2_-_Project_Drawings.pdf

PDF 42 MB Posted Oct 29, 2018

Attached to: Repair (Sustain) NDI Lab Federal contract opportunity
Solicitation number: FA487718B0005
Issued by: Department of the Air Force Air Combat Command

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Other files for this federal contract opportunity

Other files attached to Repair (Sustain) NDI Lab, newest first.
File	Type	Posted
Memo__Project_Requirement_Revision.pdf	PDF	Nov 20, 2018
Amendment_2.pdf	PDF	Nov 20, 2018
FA4877-19-B-0001-0001_NDI_Lab_Amendment_1.pdf	PDF	Nov 20, 2018
2_-_Project_Drawings.pdf	PDF	Nov 20, 2018
Procurement_RFIs.pdf	PDF	Nov 20, 2018
FA4877-18-B-0005_NDI_Lab_Solicitation_2.pdf	PDF	Nov 20, 2018
NDI_lab_Site_Visit_Sign-in_Sheet.pdf	PDF	Nov 20, 2018
FA4877-18-B-0005_NDI_Lab_Solicitation.pdf	PDF	Oct 30, 2018
2_-_Project_Drawings_-_Pt3.pdf	PDF	Oct 26, 2018
FA4877-19-B-0001_-_NDI_Lab_solicitation.pdf	PDF	Oct 26, 2018
7_-_Contract_Security_Requirements.pdf	PDF	Oct 26, 2018
6_-_Wage_Determination_(AZ33)_21_Sept_18.pdf	PDF	Oct 26, 2018
2_-_Project_Drawings_-_Pt1.pdf	PDF	Oct 26, 2018
8_-_Contractor_Environmental_Guide.pdf	PDF	Oct 26, 2018
2_-_Project_Drawings_-_Pt2.pdf	PDF	Oct 26, 2018
3_-_AF_Form_66.pdf	PDF	Oct 26, 2018
4_-_AF_Form_3052_(Blank).xlsx	XLSX spreadsheet	Oct 26, 2018
5_-_DMAFB_Design_Compatibility_Guidelines_2017.pdf	PDF	Oct 26, 2018
1_-_Specifications_(Statement_of_Work).pdf	PDF	Oct 26, 2018

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RPR NDI LAB, FAC 5406

FBNV 130007

DAVIS-MONTHAN

AIR FORCE BASE, ARIZONA

HAUL

ENGINEERS

CIVIL

DEPARTMENT

FIRE

CRAYCROFTSWAN GATE

CONTRACTING

OFFICE

SITE

PROJECT

ROUTE GATE

G-001

AutoCAD SHX Text EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS OF ALL EXISTING FACILITIES AND UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL CONTACT ARIZONA BLUESTAKE (1-800-782-5348) ALLOWING TW0 (2) WORKING DAYS ADVANCE NOTICE IN ORDER THAT UNDERGROUND TELEPHONE CABLES CAN BE LOCATED AND MARKED PRIOR TO CONSTRUCTION SO AS NOT TO IMPEDE CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL CONTACT THE BASE ENGINEER (520-228-8999) ALLOWING TEN (10) WORKING DAYS ADVANCE NOTICE FOR ALL OTHER UNDERGROUND UTILITY LOCATIONS. THE CONTRACTOR WILL APPLY WATER TO CONTROL DUST AS NECESSARY FOR THE SAFETY AND CONVIENCE OF AIRFIELD OPERATIONS.

AutoCAD SHX Text THE PRIMARY HAUL ROUTE FOR THIS PROJECT IS THROUGH THE SWAN GATE AND WEST ON SUNGLOW ROAD AS SHOWN. THIS GATE IS NORMALLY OPEN FROM 0600 TO 1800 DAILY, MONDAY THRU FRIDAY. IT IS NOT OPEN AT NIGHT OR ON WEEKENDS, NOT OPEN AT NIGHT OR ON WEEKENDS, OPEN AT NIGHT OR ON WEEKENDS, HOLIDAYS, OR MILITARY "DOWN DAYS". IF THE CONTRACTOR IS PERMITTED TO WORK ON DAYS THAT THE SWAN GATE IS CLOSED, HE WILL BE REQUIRED TO USE THE CRAYCROFT GATE. VISITOR CONTROL CENTER HOURS OF OPERATION: 0700-1600 HRS

AutoCAD SHX Text N

AutoCAD SHX Text Flagstaff

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TUCSON

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PHOENIX

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NOT TO SCALE

AutoCAD SHX Text %%uSTATE MAP%%u

AutoCAD SHX Text N

AutoCAD SHX Text %%uVICINITY MAP%%u

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NOT TO SCALE

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DMAFB

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VALENCIA

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ALVERNON

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ALVERNON

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SWAN

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CRAYCROFT

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WILMOT

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KOLB

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GOLF LINKS

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TUCSON, ARIZONA

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SWAN GATE

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ENTRANCE

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AutoCAD SHX Text I-10

AutoCAD SHX Text I-19

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SCALE: 1"=800'

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CASA GRANDE

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MESA STREET

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PHOENIX STREET

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YUMA STREET

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PICACHO STREET

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ALAMO AVENUE

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ORD STREET

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WASHINGTON AVENUE

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CASS AVENUE

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ALBRO BLVD

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AMERICAN AVENUE

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MITCHELL AVENUE

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DAVENPORT

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SKYLINE

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DRIVE

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CHAPTER

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HYDER DRIVE

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ALBRO BLVD

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NATIONAL BLVD

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QUIJOTA BLVD

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MARDON DRIVE

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PHANTOM DRIVE

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DRIVE

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TRACKER

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DRIVE

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NEPTUNE

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CIRCLE

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RAMSGATE ROAD

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CASA GRANDE

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GLCM AVENUE

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GOLF LINKS ROAD

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SUNGLOW ROAD

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JEDDITO STREET

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STREET

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IRONWOOD

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HOHOKAM STREET

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GRANITE STREET

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STREET

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FLORA

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EL DORADO STREET

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FIRST

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TEMPE ST

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STREET

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WINSLOW ST

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FLAGSTAFF ST

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DOUGLAS ST

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PHOENIX

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STREET

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YUMA

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NUGGAT STREET

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STREET

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MADERA

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STREET

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KACHINA

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EIGHTH STREET

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SEVENTH

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SIXTH

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FIFTH

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STREET

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STREET

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STREET

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SIXTH

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CRAYCROFT ROAD

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CRAYCROFT

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COMMUNITY CENTER ROAD

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STREET

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SEVENTH

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STREET

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AVENUE

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FOURTH

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STREET

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FOURTH

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STREET

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THIRD

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STREET

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SECOND

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STREET

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DURANGO

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STREET

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COMANCHE

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STREET

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BOLA

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STREET

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ARIZOLA

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TENTH STREET

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QUIJOTA BLVD

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ORD STREET

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ELEVENTH STREET

AutoCAD SHX Text

TENTH STREET

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KACHINA STREET

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LIBRE STREET

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JEDDITO STREET

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HINDEN BLVD

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ELEVENTH STREET

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FIFTH

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STREET

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SUNGLOW ROAD

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GOLF LINKS ROAD

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ZAPPER AVE.

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FALCON ST.

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JAMMER WAY

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HERKY BLVD.

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YUMA STREET

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KACHINA ST

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FIRST STREET

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CONSTRUCTION NOTES:

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HAUL ROUTE NOTE:

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APPROVED

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DESCRIPTION

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DATE

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REVISION

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DATE

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DATE

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DATE

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DATE

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DATE

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DATE

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DATE

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DATE

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DATE

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DATE

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FIRE DEPARTMENT

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SAFETY OFFICE

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ENVIRONMENTAL QUALITY

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SECURITY

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COMMUNICATIONS

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CE OPERATIONS

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CONTRACT MANAGEMENT

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AIRFIELD MANAGEMENT

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DAVIS-MONTHAN AFB, ARIZONA

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DATE

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SHEET

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AS SHOWN

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CIVIL ENGINEER OFFICE

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APPROVED USING AGENCY

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APPROVED CECN

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APPROVED CEC

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APPROVED CE

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CHECKED PROJ. ENGR.

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DRAWN BY

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PROJECT NO.

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DRAWING NO.

