Attachment E - Drawings for Sample Task Order (1 of 5).pdf
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- Cost Estimating Services for ROKFC In-Kind Program Contracts Federal contract opportunity
- Solicitation number
- W912UM23R0002
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment W912UM-23-R-0002-0001.pdf | ||
| Attachment D - Price Table for the Sample Task Order (Revised thru Amendment 0001).xlsx | XLSX spreadsheet | |
| Attachment E - Drawings for Sample Task Order (3 of 5).pdf | ||
| Attachment D - Price Table for the Sample Task Order.xlsx | XLSX spreadsheet | |
| Attachment B - Key Personnel Resume Form.docx | DOCX document | |
| Solicitation W912UM-23-R-0002.pdf | ||
| Attachment E - Drawings for Sample Task Order (5 of 5).pdf | ||
| Attachment E - Drawings for Sample Task Order (4 of 5).pdf | ||
| Attachment E - Drawings for Sample Task Order (2 of 5).pdf | ||
| Attachment C - PWS for the Sample Task Order.pdf | ||
| Attachment A - Price Table (Basic IDIQ).xlsx | XLSX spreadsheet |
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DAVID.HOGAN
Snapshot
US Army Corps of Engineers ®
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100% CONTRACT DOCUMENTS
138218-20012 - GENERAL
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
GENERAL
G-001 138218-20012-G-001 COVER SHEET
G-011 138218-20012-G-011 INDEX OF DRAWINGS - SHEET 1 OF 2
G-012 138218-20012-G-012 INDEX OF DRAWINGS - SHEET 2 OF 2
G-021 138218-20012-G-021 STANDARD LEGENDS AND SYMBOLOGY
G-031 138218-20012-G-031 STANDARD ABBREVIATIONS
138218-20012 - SITE DESIGN
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
GENERAL
G-051 138218-20012--G-051 CIVIL GENERAL NOTES
G-061 138218-20012--G-061 CIVIL LEGEND
G-101 138218-20012--G-101 LOCATION PLAN
EXISTING CONDITIONS
EC-101 138218-20012--EC101 EXISTING CONDITIONS PLAN
GEOTECHNICAL
B-601 138218-20012--B-601 BORING LOGS - SHEET 1 OF 3
B-602 138218-20012--B-602 BORING LOGS - SHEET 2 OF 3
B-603 138218-20012--B-603 BORING LOGS - SHEET 3 OF 3
CIVIL DEMOLITION
CD-101 138218-20012--CD101 DEMOLITION PLAN 101
CD-501 138218-20012--CD501 DEMOLITION DETAILS - SHEET 1 OF 2
CD-502 138218-20012--CD502 DEMOLITION DETAILS - SHEET 2 OF 2
ELECTRICAL DEMOLITION
ED-101 138218-20012--CD101 ELECTRICAL DEMOLITION PLAN 101
CIVIL SITE
C-101 138218-20012--C-101 SITE PLAN 101
C-501 138218-20012--C-501 CIVIL DETAILS - SHEET 1 OF 6
C-502 138218-20012--C-502 CIVIL DETAILS - SHEET 2 OF 6
C-503 138218-20012--C-503 CIVIL DETAILS - SHEET 3 OF 6
C-504 138218-20012--C-504 CIVIL DETAILS - SHEET 4 OF 6
C-505 138218-20012--C-505 CIVIL DETAILS - SHEET 5 OF 6
C-506 138218-20012--C-506 CIVIL DETAILS - SHEET 6 OF 6
SITE LAYOUT
CL-101 138218-20012--C-501 SITE LAYOUT PLAN 101
GRADING AND DRAINAGE
CG-101 138218-20012--CG101 GRADING AND DRAINAGE PLAN 101
CG-501 138218-20012--CG501 GRADING AND DRAINAGE DETAILS - SHEET 1 OF 3
CG-502 138218-20012--CG502 GRADING AND DRAINAGE DETAILS - SHEET 2 OF 3
CG-503 138218-20012--CG503 GRADING AND DRAINAGE DETAILS - SHEET 3 OF 3
WATER UTILITIES
UW-101 138218-20012--UW101 COMBINED WATER, FIRE, SEWER, MECHANICAL AND GAS UTILITIES PLAN 101
UW-201 138218-20012--UW201 UTILITY PROFILES
UW-501 138218-20012--UW501 UTILITY DETAILS - SHEET 1 OF 6
UW-502 138218-20012--UW502 UTILITY DETAILS - SHEET 2 OF 6
UW-503 138218-20012--UW503 UTILITY DETAILS - SHEET 3 OF 6
UW-504 138218-20012--UW504 UTILITY DETAILS - SHEET 4 OF 6
