I.B.08. Attachment 3_COMBO - Fall Protection.pdf

PDF 18 MB Posted Sep 17, 2024

Attached to: Fall Protection
Solicitation number: W50S9424Q0006
Issued by: Department of the Army National Guard

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Written by GovTribe AI · Sep 17, 2024

This document appears to be an attachment titled "I.B.08. Attachment 3_COMBO - Fall Protection.pdf" related to the federal contract opportunity for "Fall Protection" under Solicitation Number W50S9424Q0006.

The attachment provides specifications for fall protection and installation services required by the Department of the Army National Guard. Key details include that the work must be performed in accordance with the specifications outlined in Attachment 1. No additional pricing, set-aside, or award information is provided in this particular attachment. This attachment appears to be a technical specifications document rather than a full solicitation package.

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File	Type	Posted
I.B.08. COMBO - Fall Protection.pdf	PDF	Sep 17, 2024
I.B.08. Attachment 1_COMBO - Fall Protection.pdf	PDF	Sep 17, 2024
I.B.08. Attachment 2_COMBO - Fall Protection.pdf	PDF	Sep 17, 2024

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744

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G-001B3 SUBMITTAL

QUONSET ANGB

NORTH KINGSTOWN, RI

ADD TO & REPAIR VEHICLE MAINTENANCE BUILDING 3

RHODE ISLAND AIR NATIONAL GUARD

TWLR 132010

B3 SUBMITTAL

08/01/2018

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SHEET INDEX

SHEET NUMBER SHEET NAME

09 - FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

F-101 FIRE PROTECTION PLAN

F-501 FIRE PROTECTION DETAILS

FA-101 FIRE ALARM PLAN

FA-501 FIRE ALARM RISER AND OPERATIONAL MATRIX

10 - PLUMBING

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN

P-101 FIRST FLOOR PLUMBING PLAN

P-401 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES AND DETAILS

P-901 PLUMBING RISER DIAGRAMS

P-902 PLUMBING RISER DIAGRAMS

11 - MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

MD-101 FIRST FLOOR MECHANICAL DUCTWORK DEMOLITION PLAN

MD-102 ATTIC MECHANICAL DUCTWORK DEMOLITION PLAN

MD-103 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN

M-101 FIRST FLOOR MECHANICAL DUCTWORK PLAN

M-102 ATTIC MECHANICAL DUCTWORK PLAN

MP-101 FIRST FLOOR MECHANICAL PIPING PLAN

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTIONS

M-303 MECHANICAL SECTIONS

M-304 MECHANICAL SECTIONS

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

M-804 MECHANICAL CONTROLS

M-805 MECHANICAL CONTROLS

M-806 MECHANICAL CONTROLS

M-807 MECHANICAL CONTROLS

M-808 MECHANICAL CONTROLS

M-809 MECHANICAL CONTROLS

M-810 MECHANICAL CONTROLS

12 - ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL SYMBOLS

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION PLAN

E-101 LIGHTING PLANS

E-102 LIGHTING PHOTOMETRIC PLAN

E-111 POWER PLAN

E-121 MECHANICAL POWER PLAN

E-131 LIGHTNING PROTECTION AND GROUNDING PLAN

E-141 STATIC GROUNDING PLAN

E-401 ENLARGED ELECTRICAL ROOM

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 LIGHTNING PROTECTION DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAMS

E-602 LIGHT FIXTURE SCHEDULE

E-603 MECHANICAL EQUIPMENT SCHEDULE

E-604 PANELBOARD SCHEDULES

E-605 PANELBOARD SCHEDULES

13 - TELECOMMUNICATIONS

T-101 TELECOMMUNICATIONS PLAN

T-401 ENLARGED TELECOM ROOMS

T-501 TELECOM DETAILS

T-601 TELECOM RISER DIAGRAM

SHEET INDEX

SHEET NUMBER SHEET NAME

00 - GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-101 LIFE SAFETY PLAN

G-102 BUILDING CODE SUMMARY

02 - CIVIL

C1 EXISTING CONDITIONS PLAN

C-001 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

C-002 CODE COMPLIANCE PLAN

C-101 CIVIL DEMOLITION PLAN

C-110 CIVIL SITE PLAN

C-120 CIVIL GRADING PLAN

C-130 CIVIL UTILITY PLAN

C-131 ENLARGED UTILITY PLAN

C-201 SANITARY SEWER PROFILES

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-701 EROSION CONTROL PLAN

C-750 EROSION AND SEDIMENT CONTROL DETAILS

04 - ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

AD-101 DEMOLITION PLAN

AD-151 DEMOLITION ROOF PLAN

AD-201 EXTERIOR ELEVATIONS - DEMOLITION

AD-202 EXTERIOR ELEVATIONS - DEMOLITION

A-101 FLOOR PLAN

A-131 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-351 WALL SECTIONS

A-371 PARTITION TYPES & DETAILS

A-401 ENLARGED PLAN

A-451 INTERIOR ELEVATIONS

A-501 DETAILS

A-531 ROOF DETAILS

A-571 ADA MOUNTING HEIGHTS & DETAILS

A-601 DOOR & FRAME TYPES, SCHEDULE

A-602 DOOR DETAILS

A-621 WINDOW TYPES & DETAILS

A-751 CASEWORK DETAILS

05 - INTERIORS

I-601 ROOM FINISH SCHEDULE & GENERAL NOTES

I-751 SIGNAGE PLAN & SCHEDULE

I-752 SIGNAGE DETAILS

06 - STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES AND ABBREVIATION KEY

S-004 SPECIAL INSPECTION SCHEDULES

S-005 COMPONENTS & CLADDING SCHEDULE AND WIND DIAGRAM

S-006 SNOW LOAD AND SPECIAL JOIST LOAD DIAGRAMS

S-101 MICROPILE LOCATION PLAN, SECTIONS AND DETAILS

S-102 FOUNDATION AND SLAB PLAN

S-151 LOW ROOF FRAMING PLAN

S-152 HIGH ROOF FRAMING PLAN

S-301 FOUNDATIONS DETAILS

S-302 FOUNDATION DETAILS

S-311 ROOF FRAMING DETAILS

S-312 ROOF FRAMING DETAILS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

FDFD

FD FD

1. REFER TO FIRE PROTECTION DRAWINGS FOR LOCATIONS OF

ALL FIRE ALARM DEVICES. SEE ELEC FOR EXIT SIGNS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY

EXISTING FIRE RATED WALLS. ANY WORK DONE AROUND

EXISTING FIRE RATED WALLS SHALL BE DONE WITH CARE SO

AS NOT TO COMPROMISE THE RATING'S INTEGRITY. ANY

DAMAGE SHALL BE REPAIRED IMMEDIATELY.

GENERAL LIFE SAFETY SHEET NOTES:

150 SF

100 100

LIFE SAFETY PLAN LEGEND

45'-0"

TRAVEL DISTANCE

EXIT SIGN-

SEE ELECT. DWGS, E-101, E-602

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

EXIST EMERGENCY EYEWASH & SHOWER

TO REMAIN

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/100

YELLOW STRIPPING LINE PAINTED

ON FLOOR. 4" WIDE

1-HR. RATED WALLS (EXISTING)

WASH BAY

TIRE SHOP

VEHICLE

MAINTENANCE

BAY

MECH.