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DATE

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DATE

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DATE

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DATE

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SCALE:

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DATE

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AIR COMBAT COMMAND

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DEPARTMENT OF THE AIR FORCE

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11 AUG 17

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14 AUG 17

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FOR CONSTRUCTION

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RPR NDI LAB, FAC 5406

AutoCAD SHX Text

FBNV 130007

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TCL, EGW

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FBNV 130007

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AIRFIELD LIGHTING

AutoCAD SHX Text

AIRFIELD BARRIER MAINTENANCE

AutoCAD SHX Text

COVER SHEET

SHEET INDEX

REF DWG

NUMBER

SHEET

NUMBER

DRAWING TITLE

PLUMBING

P-001 34 PLUMBING NOTES AND LEGENDS

PD-101 35 PLUMBING DEMOLITION PLAN

P-101 36 PLUMBING FLOOR PLAN

P-102 37 SANITARY SEWER FLOOR PLAN

P-501 38 PLUMBING DETAILS

P-502 39 PLUMBING DETAILS

P-601 40 PLUMBING SCHEDULES

P-901 41 PLUMBING RISER DIAGRAMS

P-902 42 PLUMBING RISER DIAGRAMS

FIRE PROTECTION

FP-001 43 FIRE PROTECTION AND LIFE SAFETY NOTES

FP-101 44 LIFE SAFETY PLAN

FP-102 45 FIRE PROTECTION PLAN

FP-103 46 FIRE ALARM PLAN

ELECTRICAL

E-001 47 ELECTRICAL NOTES AND LEGEND

ED-101 48 ELECTRICAL LIGHTING DEMOLITION PLAN

ED-102 49 ELECTRICAL POWER DEMOLITION PLAN

ED-601 50 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

E-101 51 ELECTRICAL LIGHTING PLAN

E-102 52 ELECTRICAL POWER PLAN

E-103 53 EQUIPMENT POWER PLAN FOR MECHANICAL EQUIPMENT

E-191 54 LIGHTNING PROTECTION PLAN

E-501 55 ELECTRICAL DETAILS

E-502 56 ELECTRICAL DETAILS

E-503 57 ELECTRICAL DETAILS

E-504 58 ELECTRICAL DETAILS

E-601 59 ELECTRICAL ONE-LINE DIAGRAM

E-602 60 ELECTRICAL PANEL SCHEDULES

TELECOMMUNICATIONS

T-001 61 TELECOMMUNICATIONS NOTES AND LEGEND

TD-101 62 TELECOMMUNICATIONS DEMOLITION PLAN

T-101 63 TELECOMMUNICATIONS PLAN

T-501 64 TELECOMMUNICATIONS DETAILS

T-502 65 TELECOMMUNICATIONS DETAILS

T-503 66 TELECOMMUNICATIONS DETAILS

G-002

SHEET INDEX

REF DWG

NUMBER

SHEET

NUMBER

DRAWING TITLE

GENERAL

G-001 1 COVER SHEET

G-002 2 SHEET INDEX

CIVIL

CD-101 3 SITE DEMOLITION PLAN

C-102 4 SITE + UTILITY IMPROVEMENT PLAN

C-501 5 DETAIL 1

C-502 6 DETAIL 2

C-503 7 DETAIL 3

C-504 8 DETAIL 4

ARCHITECTURAL

A-001 9

ABBREVIATIONS, GENERAL NOTES, SYMBOLS

AD-101 10 FLOOR PLAN - DEMOLITION

A-101 11 FLOOR PLAN

A-103 12 REFLECTED CEILING PLAN

A-201 13 EXTERIOR ELEVATIONS

A-401 14 INTERIOR FLOOR PLANS

A-402 15 INTERIOR ELEVATIONS

A-501 16 EXTERIOR DETAILS

A-502 17 INTERIOR DETAILS

A-503 18 INTERIOR DETAILS

A-601 19 DOOR SCHEDULE

A-602 20 FINISH SCHEDULE AND LEGEND

A-603 21 SIGNAGE SCHEDULE

MECHANICAL

M-001 22 MECHANICAL LEGEND AND NOTES

MD-101 23 MECHANICAL HVAC DEMOLITION PLAN

M-101 24 MECHANICAL HVAC FLOOR PLAN

M-501 25 MECHANICAL DETAILS

M-502 26 MECHANICAL DETAILS

M-503 27 MECHANICAL DETAILS

M-601 28 MECHANICAL SCHEDULES

M-602 29 MECHANICAL SCHEDULES

M-901 30 MECHANICAL CONTROLS

M-902 31 MECHANICAL CONTROLS

M-903 32 MECHANICAL CONTROLS

M-904 33 MECHANICAL CONTROLS

\\tt.local\IER\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\G-002 - DRAWING INDEX.dwg

AutoCAD SHX Text

DAVIS-MONTHAN AFB, ARIZONA

AutoCAD SHX Text

DATE

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SHEET

AutoCAD SHX Text

AS SHOWN

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CIVIL ENGINEER OFFICE

AutoCAD SHX Text

APPROVED USING AGENCY

AutoCAD SHX Text

APPROVED CECN

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APPROVED CEC

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APPROVED CE

AutoCAD SHX Text

CHECKED PROJ. ENGR.

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DRAWN BY

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PROJECT NO.

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DRAWING NO.

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DATE

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DATE

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DATE

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DATE

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SCALE:

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DATE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

TCL, EGW

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DRAWING INDEX

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DATE

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DATE

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DATE

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DATE

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DATE

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FIRE DEPARTMENT

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SAFETY OFFICE

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ENVIRONMENTAL QUALITY

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SECURITY

AutoCAD SHX Text

COMMUNICATIONS

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CE OPERATIONS

AutoCAD SHX Text

CONTRACT MANAGEMENT

AutoCAD SHX Text

AIRFIELD MANAGEMENT

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DAVIS-MONTHAN AFB, ARIZONA

AutoCAD SHX Text

DATE

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SHEET

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CIVIL ENGINEER OFFICE

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APPROVED USING AGENCY

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APPROVED CECN

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APPROVED CEC

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APPROVED CE

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CHECKED PROJ. ENGR.

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DRAWN BY

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PROJECT NO.

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DRAWING NO.

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DATE

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DATE

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DATE

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DATE

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SCALE:

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DATE

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AIR COMBAT COMMAND

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DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

11 AUG 17

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14 AUG 17

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FOR CONSTRUCTION

AutoCAD SHX Text

RPR NDI LAB, FAC 5406

AutoCAD SHX Text

FBNV 130007

AutoCAD SHX Text

FBNV130007

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DATE

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DATE

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DATE

AutoCAD SHX Text

DATE

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DATE

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AIRFIELD LIGHTING

AIRFIELD BARRIER MAINTENANCE

E x

ICV

U T

(2634)

(2635)

(2 635)

(2635)

FOUND MONUMENT

DRY 4

EL = 2615.78'

N: 11678436.20

E:1673959.24

FOUND MONUMENT

DORM 2

EL = 2639.07

N: 11681394.49

E:1678981.79

(4.2%)

(0.2%)

(1.0%)

(1.9%)

(0.8%)

(0.5%)

(0.6%)

NOTE 2

134.72'

3.00'

(2.0%)

NDI LAB PARKING LOT

BASIS OF BEARING N59°30'07"E 5829.02'

BEGIN

END

6" CAST IRON PIPE TYP.

PER RECORD DRAWINGS

" PIPE PER RECORD

DRAWINGS

BLDG 5406

TYP.

BEGIN

END

BEGIN

END

1.5" (E) DOMESTIC

WATER LINE TO

BE REPLACED

PER C-102

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\CD-101 - CIVIL DEMOLITION.dwg

SCALE:

5' 10' 20'

1" = 10'

REMOVE EXISTING CONCRETE AND BASE

EXISTING BUILDING TO REMAIN

CONSTRUCTION NOTES:

EXISTING-PROTECT IN PLACE

REMOVE

1. CONCRETE SIDEWALK

2. BRICK WALL

3. TREE

4. AC PAVEMENT

5. CONCRETE PAD

6. POWER POLE

8. CATCH BASIN

9. GAS LINE

10. POWER EQUIPMENT

11. CONCRETE CURB

12. SEWER LINE

13. SANITARY SEWER CLEANOUT

14. SANITARY SEWER MANHOLE

15. GUY WIRE

16. OVERHEAD UTILITY

17. CONCRETE PAVEMENT

18. BUILDING

20. CHILLER

21. FIRE HYDRANT

22. WATER VALVE

23. WATERLINE

24. PAVEMENT MARKINGS

25. SAWCUT (NEAREST JOINT)

RELOCATE

NOTES

1. EXISTING LANDSCAPING TO BE PROTECTED IN PLACE OR

RESTORED IN KIND.

2. CONTRACTOR TO USE EXISTING TAP AND VERIFY VALVE

IS IN PROPER WORKING ORDER.