UW-505 138218-20012--UW505 UTILITY DETAILS - SHEET 5 OF 6
UW-506 138218-20012--UW506 UTILITY DETAILS - SHEET 6 OF 6
SITE STRUCTURAL
XS-501 138218-20012--XS501 SITE STRUCTURAL DETAILS
SITE ELECTRICAL
XE-101 138218-20012--XE101 SITE ELECTRICAL PLAN 101
XE-501 138218-20012--XE501 ELECTRICAL SITE DETAILS - SHEET 1 OF 3
XE-502 138218-20012--XE502 ELECTRICAL SITE DETAILS - SHEET 2 OF 3
XE-503 138218-20012--XE503 ELECTRICAL SITE DETAILS - SHEET 3 OF 3
SITE TELECOMMUNICATIONS
XT-101 138218-20012--XT101 SITE TELECOMMUNICATIONS PLAN 101
XT-501 138218-20012--XT501 TELECOMMUNICATION SITE DETAILS
XT-601 138218-20012--XT601 TELECOMMUNICATIONS RISER DIAGRAM
FIRE PROTECTION
F-003 138218-20012--F-003 CODE COMPLIANCE PLAN 003
138218-20012A - FITNESS CENTER
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
ARCHITECTURE
A-001 138218-20012A-A-001 LEGENDS, SYMBOLS AND ABBREVIATIONS
A-101 138218-20012A-A-101 COMPOSITE FIRST FLOOR PLAN
A-102 138218-20012A-A-102 FIRST FLOOR PLAN - AREA A
A-103 138218-20012A-A-103 FIRST FLOOR PLAN - AREA B
A-104 138218-20012A-A-104 MECHANICAL MEZZANINE PLAN
A-105 138218-20012A-A-105 COMPOSITE ROOF PLAN
A-106 138218-20012A-A-106 ROOF PLAN - AREA A
A-107 138218-20012A-A-107 ROOF PLAN - AREA B
A-108 138218-20012A-A-108 FIRST FLOOR COMPOSITE REFLECTED CEILING PLAN
A-109 138218-20012A-A-109 FIRST FLOOR REFLECTED CEILING PLAN - AREA B
A-110 138218-20012A-A-110 FITNESS ROOM REFLECTED CEILING PLAN
A-111 138218-20012A-A-111 MECHANICAL MEZZANINE REFLECTED CEILING PLAN
A-121 138218-20012A-A-121 AIR BARRIER AND INSULATION PLANS, SECTIONS AND DETAILS
A-201 138218-20012A-A-201 COMPOSITE EXTERIOR ELEVATIONS
A-202 138218-20012A-A-202 EXTERIOR ELEVATIONS - SHEET 1 OF 3
A-203 138218-20012A-A-203 EXTERIOR ELEVATIONS - SHEET 2 OF 3
A-204 138218-20012A-A-204 EXTERIOR ELEVATIONS - SHEET 3 OF 3
A-301 138218-20012A-A-301 COMPOSITE BUILDING SECTIONS
A-302 138218-20012A-A-302 BUILDING SECTIONS - SHEET 1 OF 2
A-303 138218-20012A-A-303 BUILDING SECTIONS - SHEET 2 OF 2
A-304 138218-20012A-A-304 WALL SECTIONS - SHEET 1 OF 2
A-305 138218-20012A-A-305 WALL SECTIONS - SHEET 2 OF 2
A-401 138218-20012A-A-401 ENLARGED TOILET AND LOCKER ROOM PLAN AND INTERIOR ELEVATIONS - SHEET 1
OF 2
A-402 138218-20012A-A-402 ENLARGED TOILET AND LOCKER ROOM PLAN AND INTERIOR ELEVATIONS - SHEET 2
OF 2
A-403 138218-20012A-A-403 ENLARGED STAIR PLANS AND SECTIONS
A-404 138218-20012A-A-404 INTERIOR ELEVATIONS - SHEET 1 OF 2
A-405 138218-20012A-A-405 INTERIOR ELEVATIONS - SHEET 2 OF 2
A-501 138218-20012A-A-501 WALL DETAILS - SHEET 1 OF 2
A-502 138218-20012A-A-502 WALL DETAILS - SHEET 2 OF 2
A-503 138218-20012A-A-503 ROOF DETAILS - SHEET 1 OF 2
A-504 138218-20012A-A-504 ROOF DETAILS - SHEET 2 OF 2
A-505 138218-20012A-A-505 STAIR DETAILS
A-506 138218-20012A-A-506 WINDOW DETAILS - SHEET 1 OF 2
A-507 138218-20012A-A-507 WINDOW DETAILS - SHEET 2 OF 2
A-511 138218-20012A-A-511 DOOR DETAILS - SHEET 1 OF 2
A-512 138218-20012A-A-512 DOOR DETAILS - SHEET 2 OF 2
A-513 138218-20012A-A-513 MISCELLANEOUS DETAILS - SHEET 1 OF 2
A-514 138218-20012A-A-514 MISCELLANEOUS DETAILS - SHEET 2 OF 2
A-515 138218-20012A-A-515 PLAN DETAILS
A-520 138218-20012A-A-520 SIGNAGE SCHEDULE AND DIAGRAMS
A-521 138218-20012A-A-521 SIGNAGE DIAGRAMS
A-523 138218-20012A-A-523 FINISH DETAILS
A-601 138218-20012A-A-601 WALL AND PARTITION TYPES - SHEET 1 OF 2
