2022-02-25_RTA_DP08_SA-457449-10_Qassim Facilities_V1.pdf

PDF 37 MB Posted Mar 24, 2022

Attached to: Al Qassim Simulator, Kingdom of Saudi Arabia
Solicitation number: W912ER22R0028
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of a Simulator Building and supporting facilities at the Royal Saudi Land Forces Air Command Aviation Institute in Al Qassim, Kingdom of Saudi Arabia. The contractor will be responsible for constructing the Simulator Building along with all associated electric, water, sewer, gas, paving, walks, curbs, gutters, drainage, site improvements, demolition, and information systems. The magnitude of construction is over $10 million. Performance and payment bonds of 20% are required. The selected contractor must provide all documentation requested in the solicitation, including Defense Base Act insurance, after contract award and prior to the notice to proceed. The Department of the Army Corps of Engineers Engineering District Middle East is the contracting agency.

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Other files

File	Type	Posted
Conform W912ER22R00280003 Al Qassim Simulator.pdf	PDF	Apr 29, 2022
Attachment 10 - Topographic Survey Report Rev01 - Al Qassim.pdf	PDF	Apr 29, 2022
Attachment 9 - 2022-01-31_RSLFAC Phase 2A_Supplementary Geotechnical Report_Al Qassim.pdf	PDF	Apr 29, 2022
497449 RSLFAC DP8 PKG 5 Specifications - Al Qassim.pdf	PDF	Apr 29, 2022
2022-04-26_AM03_DP08_SA-457449-10_Al Qassim Facilities.pdf	PDF	Apr 29, 2022
Amendment W912ER22R00280003 Al Qassim Simulator.pdf	PDF	Apr 29, 2022
Attachment 8 - 2021-09-23_RSLFAC Phase 2A_Revised Final Geotech Report_Al Qassim.pdf	PDF	Apr 29, 2022
Attachment 11 - Proposed Field Office and Laydown Area_RSLFAC Al Qassim Simulator.pdf	PDF	Apr 29, 2022
Attachment 3 - Project Overview Sheet Rev 1.pdf	PDF	Apr 25, 2022
Amendment W912ER22R00280002 Al Qassim Simulator.pdf	PDF	Apr 25, 2022
Conform W912ER22R00280002 Al Qassim Simulator.pdf	PDF	Apr 25, 2022
Amendment W912ER22R00280001 Al Qassim Simulator.pdf	PDF	Mar 30, 2022
Conform W912ER22R00280001 Al Qassim Simulator.pdf	PDF	Mar 30, 2022
Enclosure A - Corporate Certificate.pdf	PDF	Mar 24, 2022
Attachment 5 - Past Performance Questionnaire - PPQ.pdf	PDF	Mar 24, 2022
2022-02-25_RTA_DP08_SA-457449-10_Qassim Facilities_V2.pdf	PDF	Mar 24, 2022
Attachment 4 - Project Summary Form.pdf	PDF	Mar 24, 2022
Attachment 3 - Project Overview Sheet.pdf	PDF	Mar 24, 2022
Attachment 7 - Anti-Collusion Certification.pdf	PDF	Mar 24, 2022
Attachment 6 - Proposal Price Breakout Schedule.pdf	PDF	Mar 24, 2022
Attachment 1 - Performance Distribution Statement.pdf	PDF	Mar 24, 2022
Enclosure B - Pre-Award_Contractor Responsibility Information.pdf	PDF	Mar 24, 2022
Solicitation - W912ER22R0028 Al Qassim Simulator.pdf	PDF	Mar 24, 2022
Attachment 2 - Construction Experience Form.pdf	PDF	Mar 24, 2022
CDC - 2022-02-11_RSLFAC Phase 2A_DP8_Specifications.pdf	PDF	Mar 24, 2022

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TETRA TECH

SHEET ID

2/ 2 4

TRANSATLANTIC MIDDLE

EAST DISTRICT

SOLICITATION #: W912ER22R0028

READY TO ADVERTISE

FEBRUARY 2022

G-001

QASSIM, KINGDOM OF SAUDI ARABIA

ROYAL SAUDI LAND FORCES AVIATION COMMAND

PHASE 2A FACILITIES AND INFRASTRUCTURE

PROJECT #: SA-457449-10

VOLUME 1 OF 2

SA-457449-10 - SITE DESIGN

SA-457449-10B - SIMULATOR BUILDING

PROFESSIONAL SEALS

THE STAMPS AFFIXED TO THIS COVER SHEET ARE CERTIFYING

THE DRAWINGS CONTAINED WITHIN HAVE BEEN REVIEWED OR PREPARED

BY EACH APPLICABLE ARCHITECTURAL AND ENGINEERING DISCIPLINE.

SITE ELECTRICALCIVIL ARCHITECTURAL STRUCTURAL

FIRE PROTECTION PLUMBING MECHANICAL ELECTRICAL

TELECOMMUNICATIONS

US Army Corps of Engineers ®

SHEET ID

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G-001 SA-457449-10-G-001 COVER SHEET - VOLUME 1 OF 2

VOLUME 1

G-010 G-011 G-012

SA-457449-10-G-010

SA-457449-10-G-011

SA-457449-10-G-012

INDEX OF VOLUMES

VOLUME 1 - INDEX OF DRAW INGS - SHEET 1 OF 2

VOLUME 1 - INDEX OF DRAW INGS - SHEET 2 OF 2

SA-457449-10 - SITE DESIGN

G-002 SA-457449-10-G-002 COVER SHEET - VOLUME 2 OF 2

VOLUME 2

G-010 G-013

SA-457449-10-G-010

SA-457449-10-G-013

INDEX OF VOLUMES

VOLUME 2 - INDEX OF DRAW INGS

SHEET ID FILE NO. REVISIONS

REV. NO. AM/COP NO. TITLE

INDEX OF VOLUMES

SA-457449-10B - SIMULATOR BUILDING

SA-457449-10B - SIMULATOR BUILDING - CONTINUED

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SA-457449-10 - GENERAL

SHEET ID FILE NO

REVISIONS

TITLEREV. NO. AM/COP

NO.

GENERAL

G-001 SA-457449-10-G-001.dwg COVER SHEET - VOLUME 1 OF 2 G-010 SA-457449-10-G-010.dwg INDEX OF VOLUMES G-011 SA-457449-10-G-011.dwg VOLUME 1 - INDEX OF DRAWINGS - SHEET 1 OF 2 G-012 SA-457449-10-G-012.dwg VOLUME 1 - INDEX OF DRAWINGS - SHEET 2 OF 2 G-021 SA-457449-10-G-021.dwg STANDARD LEGENDS AND SYMBOLOGY G-031 SA-457449-10-G-031.dwg STANDARD ABBREVIATIONS LIST - SHEET 1 OF 2 G-032 SA-457449-10-G-032.dwg STANDARD ABBREVIATIONS LIST - SHEET 2 OF 2

SA-457449-10B - SIMULATOR BUILDING

SHEET ID FILE NO

REVISIONS

TITLEREV. NO. AM/COP

NO.