REMOVE EXISTING AC AND BASE

CD-101

UTILITY METER (AS SHOWN)

UTILITY RISER (AS SHOWN)

UTILITY MANHOLE (AS SHOWN)

UTILITY VALVE (AS SHOWN)

LIGHT POLE

FIRE HYDRANT

POST

TRAFFIC SIGN

SPIGOT

DECIDUOUS TREE

CLEANOUT

FLAG (AS SHOWN)

UTILITY POLE (AS SHOWN)

GUY ANCHOR

(E) ELECTRICAL

(E) SEWER LINE

(E) WATER LINE

DRAINAGE ARROW

(E) GAS LINE

BACKFLOW PREVENTER

(E) FENCE

x x x x

MONUMENT

(E)COMMUNICATIONS CABLE

LEGEND

SAWCUT

PROJECT LIMITS

24.1690'

FINISHED FLOOR

FINISHED SURFACE

TOP OF CURB

FLOW LINE

EXISTING(XX)

PROPOSEDXX

W V

F H

W V

E x

ICV

U T

(2634)

(2635)

(2 635)

T A

N D

O F

T A

N D

O F

BLDG. NO. 5406

FF = 2635.41

CONTRACTOR TO HYDROSCRUB EXISTING

SEWER LINE FROM PROPOSED CLEANOUT

TO EXISTING SEWER MANHOLE

R30.00'

STANDOFF

6" C900 CLASS 150 PVC

PIPE (FIRE SUPPLY)

2" C901 PE PIPE

(DOMESTIC SUPPLY)

SEE PLUMBING

PLANS FOR

CONTINUATION

SEE PLUMBING PLANS

FOR CONTINUATION OF

PIPE AND PIPE BACK

FLOW PREVENTOR

CONTRACTOR TO

VERIFY LOCATION OF

GAS LINE PRIOR TO

CONSTRUCTION

POC

MATCH EXISTING

PVAEMENT

CONTRACTOR TO CONFIRM WATER

VALVE IS IN GOOD WORKING

ORDER. VALVE TO BE REMOVED

AND REPLACED IF IN POOR

CONDITION.

11.55'

23.00'

6.00'

MATCH EXISTING

PAVEMENT

MATCH EXISTING

PVAEMENT

8.46'

NDI LAB PARKING LOT

135°

JOIN EXISTING

1.34'

4.00'

FS: 2635.41

FS: 2634.52

TC: 2634.83

TC: 2634.80

FL: 2634.33

FL: 2634.30

TC: 2634.80

FL: 2634.30

TC: 2634.72

FL: 2634.22

FS: 2634.39

FS: 2634.411

0.2%

FS: 2634.34

FS: 2634.29

FS: 2634.24

MATCH

EXISTING

MATCH

EXISTING

1.2%

FS: 2635.10

FS: 2635.15

FS: 2634.65

FS: 2634.15

FS: 2633.65

TC: 2633.03

TC: 2633.22

FL: 2632.53FL: 2632.72

FS: 2632.71

FS: 2632.59

FS: 2632.40

FS: 2632.53

TC: (2634.65)

TC: 2634.67

TC: 2635.29

TC: (2635.36)

TC: 2634.34

TC: 2634.57

FL: (2634.15)

FL: 2634.17

FL: 2634.79

FL: 2633.74

FL: 2634.07

12 12

FS: (2634.79)

FS: (2634.09)

FS: (2632.47)

FS: (2633.73)

FS: (2633.89)

JOIN EXISTING

NOTE 1

TC: (2634.67)

FL: (2634.21)

TC: (2632.45)

FL: (2632.13)

FS: 2635.32

NOTE 1

FL: (2634.86)

FL: (2631.78)

10.65'

6.00'

6" C900 CLASS 150 PVC

PIPE (FIRE SUPPLY)

CONSTRUCT TO DRAIN

AWAY FROM CURB AT

0.5% MIN, 2.0% MAX

CONSTRUCT TO DRAIN AWAY FROM

CURB AT 0.5% MIN, 2.0% MAX

BLEND WITH EXISTING

LANDSCAPING

BLEND WITH EXISTING

LANDSCAPING

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-102 - SITE.dwg

SCALE:

5' 10' 20'

1" = 10'

CONSTRUCTION NOTES

2 TWO WAY CLEANOUT PER DETAIL 3 SHEET C-501

4 CONCRETE WALKWAY PER DETAILS 4 AND 5 SHEET C-501

5 SINGLE CURB PER DETAIL 1 SHEET C-501

3 WATER/FIRE SUPPRESSION TRENCH PER DETAIL 6 SHEET C-501

1 REDUCED PRESSURE BACKFLOW PREVENTOR DETAIL 2 SHEET C-502

7 PAVEMENT MARKING WITH 6" STRIPE, WHITE, SPACED 3.75' AT 45

DEGREES, PER MUTCD.

8 UTILITY PATCH PER DETAIL 6 SHEET C-501

9 THRUST BLOCK PER DETAIL 1 SHEET C-502

10 HOT TAP PER DETAIL 5 SHEET C-502

WHITE NO PARKING MARKING

CONCRETE WALKWAY PER DETAIL 5 SHEET C-503

LEGEND

6 FIRE HYDRANT PER DETAIL 4 SHEET C-503

C-102

12 PIPE GATE PER DETAIL 1 SHEET C-504

13 DRIVEWAY ENTRANCE PER DETAIL 2 SHEET C-503

14 WALKWAY ENTRANCE PER DETAIL 1 SHEET C-503

15 PARKING PER DETAIL 3 SHEET C-503

AC PAVEMENT PER DETAIL 6 SHEET C-503

DECORATIVE ROCK COVER

16 DECORATIVE ROCK COVER

17 VALVE BOX AND COLLAR INSTALLATION PER DETAIL 3 SHEET C-502

18 CURB AND GUTTER PER DETAIL 1 SHEET C-501

NOTES:

1. MAINTAIN DRAINAGE AWAY FROM CURB TO

PREVENT PONDING. MINIMUM SLOPE IS 1.5%

MAXIMUM SLOPE IS 5%.

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-501 - Detail 1.dwg

UTILITY PATCH

NTS

CONCRETE CURB

NTS

TWO WAY CLEANOUT3

NTS

CONCRETE WALKWAY

NTS

W A

T E

I N

O V

E R

F I R

A T

I N

O V

E R

I N

6" CLEAR

BOTH SIDES OF PIPE

I N

INSTALL LOCATION WIRE AT TOP OF PIPE FOR

ALL PVC LINES

(PER SPECIFICATIONS)

PIPE PER PLAN

BACKFILL

(PER SPECIFICATIONS)

SAW CUT EXISTING PCC

FINISH SURFACE

INSTALL UTILITY

MARKING TAPE

SPRINGLINE

#5 GRADE 40 CORROSION

RESISTANT TIEBAR OR DEFORMED.

BAR 18" LONG AT 24" O.C.

12" MIN PCC

12" 12"

BEDDING MATERIAL

PER SPECIFICATIONS

WATER/FIRE SUPPRESSION TRENCH6

NTS

UNDER LANDSCAPE UNDER PCC PAVEMENT

C-501

CONCRETE WALKWAY SECTION5

NTS

CONCRETE SIDEWALK PER

DETAIL 4 THIS SHEET

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-502 - Detail 2.dwg

VALVE BOX INSTALLATION3

NTS

REDUCED PRESSURE BACKFLOW PREVENTOR

NTS

THRUST BLOCKS

NTS

TYPE A

HOT TAPPING PIPES

VARYING IN DIAMETER

EXISTING 6" WATER MAIN

HOT TAPPING SLEEVE

CONCRETE THRUST

BLOCK PER DETAIL 2,

THIS SHEET

GRANULAR BEDDING

EXISTING 6" WATER MAIN

PROPOSED WATER

LINE

TYPE B

CONNECTING PIPES WITH

THE SAME DIAMETER

EXISTING 6" WATER MAIN

TEE

PROPOSED WATER

LINE

TRANSITION COUPLING

EXISTING 6" WATER MAIN

CONCRETE THRUST

BLOCK PER DETAIL 2,

THIS SHEET

GRANULAR BEDDING

WATER LINE

CONNECTION TO EXISTING MAIN5

NTS

C-502

INSTALL

INSULATED

VALVE JACK

E X

I S

T I N

E M

E N

E M

E N

P E

E T

A I L

S H

E E

ASPHALT CONCRETE

AGGREGATE BASE

SAWCUT

NEW AC PAVEMENT TO

EXISTING AC PAVEMENT3

NTS

SAW CUT 2 FEET

MIN. BACK FROM

PAVEMENT JOIN

TACK COAT

EXISTING

AGGREGATE BASE

NEW PAVEMENT

SECTION

12" MINIMUM

RECOMPACTED

SUBGRADE

RECOMPACT EXISTING

AGGREGATE BASE IN

KIND

EXISTING ASPHALT

EXISTING

SUBGRADE

METER TO BE

PLACED INSIDE OF

BUILDING PER

PLUMBING PLANS

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-503 - Detail 3.dwg

DRIVEWAY ENTRANCE

NTS

WALKWAY ENTRANCE

NTS

FIRE HYDRANT

CONRETE PAVEMENT/DRIVEWAY5

C-503

STANDARD PARKING DETAIL3

NTS

9. USE CLOW VALVE COMPANY MODEL 2545

10. FIRE HYDRANTS NOT IN SERVICE SHALL BE TAGGED

BY THE CONTRACTOR WITH "OUT OF SERVICE" RINGS OR

PLACE A BLACK BAG OVER THE HYDRANT UNTIL

ACCEPTED BY THE GOVERNMENT.