A-602 138218-20012A-A-602 WALL AND PARTITION TYPES - SHEET 2 OF 2
A-603 138218-20012A-A-603 DOOR AND FRAME TYPES
A-604 138218-20012A-A-604 STORE FRONT AND ALUMINUM WINDOW TYPES
A-605 138218-20012A-A-605 DOOR SCHEDULE
A-610 138218-20012A-A-610 FINISH SCHEDULE
INTERIORS
I-101 138218-20012A-I-101 COMPOSITE FIRST FLOOR FF&E PLAN
I-102 138218-20012A-I-102 FIRST FLOOR - AREA A FF&E PLAN
I-103 138218-20012A-I-103 FIRST FLOOR - AREA B FF&E PLAN
I-601 138218-20012A-I-601 FF&E SCHEDULE
STRUCTURAL
S-001 138218-20012-S-001 STRUCTURAL GENERAL NOTES - SHEET 1 OF 3
S-002 138218-20012-S-002 STRUCTURAL GENERAL NOTES - SHEET 2 OF 3
S-003 138218-20012-S-003 STRUCTURAL GENERAL NOTES - SHEET 3 OF 3
S-004 138218-20012-S-004 STRUCTURAL ABBREVIATIONS AND SYMBOLS
S-011 138218-20012-S-011 WIND LOADING DIAGRAMS
S-012 138218-20012-S-012 FOUNDATION REACTION DIAGRAM
S-013 138218-20012-S-013 PRE-ENGINEERED BUILDING REACTIONS
S-101 138218-20012-S-101 COMPOSITE PILE LAYOUT PLAN
S-102 138218-20012-S-102 PILE LAYOUT PLAN - AREA A
S-103 138218-20012-S-103 PILE LAYOUT PLAN - AREA B
S-111 138218-20012-S-111 COMPOSITE FIRST FLOOR GRADE BEAM AND SLAB FRAMING PLAN
S-112 138218-20012-S-112 FIRST FLOOR GRADE BEAM AND SLAB FRAMING PLAN - AREA A
S-113 138218-20012-S-113 FIRST FLOOR GRADE BEAM AND SLAB FRAMING PLAN - AREA B
S-121 138218-20012-S-121 COMPOSITE MECHANICAL MEZZANINE FRAMING PLAN
S-123 138218-20012-S-123 MECHANICAL MEZZANINE FRAMING PLAN - AREA B
S-131 138218-20012-S-131 COMPOSITE ROOF PLAN
US Army Corps of Engineers ®
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C:\Users\patrick.barrett\Documents\138218-20012-G-FITCNTR_patrick.barrett.rvt6/9/2021 11:19:57 AM
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100% CONTRACT DOCUMENTS
138218-20012A - FITNESS CENTER CONTINUED
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
ELECTRICAL
E-001 138218-20012A-E-001 LEGEND, ABBREVIATIONS AND SYMBOLS
E-002 138218-20012A-E-002 FEEDER SIZING TABLES
E-101 138218-20012A-E-101 FIRST FLOOR COMPOSITE PLAN
E-102 138218-20012A-E-102 FIRST FLOOR LIGHTING PLAN - AREA A
E-103 138218-20012A-E-103 FIRST FLOOR LIGHTING PLAN - AREA B
E-104 138218-20012A-E-104 MECHANICAL MEZZANINE LIGHTING PLAN
E-105 138218-20012A-E-105 FIRST FLOOR POWER PLAN - AREA A
E-106 138218-20012A-E-106 FIRST FLOOR POWER PLAN - FLOOR BOX LAYOUT - AREA A
E-107 138218-20012A-E-106 FIRST FLOOR POWER PLAN - AREA B
E-108 138218-20012A-E-107 MECHANICAL MEZZANINE POWER PLAN
E-181 138218-20012A-E-181 GROUNDING PLAN
E-401 138218-20012A-E-401 ENLARGED POWER PLANS
E-501 138218-20012A-E-501 ELECTRICAL DETAILS - SHEET 1 OF 7
E-502 138218-20012A-E-502 ELECTRICAL DETAILS - SHEET 2 OF 7
E-503 138218-20012A-E-503 ELECTRICAL DETAILS - SHEET 3 OF 7
E-504 138218-20012A-E-504 ELECTRICAL DETAILS - SHEET 4 OF 7
E-505 138218-20012A-E-505 ELECTRICAL DETAILS - SHEET 5 OF 7
E-506 138218-20012A-E-506 ELECTRICAL DETAILS - SHEET 6 OF 7
E-507 138218-20012A-E-507 ELECTRICAL DETAILS - SHEET 7 OF 7
E-601 138218-20012A-E-601 POWER SINGLE-LINE DIAGRAM
E-602 138218-20012A-E-602 LUMINAIRE SCHEDULE
E-603 138218-20012A-E-603 PANEL SCHEDULES (MDPA AND SDPA)
E-604 138218-20012A-E-604 PANEL SCHEDULES (LPA1 AND CPA1)
E-605 138218-20012A-E-605 PANEL SCHEDULES (HPA1 AND HPA2)
E-606 138218-20012A-E-605 PANEL SCHEDULES (FPA1 AND PPA1)
E-607 138218-20012A-E-607 PANEL SCHEDULES (PPA2A AND PPA2B)
E-608 138218-20012A-E-608 PANEL SCHEDULES (PPA2C)