GENERAL

G-001 SA-457449-10B-G-001.dwg COVER SHEET - SIMULATOR BUILDING

ARCHITECTURE

A-101 SA-457449-10B-A-101.dwg FIRST FLOOR DEMOLITION PLAN A-102 SA-457449-10B-A-102.dwg COMPOSITE GROUND FLOOR PLAN A-103 SA-457449-10B-A-103.dwg GROUND FLOOR PLAN - AREA A A-104 SA-457449-10B-A-104.dwg GROUND FLOOR PLAN - AREA B A-105 SA-457449-10B-A-105.dwg BOARDING LEVEL FLOOR PLAN A-106 SA-457449-10B-A-106.dwg COMPOSITE FIRST FLOOR PLAN A-107 SA-457449-10B-A-107.dwg FIRST FLOOR PLAN - AREA A A-108 SA-457449-10B-A-108.dwg FIRST FLOOR PLAN - AREA B A-109 SA-457449-10B-A-109.dwg COMPOSITE ROOF PLAN A-110 SA-457449-10B-A-110.dwg ROOF PLAN - AREA A A-111 SA-457449-10B-A-111.dwg ROOF PLAN - AREA B A-112 SA-457449-10B-A-112.dwg COMPOSITE GROUND FLOOR REFLECTED CEILING PLAN A-113 SA-457449-10B-A-113.dwg GROUND FLOOR REFLECTED CEILING PLAN - AREA A A-114 SA-457449-10B-A-114.dwg GROUND FLOOR REFLECTED CEILING PLAN - AREA B A-115 SA-457449-10B-A-115.dwg COMPOSITE FIRST FLOOR REFLECTED CEILING PLAN A-116 SA-457449-10B-A-116.dwg FIRST FLOOR REFLECTED CEILING PLAN - AREA A A-117 SA-457449-10B-A-117.dwg FIRST FLOOR REFLECTED CEILING PLAN - AREA B A-118 SA-457449-10B-A-118.dwg PEDESTRIAN WALKWAY PLANS A-201 SA-457449-10B-A-201.dwg BUILDING ELEVATIONS - SHEET 1 OF 2 A-202 SA-457449-10B-A-202.dwg BUILDING ELEVATIONS - SHEET 2 OF 2 A-301 SA-457449-10B-A-301.dwg BUILDING SECTIONS - SHEET 1 OF 2 A-302 SA-457449-10B-A-302.dwg BUILDING SECTIONS - SHEET 2 OF 2 A-303 SA-457449-10B-A-303.dwg WALL SECTIONS - SHEET 1 OF 3 A-304 SA-457449-10B-A-304.dwg WALL SECTIONS - SHEET 2 OF 3 A-305 SA-457449-10B-A-305.dwg WALL SECTIONS - SHEET 3 OF 3 A-401 SA-457449-10B-A-401.dwg TOILET ROOM PLANS AND ELEVATIONS A-402 SA-457449-10B-A-402.dwg ENLARGED PLANS AND SECTIONS A-403 SA-457449-10B-A-403.dwg ENLARGED PLANS AND ELEVATIONS - SHEET 1 OF 2 A-404 SA-457449-10B-A-404.dwg ENLARGED PLANS AND ELEVATIONS - SHEET 2 OF 2 A-501 SA-457449-10B-A-501.dwg WALL DETAILS A-502 SA-457449-10B-A-502.dwg ROOF DETAILS - SHEET 1 OF 2 A-503 SA-457449-10B-A-503.dwg ROOF DETAILS - SHEET 2 OF 2 A-504 SA-457449-10B-A-504.dwg WINDOW DETAILS A-505 SA-457449-10B-A-505.dwg DOOR DETAILS - SHEET 1 OF 2 A-506 SA-457449-10B-A-506.dwg DOOR DETAILS - SHEET 2 OF 2 A-507 SA-457449-10B-A-507.dwg STAIR DETAILS - SHEET 1 OF 2 A-508 SA-457449-10B-A-508.dwg STAIR DETAILS - SHEET 2 OF 2 A-509 SA-457449-10B-A-509.dwg PLAN DETAILS - SHEET 1 OF 3 A-510 SA-457449-10B-A-510.dwg PLAN DETAILS - SHEET 2 OF 3 A-511 SA-457449-10B-A-511.dwg PLAN DETAILS - SHEET 3 OF 3 A-512 SA-457449-10B-A-512.dwg MISCELLANEOUS DETAILS A-513 SA-457449-10B-A-513.dwg CASEWORK DETAILS A-514 SA-457449-10B-A-514.dwg FINISH DETAILS A-601 SA-457449-10B-A-601.dwg WALL TYPES A-602 SA-457449-10B-A-602.dwg WINDOW, DOOR, AND FRAME TYPES A-603 SA-457449-10B-A-603.dwg ROOM FINISH SCHEDULE A-604 SA-457449-10B-A-604.dwg DOOR AND WINDOW SCHEDULES A-605 SA-457449-10B-A-605.dwg SIGNAGE SCHEDULE AND DIAGRAMS

INTERIORS

I-101 SA-457449-10B-I-101.dwg COMPOSITE GROUND FLOOR FF&E PLAN I-102 SA-457449-10B-I-102.dwg GROUND FLOOR FF&E PLAN - AREA A I-103 SA-457449-10B-I-103.dwg GROUND FLOOR FF&E PLAN - AREA B I-104 SA-457449-10B-I-104.dwg COMPOSITE FIRST FLOOR FF&E PLAN I-105 SA-457449-10B-I-105.dwg FIRST FLOOR FF&E PLAN - AREA A I-106 SA-457449-10B-I-106.dwg FIRST FLOOR FF&E PLAN - AREA B

SA-457449-10 - SITE DESIGN

SHEET ID FILE NO

REVISIONS

TITLEREV. NO. AM/COP

NO.

GENERAL

G-050 SA-457449-10--G-050.dwg LEGEND AND ABBREVIATIONS G-051 SA-457449-10--G-051.dwg GENERAL NOTES G-101 SA-457449-10--G-101.dwg LOCUS PLAN

EXISTING CONDITIONS

V-101 SA-457449-10--V-101.dwg EXISTING CONDITIONS PLAN

CIVIL DEMOLITION

CD-101 SA-457449-10--CD101.dwg EXISTING CONDITIONS AND DEMOLITION PLAN

CIVIL SITE

C-101 SA-457449-10--C-101.dwg SITE PLAN C-501 SA-457449-10--C-501.dwg SITE DETAILS - SHEET 1 OF 4 C-502 SA-457449-10--C-502.dwg SITE DETAILS - SHEET 2 OF 4 C-503 SA-457449-10--C-503.dwg SITE DETAILS - SHEET 3 OF 4 C-504 SA-457449-10--C-504.dwg SITE DETAILS - SHEET 4 OF 4

SITE LAYOUT

CL-101 SA-457449-10--CL101.dwg SITE LAYOUT PLAN

GRADING AND DRAINAGE

CG-101 SA-457449-10--CG101.dwg GRADING AND DRAINAGE PLAN CG-501 SA-457449-10--CG501.dwg EROSION AND SEDIMENTATION CONTROL DETAILS

COMBINED UTILITIES

CU-101 SA-457449-10--CU101.dwg COMBINED UTILITIES PLAN

CIVIL SEWER

CS-101 SA-457449-10--CS101.dwg SEWER PLAN CS-201 SA-457449-10--CS201.dwg SEWER PROFILES CS-501 SA-457449-10--CS501.dwg SANITARY SEWER DETAILS - SHEET 1 OF 2 CS-502 SA-457449-10--CS502.dwg SANITARY SEWER DETAILS - SHEET 2 OF 2

CIVIL WATER

CW-101 SA-457449-10--CW101.dwg WATER PLAN CW-501 SA-457449-10--CW501.dwg WATER DETAILS - SHEET 1 OF 3 CW-502 SA-457449-10--CW502.dwg WATER DETAILS - SHEET 2 OF 3 CW-503 SA-457449-10--CW503.dwg WATER DETAILS - SHEET 3 OF 3

SITE STRUCTURAL

XS-501 SA-457449-10--XS501.dwg TYPICAL STRUCTURAL DETAILS XS-502 SA-457449-10--XS502.dwg CONCRETE ENCASED DUCT BANK REINFORCEMENT DETAILS

SITE ELECTRICAL

XE-101 SA-457449-10--XE101.dwg SITE ELECTRICAL PLAN XE-501 SA-457449-10--XE501.dwg ELECTRICAL SITE DETAILS - SHEET 1 OF 4 XE-502 SA-457449-10--XE502.dwg ELECTRICAL SITE DETAILS - SHEET 2 OF 4 XE-503 SA-457449-10--XE503.dwg ELECTRICAL SITE DETAILS - SHEET 3 OF 4 XE-504 SA-457449-10--XE504.dwg ELECTRICAL SITE DETAILS - SHEET 4 OF 4 XE-601 SA-457449-10--XE601.dwg ELECTRICAL SCHEDULES XE-602 SA-457449-10--XE602.dwg COMPACT SUBSTATION C04-01 ONE-LINE DIAGRAM

SITE LIGHTING

XL-101 SA-457449-10--XL101.dwg SITE LIGHTING PLAN XL-501 SA-457449-10--XL501.dwg SITE LIGHTING DETAILS

SITE TELECOMMUNICATIONS

XT-101 SA-457449-10--XT101.dwg TELECOM SITE PLAN XT-501 SA-457449-10--XT501.dwg TELECOMMUNICATIONS DETAILS - SHEET 1 OF 4 XT-502 SA-457449-10--XT502.dwg TELECOMMUNICATIONS DETAILS - SHEET 2 OF 4 XT-503 SA-457449-10--XT503.dwg TELECOMMUNICATIONS DETAILS - SHEET 3 OF 4 XT-504 SA-457449-10--XT504.dwg TELECOMMUNICATIONS DETAILS - SHEET 4 OF 4

SHEET ID

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SA-457449-10B - SIMULATOR BUILDING - CONTINUED