11. HYDRANTS SHOULD BE FLOW TESTED AND BONNETS

PAINTED PER NFPA 25. THE BARREL SHOULD ALSO BE

PAINTED.

BARREL - BROWN (FS COLOR 30045)

1500 GPM AND GREATER - BLUE (FS COLOR 15200)

1000 GPM TO 1499 GPM- GREEN (FS COLOR 14090)

500 GPM TO 999 GPM - ORANGE (FS COLOR 12246)

BELOW 500 GPM - RED (FS COLOR 11086)

12. INSTALL CONCRETE VALVE COLLAR PER DETAIL 3

SHEET C-502

CLASS II AGGREGATE

BASE (95% COMPACTION)

NOTE:

1. PROVIDE EXPANSION JOINTS AT INTERFACE WITH BUILDINGS, SEWER

AND WATER STRUCTURES, DRAINAGE INLETS, CURB OR GUTTER AND

WITH EXISTING PAVEMENT.

OVEREXCAVATION

(95% COMPACTTION)

3" CLEAR

ASPHALT PAVEMENT6

NTS

CLASS II AGGREGATE

BASE (95% COMPACTION)

OVEREXCAVATION

(95% COMPACTTION)

NOTE:

1. PAVEMENT SECTION IS BASED ON RECORD DRAWINGS. ACTUAL

STRUCTURAL SECTION TO MATCH EXISTING STRUCTURAL SECTION.

FIRE HYDRANT NOTES CONTINUED:

C900 CLASS 150 PVC

A X

NOTE 1: REFER TO DETAIL 5 THIS SHEET FOR ACTUAL STRUCTURAL SECTION.

PRIME COAT

PORTLAND CEMENT

CONCRETE

AC PAVEMENT

L E

O:\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\C-504 - Detail 4.dwg

C-504

PIPE GATE

NTS REFERENCE SHEETS C-102

2'-2"

M I N

11'-0"

SECTION A - GATE KEEPER SECTION

NOT TO SCALE

ENLARGEMENT B - GATE PIVOT PLAN SECTION

NOT TO SCALE

10" NOMINAL DIA. EXTRA STRONG STEEL PIPE

BOLLARD, CONCRETE FILLED.

" FLATBAR WELDED TO CHAIN. WELD

CHAIN TO BOLLARD.

10" DIA. STEEL PIPES WELDED TOGETHER

AND TO 12" STEEL PIPE. CAP AT OPEN END.

ONE-THIRD OF 8" PIPE, 6" LONG. WELD TO

BOLLARD AT HEIGHT WHICH SUPPORTS

UPPER 8" PIPE IN A LEVEL POSITION.

NOTE: PROVIDE A 2" SPACE IN THE TOP 2" STEEL RING @ 120° FROM THE CLOSED POSITION.

WELD A CORRESPONDING 2" STEEL PLATE INSIDE THE 10" STEEL PIPE AT 120° FROM THE

CLOSED POSITION &1/4" BELOW THE TOP RING.

10" NOMINAL DIA. EXTRA

STRONG STEEL PIPE

BOLLARD, CONCRETE

FILLED.

GREASE FITTINGS (CONTRACTOR

SHALL GREASE THE TWO PIECES OF

STEEL)

10" NOMINAL DIA. EXTRA STRONG STEEL PIPE

BOLLARD, CONCRETE FILLED.

REFER TO SECTION D FOR CONC.

REINFORCEMENT.

"ROAD CLOSED" SIGN PER

MUTCD R11-2 INSTALLATION

GUIDELINES

10" NOMINAL DIA. EXTRA

STRONG STEEL PIPE BOLLARD,

CONCRETE FILLED.

REFER TO SECTION D FOR

CONC. REINFORCEMENT.

8" DIA. STEEL PIPES WELDED

TOGETHER AND TO 10" STEEL

PIPE. CAP AT OPEN END.

SECTION D - CIRCULAR CONCRETE

3" CLEAR,

TYP.

#4 TIES @ 12" O.C.

EDGE OF FOOTING

10" POST

3 (1/8")

REINFORCEMENT

NOT TO SCALE

3/4" STL. PLATE CAP

WELD TO STL. PIPE.

ZERK FITTING

SECTION C - GATE PIVOT SECTION

NOT TO SCALE

8" DIA. STEEL PIPES WELDED TOGETHER

AND TO 12" STEEL PIPE. CAP AT OPEN

END.

10" NOMINAL DIA. EXTRA

STRONG STEEL PIPE

BOLLARD, CONCRETE

FILLED.

12" NOMINAL DIA. EXTRA

STRONG STEEL PIPE

SLEEVE.

3/4" STL. PLATE FLANGE

WELD TO STL. PIPE.

ALIGN HOLES IN TOP AND BOTTOM

FLANGES

6 PLACES

EQ. SPACES

6 PLACES

EQ. SPACES

10" NOMINAL DIA.

EXTRA STRONG STEEL

PIPE BOLLARD,

CONCRETE FILLED.

3/4" STL. PLATE

FLANGE WELD TO

STL. PIPE.

3/4" STL. PLATE

FLANGE WELD TO

STEEL BOLLARD.

3/8" DIA. HOLES (TYP.) FOR

MOUNTING "ROAD CLOSED"

SIGN

MIN.

PAD LOCK

STD. AUTOMOTIVE 13" WHEEL HUB. BOLT TO

BOLLARD. ALIGN CENTERLINES OF HUB, 10"

PIPES TO ENSURE FREE ROTATION.

3/4" STL. PLATE CAP

WELD TO STL. PIPE.

10" NOMINAL DIA.

EXTRA STRONG

STEEL PIPE SLEEVE.

51 (2")

TYP. EA.

JOINT

51 (2")

TYP. EA.

JOINT

NOTE:

PROVIDE ADDITIONAL GATE KEEPER POST WITH ONE-THIRD

PIPE CRADLE, CHAIN AND PIN TO SUPPORT GATE IN OPEN

POSITION PER SECTION A.

11'-0"

CLEVIS AND PIN LOCK

OBJECT MARKER PER MUTCD OM-3L WITH RED AND

WHITE STRIPING

OBJECT MARKER PER MUTCD OM-3R WITH

RED AND WHITE STRIPING

3/8" DIA. HOLES (TYP.) FOR

MOUNTING OBJECT MARKER

GATE PIVOT

NOT TO SCALE

GATE KEEPER FOUNDATION PER GATE

PIVOT DETAIL AND SECTION D THIS SHEET

51 (2")

TYP. EA.

JOINT

51 (2")

TYP. EA.

JOINT

3/8" DIA. HOLES (TYP.) FOR

MOUNTING "ROAD CLOSED"

SIGN

GRID / COLUMN LINE

DESIGNATOR

DOOR TAG

INTERIOR ELEVATION MARK

WALL TAG

SECTION OR DETAIL MARK

EXTERIOR ELEVATION MARK

REVISION TAG

DETAIL CALLOUT MARK

SHEET NUMBER WHERE INTERIOR

ELEVATION IS DRAWN

EQUIPMENT TAG

CASEWORK TAG

CEILING TYPE

SHEET NUMBER WHERE EXTERIOR

ELEVATION IS DRAWN

SHEET NUMBER WHERE

SECTION OR DETAIL IS DRAWN

SHEET NUMBER WHERE

DETAIL IS DRAWN

KEYNOTE

REVISION CLOUD

ROOM TAG

X-XXX

CEILING HEIGHT (A.F.F.)