E-609 138218-20012A-E-607 MOTOR CONNECTION SCHEDULE
TELECOMMUNICATIONS
T-001 138218-20012A-T-001 LEGEND, ABBREVIATIONS AND SYMBOLS
T-101 138218-20012A-T-101 FIRST FLOOR COMPOSITE PLAN
T-102 138218-20012A-T-102 FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA A
T-103 138218-20012A-T-103 FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA B
T-104 138218-20012A-T-104 MECHANICAL MEZZANINE TELECOMMUNICATIONS PLAN
T-401 138218-20012A-T-401 ENLARGED TELECOMMUNICATIONS PLAN
T-501 138218-20012A-T-501 TELECOMMUNICATIONS DETAILS - SHEET 1 OF 8
T-502 138218-20012A-T-502 TELECOMMUNICATIONS DETAILS - SHEET 2 OF 8
T-503 138218-20012A-T-503 TELECOMMUNICATIONS DETAILS - SHEET 3 OF 8
T-504 138218-20012A-T-504 TELECOMMUNICATIONS DETAILS - SHEET 4 OF 8
T-505 138218-20012A-T-505 TELECOMMUNICATIONS DETAILS - SHEET 5 OF 8
T-506 138218-20012A-T-506 TELECOMMUNICATIONS DETAILS - SHEET 6 OF 8
T-507 138218-20012A-T-507 TELECOMMUNICATIONS DETAILS - SHEET 7 OF 8
T-508 138218-20012A-T-508 TELECOMMUNICATIONS DETAILS - SHEET 8 OF 8
T-601 138218-20012A-T-601 CAMERA SCHEDULE
138218-20012A - FITNESS CENTER CONTINUED
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
STRUCTURAL CONTINUED
S-501 138218-20012-S-501 TYPICAL CONCRETE DETAILS
S-502 138218-20012-S-502 TYPICAL PILE DETAILS
S-503 138218-20012-S-503 TYPICAL GRADE BEAM DETAILS
S-504 138218-20012-S-504 TYPICAL CONCRETE SLAB DETAILS - SHEET 1 OF 2
S-505 138218-20012-S-505 TYPICAL CONCRETE SLAB DETAILS - SHEET 2 OF 2
S-506 138218-20012-S-506 FOUNDATION DETAILS
S-507 138218-20012-S-507 CONCRETE SLAB DETAILS
S-511 138218-20012-S-511 TYPICAL CMU DETAILS - SHEET 1 OF 2
S-512 138218-20012-S-512 TYPICAL CMU DETAILS - SHEET 2 OF 2
S-521 138218-20012-S-521 TYPICAL STEEL FRAMING DETAILS
S-522 138218-20012-S-522 TYPICAL DECKING DETAILS
S-523 138218-20012-S-523 STEEL FRAMING DETAILS - SHEET 1 OF 2
S-524 138218-20012-S-524 STEEL FRAMING DETAILS - SHEET 2 OF 2
S-531 138218-20012-S-531 STAIR DETAILS
S-601 138218-20012-S-601 CONCRETE GRADE BEAM SCHEDULE
FIRE PROTECTION
F-001 138218-20012-FX002 CODE SUMMARY PLAN
F-002 138218-20012-FX101 LIFE SAFETY PLAN
FA001 138218-20012-FA001 FIRE ALARM LEGEND, ABBREVIATIONS AND SYMBOLS
FA101 138218-20012-FA101 FIRE ALARM PLAN - AREA A
FA102 138218-20012-FA602 FIRE ALARM PLAN - AREA B & MEZZANINE
FA501 138218-20012-FA601 FIRE ALARM DETAILS
FA601 138218-20012-FA501 FIRE ALARM RISER DIAGRAM
FA602 138218-20012-FA502 FIRE ALARM MATRIX
FX001 138218-20012-FX001 FIRE PROTECTION LEGEND, ABBREVIATIONS AND SYMBOLS
FX101 138218-20012-FX101 HAZARD CLASSIFICATION PLAN
FX102 138218-20012-FX102 FIRE SPRINKLER PLAN - AREA A
FX103 138218-20012-FX103 FIRE SPRINKLER PLAN - AREA B & MEZZANINE
FX301 138218-20012-FX301 FIRE SPRINKLER SECTION VIEWS
FX401 138218-20012-FX401 ENLARGED MECHANICAL ROOM PLAN
FX501 138218-20012-FX601 FIRE PROTECTION DETAILS - SHEET 1 OF 2
FX502 138218-20012-FX602 FIRE PROTECTION DETAILS - SHEET 2 OF 2
PLUMBING
P-001 138218-20012A-P-001 LEGEND, ABBREVIATIONS AND SYMBOLS
P-101 138218-20012A-P-101 COMPOSITE FIRST FLOOR PLAN
P-102 138218-20012A-P-102 BELOW SLAB PLAN - AREA B
P-401 138218-20012A-P-401 ENLARGED MECHANICAL ROOM PLAN
P-402 138218-20012A-P-402 ENLARGED FIRST FLOOR PLAN - AREA B
P-501 138218-20012A-P-501 PLUMBING DETAILS - SHEET 1 OF 2
P-502 138218-20012A-P-502 PLUMBING DETAILS - SHEET 2 OF 2
P-601 138218-20012A-P-601 PLUMBING SCHEDULES