SHEET ID FILE NO

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TITLEREV. NO. AM/COP

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STRUCTURAL

S-001 SA-457449-10B-S-001.dwg STANDARD ABBREVIATIONS S-002 SA-457449-10B-S-002.dwg STRUCTURAL GENERAL NOTES - SHEET 1 OF 6 S-003 SA-457449-10B-S-003.dwg STRUCTURAL GENERAL NOTES - SHEET 2 OF 6 S-004 SA-457449-10B-S-004.dwg STRUCTURAL GENERAL NOTES - SHEET 3 OF 6 S-005 SA-457449-10B-S-005.dwg STRUCTURAL GENERAL NOTES - SHEET 4 OF 6 S-006 SA-457449-10B-S-006.dwg STRUCTURAL GENERAL NOTES - SHEET 5 OF 6 S-007 SA-457449-10B-S-007.dwg STRUCTURAL GENERAL NOTES - SHEET 6 OF 6 S-101 SA-457449-10B-S-101.dwg COMPOSITE FOUNDATION PLAN S-102 SA-457449-10B-S-102.dwg FOUNDATION LAYOUT PLAN - AREA A S-103 SA-457449-10B-S-103.dwg FOUNDATION LAYOUT PLAN - AREA B S-111 SA-457449-10B-S-111.dwg COMPOSITE SLAB ON GRADE PLAN S-112 SA-457449-10B-S-112.dwg SLAB ON GRADE PLAN - AREA A S-113 SA-457449-10B-S-113.dwg SLAB ON GRADE PLAN - AREA B S-121 SA-457449-10B-S-121.dwg COMPOSITE FIRST FLOOR FRAMING PLAN S-122 SA-457449-10B-S-122.dwg FIRST FLOOR FRAMING PLAN - AREA A S-123 SA-457449-10B-S-123.dwg FIRST FLOOR FRAMING PLAN - AREA B S-131 SA-457449-10B-S-131.dwg COMPOSITE INTERMEDIATE FRAMING PLAN S-132 SA-457449-10B-S-132.dwg INTERMEDIATE FRAMING PLAN - AREA A S-133 SA-457449-10B-S-133.dwg INTERMEDIATE FRAMING PLAN - AREA B S-141 SA-457449-10B-S-141.dwg COMPOSITE ROOF FRAMING PLAN S-142 SA-457449-10B-S-142.dwg ROOF FRAMING PLAN - AREA A S-143 SA-457449-10B-S-143.dwg ROOF FRAMING PLAN - AREA B S-144 SA-457449-10B-S-144.dwg LIGHTWEIGHT CONCRETE OVERLAY PLAN - AREA A S-145 SA-457449-10B-S-145.dwg LIGHTWEIGHT CONCRETE OVERLAY PLAN - AREA B S-201 SA-457449-10B-S-201.dwg STEEL FRAME ELEVATIONS - SHEET 1 OF 5 S-202 SA-457449-10B-S-202.dwg STEEL FRAME ELEVATIONS - SHEET 2 OF 5 S-203 SA-457449-10B-S-203.dwg STEEL FRAME ELEVATIONS - SHEET 3 OF 5 S-204 SA-457449-10B-S-204.dwg STEEL FRAME ELEVATIONS - SHEET 4 OF 5 S-205 SA-457449-10B-S-205.dwg STEEL FRAME ELEVATIONS - SHEET 5 OF 5 S-206 SA-457449-10B-S-206.dwg PRECAST PANEL ELEVATION S-401 SA-457449-10B-S-401.dwg ENLARGED PEDESTRIAN WALKWAY PLAN S-402 SA-457449-10B-S-402.dwg ENLARGED BOARDING LEVEL FRAMING PLAN S-403 SA-457449-10B-S-403.dwg ENLARGED CRANE PLAN S-501 SA-457449-10B-S-501.dwg TYPICAL FOUNDATION DETAILS - SHEET 1 OF 3 S-502 SA-457449-10B-S-502.dwg TYPICAL FOUNDATION DETAILS - SHEET 2 OF 3 S-503 SA-457449-10B-S-503.dwg TYPICAL FOUNDATION DETAILS - SHEET 3 OF 3 S-504 SA-457449-10B-S-504.dwg PEDESTRIAN WALKWAY ELEVATION AND DETAILS S-505 SA-457449-10B-S-505.dwg TYPICAL PEDESTAL DETAILS - SHEET 1 OF 2 S-506 SA-457449-10B-S-506.dwg TYPICAL PEDESTAL DETAILS - SHEET 2 OF 2 S-507 SA-457449-10B-S-507.dwg TYPICAL WALKWAY SECTIONS S-521 SA-457449-10B-S-521.dwg BASE PLATE DETAILS S-522 SA-457449-10B-A-522.dwg BRACE CONNECTION DETAILS - SHEET 1 OF 4 S-523 SA-457449-10B-A-523.dwg BRACE CONNECTION DETAILS - SHEET 2 OF 4 S-524 SA-457449-10B-A-524.dwg BRACE CONNECTION DETAILS - SHEET 3 OF 4 S-525 SA-457449-10B-A-525.dwg BRACE CONNECTION DETAILS - SHEET 4 OF 4 S-526 SA-457449-10B-A-526.dwg STEEL SECTIONS S-527 SA-457449-10B-A-527.dwg CRANE CONNECTION DETAILS - SHEET 1 OF 2 S-528 SA-457449-10B-A-528.dwg CRANE CONNECTION DETAILS - SHEET 2 OF 2 S-529 SA-457449-10B-A-529.dwg SIMULATOR DRAWBRIDGE DETAILS S-531 SA-457449-10B-S-532.dwg TYPICAL REINFORCING BAR DETAILS S-532 SA-457449-10B-S-532.dwg TYPICAL SLAB-ON-GRADE DETAILS - SHEET 1 OF 2 S-533 SA-457449-10B-S-533.dwg TYPICAL SLAB-ON-GRADE DETAILS - SHEET 2 OF 2 S-534 SA-457449-10B-S-534.dwg TYPICAL FOUNDATION PROTECTION DETAILS S-535 SA-457449-10B-S-535.dwg TYPICAL CONCRETE DETAILS S-541 SA-457449-10B-S-541.dwg TYPICAL CONCRETE SLAB DETAILS S-542 SA-457449-10B-S-542.dwg TYPICAL CONCRETE BEAM DETAILS S-543 SA-457449-10B-S-543.dwg TYPICAL CONCRETE COLUMN DETAILS S-551 SA-457449-10B-S-551.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 1 OF 4 S-552 SA-457449-10B-S-552.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 2 OF 4 S-553 SA-457449-10B-S-553.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 3 OF 4 S-554 SA-457449-10B-S-554.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 4 OF 4 S-561 SA-457449-10B-S-561.dwg TYPICAL CMU WALL DETAILS - SHEET 1 OF 4 S-562 SA-457449-10B-S-562.dwg TYPICAL CMU WALL DETAILS - SHEET 2 OF 4 S-563 SA-457449-10B-S-563.dwg TYPICAL CMU WALL DETAILS - SHEET 3 OF 4 S-564 SA-457449-10B-S-564.dwg TYPICAL CMU WALL DETAILS - SHEET 4 OF 4 S-601 SA-457449-10B-S-601.dwg CONCRETE BEAM SCHEDULE AND DETAIL S-602 SA-457449-10B-S-602.dwg CONCRETE COLUMN SCHEDULES AND DETAIL S-603 SA-457449-10B-S-603.dwg STEEL COLUMN SCHEDULE - SHEET 1 OF 2 S-604 SA-457449-10B-S-604.dwg STEEL COLUMN SCHEDULE - SHEET 2 OF 2 S-701 SA-457449-10B-S-701.dwg STAIR PLAN AND DETAILS - SHEET 1 OF 3 S-702 SA-457449-10B-S-702.dwg STAIR PLAN AND DETAILS - SHEET 2 OF 3 S-703 SA-457449-10B-S-703.dwg STAIR PLAN AND DETAILS - SHEET 3 OF 3 S-704 SA-457449-10B-S-704.dwg TYPICAL STAIR DETAILS

DRAWING AREA

TITLE TEXT SIZE

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3mm FOR DIMENSIONS, NOTES, CALLOUTS, TABLE/SCHEDULE TEXT AND GENERAL TEXT

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AMENDMENT NUMBER

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3mm FACILITY DESIGNATOR TEXT 5mm SHEET NUMBER TEXT 3mm VARIABLE TEXT

SYMBOLS

GENERAL REFERENCE

TEXT ATTRIBUTES

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IN PLAN

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COLUMN GRIDLINE

CENTERLINE ID

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KEY PLAN ID

RGH FL ELEV

FIN FL ELEV

NORTH SYMBOL W ITH MECCA

ROOM ID

DOOR ID

W INDOW ID

W ALL TYPE ID

COLUMN ID - VERTICAL;

(USE NUMBERS)

COLUMN ID - HORIZONTAL;

(USE LETTERS EXCEPT

FOR O & I)

REVISION ID

FURNITURE

KEY NOTE ID

MATCHLINE IDMATCH LINE

SEE XX/X-XXX

View Scale View Name

X View Name View ScaleX-XXX

DRAW ING TITLE FOR PLANS,

DIAGRAMS, SCHEDULES,

3D REPRESENTATIONS,

OR STANDARD DETAILS

STANDARD DETAILS DO NOT

SPECIFICALLY REFERENCE A SHEET

SECTION/ELEVATION LETTER,

OR DETAIL NUMBER

SHEET NUMBER OF SHEET W HERE

ILLUSTRATION IS REFERENCED

SHEET NUMBER OF SHEET W HERE

ILLUSTRATION IS REFERENCED

ON MULTIPLE SHEETS

DRAWING TITLES

PLANS, DIAGRAMS,

SCHEDULES,

STANDARD DETAILS,

3D REPRESENTATIONS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

SECTIONS, ELEVATIONS,

ENLARGED PLANS,

SPECIFIC DETAILS

CROSS REFERENCING SYMBOLS

SECTION MARKER

DETAIL CALLOUT

INTERIOR

ELEVATION MARKER

EXTERIOR

ELEVATION MARKER

SECTION LETTER

SHEET NUMBER OF SHEET W HERE

SECTION IS REFERENCED

DETAIL NUMBER

INTERIOR ELEVATION LETTER

SHEET NUMBER OF SHEET W HERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET W HERE

SECTION IS REFERENCED

SHEET NUMBER OF SHEET W HERE

SECTION IS REFERENCED

ELEVATION LETTER

X-XXX

TYPICAL

TAM DRAWING SCALES

ROOF PLANS

LIFE SAFETY FLOOR PLANS

REFLECTED CEILING PLANS

TYPICAL FLOOR PLANS

ENLARGED FLOOR PLANS

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

CROSS SECTIONS

DETAILS

STAIR DETAILS

CIVIL PROFILES

HORIZONTAL

VERTICAL

1:200

20m4m 16m12m8m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

1:5

0.5m0.1m 0.4m0.3m0.2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

1:20

2m0.4m 1.6m1.2m0.8m0m

1:100

10m2m 8m6m4m0m

1:50

5m1m 4m3m2m0m

X-XXX

-- (X)

