOR

WITHOUT ADDITIONAL COMPENSATION TO A CONDITION EQUAL

TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO

DISTURBANCE AND TO THE SATISFACTION OF THE OWNER.

18. THE CONTRACTOR SHALL DESIGNATE A PERSON IN

RESPONSIBLE CHARGE (SUPERVISOR) WITH A CELL PHONE AT

THE CONSTRUCTION SITE DURING ALL CONSTRUCTION

ACTIVITIES, INCLUDING SUBCONTRACTOR ACTIVITIES.

19. THE CONTRACTOR MUST COMPLETE THE DESIGN ENGINEER

PROJECT PUNCH LIST. ALL PUNCH LIST ITEMS SHALL BE

COMPLETED WITHIN 2 MONTHS OF THE PUNCH LIST DATE.

20. AS-BUILT INFORMATION IS THE RESPONSIBILITY OF THE

CONTRACTOR AND SHALL BE PERFORMED BY A REGISTERED

SURVEYOR. AS-BUILT INFORMATION SHALL CONSIST OF

POST-CONSTRUCTION FIELD SURVEY DATA OF LOCATIONS,

LENGTHS, INVERTS, RIM ELEVATIONS, PIPE MATERIAL AND

PERCENT GRADES FOR STORM SEWERS AND STRUCTURES;

AND TOPOGRAPHY AND VOLUME OF DETENTION BASINS. THE

CONTRACTOR SHALL DOCUMENT INFORMATION PERTAINING TO

CONSTRUCTION THAT DEVIATED FROM THE CONSTRUCTION

PLANS. AS-BUILT PLANS SHALL BE ON THE SAME SIZE AS THE

ORIGINAL CONSTRUCTION PLANS, WITH DIGITAL COPIES

PROVIDED IN AUTOCAD AND PDF FORMATS. AS-DESIGNED

INFORMATION SHALL BE SHOWN IN BLACK, WITH AS-BUILT

INFORMATION SHOWN IN RED WITH THE AS-DESIGNED

INFORMATION BEING STRUCK OUT WITH A SINGLE LINE. THE

CONTRACTOR SHALL PROVIDE AS-BUILTS TO THE OWNER.

LAYOUT NOTES

UTILITY NOTES

GRADING NOTES

LANDSCAPE NOTES

EXISTING CONDITION

AND SURVEY NOTES

DEMOLITION NOTES

1. EXISTING UNDERGROUND UTILITIES SHOWN ON THESE

CONSTRUCTION PLANS WERE OBTAINED FROM VARIOUS

SOURCES INCLUDING, BUT NOT LIMITED TO, FIELD

OBSERVATIONS (E.G. ABOVE GROUND FEATURES, FLAGGED OR

PAINTED MARKED UNDERGROUND UTILITIES) AND RECORDS

MADE AVAILABLE (E.G. ORIGINAL CONSTRUCTION PLANS,

AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICE MAPS, GIS

DATABASES, AERIAL PHOTOGRAPHY) TO CREATE A COMPOSITE

DRAWING OF EXISTING CONDITIONS. ALTHOUGH GRAPHICALLY

SHOWN AS ACCURATELY AS POSSIBLE FROM THE

INFORMATION MADE AVAILABLE, THERE IS NO GUARANTEE OR

WARRANTY, EXPRESSED OR IMPLIED, OF THE COMPLETENESS,

CORRECTNESS OR ACCURACY OF SUCH UTILITIES IN THE AREA,

EITHER IN SERVICE OR ABANDONED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE

EXISTENCE AS WELL AS THE ACTUAL LOCATION, ALIGNMENT,

AND ELEVATIONS OF ALL EXISTING UTILITIES WITHIN AND

ADJACENT TO THE GENERAL LIMITS OF THESE IMPROVEMENTS

INCLUDING WATERLINES, SANITARY AND STORM SEWERS, GAS

LINES, COMMUNICATION LINES/BANKS, ELECTRIC LINES, ETC.