TOILET ACCESSORY TAG

ROOM NAME

WINDOW TAG

NORTH ARROW

101A

C01

EQ-01

TA01

0'-0"

X-XXX

A-001

ABBREVIATIONS

DRAWING SYMBOLS

(A) AS DESCRIBED

A LABEL A LABEL CLASS DOOR

A/C AIR CONDITIONING

UNIT

AB ANCHOR BOLT

ABDN ABANDON

ACC ACCESSIBLE

ACI AMERICAN CONCRETE

INSTITUTE

ACOUST ACOUSTIC(AL)

ACP ACOUSTICAL CEILING

PANEL

ACS AUTOMATIC CONTROL

SYSTEM

ACT ACOUSTICAL CEILING

TILE

ACU AIR CONDITIONING

UNIT

ADA AMERICANS WITH

DISABILITIES ACT

ADD ADDITIONAL ADMIN

ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION

BARRIER

AISC AMERICAN INSTITUTE

OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

ANT ANTENNA

APPROX APPROXIMATE(LY)

APVD APPROVED

AR AS REQUIRED

ARCH ARCHITECT(URAL)

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATFP ANTI-TERRORISM /

FORCE PROTECTION

AVG AVERAGE

AW ARCHITECTURAL

WOODWORK

AWT ACOUSTICAL WALL

TREATMENT

B LABEL B LABEL CLASS DOOR

BALC BALCONY

BB BASEBOARD

BD BOARD

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BL BASELINE

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BM BEAM

BM BENCH MARK

BN BULLNOSE

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOF

C CENTER POINT

C CONC CAST CONCRETE

C LABEL C LABEL CLASS DOOR

C-C CENTER TO CENTER

CAB CABLE

CATW CATWALK

CAV CAVITY

CB CATCH BASIN

CB CEMENTITIOUS

(BACKER) BOARD

CBB CEMENTITIOUS

BACKER BOARD

CD CONSTRUCTION

DOCUMENT(S)

CDW CHILLED DRINKING

WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR

FURNISHED

CF/CI CONTRACTOR

FURNISHED/

CONTRACTOR

INSTALLED

CFE CONTRACTOR

FURNISHED

EQUIPMENT

CFLG COUNTER FLASHING

CFM CUBIC FEET PER

MINUTE

CFMF COLD FORM METAL

FRAMING

CFS CUBIC FEET PER

SECOND

CFT CERAMIC FLOOR TILE

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR CLEAR

CLRM CLASSROOM

CM CONCRETE

MONUMENT

CMP CORRUGATED METAL

PIPE

CMU CONCRETE MASONRY

UNIT

CNDS CONDENSATE

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPP CORRUGATED

PLASTIC PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE - BASE

CTF CERAMIC TILE - FLOOR

CTR CENTER

CTW CERAMIC TILE - WALL

CU FT CUBIC FEET

CW CASEMENT WINDOW

CWT CERAMIC WALL TILE

D DEPTH

D LABEL D LABEL CLASS DOOR

DBL DOUBLE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DK DECK

DN DOWN

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

E LABEL E LABEL CLASS DOOR

EA EACH

EB ELECTRICAL RISER

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATOR

ELEC ELECTRIC(AL)

ELEV ELEVATION

ENGR ENGINEER

ENTR ENTRY

EOA EDGE OF ASPHALT

EOC EDGE OF CONCRETE

EOG EDGE OF GUTTER

EM ELECTRICAL METER

EP EXPLOSION PROOF

EPS EXPANDED

POLYSTYRENE BOARD

EQ EQUAL

EQUIP EQUIPMENT

ET ELECTRICAL

TRANSFORMER

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXIST EXISTING

EXP EXPOSED

EXP AB EXPANSION ANCHOR

BOLT

EXPN EXPANSION

EXPT EXTERIOR PAINT

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F FOUND

FA FIRE ALARM

FAAP FIRE ALARM

ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPT

CONNECTION

FDTN FOUNDATION

FEC FIRE EXTINGUISHER

CABINET

FED FEDERAL

FF FINISH FLOOR

FF INSUL FOIL FACED

INSULAITON

FFE FINISH FLOOR

ELEVATION

FG FINISH GRADE

FGL FIBERGLASS

FH FIRE HOSE

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH (ED)

FIXT FIXTURE

FL FLOOR

FLDG FOLDING

FLEX FLEXIBLE

FLMT FLUSH MOUNTED

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FO FIBER OPTIC

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STEEL

FR FIRE RESISTANT

FRG FIBER REINFORCED

GYPSUM

FRMG FRAMING

FRP FIBERGLASS

REINFORCED PLASTIC

FRT FIRE RETARDANT

TREATED

FT FOOT

FTG FOOTING

FUR FURRING

FWC FABRIC

WALLCOVERING

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT

FURNISHED /

CONTRACTOR

INSTALLED

GFCMU GROUND FACE

CONCRETE MASONRY

UNIT

GL GRID LINE

GLZ GLAZING

GM GAS METER

GR FL GROUND FLOOR

GRTG GRATING

GS GRATING SUPPORT

GV GRAVEL

GV GAS VALVE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HORN

HB HOSE BIB

HC HOLLOW CORE

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR

FILTER

HGT HEIGHT

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HSS HOLLOW STRUCTURAL

SECTION

HVAC HEATING VENTILATION

AND AIR

CONDITIONING

HW, HARDWARE

HDWR

HYD HYDRAULIC

IBC INTERNATIONAL

BUILDING CODE

ICF INSULATED

CONCRETE FORM

IF INSIDE FACE

IG INSULATING GLASS

IJ ISOLATION JOINT

ILO IN LIEU OF

IN INCH

INCAND INCANDESCENT

INSUL INSULATION

INV INVERT

IP IRON PIPE

IR IRON ROD

IRP INSULATED ROOF

PANEL

IRRV IRRIGATION VALVE

ITG INSULATED

TEMPERED GLASS

IWP INSULATED WALL

PANEL

J JUNCTION BOX

JAN JANITOR

JBL JURISDICTIONAL

BOUNDARY LINE

JST JOIST

JT JOINT

KIT KITCHEN

KPD KEYPAD

KPL KICKPLATE

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUNDS

LDG LANDING

LF LINEAR FOOT (FEET)

LG LONG

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LLH LONG LEG

HORIZONTAL

LLV LONG LEG VERTICAL

LNT LINTEL LOC LOCATION

LOC LOCATION

LOCS LOCATIONS

LP LIGHT POLE

LS LABORATORY SINK

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M METERS

(M) MEASURED

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL (ROOM)

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MH MAN HOLE

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MO MASONRY OPENING

MOD MODIFY

MRGWB MOISTURE RESISTANT

GYPSUM WALLBOARD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MW MONITORING WELL

MWP MEMBRANE

WATERPROOFING

N NORTH

NA NOT APPLICABLE

ND NAIL & DISK

ND NAPKIN DISPOSAL

NDS NAPKIN DISPENSER

NE NORTH EAST

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NL NAIL

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

OTO OUT TO OUT

OA OVERALL

OC ON CENTER

OCC OCCUPANCY

OD OUTSIDE DIAMETER

OE OVERHEAD UTILITY

LINES

OFCI OWNER FURNISHED

CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OFOI OWNER FURNISHED

OWNER INSTALLED

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPR OPERABLE

ORIG ORIGINAL

OSB ORIENTED STRAND

BOARD

OTS OPEN TO STRUCTURE

OWSJ OPEN WEB STEEL

JOIST

OZ OUNCE

P POST

(P) PER PLAT

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PLAT BOOK

PB PULL BOX

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PCF POUND PER CUBIC

FOOT

PCT PERCENT

PEMB PRE-ENGINEERED

METAL BUILDING

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PG PAGE

PH PHASE

PIL PILASTER

PK PK NAIL

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

POC POINT OF CONTACT

POLY POLYSTYRENE

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRKG PARKING

PS CONC PRESTRESSED

CONCRETE

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED,

PAINT

PTD PAPER TOWEL

DISPENSER

PTDR PAPER TOWEL

DISPENSER AND

RECEPTACLE

PTN PARTITION

PVDF POLYVINYLIDENE

FLUORIDE

PWR POWER

QT QUARRY TILE

QTY QUANTITY

R RISER

RB RUBBER BASE

RCP REFLECTED CEILING

PLAN

RCP REINFORCED CONC

PIPE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFR REFRIGERATOR

REM REMOVABLE

REP REPAIR

REQ REQUIRE

REQ'D REQUIRED

RESIL RESILIENT

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RR RESTROOM

RR RAILROAD

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S SET

S SOUTH

S2S SURFACE TWO SIDES

S4S SURFACE FOUR SIDES

SAPC SUSPENDED

ACOUSTICAL PANEL

CEILING

SATC SUSPENDED

ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SC SHOWER CURTAIN

SC SECTION CORNER

SCHED SCHEDULE

SCR SHOWER CURTAIN

ROD

SCW SOLID CORE WOOD

SCWD SOLID CORE WOOD

DOOR

SD SMOKE DETECTOR

SD STORM DRAIN

SE SOUTH EAST

SF SQUARE FOOT

SF SQUARE FEET

SFTWD SOFT WOOD

SGL SINGLE

SH SOAP HOLDER

SHR SHOWER

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SLR SEALER

SM SQUARE METER

SMHD SHELF METAL HEAVY

DUTY

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN

AND TAMPON

DISPENSER

SP EL SPOT ELEVATION

SPEC SPECIFICATIONS

SPF SPRAY APPLIED

POLYURETHANE FOAM

INSULATION

SPIG WATER SPIGOT

SQ SQUARE

SQ FT SQUARE FOOT (FEET)