P-701 138218-20012A-P-701 WATER RISER DIAGRAM
P-702 138218-20012A-P-702 GAS RISER DIAGRAM
P-703 138218-20012A-P-703 SANITARY AND VENT ISOMETRIC
MECHANICAL
M-001 138218-20012A-M-001 LEGENDS, ABBREVIATIONS, SYMBOLS AND GENERAL NOTES
M-101 138218-20012A-M-101 COMPOSITE FIRST FLOOR PLAN
M-102 138218-20012A-M-102 FIRST FLOOR PLAN - AREA B
M-103 138218-20012A-M-103 COMPOSITE MEZZANINE LEVEL PLAN
M-104 138218-20012A-M-104 FLOOR PLAN - MEZZANINE LEVEL PLAN - AREA A
M-105 138218-20012A-M-105 FLOOR PLAN - MEZZANINE LEVEL PLAN - AREA B
M-401 138218-20012A-M-401 ENLARGED MECH ROOM PLAN - A110
M-501 138218-20012A-M-501 MECHANICAL DETAILS - SHEET 1 OF 4
M-502 138218-20012A-M-502 MECHANICAL DETAILS - SHEET 2 OF 4
M-503 138218-20012A-M-503 MECHANICAL DETAILS - SHEET 3 OF 4
M-504 138218-20012A-M-504 MECHANICAL DETAILS - SHEET 4 OF 4
M-601 138218-20012A-M-603 MECHANICAL SCHEDULES - SHEET 1 OF 2
M-602 138218-20012A-M-602 MECHANICAL SCHEDULES - SHEET 2 OF 2
M-701 138218-20012A-M-701 CONTROL SCHEMATICS - SHEET 1 OF 13
M-702 138218-20012A-M-702 CONTROL SCHEMATICS - SHEET 2 OF 13
M-703 138218-20012A-M-703 CONTROL SCHEMATICS - SHEET 3 OF 13
M-704 138218-20012A-M-704 CONTROL SCHEMATICS - SHEET 4 OF 13
M-705 138218-20012A-M-705 CONTROL SCHEMATICS - SHEET 5 OF13
M-706 138218-20012A-M-706 CONTROL SCHEMATICS - SHEET 6 OF 13
M-707 138218-20012A-M-707 CONTROL SCHEMATICS - SHEET 7 OF 13
M-708 138218-20012A-M-708 CONTROL SCHEMATICS - SHEET 8 OF 13
M-709 138218-20012A-M-709 CONTROL SCHEMATICS - SHEET 9 OF 13
M-710 138218-20012A-M-710 CONTROL SCHEMATICS - SHEET 10 OF 13
M-711 138218-20012A-M-711 CONTROL SCHEMATICS - SHEET 11 OF 13
M-712 138218-20012A-M-712 CONTROL SCHEMATICS - SHEET 12 OF !3
M-713 138218-20012A-M-713 CONTROL SCHEMATICS - SHEET 13 OF !3
M-714 138218-20012A-M-714 CHILLED WATER PIPING SYSTEM SCHEMATICS
M-715 138218-20012A-M-715 HOT WATER PIPING SYSTEM SCHEMATICS
DRAWING AREA
TITLE TEXT SIZE
ISSUE BLOCK ONLY
SHEET ID BLOCK
6 mm FOR SUBTITLES AND TITLES
3 mm FOR DIMENSIONS, NOTES, CALLOUTS, TABLE/SCHEDULE TEXT AND GENERAL TEXT
NOTE TEXT SIZE
A
AMENDMENT NUMBER
COP LETTER
MMDDYY
MMDDYY
MMDDYY
MMDDYY
2.5 mm FOR REVISION TEXT
2.5 mm FOR ISSUE TEXTXX%
10%
DESIGN SUBMITTAL
BORDER SUBMITTAL
SHEET ID
X-101
3 mm SHEET ID TEXT
3 mm FACILITY DESIGNATOR TEXT 5 mm SHEET NUMBER TEXT 3 mm VARAIBLE TEXT
SYMBOLS
GENERAL REFERENCE
CL
TEXT ATTRIBUTES
Ø
PL
X
X-XXX
X
X-XXX
X
X-XXX
X
X-XXX
XXXXX
W 1
1t
X
ROUGH FLOOR ELEVATION
IN PLAN
FINISH FLOOR ELEVATION
IN PLAN
ELEVATION SYMBOL IN
SECTION AND ELEVATION
COLUMN GRIDLINE
CENTERLINE ID
PLUS OR MINUS
DIAMETER
ELEVATION MARKER
PLATE LINE ID
ANGLE
PLUS
KEY PLAN HATCHING
KEY PLAN ID
RGH FL ELEV
FIN 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
X View Name View ScaleX-XXX
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
X
X-XXX
X
XX
X
X-XXX
X
TYPICAL
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
A
X-XXX
X-XXX
X-XXX
X-XXX
X-XXX
X-XXX
X
-- (X)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S D
R
AW
N B
Y:
D
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SU
BM
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C H
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AN
SI
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IS
SU
E D
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C O
N
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AC
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N O