OPEN OFFICE

SUPER

PROD.

CONTROL

MEN'S

WOMEN'S

COMM.

ELEC.

TOOL CRIB

4283 SF

300 15

183 SF

100 2

925 SF

300 4

215 SF

100 3

164 SF

100 2

216 SF

100 3

65'-3"

103'

113'

BREAK

395 SF

300 2

REFUELER BAY

1369 SF

300 5

1 2 3 4 5 6 7

LAUNDRY

VESTIBULE

32" 160/3

32" 160/8

32" 160/4

32" 160/2

32" 160/4

330/3

0.1

A.8

372 SF

300 256'

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SCALE: = 1'-0"

0 8 168

1/8"

SCALE: 1/8" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN

NORTH

BUILDING CODE SUMMARY - ADD TO & REPAIR VEHICLE MAINTENANCE BUILDING 3 EXIT REQUIREMENTS (PER NFPA 101 LSC):

MINIMUM REQUIRED EGRESS WIDTH: EGRESS COMPONENTS OTHER THAN STAIRS - 0.2" PER OCCUPANT SERVED (NFPA 101 TABLE 7.3.3.1)

NUMBER OF EXITS REQUIRED: 2 REQUIRED

NUMBER OF EXITS PROVIDED: 8 PROVIDED

EGRESS DOORS: MINIMUM CLEAR WIDTH OF NOT LESS THAN 32 INCHES (NFPA 101 PER 7.2.1.2.3) EXCEPT FOR DOORS SERVING CLOSET SPACES LESS THAN 10

SQUARE FEET SHALL NOT BE LIMITED BY THE MINIMUM WIDTH.

MINIMUM HEIGHT IS 80 INCHES (NFPA 101 PER 7.1.5)

LOCATION OF EXITS: WHERE TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES ARE REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF** OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT DISCHARGES.EXIT DOORS OR EXIT ACCESS DOORWAYS. (NFPA 101 PER 7.5.1.3.2)**

**PER NFPA 101 7.5.1.3.3, IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC SPRINKLER SYSTEM, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES SHALL BE NO LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL

DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

EXIT CORRIDORS: MINIMUM CORRIDOR WIDTH IS NOT LESS THAN 36 INCHES CLEAR.

MAXIMUM TRAVEL DISTANCE: OCCUPANCY GROUP S1; WITH SPRINKLER SYSTEM -400 FEET (NFPA 101 TABLE A.7.6)

OCCUPANCY GROUP B; WITH SPRINLER SYSTEM -300 FEET

ALL EXITS MUST DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING AT GRADE LEVEL OR PROVIDE DIRECT ACCESS TO GRADE (PER 7.7.1)

MAXIMUM COMMON PATH OF TRAVEL: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 100 FEET (NFPA 101 TABLE A.7.6)

OCCUPANCY GROUP S1; WITH SPRINKLER SYSTEM - 100 FEET (NFPA 101 TABLE A.7.6)

MAXIMUM DEAD-END CORRIDOR: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 50 FEET (NFPA 101 TABLE A.7.6)

OCCUPANCY GROUP S1; WITH SPRINKLER SYSTEM - 100 FEET (NFPA 101 TABLE A.7.6)

OCCUPANT LOADS: (IBC TABLE 1004.1.2)

MINIMUM NUMBER OF PLUMBING FIXTURES: IBC, TABLE 2902.1

TOTAL OCCUPANTS: 33 OCCUPANTS (BOTH MEN & WOMEN - 8 IN BUSINESS B & 25 IN STORAGE S1)

WATER CLOSET:

LAVATORIES:

DRINKING FOUNTAIN:

PLUMBING FIXTURE COUNT:

PROJECT

RHODE ISLAND AIR NATIONAL GUARD, 143RD AIRLIFT WING, QUONSET ANGB

ADD TO & REPAIR VEHICLE MAINTENANCE BUILDING 3

SCOPE

PROJECT PROVIDES FOR THE ADDITION, RENOVATION AND REPAIR OF BUILDING 3 FOR ADMIN. AND VEHICLE MAINTENANCE.

NUMBER OF LEVELS: 1

GROSS AREA: 9,805 SF

TOTAL HEIGHT: 39' TO TOP OF HIGHEST RIDGE

LIST OF APPLICABLE CODES:

INTERNATIONAL CODE COUNCIL (ICC), INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, GENERAL BUILDING REQUIREMENTS (2013 W/ CHANGE 3)

UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS (2013)

UFC 3-450-01, NOISE AND VIBRATION CONTROL (2003)

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (2006 W/ CHANGE 3)

UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (2012 W/ CHANGE 1) NFPA 101, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), LIFE SAFETY CODE, 2015 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2013 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE, 2014 EDITION

NFPA 72, FIRE ALARM AND SIGNALING CODE, 2017 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2015 EDITION

ABA - ARCHITECTURAL BARRIERS ACT FOR FEDERAL FACILITIES

ANGETL 15-01, AIR NATIONAL GUARD TECHNICAL LETTER FOR SUSTAINABLE DESIGN DEVELOPMENT AND RESOURCE

CONSERVATION (2015)

ANGETL 15-01-00, AIR NATIONAL GUARD DESIGN POLICY (2015)

ANGH 32-1084, AIR NATIONAL GUARD HANDBOOK: ANG STANDARD FACILITY REQUIRMENTS (2015)

OCCUPANCY CLASSIFICATION:

THIS BUILDING IS CLASSIFIED AS A MIXED USE NON SEPARATED OCCUPANCY AS PER IBC 508.3

OCCUPANCIES: BUSINESS GROUP B (SEC 304.1)

STORAGE GROUP S1 (SEC 311.2)

TYPE OF CONSTRUCTION: IBC, TABLE 601; SECTION 602

TYPE IIB WITH AUTOMATIC FIRE SPRINKLER SYSTEM

FIRE RESISTIVE RATINGS: IBC, TABLE 601; SECTION 602

STRUCTURAL FRAME

EXT. BEARING WALLS

INT. BEARING WALLS

INT. NON-BEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

CORRIDORS

MECHANICAL ROOMS (ACCESSORY USE)

MECHANICAL ROOMS WITH BOILER (>10 HP AND 15 PSI)

ELECTRICAL ROOM

ALLOWABLE HEIGHT:

75FT/ 3 STORIES (AS PER IBC 504.1 AND 504.2) - ACTUAL 39FT/ 1 STORY

ALLOWABLE AREA:

BASED ON IBC TABLE 503 - 17,500 SF - ACTUAL 9,805 SF

OCCUPANCY TYPE: MIN. OCCUPANT LOAD: FLOOR AREA/OCC.: OCCUPANT LOAD:

BUSINESS B (GROSS) 1 OCCUPANT PER 100 SQUARE FEET 778 S.F. / 100 8 OCCUPANTS

MALES

BUSINESS B: (4 MALES)

1 PER 25 FOR FIRST 50 = 1

STORAGE S1: (13 MALES)

1 PER 100 = 1

TOTAL FIXTURES REQUIRED = 1

NUMBER OF WATER CLOSETS PROVIDED = 1

NUMBER OF URINALS PROVIDED = 1

BUSINESS B: (4 MALES)

1 PER 40 FOR FIRST 80 = 1

STORAGE S1: (12 MALES)