SQ IN SQUARE INCH

SQ M SQUARE METER

SQ YD SQUARE YARD

SS STAINLESS STEEL

SS SANITARY SEWER

SSMR STANDING SEAM

METAL ROOF

ST STAIRS, STAIN

STC SOUND

TRANSMISSION CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGER

STRB/HRN STROBE / HORN

STRUCT STRUCTURE(AL)

SUB FL SUB FLOOR

SUSP SUSPENDED

SV SHEET VINYL

SV SANITARY SEWER

VALVE

SW SOUTHWEST

SYM SYMMETRICAL

T TREAD

T&G TONGUE AND GROOVE

T/S TUB / SHOWER

TB TOWEL BAR

TB TELEPHONE RISER

TC TERRA COTTA

TD TRAVEL DISTANCE

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THCKNESS

TK BD TACK BOARD

TLT TOILET

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TP TRANSVERSE POINT

TRANS TRANSOM

TRTD TREATED

TS TUBE STEEL

TSC TRAFFIC SIGNAL

CONTROL

TSP TRAFFIC SIGNAL POLE

TV CABLE TELEVISION

TYP TYPICAL

UE UNDERGROUND

UTILITY LINES

UNF UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UR URINAL

V VB VAPOR BARRIER

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VR VAPOR RETARDER

VTC VIDEO

TELECONFERENCE

VTR VENT THROUGH ROOF

W WATER

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WM WATER METER

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT

BARRIER

WRGWB WATER RESISTANT

GYPSUM WALLBOARD

WS WATER STOP

WTP WATER TREATMENT

PLANT

WV WATER VALVE

WWTP WASTE WATER

TREATMENT PLANT

XC X CUT

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.

REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS

SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.

2. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE

FOR CONSTRUCTION PURPOSES ONLY.

3. DIMENSIONS ON DRAWINGS ARE TAKEN FROM THE

LOCATIONS LISTED BELOW:

FACE OF CMU WALLS / FACE OF STUD

ROUGH OPENING OF DOORS

ROUGH OPENING OF WINDOWS

GRID LINES

MASONRY OPENINGS

4. DIMENSIONS ON INTERIOR ELEVATIONS ARE TAKEN FROM

THE LOCATIONS LISTED BELOW:

FINISHED GYPSUM WALLBOARD

FACE OF PLASTIC LAMINATE

FACE OF CABINETRY

CENTERLINE OF FIXTURES

5. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING

CODES, ORDINANCES AND REGULATORY AGENCIES.

6. NFPA 241, STANDARD FOR SAFEGUARDING

CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE

APPLIED TO THIS PROJECT.

7. BUILDING HEIGHTS AND ELEVATIONS ARE BASED UPON

PROJECT FINISH ELEVATION OF 0'-0" AT THE FIRST FLOOR.

REFERENCE CIVIL DRAWINGS FOR FIRST FLOOR

ELEVATIONS RELATIVE TO SEA LEVEL - 2,635.41'

8. CONFIRM QUANTITY AND TYPE OF FIRE EXTINGUISHERS

WITH THE CONTRACTING OFFICER FOR CONFIRMATION OF

FIRE EXTINGUISHER CABINET SIZE AND LAYOUT.

COORDINATE FINAL LOCATIONS WITH THE CONTRACTING

OFFICER PRIOR TO CONTRACTOR PROVIDED AND

INSTALLED FIRE EXTINGUISHER CABINETS.

9. REFER TO LIFE SAFETY DRAWINGS FOR FIRE-RATED

FLOOR, WALL, CEILING AND ROOF LOCATIONS. INSTALL

FIRESTOPPING AT PENETRATIONS IN RATED

CONSTRUCTION AND AT TOPS OF RATED WALLS.

10. CIVIL, MECHANICAL, PLUMBING, FIRE PROTECTION,

ELECTRICAL, AND COMMUNICATIONS INFORMATION ON

THE ARCHITECTURAL DRAWINGS IS PROVIDED FOR

CLARITY AND / OR LOCATION COORDINATION PURPOSES

ONLY, SEE RELEVANT DISCIPLINE DRAWINGS FOR

SPECIFIC INFORMATION.

11. DO NOT BEGIN WORK THAT MAY REQUIRE COORDINATION,

SUCH AS CEILING INSTALLATION, PRIOR TO FINAL

SUBMITTAL OF MECHANICAL AND ELECTRICAL

COORDINATION DRAWINGS TO CONTRACTING OFFICER

NOR PRIOR TO RESOLUTION AND APPROVAL OF

COORDINATION ISSUES.

12. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND

MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY

OF MATERIALS AND WORKMANSHIP, AS WELL AS

REQUIREMENTS IN THESE DRAWINGS AND

SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF

THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE

CONTRACTING OFFICER'S ATTENTION PRIOR TO

PROCEEDING WITH THE WORK.

13. PROTECT EXISTING, IN-PLACE AND NEW WORK

14. CONTRACTOR SHALL VERIFY DIMENSIONS AND EXISTING

CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IN WRITING OF ANY DISCREPANCIES, OMISSIONS

AND OR CONFLICTS BEFORE COMMENCEMENT OF WORK.

COMMENCEMENT OF WORK SHALL CONSTITUTE

ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.

15. PROVIDE UNDERSLAB TERMITE PROTECTION AS

REQUIRED BY GOVERNING BUILDING CODE

REQUIREMENTS.

16. PIPE DUCTS AND BUSS DUCTS THAT PENETRATE FLOOR

SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A

MANNER THAT WILL PRESERVE THE MOISTURE

RESISTANCE, FIRE RATING, AIR AND/OR VAPOR BARRIER,

AND STRUCTURAL INTEGRITY OF THE BUILDING.

17. VERIFY MOUNTING HEIGHTS OF ACCESSORIES,

EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., AND

PROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING

ANCHORAGE. PROVIDE FIRE-TREATED WOOD BLOCKING

OR METAL STRAPS BETWEEN FRAMING MEMBERS AS

REQUIRED TO SUPPORT WEIGHT AND USE OF ITEMS TO

BE SUPPORTED. WHERE MOUNTING HEIGHTS ARE NOT

INDICATED, MOUNT ITEMS IN ACCORDANCE WITH

RECOGNIZED INDUSTRY STANDARDS, COORDINATE

LOCATIONS WITH MANUFACTURER OR SUPPLIER AND

REFER MOUNTING HEIGHT QUESTIONS TO CONTRACTING

OFFICER FOR INTERPRETATION.

18. ALL CONCEALED WOOD FRAMING, AND PLYWOOD SHALL

BE FIRE RETARDANT TREATED (FRT) EXCEPT THAT

NON-FRT BLOCKING, NAILERS AND FURRING MAY BE USED

WHERE INSTALLED IN ACCORDANCE WITH IBC 718

(INCLUDING DIMENSIONAL WOOD BLOCKING, FIRE

BLOCKING, REQUIREMENTS, ETC.). WOOD BLOCKING

INSTALLED IN ACCORDANCE WITH IBC SECTION 603 FOR

HANDRAILS, MILLWORK, CABINETS, WINDOWS AND DOORS

IS NOT REQUIRED TO BE FRT. AT COPINGS AND ROOFING

TERMINATIONS ALL BLOCKING SHALL BE PRESSURE

TREATED (PT).

19. AT EXTERIOR MASONRY WALLS, CMU SHALL BE EXTENDED

TIGHT TO FLOOR AND / OR ROOF DECKS, INCLUDING

AROUND ALL PENETRATIONS SUCH AS BEAMS, JOIST

ENDS, AND ETC. FILLING VOIDS IN EXT. CMU BACK-UP

WITH INSULATION IN LIEU OF A SOLID MASONRY

ENCLOSURE SHALL NOT BE PERMITTED.

20. VERTICAL COURSING FOR NEW MASONRY WALL

CONSTRUCTION SHALL EQUAL EIGHT INCHES (8") FOR ONE

CONCRETE MASONRY UNIT PLUS ONE MORTAR JOINT AND

THREE BRICK COURSES PLUS THREE MORTAR JOINTS,

UNLESS NOTED OTHERWISE.