US Army Corps of Engineers ®

SHEET ID

U .S

. A

Y C

O R

S D

N B

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

C:\Users\patrick.barrett\Documents\SA-457449-10-DM-G-(VOL1)_PATRICK.BARRETT.rvt

2/24/2022 9:42:13 AM

A M

G-021

D L

D S

G Y

, K

G D

O M

O F

D I A

U D

I L

D F

O R

N C

O M

2A F

R E

C H

R O

O R

O U

G H

, M A

R . M

2E R

-4

C . C

-4

-G -0

.d wg

C M

D R

C H

R , V

A D

READY TO ADVERTISE

SHEET ID

U .S

. A

Y C

O R

S D

N B

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

C:\Users\patrick.barrett\Documents\SA-457449-10-DM-G-(VOL1)_PATRICK.BARRETT.rvt

2/24/2022 9:42:15 AM

A M

G-031

D A

N S

, K

G D

O M

O F

D I A

U D

I L

D F

O R

N C

O M

2A F

R E

C H

R O

O R

O U

G H

, M A

R . M

2E R

-4

C . C

-4

-G -0

.d wg

C M

D R

C H

R , V

A D

READY TO ADVERTISE

HRS HEAT RECOVERY SUPPLY

HT HEIGHT

HV HIGH VOLTAGE

HW HOT WATER

HWC HOT WATER CIRCULATION

HWCP HOT WATER CIRCULATION PUMP

HWP HOT WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

Hz HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSULATING FLANGE

IJ INSULATION JOINT

INSTR INSTRUMENT

INSUL INSULATION

INT INTERIOR

INV INVERT

ITN INFORMATION TECHNICAL NODE

JCT JUNCTION

JOH JAMB OPENING HEIGHT

JOW JAMB OPENING WIDTH

JR JOINT REINFORCING

JT JOINT

K KELVIN

k KILO kCAL KILOCALORIE

KCMIL THOUSAND CIRCULAR MILLS

kg KILOGRAM kHz KILOHERTZ kL KILOLITER km KILOMETER km2 SQUARE KILOMETER km/h KILOMETER PER HOUR km/s KILOMETER PER SECOND kPa KILOPASCAL

KS KITCHEN SINK

kV KILOVOLT kVA KILOVOLT AMPERE kVAh KILOVOLT AMPERE PER HOUR

L LITER

L/s LITER PER SECOND

LAB LABORATORY

LAV LAVATORY

LCm LOOSE CUBIC METER

LG LONG, LENGTH

LIB LIBRARY

LINTL LINTEL

LLA LOW LEVEL ALARM

LM LUMEN

LP LIGHT POLE

LPT LOW POINT

LPW LUMENS PER WATT

LRA LOCKED ROTOR AMPS

LSA LIFE SUPPORT AREA

LSO LANDING SIGNAL OFFICER

LT LEFT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

M MEN

m METER m2 SQUARE METER m3 CUBIC METER m3/s CUBIC METER PER SECOND m/s METER PER SECOND

MA MEDICAL AIR

mA MILLIAMPERE

MACH MACHLINE

MAINT MAINTENANCE

MAU MAKEUP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MCD METAL COVERED DOOR

MECH MECHANICAL

EXP EXPANSION, EXPLOSION PROOF

EXST

GR EXISTING GRADE

EXT EXTERIOR

F/B FROM FLOOR BELOW

FA FIRE ALARM, FRESH AIR

FAC FORWARD AIR CONTROLLER

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FES FLARED END SECTION

FFEL FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH, FINISHED

FIN GR FINISH GRADE

FL FLOOR LINE, FLOOR, FLASHING, FLOOD LIGHT

FLG FLANGE

FLR FLOOR

FLUOR FLUORESCENT

FLX FLEXIBLE CONDUIT

FO FIBER OPTIC

FOB FORWARD OPERATING BASE

FOC FACE OF CURB

FP FIRE PROTECTION

FS FLOOR SINK

FSR FUEL STORAGE RECOVERY

FSS FLOW SWITCH

FT FEET

FTP FUEL TRANSFER PUMP

FTR FINNED TUBE RADIATION

FUT FUTURE

FVNR FULL VOLTAGE NON-REVERSING

FXD FIXED

G GIRDER, GROUND

G LN GAS LINE

GA GAGE

GALV GALVANIZED

GB GROUND BAR

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

GFGI GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED

GL GLASS

GLZD GLAZED

GM GAS METER

GND GROUND

GR GROSS, GRADE

GRL GRILLE

GRTG GRATING

GTV GATE VALVE

GW GUY WIRE

GYP BD GYPSUM WALL BOARD

ha HECTARE

HB HOSE BIBB

HC HEATING COIL

HCD HOLLOW CORE DOOR

HCP HANDICAP PUSHBUTTON

HD HEAD

HDB HEATING DISTRIBUTION BOX

HDPE HIGH DENSITY POLYETHELENE

HDW HARDWARE

HDWL HEADWALL

HEX HEAT EXCHANGER

HGR HANGER

hL HECTOLITER

HM HOLLOW METAL

hm HECTOMETER

HMA HOT MIX ASPHALT

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE, HEAT PUMP

HPT HIGH POINT

HQ HEADQUARTERS

HR HOUR

HRCP HEAT RECOVERY COIL PUMP

HRR HEAT RECOVERY RETURN

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

COMPR COMPRESSOR

CONC CONCRETE

COND CONDENSER, CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUE, CONTINUOUS

COR CONTRACTING OFFICER’S REPRESENTATIVE,

CORNER, CHANGE ORDER REQUEST

CORR CORRIDOR

CPO CHIEF PETTY OFFICER

CPT CONE PENETRATION TEST

CRAC COMPUTER ROOM AIR CONDITIONING UNIT

CRS COURSING

CS CAST STONE, CARBON STEEL

CSC CONVOY SUPPORT CENTER

CSS COMPACT SUBSTATION

CTR(S) CENTER(S)

CTRL CONTROL

CU CUBIC, COPPER

CV CONTROL VALVE

CW COLD WATER

DAS DATA ACQUISITION SYSTEM

DBL DOUBLE

DBP DISTRIBUTION PANEL

DCW DOMESTIC COLD WATER

DEG C DEGREES CELSIUS

DF DRINKING FOUNTAIN

DFAC DINING FACILITY

DG DOOR GRILL

dg DECIGRAM

DH DUCT HEATER

DHW DOMESTIC HOT WATER

DI DROP INLET, DRAIN INLET, DISCRETE INPUT

DIA DIAMETER

DIP DUCTILE IRON PIPE

DL DEAD LOAD, DIESEL

dL DECILITER dm DECIMETER

DN DOWN

DO DISCRETE OUTPUT

DOCS DOCUMENTS

DP DEW POINT, DIFFERENTIAL PRESSURE

DR DOOR, DOUBLE RIB

DV DISTINGUISHED VISITORS

DW DOMESTIC WATER

DWG DRAWING

DXCC DIRECT EXPANSION COOLING COIL

E EAST, EASTING, EXISTING

EC EDGE OF CURB, EMPTY CONDUIT

ECV EMERGENCY CONTROL VALVE

EF EACH FACE, EXHAUST FAN

EG EXHAUST AIR GRILLE

EHC ELECTRIC HEATING COIL

EHH ELECTRIC HAND HOLE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELECT ELECTRICAL

ELR ELECTRIC REFRACTION AT RIM

ELV ELECTRIC VERTICAL ROD RETRACTION

EMCS ENERGY MONITORING AND CONTROL SYSTEM

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC TUBING, EMERGENCY

MEDICAL TECHNICIAN

ENT ELECTRICAL NONMETALLIC TUBING

ENTR ENTRANCE

EOL END OF LINE

EP EDGE OF PAVEMENT, ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ES ELECTRIC STRIKE

ESS ELECTRONIC SECURITY SYSTEMS

EST ESTIMATE

ET EXPANSION TANK

ETC ET CETERA, AND SO FORTH

EW EACH WAY, EFFLUENT WATER

EXH EXHAUST

EXIST EXISTING

@ AT

A AMPERE

A/C AIR CONDITIONING

A/E ARCHITECT/ENGINEER

AAFES ARMY & AIR FORCE EXCHANGE SERVICE

AAV AUTOMATIC AIR VENT

ACC ACCESSIBLE

ACP ASPHALTIC CONCRETE PAVEMENT

ACV AUTOMATIC CONTROL VALVE

AD AREA DRAIN

ADDL ADDITIONAL

ADMIN ADMINISTRATION

AFCS AUTOMATIC FLIGHT CONTROL SYSTEM

AFF ABOVE FINISHED FLOOR

AFFF AQUEOUS FIRE FIGHTING FOAM

AFG ABOVE FINISHED GRADE

AH AMPERE HOUR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

ALUM ALUMINUM

AMI ADVANCED METERING INFRASTRUCTURE

AMO ASSISTANT MAINTENANCE OFFICER

AMP AMPERE

AMT AVIONICS MAINTENANCE TRAINER

AO ANALOG OUTPUT

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AS AIR SEPARATOR

ASC ASPHALTIC SURFACE COURSE

ASPH ASPHALT

ASSN ASSOCIATION

ASSY ASSEMBLY

AT/FP ANTI-TERRORISM FORCE PROTECTION

AUX AUXILIARY

AVG AVERAGE

BC BACK OF CURB, BARE COPPER

BD BOARD

BF BOTH FACES, BLIND FLANGE

BFP BACKFLOW PREVENTER

BLDG BUILDING

BM BENCHMARK

BMS BALANCE MAGNETIC SWITCH

BOL BOLLARD

BRKR BREAKER

BSP BLACK STEEL PIPE

BT BATHTUB

BTWP BALLANCE TWISTED PAIR

C CELSIUS, CHANNEL, CONDUIT,CONDUCTOR,

COMMUNICATION

CA COMPRESSED AIR

CAL CALORIE

CAO COMPRESSED AIR OUTLET

CB CATCH BASIN, CIRCUIT BREAKER

CBL CABLE

CC CENTER TO CENTER, CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA, CEILING DIFFUSER

CE CIVIL ENGINEER(S)

CH COAT HOOK, CHANGING, CHILLER

CHH COMMUNICATIONS HAND HOLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CHU CONTAINERIZED HOUSING UNIT

CI CAST IRON

CIJ CONTROL JOINT

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT, CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLJ CONSTRUCTION LONGITUDINAL JOINT

CLKG CAULKING

CLR CLEAR

cm CENTIMETER cm2 CENTIMETER SQUARED cm3 CUBIC CENTIMETER cm/s CUBIC CENTIMETER PER SECOND

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMT COMPOSITE MAINTENANCE TRAINER

CMU CONCRETE MASONRY UNIT

STANDARD ABBREVIATION LIST NOTES:

1. THE LIST OF ABBREVIATIONS IS SHOWN AS A GUIDE ONLY

AND DOES NOT NECESSARILY INCLUDE ALL ABBREVIATIONS

USED. SOME ABBREVIATIONS LISTED MAY NOT HAVE BEEN

USED. CONSULT THE DoD A/E/C CAD STANDARD AND THE

U.S. NATIONAL CAD STANDARDS FOR FULL LIST OF

ABBREVIATIONS.