1 PER 100 = 1

TOTAL FIXTURES REQUIRED = 1

NUMBER OF LAVATORIES PROVIDED = 1

BUSINESS: (4 MALES)

1 PER 100 = 1

STORAGE S1: (13 MALES)

1 PER 1000 = 1

TOTAL FIXTURES REQUIRED = 1

NUMBER PROVIDED = 1

FEMALES

BUSINESS B: (4 FEMALES)

1 PER 25 FOR FIRST 50 = 1

STORAGE S1: (13 FEMALES)

1 PER 100 = 1

TOTAL FIXTURES REQUIRED = 1

NUMBER OF WATER CLOSETS PROVIDED = 1

BUSINESS B: (4 FEMALES)

1 PER 40 FOR FIRST 80 = 1

STORAGE S2: (12 FEMALES)

1 PER 100 = 1

TOTAL FIXTURES REQUIRED = 1

NUMBER OF LAVATORIES PROVIDED = 2

BUSINESS B: (4 FEMALES)

1 PER 100 = 1

STORAGE S1: (13 FEMALES)

1 PER 1000 = 1

TOTAL FIXTURES REQUIRED = 1

NUMBER PROVIDED = 1

0 HR.

1 HR.

STORAGE S1 (GROSS) 1 OCCUPANT PER 300 SQUARE FEET 7,344 S.F. / 300 25 OCCUPANTS

TOTAL: 33 OCCUPANTS

*CORRIDORS, MECHANICAL, ELECTRICAL & COMM. ROOMS OMITTED FROM OCCUPANT LOAD COUNT

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ACB ASPHALTIC CONCRETE BASE COURSE

AD AREA DRAIN

AG ABOVEGROUND

APPROX APPROXIMATE

ARCH. ARCHITECTURAL

ASPH ASPHALT

BC BACK OF CURB

BLDG BUILDING

BOL BOLLARD

BW/BOW FINISHED GROUND ELEVATIONS AT

BOTTOM OF WALL

CB CATCH BASIN

CBCI CATCH BASIN CURB INLET

CI CAST IRON

CL CENTERLINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CONC CONCRETE

CF CUBIC FEET

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

D.O.T. DEPARTMENT OF TRANSPORTATION

DWLS DOWELS

E EAST

EF EACH FACE

ELEC ELECTRICAL

EL/ELEV ELEVATION

EP/EOP EDGE OF PAVEMENT

EX/EXIST EXISTING

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FT FEET

FES FLARED END SECTION

G GAS

G.A.B. GRADED AGGREGATE BASE

GND GROUND

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

ID INSIDE DIAMETER

IN INCHES

INT INTERSECTION

INV INVERT

JT JOINT

JB JUNCTION BOX

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH. MECHANICAL

MFR/MFG MANUFACTURER

MH MANHOLE

MIN MINIMUM

N NORTH

NO/# NUMBER

NTS NOT TO SCALE

O/C OR OC ON CENTER

OHP OVERHEAD POWER

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PPVC PERFORATED POLYVINYL CHLORIDE

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVMNT PAVEMENT OR PVMT

PWR. POWER

R RADIUS

RCP REINFORCED CONCRETE PIPE

REINF REINFORCING

SMH SANITARY MANHOLE

SD STORM DRAIN

SF/SQ FT SQUARE FEET

SHLDR SHOULDER

SS SANITARY SEWER

T TELEPHONE

THRU THROUGH

T.B.A. TO BE ABANDONED

TBR TO BE REMOVED

C TOP OF CURB

TW/TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V VERTICAL

VC VITRIFIED CLAY

W POTABLE WATER

WWR WELDED WIRE REINFORCEMENT

W/ WITH

YR YEAR

ABBREV. DESCRIPTION

ABBREVIATIONS

GENERAL CIVIL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL QUONSET DEVELOPMENT

CORPORATION (QDC), CITY, COUNTY, STATE AND FEDERAL REGULATIONS

APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF

UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF

STRIPING UNLESS OTHERWISE NOTED.

3. EXISTING CONDITIONS SHOWN ARE BASED UPON A TOPOGRAPHIC AND

IMPROVEMENT SURVEY PROVIDED BY CROSSMAN ENGINEERING IN

OCTOBER OF 2016. UTILITIES SHOWN WERE SUPPLEMENTED BY BASE GIS

INFORMATION AND INFORMATION FROM SITE OBSERVATIONS. ALL

EXISTING UTILITY INFORMATION SHOULD BE CONSIDERED APPROXIMATE.

CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO BEGINNING

CONSTRUCTION OR ORDERING MATERIALS.

4. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

WITHIN THESE CONSTRUCTION DOCUMENTS.

5. CONTRACTOR SHALL MOVE ALL CONSTRUCTION DEBRIS OFF THE

PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL

CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

6. NO BURNING IS ALLOWED.

7. CONTRACTOR SHALL ENSURE ALL EXISTING TOPS OF MANHOLES AND

VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED

GRADES, UNLESS NOTED OTHERWISE.

8. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH

WITH EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED

OTHERWISE.

9. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES

OR DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES,

AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE COR PRIOR TO STARTING CONSTRUCTION.

11. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE

WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD),

LATEST EDITION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF

EXISTING UTILITIES ARE IN CONFLICT WITH NEW UTILITIES, THE SITE

CONTRACTOR SHALL NOTIFY THE COR BEFORE PROCEEDING WITH

CONSTRUCTION.

13. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE

TOPSOIL AND EXCAVATED MATERIALS SHALL BE DISPOSED OF TO A LEGAL

LANDFILL IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL,

STATE AND FEDERAL REQUIREMENTS.

14. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN

ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND

TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF

THESE UTILITIES WITH THE COR OF THE UTILITY. THE CONTRACTOR

SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,

WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.

ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR). IF EXISTING PRESSURIZED UTILITIES OR

NON-GRAVITY UTILITIES (SUCH AS WATER MAINS, SANITARY SEWER

FORCE MAINS, ELECTRICAL LINES, AND/OR COMMUNICATION LINES) ARE IN

CONFLICT WITH NEW GRAVITY SYSTEM, OFFSETS OF EXISTING UTILITY

SYSTEMS IN CONFLICT WITH NEW GRAVITY UTILITIES SHALL BE

PERFORMED. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL

BE BORNE BY THE CONTRACTOR IN ACCORDANCE WITH RESPECTIVE

UTILITY COMPANY STANDARDS. THE CONTRACTOR SHALL COORDINATE

DISCONNECTION OF EXISTING UTILITIES WITH THE APPROPRIATE UTILITY

PROVIDER.

15. UTILITIES INDICATED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

APPLICABLE PROVISIONS OF THE SPECIFICATIONS. GRADING SHALL BE AS

INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING

OF WATER, READY TO RECEIVE PLANTING MATERIALS OR GRASSING.

16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT

ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING

ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM

SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND

ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY

OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK

ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR

BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY

BORNE BY THE CONTRACTOR.

17. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION,

SEDIMENTATION AND POLLUTION CONTROL AND STORMWATER

POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE

DRAWINGS, SPECIFICATIONS, AND PERMITS.

18. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION

PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE

COR.

19. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH

ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE

APPLICABLE REGULATORY AGENCY.

20. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

21. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT

WILL REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE

WORK WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH

NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

22. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF

THE WORKDAY.

23. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.

MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY FROM

THE BASE AND DISPOSE OFFSITE TO A LEGAL LANDFILL. RESTORE

GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS

OR PER REQUIREMENTS OF NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT

OR CONCURRENT WITH DEMOLITION.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

MUST BE PERFORMED BY LICENSED & REGISTERED LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, AND EROSION, SEDIMENTATION AND POLLUTION CONTROL

PLAN PRIOR TO WORK.

5. ALL INTERNAL FENCING, TRASH, AND LITTER TO BE FULLY DEMOLISHED

AND REMOVED FROM SITE TO A LEGAL LANDFILL. PERIMETER FENCING TO

REMAIN UNLESS NOTED OTHERWISE.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH

THE ARCHITECTURAL PLANS.

3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT RHODE ISLAND DOT

AND MUTCD STANDARDS AND SPECIFICATIONS.

5. CONTACT DIG SAFE (811 IN MASSACHUSETTS, MAINE, NEW HAMPSHIRE,

RHODE ISLAND, AND VERMONT) A MINIMUM OF 72 HOURS PRIOR TO

DIGGING.

6. CONTACT QDC WATER AND WASTEWATER DEPARTMENTS TWO BUSINESS

DAYS IN ADVANCE PRIOR TO ACTIVATION OF WATER, SEWER, AND

STORMWATER UTILITIES. ALL WATER AND SEWER SERVICE WORK SHALL

BE WITNESSED APPROVED BY THE QDC WATER AND WASTEWATER

DEPARTMENT.

7. THE CONTRACTOR IS REQUIRED TO COORDINATE AF FORM 103 AND

ENSURE IT IS COMPLETED AND SIGNED BEFORE STARTING

CONSTRUCTION.

8. CONTRACTOR IS RESPONSIBLE FOR MARKING ALL ELECTRICAL LINES ON

THE SITE.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR ALL

FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER

AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL FENCING FROM

THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND SHALL SMOOTH

THE GROUND SURFACE WHERE THE FENCE WAS REMOVED THEN MULCH

OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS.

6. IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION,

CONTRACTOR SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON

AS-BUlLTS. ALL QDC CONTROL POINTS AND BENCHMARKS ARE NOT TO BE

DISTURBED.

UTILITY NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH STATE AND NATIONAL GUARD

REGULATIONS.

2. ALL QDC RELATED UTILITY INSTALLATIONS SHALL BE PER QDC WATER AND

WASTEWATER STANDARD REQUIREMENTS AND DETAILS OR AS DIRECTED

BY QDC.

3. ALL PIPE CONNECTIONS TO MANHOLES SHALL CONFORM TO ASTM C923

AND SUBMITTALS PROVIDED TO QDC.

4. CONTRACTOR TO COORDINATE UTILITY INSTALLATION AND CONNECTIONS

WITH QDC PRIOR TO CONSTRUCTION.

W G

HAUL ROUTE

SCALE: N.T.S.

TRUE

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PROJECT LOCATION

HAUL ROUTE

X X

CODE COMPLIANCE PLAN

SCALE: 1" = 30'

0 15' 30' 60' 90'

GENERAL SHEET NOTES:

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

2. THIS PLAN HAS BEEN CREATED TO SHOW

COMPLIANCE WITH UFC 3-600-01 "FIRE PROTECTION

ENGINEERING FOR FACILITIES" SECTION 1-7.2.4.2.

3. THE FOLLOWING ITEMS AS INDICATED IN UFC 3-600-01

SECTION 1-7.2.4.2 CODE COMPLIANCE SITE PLAN ARE

NOT APPLICABLE TO THIS PROJECT:

-LINE OF ENCROACHMENT IDENTIFYING PROPERTY

LINES

· FACILITY IS LOCATED WITHIN QUONSET AIR

NATIONAL GUARD BASE.

-BUILDING PERIMETER USED FOR FRONTAGE

INCREASE

· FACILITY IS WITHIN THE ALLOWABLE AREA

WITHOUT A FRONTAGE INCREASE.

-WATER STORAGE TANKS

· WATER TANKS NOT PROPOSED FOR THIS

PROJECT.

-HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS

· HAZARDOUS MATERIAL NOT PRESENT AT THIS

FACILITY.

-ANTITERRORISM SECURE ACCESS

· BUILDING IS LOCATED WITHIN A PRIMARY

CONTROLLED PERIMETER. NO ANTITERRORISM

ACCESS CONTROLS LOCATED NEAR BUILDING.

SHEET KEYNOTES-BASE:

1. FIRE DEPARTMENT ACCESS WITHIN 33' OF BUILDING.

2. FIRE LANE APPROACH.

3. INTENDED FIRE DEPARTMENT MAIN ENTRANCE.

4. FIRE DEPARTMENT CONNECTION MOUNTED ON

BUILDING.

5. FIRE HYDRANT.

6. WALL MOUNTED POST INDICATOR VALVE

7. BACK FLOW PREVENTER LOCATION.

LEGEND

FIRE APPARATUS DRIVE PATH

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C-002

B3 SUBMITTAL

C O

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CIVIL DEMOLITION PLAN

SCALE: 1" = 30'

0 15' 30' 60' 90'

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. SEE AD-101 FOR PARTIAL BUILDING DEMOLITION

INFORMATION.

SHEET KEYNOTES

1. CLEANLY SAWCUT AND DEMOLISH EXISTING ASPHALT

PAVEMENT.

2. RELOCATE USED OIL TANK AND ACCESS STAIRS. SEE

C-110 FOR TANK LOCATION. DEMOLISH EXISTING

CONCRETE PAD FOR TANK AND ACCESS LADDER.

3. DEMOLISH EXISTING BOLLARDS.

4. CONNEX BOX TO BE RELOCATED BY THE GOVERNMENT.

5. RELOCATE "PERSONNEL STATIC GROUND" SIGN. SEE

C-110 FOR NEW SIGN LOCATION.

6. DEMOLISH TRANSFORMER AND TRANSFORMER PAD.

7. DEMOLISH GAS LINE AND METERS.

8. DEMOLISH CONCRETE PAVEMENT.

9. DEMOLISH ABANDONED WASTE OIL TANK. PIPE AND CAP

ALL CONNECTED EXISTING PIPES.

10. DEMOLISH EXISTING WATER SERVICE LINE FROM

BUILDING EDGE TO 5-FEET OFF OF BUILDING EDGE. CAP

BOTH ENDS OF ABANDONED PIPE. SEE DETAIL C4/C-501.

11. VERIFY DRAINAGE ROUTING OF EXISTING MANHOLE.

LEGEND

DEMOLISH ASPHALT PAVEMENT

DEMOLISH CONCRETE PAVEMENT

DEMOLISH SITE FEATURE

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B3 SUBMITTAL

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CIVIL SITE PLAN

SCALE: 1" = 30'

0 15' 30' 60' 90'

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. SEE C-701 FOR TEMPORARY CONSTRUCTION FENCING.

SHEET KEYNOTES

1. REFUELER BAY ADDITION.

2. LOCATION FOR RELOCATED USED OIL TANK. PROVIDE

CONCRETE PAD TO MATCH PREVIOUS PAD SIZE. SEE

STRUCTURAL DETAIL A3/S-501. LOCATION FOR ACCESS

LADDER TO BE COORDINATED WITH CONTRACTING

OFFICER'S REPRESENTATIVE.