21. PROVIDE CONTROL JOINTS (C.J.) IN MASONRY WALL

CONSTRUCTION AS INDICATED. WHERE NOT SHOWN,

PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 40'-0"

AND MAXIMUM DISTANCE BETWEEN OUTSIDE CORNERS

AND JOINTS OF 10'-0." PROVIDE JOINTS BETWEEN

INTERIOR LOAD BEARING AND NON-LOAD BEARING

PARTITIONS, AT ALL ABRUPT CHANGES IN WALL HEIGHT,

AT CHANGES IN PARTITION THICKNESS AND AT PILASTER

LOCATIONS. VERIFY FINAL CONTROL JOINT LOCATIONS

WHETHER OR NOT INDICATED ON THE DRAWINGS WITH

CONTRACTING OFFICER PRIOR TO STARTING WORK.

22. PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL

CONSTRUCTION AS INDICATED. WHERE NOT SHOWN,

PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0."

VERIFY FINAL CONTROL JOINT LOCATIONS WHETHER OR

NOT INDICATED ON THE DRAWINGS WITH CONTRACTING

OFFICER PRIOR TO STARTING WORK.

23. INTERIOR PARTITION MOVEMENT CONTROL: (A). VERTICAL

CONTROL JOINTS FOR ANY WALL ARE TO OCCUR AT NOT

MORE THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION,

UNO. (B). THE TYPICAL MOVEMENT OF THE STRUCTURE

DUE TO DEFLECTION AT THE HEAD OF THE WALL

CONSTRUCTION RUNNING TO THE UNDERSIDE OF THE

STRUCTURE SHALL BE +/- 1/2".

24. INTERIOR STUD SPACING SHALL BE MINIMUM 16" ON

CENTER, UNLESS NOTED OTHERWISE.

25. PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS

WITH OPERABLE PLUMBING FIXTURES AND WITHIN 4'-0" OF

DRINKING FOUNTAINS OR WATER COOLERS.

26. PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS,

ETC. REQUIRED FOR A COMPLETE CABINETRY

INSTALLATION. PROVIDE CUTOUTS, ACCESS PANELS AND

REMOVABLE COMPONENTS AS REQUIRED BY NEW OR

EXISTING CONDITIONS SUCH AS ELECTRICAL OUTLETS,

JUNCTION BOXES, CLEANOUTS, ETC.

27. PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME

PERIMETERS AND SURROUNDING WALL CONSTRUCTION

UNLESS OTHERWISE INDICATED.

28. PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR

WINDOW AND STOREFRONT FRAME PERIMETERS AND

SURROUNDING CONSTRUCTION UNLESS OTHERWISE

INDICATED.

29. PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS

SUCH AS GYPSUM BOARD AND MASONRY, MASONRY AND

CONCRETE, COUNTERTOPS AND WALLS, ETC.

30. MANUFACTURERS ARE REFERENCED TO ESTABLISH

STYLE, SIZE, COLOR AND MATERIAL CHARACTERISTICS

AND ARE NOT INTENDED TO LIMIT SELECTIONS FROM

OTHER MANUFACTURERS. WHEN AN ALTERNATE

SELECTION IS SUBMITTED, SUBMITTALS SHALL HAVE

INCLUDED THE MATERIAL LISTED FOR COMPARISON.

31. FLASHING COLOR TO MATCH ADJACENT WALL COLOR

UNLESS NOTED OTHERWISE.

32. ALL DOORS IN STUD WALLS NOT LOCATED BY DIMENSION

ON PLANS OR DETAILS SHALL BE 4" (100mm) FROM

FRAMING TO ADJACENT PERPENDICULAR WALL TO EDGE

OF DOOR OPENING.

33. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY

SHALL BE PRESERVATIVE TREATED WOOD.

34. UNLESS NOTED OTHERWISE ALL GYPSUM WALLBOARD IS

TO RECEIVE ONE PRIMER COAT AND TWO COATS OF

PAINT AS PER SPECIFICATION 099000.

35. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK

AS PER PRODUCT MANUFACTURER'S STANDARDS.

36. ALL DISSIMILAR MATERIALS SHALL BE ISOLATED FROM

EACH OTHER TO AVOID GALVANIC CORROSION.

37. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE

CODES AND AS REQUIRED FOR MECHANICAL EQUIPMENT

AND PLUMBING WORK. ALL ACCESS PANEL LOCATIONS

SHALL BE REVIEWED WITH THE CONTRACTING OFFICER

PRIOR TO PROCEEDING.

38. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO

ACCURATELY LOCATE FINISHED FACES IN THE SAME PLAN

AND/OR TO INSTALL NEW CONSTRUCTION ADJACENT TO

EXISTING CONSTRUCTION WITHOUT ANY VISIBLE JOINTS

OR SURFACE IRREGULARITIES.

39. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN

THAT THE CONDITION IS NOT ADJUSTABLE WITHOUT

APPROVAL OF THE CONTRACTING OFFICER. CLEAR

DIMENSIONS ARE TYPICAL.

40. "MAXIMUM" OR "MAX" AS USED IN THESE DOCUMENTS

SHALL MEAN THAT THE CONDITION IS SLIGHTLY

ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR

QUANTITY GREATER THAN THAT SHOWN WITHOUT

APPROVAL OF THE CONTRACTING OFFICER.

41. "MINIMUM" OR "MIN" AS USED IN THESE DOCUMENTS

SHALL MEAN THAT THE CONDITION IS SLIGHTLY

ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR

QUANTITY LESS THAN THAT SHOWN WITHOUT APPROVAL

OF THE CONTRACTING OFFICER.

42. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN

THAT THE CONDITION OR DIMENSION IS THE SAME OR

REPRESENTATIVE FOR SIMILAR CONDITIONS

THROUGHOUT.

43. "+/-" AS USED IN THESE DOCUMENTS SHALL MEAN THAT

THE DIMENSION OR QUALITY IS SLIGHTLY ADJUSTABLE TO

ACCOMMODATE ACTUAL CONDITIONS, FIELD

VERIFICATION AND COORDINATION WITH OTHER

ELEMENTS AS MIGHT BE NECESSARY.

GENERAL NOTES

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AIRFIELD LIGHTING

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& MOBILE EQUIP

RADIATION

EXPOSURE

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CONTROL

LIGHT TRAP

FILM INTERPRETATION

AND FILE

BENCH STOCK

SPECTROMETRIC

OIL ANALYSIS

HALLWAY

LATRINE

ULTRASONIC, CONDUCTIVITY

AND LEAK DETECTION

OFFICE AND

TECHNICAL FILES

MECHANICAL

113A

SUPPLY

109A

JANITOR

106A

91'-8"±

19'-7"±4'-6"±

10'-4"±

7'-8"±

12'-0"±

6'-0"±

10'-4"±

3'-0" 2'-9"

14'-2"±10'-4"±

14'-2"±10'-4"±12'-0"±10'-4"±13'-0"±

67'-2"±

31'-10"±

11 11 11 11 11

02 02

1'-2"±

5'-6"±

02 07

14 1414

SCALE:

2' 4' 8'

1/4" = 1'-0''

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUTS

PRIOR TO INITIATION OF DEMOLITION WORK.

2. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT ALL

ITEMS NOT DESIGNATED FOR REPLACEMENT WORK AND SHALL PROVIDE

APPROPRIATE DUST CONTROL AND PROTECTION.

3. REFER TO PROJECT SPECIFICATIONS FOR HAZARDOUS MATERIALS

SURVEY REPORT AND SUBSEQUENT FIELD SURVEY AND ANALYTICAL

PROTOCOLS.

4. CEILING DEMOLITION DESIGNATION NOTE INDICATES TWO

SEPARATE CEILING SYSTEMS LOCATED AT VARYING ELEVATIONS WITHIN

THE DESIGNATED ROOM (I.E. ACOUSTIC TILE CEILING AT 8'-6" / GWB

CEILING SYSTEM AT 10'-0"); DEMOLISH AND REMOVE BOTH CEILING

SYSTEMS.

5. DEMOLISH RESILIENT WALL BASE THROUGHOUT INTERIOR OF BUILDING;

ALL INTERIOR ROOMS. PREPARE WALL SURFACE FOR INSTALLATION OF

NEW WALL BASE SYSTEM. REFER TO FINISH SCHEDULE FOR WALL BASE

TYPE.

KEYNOTES

01 REMOVE EXISTING JANITORS CLOSET AND LATRINE FIXTURES,

PARTITIONS, ACCESSORIES AND CABINETS. REMOVE CERAMIC WALL AND

FLOOR TILE INCLUSIVE OF GROUT, MORTAR AND ADHESIVE.