2. SOME ABBREVIATIONS REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE

LETTERS OR SUPERSCRIPTS.

3. REFER TO THE GENERAL LEGEND ON SHEET G-021.

SHEET ID

U .S

. A

Y C

O R

S D

N B

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

T D

C:\Users\patrick.barrett\Documents\SA-457449-10-DM-G-(VOL1)_PATRICK.BARRETT.rvt

2/24/2022 9:42:17 AM

A M

G-032

D A

N S

, K

G D

O M

O F

D I A

U D

I L

D F

O R

N C

O M

2A F

R E

C H

R O

O R

O U

G H

, M A

R . M

2E R

-4

C . C

-4

-G -0

.d wg

C M

D R

C H

R , V

A D

READY TO ADVERTISE

WTS WATERSTOP

WTT WEAPONS TACTICAL TRAINER

WV WATER VALVE

XFMR TRANSFORMER

YCO YARD CLEANOUT

YH YARD HYDRANT

YR YEAR

T TOP, TREAD, THERMOSTAT

T&B TOP AND BOTTOM

TB TILE BASE, THROUGH BOLT

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEJ THICKENED EXPANSION JOINT

TEL TELEPHONE

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TG TRANSFER GRILLE

TGP TEMPORARY GENERATOR PAD

THK THICKNESS

THRES THRESHOLD

TIS TACTICS INSTRUCTOR STATION

TMGB TELECOMMUNICATIONS MAIN

TMV TEMPERATURE MIXING VALVE

TOB TOP OF BANK, TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOE TOE OF SLOPE

TOF TOP OF FOOTING

TOFT TACTICAL OPERATIONAL FLIGHT TRAINER

TOG TOP OF GRATING

TOS TOP OF STEEL, TOP OF SLOPE

TOW TOP OF WALL

TP TEST PIT

TR TELECOMMUNICATION ROOM

TRANS TRANSOM, TRANSPARENT

TS TEMPERATURE SWITCH

TS&V TAPPING SLEEVE AND VALVE

TV TELEVISION

TW TREATED WATER

TYP TYPICAL

UGND UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UOP UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UPVC UNPLASTICIZED POLYVINYL

UR URINAL

UTIL UTILITY

V VOLT, VENT

VA VOLT AMPERE

VAC VACUUM

VAM VOLT-AMMETER

VAO VACUUM OUTLET

VAP VACUUM PUMP

VB VALVE BOX, VACUUM BREAKER

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VIF VERIFY IN FIELD

VOLT VOLTAGE

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VRLY VOLTAGE RELAY

VS VENT STACK, VOLTMETER SWITCH

VSA VEHICLE SECURITY AREA

VTR VENT THRU ROOF

W/ WITH

W/O WITHOUT

WB WET BULB, WOOD BASE

WC WATER CLOSET, WALL COVERING

WCC WATER COOLING COIL

WCO WALL CLEANOUT

WDB WATER DISTRIBUTION BOX

WFLX WEATHERPROOF FLEXIBLE CONDUIT

WG WATER GAUGE

WGL WIRED GLASS

WH WALL HYDRANT

WHM WATT HOUR METER

WHS WAREHOUSE

WL WATER LINE, WIND LOAD

WLT WEAPON LOAD TRAINER

WM WATER METER

WS WATER SOFTENER

WSEL WATER SURFACE ELEVATION

WST WATER STORAGE TANK

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QA/QC QUALITY ASSURANCE/QUALITY CONTROL

QD QUICK DISCONNECT

QTY QUANTITY

QUAR QUARANTINE

R RADIUS, RISER, RANGE

R/U REFRIGERATION UNIT

RAD RADIAN, RADIATOR, RETURN AIR DUCT

RAH RETURN AIR HUMIDITY

RAT RETURN AIR TEMPERATURE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE, REFLECTED

CEILING PLAN

RCT REAR CREW TRAINER

RD ROAD, RETURN DIFFUSER, ROOF DRAIN

REC RECESSED, RECREATIONAL

REC C RECESSED CONVECTOR

RECT RECTANGULAR

REG REGISTER

REINF REINFORCED

REPS REPRESENTATIVES

REQD REQUIRED

RET RETURN

REV REVISION, REVISED, REVOLUTIONS

REX REQUEST TO EXIT

RF REPLACEMENT FACILITY, RADIO FREQUENCY

RG RETURN AIR GRILLE

RGH ROUGH

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RkVA REACTIVE KILOVOLT AMPERES

RL REFRIGERANT LIQUID

RLG RAILING

RM ROOM

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER, ROOF ROLLING, RAILROAD

RS REFRIGERANT SUCTION

RT RIGHT

RTU ROOF TOP UNIT

RW RAW WATER, ROADWAY

S SOUTH

SA SUPPLY AIR

SAN SANITARY SEWER

SB SOIL BORING, SPLASH BLOCK

SC SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SECT SECTION

SFM SANITARY FORCE MAIN

SG SUPPLY AIR GRILLE

SH SHOWER

SHT SHEET, SHAFT

SIG SIGNAL

SIM SIMILAR

SK SINK, SKETCH

SLDG SLIDING

SP STATIC PRESSURE, SUMP

SPA SPACE

SPCL SPECIAL

SPEC SPECIFICATIONS

SPO DUCTLESS SPLIT UNIT OUTSIDE

SPT STANDARD PENETRATION TEST

SQ SQUARE

SS SANITARY SEWER

SSD SUBSURFACE DRAIN

SST STAINLESS STEEL

ST STORM WATER

STA STATION

STD STANDARD

STFT STOREFRONT

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV STACK VENT

MFG MANUFACTURING

MH MANHOLE

MHO MAGNETIC HOLD OPEN

MHz MEGAHERTZ

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

mm MILLIMETERS mm2 SQUARE MILLIMETER mm3 CUBIC MILLIMETER

MO MASONRY OPENING

MON MONITOR, MONUMENT

MPa MEGA PASCAL

MS MOP SINK

ms MILLISECOND

MTG MOUNTING

MTL METAL, MARINE UTILITY TRENCH

MTS MANUAL TRANSFER SWITCH

MUT MARINE UTILITY TRENCH

mV MILLIVOLT

MVA MEGAVOLT-AMPERE

MW MONITORING WELL, MEGAWATT

mW MILLIWATT MWh MEGAWATT HOUR

MWR MORALE, WELFARE & RECREATION

N NORTH, NORTHING, NEWTON

NA NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTDOOR AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFT OPERATIONAL FLIGHT TRAINER

OGL OBSCURE GLASS

OIC OFFICER IN CHARGE

OPG OPENING

OPNG OPENING

OSP OUTSIDE PLANT

P PUMP, POLE

P/V PRESSURE VACUUM

PA PUBLIC ADDRESS

Pa PASCAL

PASS PASSAGE, PASSENGER

PC POINT OF CURVATURE, DESKTOP COMPUTER

PCC PORTLAND CEMENT CONCRETE

PCS PERMANENT CHANGE OF STATION

PDM POSITIVE DISPLACEMENT METER

PDS PROTECTIVE DISTRIBUTION SYSTEM

PE PLAIN END, POLYETHYLENE

PED PEDESTAL

PEMB PRE-ENGINEERED METAL BUILDING

PERF PERFORATED, PERFORM

PET PROTECTED ENTRANCE TERMINAL

PH PHASE, PENTHOUSE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE, PIVOTED

PL PROPERTY LINE, PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLG PILING

PNL PANEL

POC POINT ON CURVE

POT POINT OF TANGENCY

PP POWER POLE, POWER PANEL,

POLYPROPYLENE

PR PAIR, PIPE RAIL

PRCST PRECAST

PRV PRESSURE REGULATING VALVE

PS PRESTRESSED CONCRETE, PRESSURE

SENSOR, PULL STATION, POLYSTYRENE

PSF POUNDS PER SQUARE FOOT

PSIG POUNDS PER SQUARE INCH GAGE

PT POINT

PTT PART-TASK TRAINER

PTZ PAN//TILT/ZOOM

PUBS PUBLICATIONS

STANDARD ABBREVIATION LIST NOTES:

1. THE LIST OF ABBREVIATIONS IS SHOWN AS A GUIDE ONLY

AND DOES NOT NECESSARILY INCLUDE ALL ABBREVIATIONS

USED. SOME ABBREVIATIONS LISTED MAY NOT HAVE BEEN

USED. CONSULT THE DoD A/E/C CAD STANDARD AND THE

U.S. NATIONAL CAD STANDARDS FOR FULL LIST OF

ABBREVIATIONS.