THE CONTRACTOR SHALL NOT ASSUME EXISTING UTILITIES

WERE INSTALLED AT TYPICAL DEPTHS OR AT UNIFORM SLOPES,

GRADES OR DEPTHS BETWEEN ACCESS POINTS (I.E. CATCH

BASINS, MANHOLES).

3. THE CONTRACTOR SHALL CONFIRM OR LOCATE ALL

UNDERGROUND UTILITIES WITHIN EXCAVATION LIMITS,

WHETHER OR NOT SHOWN ON THE CONSTRUCTION PLANS OR

FIELD MARKED BY OUPS, OGPUPS OR OTHER UTILITY MARKING

SERVICE. THE CONTRACTOR SHALL DOCUMENT ANY UTILITY

NOT SHOWN OR DIFFERING FROM THE CONSTRUCTION PLANS,

AND PROVIDE THE INFORMATION TO THE OWNER SHOWING

LOCATIONS WITH MEASUREMENTS TO REFERENCE POINTS.

ANY RESULTING UTILITY CONFLICTS WITH PROPOSED

IMPROVEMENTS SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE OWNER AND DESIGN ENGINEER.

4. THE SURVEY AND STREET ALIGNMENTS SHOWN WERE

OBSERVED IN THE FIELD FOR CONSTRUCTION PURPOSES

ONLY, AND MAY NOT BE SUITABLE FOR PROPERTY LINE

SURVEYS OR OTHER PURPOSES.

5. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, PROPERTY

LINE REFERENCES (E.G., PINS) AND CONTROL POINTS. IF

DISTURBED, THE CONTRACTOR SHALL REPLACE THEM AT HIS

EXPENSE, BE RESPONSIBLE FOR ERRORS CAUSED BY THEIR

LOSS OR DISTURBANCE, AND FURNISH A CERTIFICATION BY A

REGISTERED SURVEYOR THEY HAVE BEEN RESTORED.

1. NO ATTEMPT HAS BEEN MADE TO NOTE ALL LOCATIONS OR

SPECIFIC EXTENT OF DEMOLITION WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE TO PROVIDE ALL DEMOLITION

NECESSARY TO EXECUTE THE NEW PLAN INCLUDING

COORDINATION OF DEMOLITION WORK WITH NEW WORK SO AS

NOT TO CREATE CONFLICTS OF NEW INSTALLATION.

2. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A

SUBSURFACE UTILITY LOCATING SERVICE TO FIELD LOCATE

PRIVATE UTILITY SERVICES (E.G. ROOF LEADER, SANITARY,

WATER, ELECTRIC, LIGHTING, GAS AND TELEPHONE). THE

CONTRACTOR MUST DOCUMENT ANY UTILITY NOT SHOWN OR

DIFFERING FROM THE CONSTRUCTION PLANS, AND PROVIDE

THE INFORMATION TO THE DESIGN ENGINEER SHOWING

LOCATIONS WITH MEASUREMENTS TO REFERENCE POINTS.

ANY RESULTING UTILITY CONFLICTS WITH PROPOSED

IMPROVEMENTS SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE DESIGN ENGINEER.

3. PRIOR TO ANY LAND CLEARING, GRADING OR GRUBBING, THE

CONTRACTOR SHALL MARK THE SITE BY INSTALLING ORANGE

CONSTRUCTION FENCING AND SIGNS TO INDICATE

BOUNDARIES OF WETLAND AREAS OR WETLAND SETBACKS.

4. TREES, BRUSH AND OTHER VEGETATION WITHIN THE PROJECT

LIMITS THAT INTERFERE WITH CONSTRUCTION SHALL BE

REMOVED. CLEARING AND GRUBBING SHALL BE PERFORMED

WHERE EARTHWORK IS REQUIRED INCLUDING CLEARING,

GRUBBING, SCALPING, TREE AND STUMP REMOVAL, AND THE

REMOVAL AND DISPOSAL OF ALL VEGETATION AND DEBRIS.

5. THE CONTRACTOR SHALL REMOVE ALL SURPLUS, DEMOLISHED

AND WASTE MATERIALS INCLUDING TREES, STUMPS AND

BRUSH FROM THE PROJECT AND…

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