SO
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N N
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3 4 5 6 7 8 9 10
F
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D
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B
A
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D
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C R
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UNCLASSIFIED / FOR OFFICIAL USE ONLYFile Path:Plot Date:
SEAL
Plot Scale:
6/ 9/
2 0
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C:\Users\patrick.barrett\Documents\138218-20012-G-FITCNTR_patrick.barrett.rvt6/9/2021 11:19:59 AM
G-021
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100% CONTRACT DOCUMENTS
@ 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
BDA BI-DIRECTIONAL AMPLIFIERS
BF BOTH FACES, BLIND FLANGE
BFP BACKFLOW PREVENTER
BLDG BUILDING
BM BENCHMARK
BMS BALANCE MAGNETIC SW ITCH
BOL BOLLARD
BRKR BREAKER
BSP BLACK STEEL PIPE
BT BATHTUB
BTW P BALLANCE TW ISTED 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 W ATER RETURN
CHS CHILLED W ATER 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 CALKING
CLR CLEAR
cm CENTIMETER cm 2 CENTIMETER SQUARED cm 3 CUBIC CENTIMETER cm/s CUBIC CENTIMETER PER SECOND
CMH COMMUNICATIONS MANHOLE
CMP CORRUGATED METAL PIPE
CMT COMPOSITE MAINTENANCE TRAINER
CMU CONCRETE MASONRY UNIT
CO CLEANOUT, CONDUIT ONLY
COL COLUMN
COMM COMMUNICATIONS
COMPR COMPRESSOR
CONC CONCRETE
COND CONDENSER, CONDENSATE
CONSTR CONSTRUCTION
CONT CONTINUE, CONTINUOUS
CONTR CONTRACTOR
COR CONTRACTING OFFICER’S
REPRESENTATIVE, CORNER,
CHANGE ORDER REQUEST
CORR CORRIDOR
CPO CHIEF PETTY OFFICER
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 W ATER
DAS DATA ACQUISTION SYSTEM
DBL DOUBLE
DBP DISTRIBUTION PANEL
DCW DOMESTIC COLD W ATER
DEG C, °C DEGREES CELSIUS
DF DRINKING FOUNTAIN
DFAC DINING FACILITY
dg DECIGRAM
DG DOOR GRILL
DH DUCT HEATER
DHW DOMESTIC HOT W ATER
DI DROP INLET, DRAIN INLET,
DISCRETE INPUT
DIA DIAMETER
DIP DUCTILE IRON PIPE
dL DECILITER
DL DEAD LOAD, DIESEL
dm DECIMETER
DN DOW N
DO DISCRETE OUTPUT
DOCS DOCUMENTS
DP DEW POINT, DIFFERENTIAL
PRESSURE
DR DOOR, DOUBLE RIB
DV DISTINGUISHED VISITORS
DW DOMESTIC W ATER
DW G DRAW ING
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
EMH ELECTRICAL MANHOLE
EMT ELECTRICAL METALLIC TUBING,
EMERGENCY MEDICAL TECHNICIAN
EMCS ENERGY MONITORING AND CONTROL
SYSTEM
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 W AY, EFFLUENT W ATER
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION, EXPLOSION PROOF
EXST GR EXISTING GRADE
EXT EXTERIOR
F/B FROM FLOOR BELOW
FA FIRE ALARM, FRESH AIR
FAC FORW ARD 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
FFLE 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 FORW ARD OPERATING BASE
FOC FACE OF CURB
FP FIRE PROTECTION
FS FLOOR SINK
FSS FLOW SW ITCH
FSR FUEL STORAGE RECOVERY
FT FEET
FTP FUEL TRANSFER PUMP
FTR FINNED TUBE RADIATION
FUT FUTURE
FVNR FULL VOLTAGE NON-REVERSING
FXD FIXED
G GIRDER, GROUND
GA GAGE
GB GROUND BAR
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERAL, GENERATOR
GFGI GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
G LN GAS LINE
GL GLASS
GLZD GLAZED
GM GAS METER
GND GROUND
GR GROSS, GRADE
GRL GRILLE
GRTG GRATING
GTV GATE VALVE
GW GUY W IRE
GYP BD GYPSUM W ALL 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 HARDW ARE