2. SOME ABBREVIATIONS REPRESENT SYMBOLS FOR UNITS OF

MEASURE, AND INTENTIONALLY INCLUDE LOWERCASE

LETTERS OR SUPERSCRIPTS.

3. REFER TO THE GENERAL LEGEND ON SHEET G-021.

ANTENNA

AREA DRAIN

BENCHMARK

BOLLARD

CATHODIC PROTECTION

CATCH BASIN

CIRCUIT BREAKER

TELECOMMUNICATION

MANHOLE

COMPACT SUBSTATION

ASPHALT FLUME

CURRENT TRANSFORMER

GATE, DOUBLE SWING

GATE, SINGLE SWING

DRAINAGE MANHOLE

EARTH GROUND

ELECTRIC JUNCTION BOX

ELECTRIC MANHOLE

FIRE HYDRANT

FLARED END

FUSE, SIZE AS INDICATED (X)

GENERATOR

HANDHOLE

HEADWALL

MITERED END

PALM TREE

POTENTIAL TRANSFORMER

REDUCER

RESTRAINED FUTURE

CONNECTION AND CAP

ROAD SIGN

SECURITY LIGHTING

SEWER CLEANOUT

SEWER MANHOLE

SIGN BOARD

SITE LIGHT

Sector Sign Board

Sign Post

ASPHALT PAVEMENT

BUILDING

SITE

CONCRETE

GRAVEL ROAD

DEMOLITION

DOUBLE BITUMINOUS

SURFACE

TREATMENT

RIP RAP

REMOVE & REPLACE

PROTECT DURING

CONSTRUCTION

PROFILE MILLING

PAVEMENT MARKING

TO BE REMOVED

SAWCUT

SUNSHADE

EXISTING PROPOSED

C CENTERLINE

Ø OR PH PHASE

A AMPERES

AD AREA DRAIN

AFFF AQUEOUS FILM-FORMING FOAM

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

APZ ACCIDENT POTENTIAL ZONE

ASYM ASYMMETRICAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

BIT BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BOC BOTTOM OF CONCRETE

C CONDUIT

CB CIRCUIT BREAKER

CCP COMPASS CALIBRATION PAD

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFGI CONTRACTOR FURNISHED GOVERNMENT INSTALLED

CKT CIRCUIT

CLDI CONCRETE LINED DUCTILE IRON

CMH COMMUNICATIONS MANHOLE

CONC CONCRETE

CR CONTROL RELAY

CS COMPACT SUBSTATION

CT CURRENT TRANSFORMER

CU COPPER

DBST DOUBLE BITUMINOUS SURFACE TREATMENT

DI DUCTILE IRON

DIA DIAMETER

DMH DRAINAGE MANHOLE

DWG DRAWING

E EAST

EL, ELEV ELEVATION

ELEC ELECTRIC/ ELECTRICAL

EMH ELECTRIC MANHOLE

EMT ELECTRICAL METALLIC TUBING

EP ELECTRIC POLE

EPB ELECTRICAL POWER BOX

EPDS EMERGENCY POWER DOWN STATION

EQUIP EQUIPMENT

ETL ENGINEERING TECHNICAL LETTER

EX EXISTING

F FUSED OR FUSIBLE

FACP FIRE ALARM CONTROL PANEL

FB FIRE BOX

FCO FORCE MAIN CLEANOUT

FE FLARED END

FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FM FORCE MAIN

FOC FIBER OPTIC CABLE

FP FIRE PROTECTION

GEN GENERATOR

GND GROUND

GV GATE VALVE

HE HORIZONTAL ELLIPTICAL

HMA HOT MIX ASPHALT

HW HEADWALL

HYD HYDRANT

HZ HERTZ

INV INVERT

JF JET FUEL

kCMIL THOUSAND CIRCULAR MILS kVA KILOVOLT-AMPERES kVAR KILOVOLT AMP REACTIVE kVARH KILOVAR HOUR kW KILOWATT kWH KILOWATT HOUR

LA LIGHTNING ARRESTOR

LED LIGHT-EMITTING DIODE

LP LIGHT POLE

LS LIFT STATION

m METER

MAX MAXIMUM

MDP MAIN DISTRIBUTION PANEL

ME MITERED END

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER

MMH MECHANICAL MANHOLE

MV MEDIUM VOLTAGE

N NEUTRAL

N NORTH

N NORMAL

NE NORTHEAST

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NIC NOT IN CONTRACT

NTS, N.T.S. NOT TO SCALE

NW NORTHWEST

NZL NOZZLE

OWS OIL-WATER SEPARATOR

P POLE

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PF POWER FACTOR

PNL PANEL

PT POINT OF TANGENCY

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RGS RIGID GALVANIZED STEEL

RM ROOM

RMU RING MAIN UNIT

RSLFAC ROYAL SAUDI LAND FORCES AVIATION COMMAND

S SOUTH

SE SOUTHEAST

SEC SECONDS

SMH SEWER MANHOLE

ST SEPTIC TANK

STA STATION

SW SIDEWALK

SYM SYMMETRICAL

TL TAXI LIGHT (AIRFIELD)

TOC TOP OF CONCRETE

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

USG UNITED STATES GOVERNMENT

V VOLTAGE

VA VOLT AMPERES

W WEST

W WIRE

W/ WITH

WMH WATER MANHOLE/ WATER STOP VALVE

WP WEATHERPROOF

WRUB WASHRACK UTILITY BUILDING

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

Z IMPEDANCE

ABBREVIATIONSLEGEND

EXISTING PROPOSED

ALARM CONDUIT

CHILLED WATER

RETURN

CHILLED WATER

SUPPLY

FIRE PROTECTION

WATER LINE

UNDERGROUND

MEDIUM VOLTAGE

DIRECT BURY

UNDERGROUND

MEDIUM VOLTAGE

DUCT BANK

UNDERGROUND

SECONDARY DUCT

BANK

RAW WATER SUPPLY

SANITARY SEWER

LINE

SEWER FORCE MAIN

STORM DRAIN

SWALE

WATER LINE

TELECOMMUNICATION

DUCTBANK

UNDERGROUND

LIGHTING CIRCUIT

CHAIN LINK FENCE

SECURITY FENCE

LIMIT OF WORK

NOT IN CONTRACT

(NIC)

MAJOR CONTOUR

MINOR CONTOUR

CHWR

CHWS

13.00

12.50

13.00

12.50

GEN

P T

SOLAR PANEL

TRANSFORMER

TREE

UTILITY MANHOLE

(UNKNOWN)

VALVE CHAMBER W/

ALTITUDE BOX

WATER VALVE

WATER LEVEL

EXISTING PROPOSED

SFM

MVDE

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GENERAL NOTES:

1. EXISTING CONDITIONS SURVEY CONDUCTED FEBRUARY 2021

BY AYED AL OSAIMI CONSULTING ENGINEERING AND PROVIDED

TO TETRA TECH ON APRIL 14, 2021. COORDINATE ALL

ADJUSTMENTS WITH USACE PRIOR TO CONSTRUCTION.

2. REFERENCED CONTROL POINT DATUM IS REPORTED BY ABV

ROCK GROUP TO BE WGS 84. NO INDEPENDENT VERIFICATION

OF THE COORDINATE SYSTEM USE IN THESE DRAWINGS WAS

CONDUCTED BY TETRA TECH AND THE CONTRACTOR IS

RESPONSIBLE FOR CALIBRATION AND COORDINATION OF THE

SITE PLANS WITH THE SURVEY REQUIRED AS PART OF THEIR

CONTRACT WITH USACE-TAM.

3. ALL PIPE SIZES ARE IN MILLIMETERS UNLESS NOTED

OTHERWISE.

4. ALL ELEVATIONS ARE IN METERS UNLESS NOTED OTHERWISE.

5. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES

ARE SHOWN SCREENED AND/OR LIGHT-LINED. PROPOSED

FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN

HEAVY-LINED.

6. EXISTING SURVEY MONUMENT OR CONTROL POINTS

DISTURBED OR DESTROYED BY THE CONTRACTOR DURING

CONSTRUCTION SHALL BE REPLACED OR RESTORED BY A

LAND SURVEYOR AT THE CONTRACTORS EXPENSE TO THEIR

ORIGINAL CONDITION. DOCUMENTATION OF ORIGINAL

CONDITION, INCLUDING COORDINATE LOCATION AND

ELEVATION, SHALL BE SUBMITTED TO THE CONTRACTING

OFFICER.

7. CONTRACTOR SHALL FIELD VERIFY THE DEPTH AND LOCATION

OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION AND SHALL PROTECT ALL EXISTING UTILITIES NOT

SPECIFICALLY IDENTIFIED FOR REMOVAL OR ABANDONMENT

DURING CONSTRUCTION. UTILITIES SHOWN ON THE DRAWINGS

ARE BASED ON INTERPRETATIONS OF AVAILABLE

INFORMATION, AND SHOULD BE CONSIDERED APPROXIMATE.

UTILITIES SHOWN ON THE DRAWINGS MAY NOT REFLECT THE

ACTUAL FIELD CONDITIONS OR LOCATIONS OF UNDERGROUND

STRUCTURES OR EXISTING UTILITIES.