3. PATCH ASPHALT PAVEMENT. (SEE DETAIL A3/C-501)

4. LOW EMITTING VEHICLE SPACE.

5. SEEDING.

6. BOLLARD. (SEE DETAIL A4/C-501)

7. RELOCATED "PERSONNEL STATIC GROUND" SIGN.

8. CONCRETE APRON. (SEE DETAIL A1/S-501)

9. DOUBLE BIKE RACK LOCATION. (SEE DETAIL C2/C-501)

10. EQUIPMENT PAD. (SEE DETAIL A3/S-501)

11. TRANSFORMER PAD. (SEE DETAIL A3/S-501)

LEGEND

ASPHALT PAVEMENT PATCH

CONCRETE APRON

SEEDING

LOW EMITTING VEHICLE SPACE

(MIN 6" WHITE TRAFFIC PAINT

STENCIL "LOW EMITTING

VEHICLE PARKING ONLY")

LEV

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CIVIL GRADING PLAN

SCALE: 1" = 30'

0 15' 30' 60' 90'

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. PROVIDE SEEDING AT DISTURBED PERVIOUS AREAS FOR

FINAL STABILIZATION.

SHEET KEYNOTES

1. MATCH EXISTING GRADE. ENSURE POSITIVE DRAINAGE

AWAY FROM BUILDINGS AND TOWARD DRAINAGE

STRUCTURES.

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CIVIL UTILITY PLAN

SCALE: 1" = 30'

0 15' 30' 60' 90'

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. PROVIDE THRUST BLOCKING FOR WATER LINE AT ALL

CHANGES IN DIRECTION AND TEES. SEE DETAIL C4/C-502

FOR THRUST BLOCKING.

3. SEE DETAIL A3/C-501 FOR PAVEMENT PATCH DETAIL.

SHEET KEYNOTES

1. 8" X 6" X 6" C900 TEE.

2. 6" X 6" X 2" C900 TEE.

3. 8" C900 FIRE LINE.

4. FIRE HYDRANT. (SEE DETAIL B2/C-502)

5. 2" BLUE POLYETHYLENE (PE) DOMESTIC WATER LINE.

6. GAS LINE. MATCH EXISTING SIZE AND MATERIAL.

7. 6" C900 FIRE LINE.

8. 8" TAP, SADDLE, AND VALVE. APPROXIMATE LOCATION

OF 16" WATER LINE PER GIS.

9. 6" SDR-35 SANITARY SEWER LINE.

10. SANITARY SEWER CLEANOUT. (SEE DETAIL C1/C-501)

11. SANITARY SEWER MANHOLE. (SEE DETAIL C1/C-502)

12. GAS METER LOCATION. SEE PLUMBING PLAN SHEET

P-101 FOR LOCATION AND DETAIL.

13. OIL/WATER SEPARATOR. (SEE DETAIL A1/C-501)

14. 4" SDR-35 SANITARY SEWER LINE.

15. CAP EXISTING 4" WATER LINE AND ABANDON IN PLACE.

16. CONNECT GAS LINE TO EXISTING GAS LINE.

17. 4" X 6" SDR-35 REDUCER.

18. 6" C900 45° BEND.

19. 8" X 8" X 6" C900 TEE. PROVIDE CAP AT END OF TEE.

TRUE

NORTH

1 2 3 4 5

SHEET

IDENTIFICATION

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

S I Z

A N

S I

F I L

A M

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

U M

B E

D A

T E

D E

S C

R I P

T I O

N M

A R

M M

A T

I O

N A

U A

E A

U P

R O

J E

C T

A D

I M

A D

W G

A D

I C

I N

T E

N A

N C

B U

I L

D I N

R H

O D

I S

L A

I O

N A

U A

R D

Q U

O N

S E

N G

N O

R T

I N

G S

T O

W N

R H

O D

I S

L A

I O

N A

U A

R D

N O

R T

I N

G S

T O

J O

G H

T W

U S

C-130

B3 SUBMITTAL

C I V

I L

I T

L A

J A

E I P

C D

W G

G G

F F

SS SS SS SS SS SS SS SS SS SS SS SS

CO A2

TOP=16.00

INV IN=13.80

INV OUT=13.80

CO A-1

TOP=16.00

INV IN=12.10

INV OUT=12.10

MH A-0

TOP=16.00

INV IN=11.10

INV IN=11.07

INV OUT=11.07

FROM BLDG

TOP=15.25

INV OUT=13.90

ENLARGED UTILITY PLAN

SCALE: 1" = 10'

0 5' 30'20'10'

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. PROVIDE THRUST BLOCKING FOR WATER LINE AT ALL

CHANGES IN DIRECTION AND TEES. SEE DETAIL C4/C-502

FOR THRUST BLOCKING.

3. SEE DETAIL A3/C-501 FOR PAVEMENT PATCH DETAIL.

4. SEE STRUCTURAL SHEET S-102 FOR GRADE BEAM

PENETRATION DETAIL.

SHEET KEYNOTES

1. 8" X 6" X 6" TEE.

2. 6" X 6" X 2" TEE.

3. 8" C900 FIRE LINE.

4. FIRE HYDRANT. (SEE DETAIL B2/C-502)

5. 2" BLUE POLYETHYLENE (PE) DOMESTIC WATER LINE.

6. GAS LINE - MATCH EXISTING SIZE.

7. 6" C900 FIRE LINE.

8. NOT USED.

9. 6" SDR-35 SANITARY SEWER LINE.

10. SANITARY SEWER CLEANOUT. (SEE DETAIL C1/C-501)

11. SANITARY SEWER MANHOLE. (SEE DETAIL A1/C-502)

12. GAS METER LOCATION. SEE PLUMBING PLAN SHEET

P-101 FOR LOCATION AND DETAIL.

13. OIL/WATER SEPARATOR. (SEE DETAIL A1/C-501)

14. 4" SDR-35 SANITARY SEWER LINE.

15. CAP EXISTING 4" WATER LINE AND ABANDON IN PLACE.

16. CONNECT GAS LINE TO EXISTING GAS LINE.

17. 4" x 6" SDR-35 REDUCER.

18. 6" C900 45° BEND.

19. 8" X 8" X 6" C900 TEE. PROVIDE CAP AT END OF TEE.