HDW L HEADW ALL
HGR HANGER
HT HEIGHT
hL HECTOLITER hm HECTOMETER
HM HOLLOW METAL
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
HRS HEAT RECOVERY SUPPLY
HV HIGH VOLTAGE
HW HOT W ATER
HW C HOT W ATER CIRCULATION
HW CP HOT W ATER CIRCULATION PUMP
HW P HOT W ATER PUMP
HW R HEATING W ATER RETURN
HW S HEATING W ATER SUPPLY
HEX HEAT EXCHANGER
Hz HERTZ
ID INSIDE DIAMETER
IE INVERT ELEVATION
IF INSULATING FLANGE
INSUL INSULATION
INSTR INSTRUMENT/INSTRUCTOR
INT INTERIOR
INV INVERT
ITN INFORMATION TECHNICAL NODE
JCT JUNCTION
JOH JAMB OPENING HEIGHT
JOW JAMB OPENING W IDTH
JR JOINT REINFORCING
JT JOINT
k KILO
K KELVIN
kcal KILOCALORIE kcmil THOUSAND CIRCULAR MILLS kg KILOGRAM kHz KILOHERTZ kL KILOLITER km KILOMETER km 2 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
LLA LOW LEVEL ALARM
LM LUMEN
LINTL LINTEL
LP LIGHT POLE
LPT LOW POINT
LPW LUMENS PER W ATT
LRA LOCKED ROTOR AMPS
LSA LIFE SUPPORT AREA
LSO LANDING SIGNAL OFFICER
LT LEFT
LTG LIGHTING
LV LOW VOLTAGE
LVR LOUVER
m METER m2 SQUARE METER m3 CUBIC METER m3/S CUBIC METER PER SECOND m/S METER PER SECOND
M MEN
mA MILLIAMPERE
MA MEDICAL AIR
MACH MACHINE
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
MFG MANUFACTURING
MH MANHOLE
MHO MAGNETIC HOLD OPEN
MHz MEGAHERTZ
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
mm MILLIMETER mm 2 SQUARE MILLIMETER mm 3 CUBIC MILLIMETER
MO MASONRY OPENING
MPa MEGA PASCAL
MON MONITOR, MONUMENT
ms MILLISECOND
MS MOP SINK
MTG MOUNTING
MTL METAL
MTS MANUAL TRANSFER SW ITCH
mV MILLIVOLT
MVA MEGAVOLT-AMPERE
mW MILLIW ATT
MW MONITORING W ELL, MEGAW ATT
MW h MEGAW ATT HOUR
MW R MORALE, W ELFARE &
RECREATION
N NORTH, NORTHING, NEW TON
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 PASCAL
PA PUBLIC ADDRESS
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
PERF PERFORATED, PERFORM
PET PROTECTED ENTRANCE TERMINAL
PH PHASE, PENTHOUSE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE, PIVOTED
PL PROPERTY LINE, PLATE
PL PROPERTY LINE, PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLG PILING
PNL PANEL
POC POINT ON CURVE
POT POINT OF TANGENCY
PP POW ER POLE, POW ER PANEL,
POLYPROPYLENE
PR PAIR, PIPE RAIL
PRCST PRECAST
PRV PRESSURE REGULATING VALVE
PS CONC PRESTRESSED CONCRETE
PS 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
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
REQD REQUIRED
REPS REPRESENTATIVES
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 W AY
RPM REVOLUTIONS PER MINUTE
RR RETURN REGISTER, ROOF ROLLING,
RAILROAD
RS REFRIGERANT SUCTION
RT RIGHT
RTU ROOF TOP UNIT
RW RAW W ATER, ROADW AY
S SOUTH
SV STACK VENT
SA SUPPLY AIR
SAN SANITARY SEW ER
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 SHOW ER
SHT SHEET, SHAFT
SIG SIGNAL
SIM SIMILAR
SK SINK, SKETCH
SLDG SLIDING
SP STATIC PRESSURE, SUMP
SPA SPACE
SPEC SPECIFICATIONS
SPCL SPECIAL
SPO DUCTLESS SPLIT UNIT OUTSIDE
SQ SQUARE
SS SANITARY SEW ER
SSD SUBSURFACE DRAIN
SST STAINLESS STEEL
ST STORM W ATER
STA STATION
STD STANDARD
STFT STOREFRONT
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
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
TG TRANSFER GRILLE
TGP TEMPORARY GENERATOR PAD
TFA TO FLOOR ABOVE
TFB TO FLOOR BELOW
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 W ALL
TS TEMPERATURE SW ITCH
TR TELECOMMUNICATION ROOM
TRANS TRANSOM, TRANSPARENT
TS & V TAPPING SLEEVE AND VALVE
TV TELEVISON
TW TREATED W ATER