SITE PREPARATION/DEMOLITION NOTES:

1. LOCATIONS OF EXISTING UTILITIES/OBSTRUCTIONS/SYSTEMS

SHOWN HEREON ARE APPROXIMATE ONLY. ALL

UTILITIES/OBSTRUCTIONS/SYSTEMS MAY NOT BE SHOWN.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

PROTECTING OR REMOVING AND ABANDONING IN PLACE ALL

UTILITIES/OBSTRUCTIONS/ SYSTEMS WHETHER SHOWN OR

NOT SHOWN AS REQUIRED TO CONSTRUCT THE PROPOSED

FACILITY.

2. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS

REQUIRED FOR EXCAVATION AND UTILITY CONSTRUCTION

FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO

COMMENCING CONSTRUCTION ACTIVITIES.

3. CONTRACTOR TO ENSURE ANY EXISTING ASPHALT OR

CONCRETE PAVEMENT DISTURBED DURING CONSTRUCTION

ACTIVITIES (INCLUDING HAUL ROUTE) IS TO BE REPLACED IN

KIND. ANY DAMAGED EXISTING PAVEMENT WILL BE REMOVED

TO FULL DEPTH AND REPLACED WITH MATERIALS MATCHING

THE EXISTING PAVEMENT SECTION DEPTHS.

4. CONTRACTOR SHALL ENSURE THAT ALL EXISTING CONCRETE

AND ASPHALT PAVEMENT HAVE BEEN SAWCUT AND REMOVED

TO THE LIMITS SHOWN ON THE DRAWINGS. REMAINING

SUB-BASE WILL BE REMOVED OR PREPARED AS REQUIRED FOR

THE PROPOSED FINAL SURFACE TREATMENT.

5. CONSTRUCTION DEBRIS, INCLUDING BROKEN PAVEMENT,

SHALL BE REMOVED AND TRANSPORTED TO A DISPOSAL AREA

OFFSITE AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL

IDENTIFY AN AUTHORIZED DISPOSAL SITE OUTSIDE OF

FACILITY AND TO OBTAIN ALL REQUIRED HAUL AND DISPOSAL

PERMITS. DISPOSAL SHALL BE COORDINATED WITH THE

CONTRACT DOCUMENTS AND THE AUTHORITIES HAVING

JURISDICTION.

6. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION

THAT ARE UNDEVELOPED SHALL RECEIVE A COVERING THAT

MATCHES THE EXISTING GROUND COVER PRIOR TO

CONSTRUCTION UNLESS OTHERWISE NOTED.

7. ALL AREAS OUTSIDE LIMIT OF WORK DISTURBED BY

CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST TO

THE CONTRACT.

8. UNIDENTIFIED UTILITY/DRAINAGE CONFLICTS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR

DIRECTION.

9. CONTRACTOR SHALL ENSURE THAT ALL UTILITIES, INCLUDING

SEWER, WATER, ELECTRIC AND DRAINAGE HAVE BEEN

ABANDONED IN PLACE, REMOVED AND CAPPED AT ENDS, OR

RELOCATED AS REQUIRED TO CONSTRUCT THE PROPOSED

FEATURES. CONTRACTOR TO MAINTAIN SERVICE

DOWNSTREAM OF RELOCATION DURING CONSTRUCTION.

10. AT LIMITS OF DEMOLITION OF EXISTING CONDUITS, DUCT

BANKS, PIPES, AND OTHER UTILITIES, CONTRACTOR SHALL CAP

AND SEAL THE PORTION TO REMAIN TO ENSURE NO

DIFFERENTIAL SETTLEMENT OF BACKFILL AT THE LIMITS OF

REMOVAL.

11. CONTRACTOR SHALL ROUGH GRADE ALL AREAS DISTURBED

DUE TO DEMOLITION ACTIVITIES AND SHALL STABILIZE ALL

DISTURBED AREAS.

12. ALL REQUIRED DEMOLITION FOR CONSTRUCTION ACTIVITIES

AND SITE IMPROVEMENTS MAY NOT BE SHOWN. CONTRACTOR

RESPONSIBLE FOR DEMOLITION REQUIRED FOR

CONSTRUCTION ACTIVITIES AND CONSTRUCTION OF SITE

IMPROVEMENTS AS NECESSARY WHETHER SHOWN OR NOT.

13. ALL EXISTING UTILITIES NOT IN CONFLICT WITH NEW FACILITIES

AND UTILITIES SHALL BE ABANDONED IN PLACE. WHERE A

PORTION OF THE UTILITY IS DEMOLISHED, THE END OF THE

REMAINING SECTION SHALL BE PROPERLY CAPPED AND

SEALED TO ENSURE NO DIFFERENTIAL SETTLEMENT OF

BACKFILL.

14. LIMIT OF WORK IS INTENDED TO REPRESENT EXTENT OF

CONSTRUCTION AND THUS ANY DISRUPTION OF EXISTING

CONDITION DIRECTLY OR INDIRECTLY RESULTING FROM THE

WORK. NO WORK OR DISRUPTION TO THE EXISTING

CONDITIONS SHALL TAKE PLACE OUTSIDE THE DESIGNATED

LIMITS UNLESS SPECIFICALLY APPROVED BY THE

CONTRACTING OFFICER

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT AN

EROSION CONTROL PLAN IN ACCORDANCE WITH

SPECIFICATION 31 32 11.

2. DURING CONSTRUCTION AND THEREAFTER, ALL EROSION AND

SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED

AND MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS, AND THE CONTRACTOR'S SEDIMENTATION AND

EROSION CONTROL PLAN.

3. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET

FIELD CONDITIONS AT THE TIME OF AND DURING ALL STAGES

OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO AND

IMMEDIATELY AFTER ANY GRADING OR DISTURBANCE OF

EXISTING SURFACE MATERIAL ON THE SITE.

4. WEEKLY INSPECTION AND MAINTENANCE OF ALL SEDIMENT

CONTROL STRUCTURES SHALL BE PROVIDED TO INSURE THAT

THE INTENDED PURPOSE IS ACCOMPLISHED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

NO SEDIMENT LEAVES THE LIMIT OF WORK. SEDIMENT

CONTROL MEASURES SHALL BE IN WORKING CONDITION AT

THE END OF EACH DAY.

5. ALL CONSTRUCTION INGRESS AND EGRESS POINTS SHALL BE

PROTECTED WITH A STABILIZED CONSTRUCTION

ENTRANCE/EXIT WITH WASH DOWN FACILITIES TO PREVENT

TRACKING OF SEDIMENT ONTO EXISTING OR PROPOSED

ROADS.

6. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY

STORMWATER COLLECTION SYSTEM. ALL DRAINAGE SWALES

AND GROUND SURFACES WITHIN THE LIMIT OF WORK SHALL BE

PROTECTED.

7. TEMPORARY EROSION CONTROL MEASURES INCLUDE THE USE

OF SEDIMENT BARRIERS (STABILIZED CONSTRUCTION

ENTRANCE/EXIT, CATCH BASIN INLET PROTECTION, AND

MULCHING). PERMANENT EROSION CONTROL MEASURES

INCLUDE THE USE OF RIP-RAP AND PERMANENT SEEDING AND

MULCHING.

8. CONTRACTOR SHALL REMOVE ANY SEDIMENT OR DEBRIS

FROM NEARBY AIRFIELD PAVEMENT SURFACES THAT IS A

RESULT OF CONSTRUCTION ACTIVITIES.

9. CONTRACTOR SHALL PROVIDE SILT FENCE, AS NECESSARY, TO

PREVENT SEDIMENT RUNOFF FROM ALL IMPACTED AREAS

ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE SILT

FENCE SHALL BE INSPECTED DAILY. THE CONTRACTOR SHALL

REMOVE ACCUMULATED SEDIMENT AND REPAIR THE SILT

FENCE AS DETERMINED DURING THE INSPECTION TO ORIGINAL

CONDITION WITHIN THREE (3) DAYS OF INSPECTION.

10. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR

CONSTRUCTION. FLAG OR OTHERWISE DELINEATE AREAS NOT

TO BE DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION

EQUIPMENT FROM AREAS NOT NECESSARY FOR

CONSTRUCTION.

11. MAINTAIN EROSION CONTROL MEASURES FOR THE DURATION

OF THE PROJECT AND UNTIL PERMANENT STABILIZATION OF

THE ENTIRE SITE IS ESTABLISHED.

12. PROTECT STABILIZED AREAS FROM EROSION AND

IMMEDIATELY REPAIR AND REVEGETATE ERODED AREAS.

13. CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING

DRAINAGE DITCHES, SWALES, CULVERTS, AND DETENTION

PONDS WITHIN THE LIMITS OF CONSTRUCTION AS WELL AS ANY

OTHER AREAS IMPACTED BY CONSTRUCTION OPERATIONS. IF

A DRAINAGE DITCH OR SWALE IS TO BE RELOCATED, THE

RELOCATED DITCH SHALL BE IN PLACE PRIOR TO

DISTURBANCE OF THE EXISTING DITCH.

14. PROVIDE AND STABILIZE STORMWATER TREATMENT AREAS,

DITCHES AND SWALES AS EARLY AS PRACTICAL DURING

CONSTRUCTION BUT PRIOR TO ROUGH GRADING THE SITE AND

PRIOR TO DIRECTING RUNOFF TO THE TREATMENT AREAS,

DITCHES AND SWALES.