TRUE

NORTH

1 2 3 4 5

SHEET

IDENTIFICATION

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

S I Z

A N

S I

F I L

A M

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

U M

B E

D A

T E

D E

S C

R I P

T I O

N M

A R

M M

A T

I O

N A

U A

E A

U P

R O

J E

C T

A D

I M

A D

W G

A D

I C

I N

T E

N A

N C

B U

I L

D I N

R H

O D

I S

L A

I O

N A

U A

R D

Q U

O N

S E

N G

N O

R T

I N

G S

T O

W N

R H

O D

I S

L A

I O

N A

U A

R D

N O

R T

I N

G S

T O

J O

G H

T W

U S

C-131

B3 SUBMITTAL

E N

L A

R G

I L

I T

L A

J A

E I P

C D

W G

E V

A T

I O

E L

E V

A T

I O

STATION

SANITARY SEWER PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 5'

0+50 1+00 1+50

T O

O W

T O

R O

W S

" P

V C

L F

" P

V C

L F

4" PVC

5LF @ 2.00%

4" PVC

8LF @ 1.29%

W S

T O

R O

L D

T O

EX. ELEC

(DEPTH UNKNOWN)

EX. ELEC

(DEPTH UNKNOWN)

EX. ELEC

(DEPTH UNKNOWN)

EX. 8" STORM

1 2 3 4 5

SHEET

IDENTIFICATION

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

S I Z

A N

S I

F I L

A M

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

U M

B E

D A

T E

D E

S C

R I P

T I O

N M

A R

M M

A T

I O

N A

U A

E A

U P

R O

J E

C T

A D

I M

A D

W G

A D

I C

I N

T E

N A

N C

B U

I L

D I N

R H

O D

I S

L A

I O

N A

U A

R D

Q U

O N

S E

N G

N O

R T

I N

G S

T O

W N

R H

O D

I S

L A

I O

N A

U A

R D

N O

R T

I N

G S

T O

J O

G H

T W

U S

C-201

B3 SUBMITTAL

S A

N I T

A R

E W

F I L

E S

J A

E I P

C D

W G

EXISTING AND

PROPOSED GRADE

SANITARY SEWER PROFILES

SCALE: 1" = 10'

0 5' 30'20'10'

HORZ.

SCALE: 1" = 5'

0 2.5' 5' 10' 15'

VERT.

NO SCALE

TYPICAL TRENCH DETAIL

NO SCALE

BOLLARD

NOTE:

DETAIL PER QUONSET DEVELOPMENT CORPORATION

7'-6"

3'-6"

1'-6"

CONCRETE CAP

6" STANDARD PIPE FILLED

WITH CONCRETE AND

PAINTED YELLOW

(GALVANIZED)

FINISH PAVEMENT

4'-0"

BIKE RACK

1 1/2" SCH. 40 PIPE W/12-20 MILS

THICK PLASTISOL COATING. PAINT

BIKE RACK AIR FORCE BROWN.

24"

36"

SECTION

NOTE:

1. SEE SITE PLANS FOR LOCATION AND NUMBER OF BIKE

RACKS REQUIRED

12"

SQUARE

TYP.

FINISHED GRADE (CONCRETE

PAVEMENT: 3000 PSI @ 28 DAYS)

SET BIKE RACKS PLUMB

EXPANSION JOINT BETWEEN CONCRETE

PAD & SITE CONCRETE/BUILDINGS (TYP.)

EXPANSION JOINT BETWEEN CONCRETE

PAD & FOOTINGS (TYP.)

COMPACT SUBGRADE TO 95% STD.

PROCTER

3,000 PSI CONCRETE FOOTING (TYP.)

CORE DRILL OR SLEEVE FOOTING &

ANCHOR WITH NON-SHRINK GROUT

PLAN VIEW

SCALE: 3/8" = 1'-0"

24"

RACK TO BE 24" MIN. FROM

EDGE OF CONCRETE PAVEMENT,

OR GREATER, AS NOTED

ON SITE PLANS (TYP.)

24" 24"

1 2 3 4 5

SHEET

IDENTIFICATION

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

S I Z

A N

S I

F I L

A M

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

U M

B E

D A

T E

D E

S C

R I P

T I O

N M

A R

M M

A T

I O

N A

U A

E A

U P

R O

J E

C T

A D

I M

A D

W G

A D

I C

I N

T E

N A

N C

B U

I L

D I N

R H

O D

I S

L A

I O

N A

U A

R D

Q U

O N

S E

N G

N O

R T

I N

G S

T O

W N

R H

O D

I S

L A

I O

N A

U A

R D

N O

R T

I N

G S

T O

J O

G H

T W

U S

C-501

B3 SUBMITTAL

C O

N S

T R

U C

T I O

E T

A I L

J A

E I P

C D

W G

NO SCALE

OIL WATER SEPARATOR (OR APPROVED EQUAL)

NO SCALE

CLEANOUT

NOTE:

SEE PLAN SHEET FOR PIPE SIZES.

WWF 6x6-2.9x2.9

VALVE HANDHOLE

FRAME & LID

THREADED BRONZE PLUG

DIRECTION OF FLOW

45° WYE (CI)

CI RISER

45° ELBOW (CI)

36" MIN. SEPARATION

BETWEEN BIKE RACKS

NO SCALE

6"x2'x2' CONCRETE PAD

UNDISTURBED

EARTH

18"Ø CONC. BASE

3000 PSI

WATER LINE SEVERING

NO SCALE

6" Ø

THRUST BLOCK DETAIL

SCALE: N.T.S.

RESTRAINT JOINT TABLE

SCALE: N.T.S.NO SCALE

FIRE HYDRANT

NOTE:

DETAIL PER QUONSET DEVELOPMENT CORPORATION

NO SCALE

SANITARY SEWER DOGHOUSE MANHOLE

(SEE DETAIL C2/C-502)

(SEE DETAIL C2/C-502).

NOTE: ABOVE DETAIL PER QUONSET DEVELOPMENT CORPORATION

1 2 3 4 5

SHEET

IDENTIFICATION

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

S I Z

A N

S I

F I L

A M

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

U M

B E

D A

T E

D E

S C

R I P

T I O

N M

A R

M M

A T

I O

N A

U A

E A

U P

R O

J E

C T

A D

I M

A D

W G

A D

I C

I N

T E

N A

N C

B U

I L

D I N

R H

O D

I S

L A

I O

N A

U A

R D

Q U

O N

S E

N G

N O

R T

I N

G S

T O

W N

R H

O D

I S

L A

I O

N A

U A

R D

N O

R T

I N

G S

T O

J O

G H

T W

U S

C-502

B3 SUBMITTAL

C O

N S

T R

U C

T I O

E T

A I L

J A

E I P

C D

W G

1. NO INSIDE DROPS PERMITTED ON 4' DIAMETER MANHOLES.

2. ALL COVERS TO INDICATE "SANITARY SEWER" IN 3" LETTERS.

3. REINFORCED CONCRETE FLAT TOP TO BE USED ON SHALLOW MANHOLES.

NOTE:

DETAIL PER QUONSET DEVELOPMENT CORPORATION

NO SCALE

SANITARY SEWER MANHOLE COVER

NOTES:

PAMREX 30" MIN. D.I. HINGED

FRAME AND COVER OR EQUAL FINISH GRADE

ADJUST TO GRADE w/ BRICK

MASONRY OR PRECAST CONC.

GRADE RINGS (12" MAX.) &

PARGE WITH NON-SHRINK

GROUT INTERIOR AND EXTERIOR

EXCAVATION PAVEMENT LIMIT (TYP.)

PRECAST CONC. MANHOLE

RISER SECTIONS TO SUIT

PIPE SEAL GASKET BY

KOR-N-SEAL FLEXIBLE PIPE

TO MANHOLE CONNECTOR

NON-SHRINK GROUT PARGING

ALL INTERIOR JOINTS

COAT ENTIRE SURFACE WITH 2

COATS BITUMINOUS

WATERPROOFING

PRECAST ECCENTRIC

CONE SECTION

BRICK MASONRY INVERT TABLE

12" MIN. COMPACTED

GRAVEL BEDDING

APPROVED TRENCH BOTTOM

4" MIN.

3'-0" MIN.

RUBBER RING GASKET (TYP.)

FLOW

18" MAX.