02 REMOVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM (I.E.

CEILING PANELS, SUSPENSION/SUPPORT SYSTEMS) FOR INSTALLATION

OF NEW MECHANICAL AND ELECTRICAL SYSTEMS. TEMPORARILY

SUPPORT AND PROTECT EQUIPMENT TO REMAIN WITHIN OPEN CEILING

AREAS DURING THE DEMOLITION PROCESS AND RECONSTRUCTION

PHASES. PREPARE OPEN CEILING AREA TO RECEIVE NEW SUSPENDED

CEILING SYSTEM AND SUBSEQUENT MECHANICAL, FIRE PROTECTION AND

ELECTRICAL FIXTURES. REFER TO REFLECTED CEILING PLAN FOR NEW

CEILING TYPES.

03 REMOVE EXISTING EXTERIOR CONCRETE SLAB ON GRADE AND STEEL

POST SUPPORTED STEEL FRAMED/METAL CLAD OVERHEAD CANOPY

(FOOTINGS, SUPPORT POSTS, OVERHEAD CANOPY) AT BUILDING ENTRY.

EXCAVATE AND PREPARE GRADE FOR INSTALLATION OF NEW

CAST-IN-PLACE CONCRETE ENTRY SLAB AND CANOPY FOOTING/FRAMING.

04 REMOVE EXISTING BASE AND WALL CABINETS AND ASSOCIATED

PLUMBING, MECHANICAL AND ELECTRICAL FIXTURES AND ACCESSORIES.

05 REMOVE EXISTING OVERHEAD CRAIN-RAIL, SUPPORT FRAME, HARDWARE

AND ACCESSORIES

CONCRETE SLAB ON GRADE TO BE

REMOVED; REFER TO STRUCTURAL

FOR FOUNDATION WORK AND

MECHANICAL FOR BELOW GRADE

UTILITIES.

EXISTING WALLS AND DOORS TO

REMAIN

EXISTING WALLS AND DOORS TO BE

DEMOLISHED

LEGEND

06 REMOVE EXISTING EXTERIOR COILING DOOR UNIT WITH INTEGRAL

HOLLOW METAL DOOR, DOOR TRACK, HARDWARE AND ACCESSORIES.

REMOVE EXISTING OVERHEAD HOLLOW METAL FRAMED TRANSOM PANEL

AND LOUVER UNIT. PREPARE CONCRETE-MASONRY-UNIT ROUGH

OPENING FOR INSTALLATION OF NEW HOLLOW METAL DOOR WITH

OVERHEAD TRANSOM PANEL AND LOUVER INFILL.

07 REMOVE EXISTING SUSPENDED GYPSUM WALL-BOARD CEILING SYSTEM

(I.E. GWB, SUSPENSION/FRAMING SYSTEMS) FOR INSTALLATION OF NEW

MECHANICAL AND ELECTRICAL SYSTEMS. TEMPORARILY SUPPORT AND

PROTECT EQUIPMENT TO REMAIN WITHIN OPEN CEILING AREAS DURING

THE DEMOLITION PROCESS AND RECONSTRUCTION PHASES. PREPARE

OPEN CEILING AREA TO RECEIVE NEW CEILING SYSTEM AND

SUBSEQUENT MECHANICAL, FIRE PROTECTION AND ELECTRICAL

FIXTURES. REFER TO REFLECTED CEILING PLAN FOR NEW CEILING TYPES.

08 EXISTING CEILING SYSTEM TO REMAIN IN-PLACE; REFER TO MECHANICAL,

FIRE PROTECTION AND ELECTRICAL FOR COMPONENT REPLACEMENT.

09 REMOVE EXISTING LEAD-LINED SLIDING DOOR UNIT, DOOR TRACK,

HARDWARE AND ACCESSORIES. PREPARE CONCRETE WALL ROUGH

OPENING FOR INSTALLATION OF NEW LEAD-LINED METAL SLIDING DOOR

SYSTEM.

BUILDING 5406

FLOOR PLAN - DEMOLITION

SCALE: 1/4"=1'-0"

10 REMOVE EXISTING GYPSUM WALL BOARD FINISH AS REQUIRED FOR

ASSOCIATED PLUMBING WORK AND NEW WALL FURRING; REFER TO

FLOOR PLAN FOR PARTITION TYPES.

11 REMOVE EXISTING DOOR AND FRAME UNIT, HARDWARE AND

ACCESSORIES. PREPARE ROUGH OPENING FOR NEW DOOR AND FRAME

SYSTEM.

12 REMOVE EXISTING RESILIENT FLOOR TILE SYSTEM AND ASSOCIATED

RUBBER BASE. PREPARE EXPOSED CONCRETE FLOOR SURFACE FOR

NEW RESILIENT FLOOR AND BASE FINISH.

13 REMOVE EXISTING CERAMIC FLOOR TILE INCLUSIVE OF GROUT, MORTAR

AND ADHESIVE, AND ASSOCIATED RESILIENT BASE. PREPARE EXPOSED

CONCRETE FLOOR SURFACE FOR NEW RESILIENT FLOOR AND BASE

FINISH.

14 NEW MECHANICAL EXH FANS AND LOUVERS: SAW-CUT EXISTING

EXTERIOR 4" AND 8" CMU WALLS. PREPARE OPENING FOR INSTALLATION

OF NEW MECH EXH FANS AND LOUVER UNITS. REFER TO MECHANICAL

FOR NEW OPENING SIZES AND LAYOUT.

AD-101

02 06

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AND FILE

BENCH STOCK

SPECTROMETRIC

OIL ANALYSIS

HALLWAY

LATRINE

OFFICE

BREAK

MECHANICAL

113A

SUPPLY

109A

LATRINE

106A

91'-8"±

19'-8" 6'-0"

NEW CONC

LANDING

N E

O N

L A

N D

I N

6'-3"

7'-8"

6'-2 1/2"

A-402

A-401

107A

106A

106C

101A

3'-0"

6'-0"

COORDINATE AND

ALIGN WITH ENTRY,

REFER TO CIVIL

6'-0"

NEW CONC

SIDEWALK

REF TO CIVIL

106B

110A

113A

9'-7"±

106D

2'-10"3'-5"

V C

C R

V C

C R

CR-1 VCT-1

JAN

106B

NEW ENTRY

DOOR CANOPY

NEW CANOPY

SUPPORT POST,

4 LOCATIONS

8'-0"

11"

CANOPY

DOWNSPOUT

SCALE:

2' 4' 8'

1/4" = 1'-0''

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUTS

PRIOR TO INITIATION OF DEMOLITION WORK.

2. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT ALL

ITEMS NOT DESIGNATED FOR REPLACEMENT WORK AND SHALL PROVIDE

APPROPRIATE DUST CONTROL AND PROTECTION.

3. PARTITION TYPE COMPONENTS:

- 5/8" GWB SHEATHING, TYPE X; PAINT/TILE FINISH - REFER TO FINISH

SCHEDULE

- 4" METAL STUDS AT 16" SPACING; R-13 BATT INSUL FILL

- 5/8" GWB SHEATHING TYPE X; PAINT/TILE FINISH - REFER TO FINISH

SCHEDULE

- REFER TO DETAIL 7/A-502

4. PARTITION TYPE COMPONENTS:

- 5/8" GWB SHEATHING, TYPE X; PAINT/TILE FINISH - REFER TO FINISH

SCHEDULE

- 6" METAL STUDS AT 16" SPACING; R-13 BATT INSUL FILL

- 5/8" GWB SHEATHING TYPE X; PAINT/TILE FINISH - REFER TO FINISH

SCHEDULE

- REFER TO DETAIL 7/A-502

BUILDING 5406

FLOOR PLAN

SCALE: 1/4"=1'-0"

A-101

5. PARTITION TYPE COMPONENTS:

- LATRINE SIDE: 5/8" WR GWB SHEATHING, TYPE X; PAINT/TILE FINISH -

REFER TO FINISH SCHEDULE

- 2 1/2" METAL STUD FURRING AT 16" SPACING; R-13 BATT INSUL FILL.

- ALIGN 2 1/2" METAL STUDS WITH EXISTING WALL FRAMING.

- EXTEND FURRING FRAMING 6" ABOVE FACE OF GWB CEILING

6. REFER TO SHEET A-601 FOR DOOR SCHEDULE.

7. REFER TO SHEET A-602 FOR FINISH SCHEDULE.

8. REFER TO MECHANICAL/PLUMBING DRAWINGS FOR MECHANICAL AND

PLUMING COMPONENTS AND SYSTEMS LAYOUT.

9. REFER TO ELECTRICAL DRAWINGS FOR POWER, DATA AND LIGHTING

SYSTEMS LAYOUT.

\\tt.local\IER\Projects\Louisville\IER\01297\200-01297-16029\CAD\SheetFiles\A-101-FLOOR PLAN.dwg

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DAVIS-MONTHAN AFB, ARIZONA

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DATE

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SHEET

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AS SHOWN

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CIVIL ENGINEER OFFICE

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