15. STABILIZE ROADWAYS AND PARKING AREAS WITHIN 72 HOURS

OF ACHIEVING FINISH GRADE.

16. THE CONTRACTOR SHALL PREVENT MUD/MATERIAL FROM

BEING TRACKED ONTO PAVED THOROUGHFARES (BASE OR

OTHERWISE) OR ONTO ANY AREAS OUTSIDE THE LIMIT OF

WORK. IF DETECTED, DEBRIS MUST BE CLEANED UP

IMMEDIATELY AND THE CAUSE MUST BE DETERMINED AND

RECTIFIED.

17. ALL STOCKPILES SHALL BE PROTECTED AND LOCATED A

MINIMUM OF 35 METERS AWAY FROM EXISTING WATER BODIES

OR WETLANDS AND WITHIN THE LIMIT OF WORK. SOIL

STOCKPILES SHALL BE PROTECTED FROM CONTACT WITH

PERIMETER SEDIMENT BARRIERS. A COVER (TARP) OR

APPROPRIATE TEMPORARY STABILIZATION WILL BE PROVIDED

TO MINIMIZE SEDIMENT EROSION. STOCKPILES THAT WILL BE

EXPOSED FOR LONGER THAN 14 CALENDAR DAYS SHALL BE

SEEDED.

18. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND

DISPOSAL OF ALL EROSION AND SEDIMENT CONTROLS AT THE

COMPLETION OF CONSTRUCTION AND WHEN THE

CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY

STABILIZED. REMOVE TEMPORARY EROSION CONTROL

MEASURES WITHIN 30 DAYS AFTER THE TRIBUTARY AREA HAS

BEEN PERMANENTLY STABILIZED. REMOVE ANY

ACCUMULATED SEDIMENTS AND STABILIZE ALL DISTURBED

AREAS.

INSPECTION AND MAINTENANCE:

1. INSPECT DISTURBED AREAS, STORAGE AREAS, AND EROSION

CONTROL MEASURES WEEKLY UNLESS OTHERWISE INDICATED

AND AFTER EVERY STORM EVENT OF 13 mm OF RAINFALL OR

MORE. ALL INSPECTIONS SHALL BE PERFORMED BY PERSONS

FAMILIAR WITH EROSION AND SEDIMENT CONTROL PRACTICES.

2. AFTER ANY SIGNIFICANT RAINFALL (13 mm OR GREATER), SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED FOR

INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED

IMMEDIATELY.

3. DOCUMENT EACH INSPECTION IN A REPORT AND LOG,

INCLUDING THE FOLLOWING: DATE, NAME(S) AND TITLE OF THE

PERSONNEL MAKING THE INSPECTION, WEATHER AND

DESCRIPTION OF ANY DISCHARGE OCCURRING AT THE TIME OF

INSPECTION, LOCATION OF ANY DISCHARGE OF SEDIMENT OR

POLLUTANTS, BEST MANAGEMENT PRACTICES THAT NEED TO

BE MAINTAINED, BEST MANAGEMENT PRACTICES THAT FAILED

OR OTHERWISE PROVED INADEQUATE, LOCATION WHERE

ADDITIONAL BEST MANAGEMENT PRACTICES ARE NEEDED, AND

CORRECTIVE ACTION REQUIRED. ALSO NOTE WHAT ACTION

WAS TAKEN TO CORRECT DEFICIENCIES OR ENHANCE

CONTROLS, INCLUDING THE DATE THE CORRECTIVE ACTION

WAS TAKEN. PERFORM CORRECTIVE ACTION OF EROSION

CONTROL MEASURES IMMEDIATELY.

4. ANY SEDIMENT TRACKED ONTO PAVED AREAS SHALL BE

SWEPT UP AND REMOVED AT THE END OF EACH WORKING DAY

AND THE CAUSE OF THE INCIDENT DETERMINED AND

CORRECTED.

5. STABILIZED PORTIONS OF A SITE SHALL BE INSPECTED AT

LEAST ONCE PER MONTH.

6. MAINTAIN EROSION CONTROL MEASURES FOR THE DURATION

OF THE PROJECT AND UNTIL PERMANENT STABILIZATION OF

THE ENTIRE SITE IS ESTABLISHED.

7. PROTECT STABILIZED AREAS FROM EROSION AND

IMMEDIATELY REPAIR AND RE-VEGETATE ERODED AREAS.

8. REMOVE TEMPORARY EROSION CONTROL MEASURES WITHIN

30 DAYS AFTER THE TRIBUTARY AREA HAS BEEN

PERMANENTLY STABILIZED. REMOVE ANY ACCUMULATED

SEDIMENTS AND STABILIZE ALL DISTURBED AREAS.

SITE LAYOUT NOTES:

1. ALL CONCRETE PAD LAYOUT DIMENSIONS SHOWN ON THE SITE

PLAN ARE NOTIONAL. SHOWN EQUIPMENT MAY DIFFER FROM

INSTALLED EQUIPMENT. THE CONTRACTOR SHALL DETERMINE

AND VERIFY ACTUAL EQUIPMENT DIMENSIONS PRIOR TO

INSTALLATION TO ENSURE CONCRETE PAD IS OF ADEQUATE

SIZE FOR THE PURPOSE INTENDED.

2. ALL BUILDING LAYOUT DIMENSIONS ARE TO THE OUTSIDE EDGE

OF THE FOUNDATION BUILDING WALL.

GRADING AND DRAINAGE NOTES:

1. GRADING SHALL MATCH INTO EXISTING GRADES AND NOT

CONCENTRATE RUNOFF ONTO STEEP SLOPES, CREATE

EROSIVE CONDITIONS, OR NUISANCE PONDING.

2. PROPOSED GRADING SHALL SLOPE UNIFORMLY BETWEEN

CONTOURS AND SPOT ELEVATIONS SHOWN.

3. SET FINISH GRADE ELEVATION AROUND BUILDINGS AT A

MINIMUM OF 200mm BELOW FINISH FLOOR UNLESS OTHERWISE

NOTED.

4. SITE GRADING IN UNPAVED AREAS SHALL SLOPE AWAY FROM

BUILDINGS TO PREVENT WATER FROM ACCUMULATING NEAR

FOUNDATION. SITE GRADE ELEVATIONS AT THE BUILDINGS

WILL BE SUCH THAT THEY PREVENT WATER FROM PONDING

AGAINST THE BUILDINGS. THE SITE SHALL BE GRADED TO

DIRECT SURFACE RUNOFF AWAY FROM BUILDINGS TO A

SUITABLE LOCATION AND SHALL NOT CREATE NUISANCE

PONDING OR EROSIVE CONDITIONS.

UTILITY NOTES:

1. NO TRENCH OR STRUCTURE SHALL BE BACKFILLED PRIOR TO

CONTRACTING OFFICER APPROVAL.

2. REFER TO SPECIFICATIONS FOR MINIMUM VERTICAL AND

HORIZONTAL CLEARANCES FOR WATER AND SEWER PIPE. ALL

OTHER PIPES SHALL MAINTAIN A MINIMUM VERTICAL

CLEARANCE OF 0.3 m.

3. PIPING RESTRAINTS TO BE THRUST BLOCKS UNLESS

OTHERWISE SPECIFIED OR APPROVED EQUAL. IF THE

CONTRACTOR WISHES TO USE MECHANICAL RESTRAINT OR

OTHER PIPE RESTRAINT METHOD THEY SHALL SUBMIT ALL

SUPPORTING DOCUMENTATION PER SPECIFICATION

REQUIREMENTS TO CONTRACTING OFFICER PRIOR TO

INSTALLATION OF WATER PIPE.

4. CONTRACTOR TO PERFORM BUOYANCY CALCULATIONS ON ALL

UNDERGROUND STRUCTURES BASED ON GEOTECHNICAL

REPORT RECORDED HIGH WATER ELEVATION.

5. ALL DUCTILE IRON PIPE (WATER AND SEWER) SHALL BE

WRAPPED IN A POLY WRAP FOR CORROSION PROTECTION.

6. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF

STRUCTURE TO THE CENTER OF STRUCTURE IN A HORIZONTAL

PLANE AND DOES NOT ACCOUNT FOR THE TOTAL LENGTH OF

PIPE DUE TO ELEVATION CHANGE. SLOPE IS CALCULATED

FROM CENTER OF STRUCTURE

7. MAINTAIN EXISTING WATER AND SEWER SERVICE DURING

CONSTRUCTION

8. REFER TO SPECIFICATIONS FOR PIPE DISINFECTION,

PRESSURE TESTING, AND LEAK TESTING

9. ALL GRAVITY PIPES TAKE PRIORITY OVER PRESSURE PIPE AND

CONDUIT. WHERE UTILITY CROSSINGS OF GRAVITY PIPE AND

PRESSURE PIPE OR CONDUIT ARE SHOWN, CONTRACTOR

SHALL INSTALL VERTICAL BENDS IN THE PRESSURE PIPE OR

CONDUIT TO MAINTAIN THE APPROPRIATE VERTICAL

SEPARATION BETWEEN UTILITIES. ALL PIPE AND CONDUIT

COVER REQUIREMENTS SHALL BE MAINTAINED WHEN MAKING

THE VERTICAL BENDS AROUND THE GRAVITY PIPE.

10. THE CONTRACTOR SHALL MAINTAIN WATER AND FIRE

PROTECTION SERVICE TO EXISTING FACILITIES BY MEANS OF

TEMPORARY BYPASS…

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File details come from the government source that posted it. Updated Mar 24, 2022.