POLYPROPYLENE MANHOLE

STEP 12" O.C.

NON-SHRINK GROUT

PARGING

30" MIN.

CLEAR

4'-0" DIAMETER

1. RESTRAINT GLANDS AND TIE RODS REQUIRED FROM MAIN TO HYDRANT.

2. IF HYDRANT IS AT A DEAD END, TIE RODS MUST BE TAKEN TO JOINT OF

FIRST FULL LENGTH OF PIPE.

3. ALL HYDRANT TO OPEN RIGHT, (WATER VALVES OPEN LEFT).

4. SEE TYPICAL TRENCH DETAIL FOR BACKFILL REQUIREMENTS.

CONCRETE SUPPORT

PAVEMENT

COMPACTED

BACKFILL

C.I.VALVE BOX AND COVER

EMBOSSED WITH WORD

"WATER" (AS SPECIFIED)

(TYPICAL ALL VALVES)

VARIES 2'-0" MIN.

MUELLER CETURION OR

KENNEDY K-81 HYDRANT

FINISH GRADE

COVER DRAIN PIT w/

POLETHYLENE OR

FELT 6" ABOVE DRAIN

DO NOT BLOCK

HYDRANT DRAIN

1 C.Y. WASHED

GRAVEL

TO 1" Ø

CONCRETE

THRUST BLOCK

(SEE THRUST

BLOCK DETAILS)

UNDISTURBED EARTH

CONCRETE SUPPORT

HYDRANT TEE

UNDISTURBED

EARTH

CONCRETE

THRUST

BLOCK

CONCRETE SUPPORT

COMPACTED

SUBGRADE

6" D.I.P. CL.52 CEMENT LINED

BRANCH (LENGTH AS REQUIRED)

12" MIN. COMPACTED

GRAVEL BEDDING

6" GATE VALVE

RESILIENT SEAT TYPE

(OPEN LEFT AS

SPECIFIED)

2'-0"

NOTES:

" Ø TIE RODS &

CLAMPS OR

RESTRAINER GLANDS

AS DIRECTED

COMPACTED

BACKFILL

RESTRAINER GLANDS

(TYP.)

WARNING TAPE

M I N

I M

U M

M I N

8" CAST-IN-PLACE

CONCRETE BASE

5" (12.7 CM) MIN. FOR

4' (1.22 M) DIA. M.H.

BOOT CONNECTION

NEW MAIN

#4 @ 12" O.C. EACH WAY

PRE-CAST DOGHOUSE

RISER

EX. SS MAIN

FORMED

CONC. INVERT

GROUT BLOCKOUT AFTER SETTING

DOGHOUSE BASE.

EX. SS MAIN

LIMITS STONE

BACKFILL

COMPACTED

AGGREGATE BASE

A A

PLAN

SECTION A-A

UNDISTURBED EARTH OR

COMPACTED SUBGRADE

NOTES:

1. USE THE DOGHOUSE MANHOLE TO CONSTRUCT THE BOTTOM OF THE

MANHOLE. FOLLOW THE TYPICAL SANITARY MANHOLE DETAIL PER

QUONSET DEVELOPMENT CORPORATION FOR THE TOP OF THE MANHOLE.

DOGHOUSE MANHOLE

X X

L E

EROSION CONTROL PLAN

SCALE: 1" = 30'

0 15' 30' 60' 90'

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. CONTRACTOR TO COORDINATE FINAL LOCATION OF

CONSTRUCTION FENCING WITH COR PRIOR TO

CONSTRUCTION.

3. PROVIDE SEEDING AT DISTURBED PERVIOUS AREAS FOR

FINAL STABILIZATION.

SHEET KEYNOTES

1. FILTER SOCK (SEE DETAIL C1/C-750)

2. INLET PROTECTION (SEE DETAIL C2/C-750)

3. CONSTRUCTION FENCING

4. CONSTRUCTION ACCESS GATE.

TRUE

NORTH

1 2 3 4 5

SHEET

IDENTIFICATION

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

S I Z

A N

S I

F I L

A M

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

U M

B E

D A

T E

D E

S C

R I P

T I O

N M

A R

M M

A T

I O

N A

U A

E A

U P

R O

J E

C T

A D

I M

A D

W G

A D

I C

I N

T E

N A

N C

B U

I L

D I N

R H

O D

I S

L A

I O

N A

U A

R D

Q U

O N

S E

N G

N O

R T

I N

G S

T O

W N

R H

O D

I S

L A

I O

N A

U A

R D

N O

R T

I N

G S

T O

J O

G H

T W

U S

C-701

B3 SUBMITTAL

E R

O S

I O

O N

T R

J A

E I P

C D

W G

LEGEND

FILTER SOCK

INLET PROTECTION

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

FILTER SOCK DETAIL

SCALE: N.T.S.

INLET PROTECTION DETAIL

SCALE: N.T.S.

OR APPROVED EQUAL

1 2 3 4 5

SHEET

IDENTIFICATION

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

S I Z

A N

S I

F I L

A M

S U

B M

I T

T E

C H

E C

K E

D R

A W

D E

S I G

N E

I S

S U

A T

S O

L I C

I T

A T

I O

C O

N T

R A

F I L

U M

B E

D A

T E

D E

S C

R I P

T I O

N M

A R

M M

A T

I O

N A

U A

E A

U P

R O

J E

C T

A D

I M

A D

W G

A D

I C

I N

T E

N A

N C

B U

I L

D I N

R H

O D

I S

L A

I O

N A

U A

R D

Q U

O N

S E

N G

N O

R T

I N

G S

T O

W N

R H

O D

I S

L A

I O

N A

U A

R D

N O

R T

I N

G S

T O

J O

G H

T W

U S

C-750

B3 SUBMITTAL

E R

O S

I O

I M

E N

O N

T R

O L

D E

T A

I L

J A

E I P

C D

ARCHITECTURAL ABBREVIATIONS

GENERAL NOTES:

SYMBOLS:

VIEW TITLES:

PLAN SYMBOLS:

MATERIALS IN SECTION - FILL PATTERNS:

A.F.

A.F.F.

ACC. DR.

ADAAG

ACCESS.

ADJ.

ACOUST.

A.B.

ACT

ANOD.

A.C.

AL / ALUM.

APP.

APPROX.

ARCH.

AT / FP

AVG.

A.W.I.

B.H.M.I.

BM.

BLKG.

BD.

BTM.

BLDG.

B.U.R.

CFCI

CH.

CPT.

CLG.

CLG. HT.

CTR.

C. TO C.

C.T.

CLR.

C.O.

CLOS.

CO.

COL.

CONC.

CORR.

COTR

CMU

CONF.

CONST.

CONT.

CONTR.

C.J.

C.Y.

DET.

DIA.

DIM.

DISP.

DR.

DN.

D.S.

DESC.

DWG.

EA.

ELEC.

EL.

E.W.C.

E.R.D.

E.P.

ENGR.

EQUIP.

EQ.

EXIST.

EXP.

E.J. (EXP. JT.)

EXP. TO STRUCT.

EXT.

ETD

FAC.

FDC

FT.

F.E.

F.E.C.

F.H.C.

FIN.

F.P.

F.F.

FLR.

F.D.

FLUOR.

F.O.G.

FTG.

FDN.

FV.

RAISED ACCESS FLOOR

RECEPTIONIST

REFERENCE

REINFORCEMENT

REQUIRED

REVISIONS / REVISED

ROOF DRAIN

RIGHT HAND

RIGHT HAND REVERSE

ROOM

ROUGH OPENING

RUBBER BASE

SEALED CONCRETE

SOLID CORE WOOD

SCHEDULE

SECTION

SEMI-GLOSS PAINT

SERVICE SINK

SHEET METAL

SIMILAR

SOUND TRANSMISSION CLASS

SPECIFICATION

SPRAYED FIRE RESISTIVE MATERIAL

SQUARE

STAIN

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

TOILET

TELEPHONE

THICK

THRESHOLD

TEMPERED GLASS

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF CURB

TOP OF STEEL

TOP OF WALL

TOUCH-UP

TYPICAL

UNDERWRITERS LABORATORIES

UNFINISHED

UNLESS NOTED OTHERWISE

VERTICAL

VESTIBULE

VINYL COMPOSITION TILE

VINYL COVE BASE

VENT THRU ROOF

WIDTH

WITH

WATER CLOSET

WALL CLEAN OUT

WOOD

WINDOW

WIRE MESH PARTITION

WITHOUT

WATER RESISTANT GYPSUM BOARD

WEATHERSTRIPPING

WINDOW ROUGH OPENING

YARD

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

WALL SECTION MARK

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

BUILDING SECTION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL

NUMBER (TYP.)

AREA COVERED

BY DETAIL

DOOR TAG WINDOW &

LOUVER TAG

ROOM TAG PARTITION TYPE

EARTH

CONCRETE / GROUT

SAND / E.I.F.S. /

PLASTER / STUCCO

STEEL

MASONRY - CONCRETE BLOCK

MASONRY - BRICK

RIGID INSULATION

BATT INSULATION EXPOSED & FINISHED WOOD TRIM

GYPSUM / PLASTER

PLYWOOD

ACCESS FLOORING

ABOVE FINISHED FLOOR

ACCESS DOOR / PANEL

AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESSORIES

ADJUST/ ADJUSTABLE

ACOUSTICAL

ANCHOR BOLT

ACOUSTICAL CEILING TILE

ANODIZED

AIR CONDITIONING

ALUMINUM

AND

ANGLE

APPROVED

APPROXIMATE

ARCHITECTURAL

ANTI TERRORISM / FORCE PROTECTION

AVERAGE

ARCHITECTURAL WOODWORK INSTITUTE

BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION, INC.

BEAM

BLOCKING

BOARD

BOTTOM

BUILDING

BUILT-UP ROOFING

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CHANNEL

CARPET

CEILING

CEILING HEIGHT

CENTER

CENTER LINE

CENTER TO CENTER

CERAMIC TILE

CLEAR

CLEANOUT

CLOSET

COMPANY

COLUMN

CONCRETE

CORRIDOR

CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE

CONCRETE MASONRY UNIT

CONFERENCE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONTROL JOINT

CUBIC YARD

DETAIL

DIAMETER

DIMENSION

DISPENSER

DOOR

DOWN

DOWNSPOUT

DESCRIPTION

DRAWING

EACH

ELECTRICAL OR ELECTRIC

ELEVATION

ELECTRIC WATER COOLER

EMERGENCY ROOF DRAIN

EPOXY PAINT

ENGINEER

EQUIPMENT

EQUAL

EXISTING

EXPANSION / EXPOSED

EXPANSION JOINT

EXPOSED TO STRUCTURE

EXTERIOR

ESTIMATED TRAVEL DISTANCE

FACTORY

FIRE DEPARTMENT CONNECTION

FEET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISH

FLAT PAINT

FINISHED FLOOR

FLOOR

FLOOR DRAIN

FLUORESCENT

FACE OF GIRT

FOOTING

FOUNDATION

FIELD VERIFY

RAF

RECEP.

REF.

REINF.

REQ'D.

REV.

R.D.

RHR

RM.

R.O.

SCW

SCHED.

SECT.

S.G.P.

SSK

SHT. MET.

SIM.

STC

SPEC(S)

SFRM

SQ.

ST.

S.S.

STD.

STL.

STOR.

STRUCT.

SUSP.

TOIL. / TLT

TEL.

THK.

T'HOLD

TOB

TOC

T/C

TOS

T/W

TYP.

U.L.

UNFIN

U.N.O.

VERT.

VEST.

VCT

VCB

V.T.R.

W/ W.C.

WCO

WD.

WDW.

W.M.P.

W/O W.R.G.B.

W.S.

W.R.O.

YD.

GRAVEL

KEYNOTE

TAG

CEILING TAG

(HEIGHT)

CEILING TAG

(TYPE & HEIGHT)

CEILING HGT.

CEILING TYPE

SUBSCRIPT TYPE

(AS REQ)

PARTITION TYPE

EQUIPMENT

TAG

GA.

GALV.

G.B.F.

GFCI

GFGI

G.L.

G.P.

GL.

GOVT.

GYP.

GYP. BD. (GWB)

HKS

HR.

HDW.

HGT.

H.P.

H.M.

HORIZ.

H.V.A.C.

IN.

I.D.

INSUL.

INT.

JAN.

J.C.

JT.

JST.

K.P.

LAM.

LDG.

LAV.

L.H.

LHR

LT.

LTG.

LONG.

LVR.

L.P.

MAS.

M.O.

MGR.

MANUF.

MATL.

MAX.

MECH.

MTL.

M.W.P.

MIN.

MISC.

N.I.C.

NO. (#)

NTS

NFPA

O.C.

OFCI

OFGI

O.H.

OPNG.

O.W.

OPP.

O.D.

OSHA

OVHD

PDU

PR.

PNL.

PART.

PLAS.

PLYWD.

LBS. OR #

PSF

PSI

P.M.J.F.

PRE-FAB.

Q.T.

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE

DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK

REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF

THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE

OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL

PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED

OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND

MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS

AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE

DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF

THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING

OFFICER'S REPRESENTATIVE'S ATTENTION PRIOR TO PROCEEDING WITH

THE WORK.

5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEW

WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE

CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL

AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATIVE IN WRITING OF ANY DIFFERING CONDITIONS

BEFORE COMMENCEMENT OF WORK.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE

DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IN WRITING OF ANY

DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TO

RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.

11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8"

FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO

FINISHED SURFACE.

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND

ALTERATION OPERATIONS SHALL BE APPLIED.

13. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE

RESISTIVE RATING SHALL BE CONSTRUCTED AS DETAILED HEREIN.

14. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.N.O.).

15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER

PRODUCT MANUFACTURER'S STANDARDS.

16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH

ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND

SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL

AUTHORITIES HAVING JURISDICTION.

17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE

REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND

REGULATORY AGENCIES.

18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO

AVOID GALVANIC CORROSION.

19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND

MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL

SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND

HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.

21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH

DOOR OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME DETAILS

DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES.

22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED.

WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE CONTRACTING OFFICER'S REPRESENTATIVE

BEFORE PROCEEDING WITH THE WORK.

23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND

ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALL

MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURAL AND

ARCHITECTURAL DRAWINGS.

24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS

REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL

ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE

REVIEWED WITH THE…

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File details come from the government source that posted it. Updated Sep 17, 2024.