TYP TYPICAL
UGND UNDERGROUND
UH UNIT HEATER
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERW ISE
UOP UNLESS OTHERW ISE NOTED
UP UTILITY POLE
UPS UNINTERRUPTIBLE POW ER 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
VRLY VOLTAGE RELAY
VPC VERTICAL POINT OF CURVE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
VS VENT STACK, VOLTMETER SW ITCH
VSA VEHICLE SECURITY AREA
VTR VENT THRU ROOF
W / W ITH
W /O W ITHOUT
W B W ET BULB, W OOD BASE
W C W ATER CLOSET, W ALL COVERING
W CC W ATER COOLING COIL
W CO W ALL CLEANOUT
W FLX W EATHERPROOF FLEXIBLE CONDUIT
W HM W ATT HOUR METER
W DB W ATER DISTRIBUTION BOX
W G W ATER GAUGE
W GL W IRED GLASS
W H W ALL HYDRANT
W HS W AREHOUSE
W L W ATER LINE, W IND LOAD
W LT W EAPON LOAD TRAINER
W M W ATER METER
W S W ATER SOFTENER
W SEL W ATER SURFACE ELEVATION
W ST W ATER STORAGE TANK
W TS W ATERSTOP
W TT W EAPONS TACTICAL TRAINER
W V W ATER VALVE
XFMR TRANSFORMER
YCO YARD CLEANOUT
YH YARD HYDRANT
YR YEAR
NOTES:
1. THE LIST OF ABBREVIATIONS IS SHOW N 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 LOW ERCASE LETTERS
OR SUPERSCRIPTS.
3. REFER TO THE GENERAL LEGEND ON SHEET G-021.
STANDARD ABBREVIATION LIST
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S D
R
AW
N B
Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
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D B
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100% CONSTRUCTION DOCUMENTS
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GENERAL NOTES:
1. THE ORIGINAL SURVEY WAS CONDUCTED ON OCTOBER 13,
2017, UPDATED JUNE 19, 2020, AND PROVIDED TO TETRA TECH
BY THE USACE - FAR EAST DISTRICT ON JUNE 20, 2020.
2. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL FIELD VERIFY ALL FEATURES AND
DIMENSIONS AS SHOWN ON THE DRAWINGS PRIOR TO START
OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT
IMMEDIATELY TO THE ATTENTION OF THE CONTRACTING
OFFICER.
4. REFER TO PROJECT SPECIFICATIONS FOR REFERENCES,
MATERIALS, SUBMITTAL REQUIREMENTS, AND PROJECT
EXECUTION.
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. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL
NECESSARY PROTECTIVE DEVICES DURING CONSTRUCTION
FOR THE PROTECTION AND SAFETY OF THE PUBLIC TO
INCLUDE MILITARY TRAFFIC AND OPERATION.
7. THE CONTRACTOR SHALL PERFORM ALL WORK IN
ACCORDANCE WITH USACE SAFETY AND HEALTH
REQUIREMENTS MANUAL EM 385-1-1 LATEST EDITION.
8. GEOTECHNICAL INVESTIGATIONS, INCLUDING THE
ADVANCEMENT OF SIX (6) BOREHOLES, WERE CONDUCTED BY
USACE-FED OCTOBER 21 THROUGH 30, 2020. THE RESULTS ARE
SUMMARIZED IN "FOUNDATION RECOMMENDATIONS AND
PAVEMENT DESIGN REPORT." THE BORING LOGS ARE
INCLUDED ON SHEETS B-601-603 OF THESE DRAWINGS.
SITE PREPARATION/DEMOLITION NOTES:
1. ALL WORK BY THE CONTRACTOR SHALL BE DONE WITHIN THE
LIMITS OF WORK UNLESS OTHERWISE SHOWN ON THE PLANS
OR APPROVED IN WRITING.
2. ALL EXISTING UTILITIES, STRUCTURES, AND SITE FEATURES
NOT SCHEDULED FOR DEMOLITION SHALL BE MAINTAINED IN
GOOD CONDITION. SHOULD A FEATURE NOT CALLED FOR
DEMOLITION BE DISTURBED, IT SHALL BE IMMEDIATELY
RESTORED TO ITS ORIGINAL OR BETTER CONDITION AS
DETERMINED BY THE CONTRACTING OFFICER AT THE
CONTRACTOR'S EXPENSE.
3. ALL EXISTING UTILITIES, STRUCTURES, AND SITE FEATURES
MAY NOT BE SHOWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR
CONSTRUCTION ACTIVITIES AND CONSTRUCTION OF SITE
IMPROVEMENTS AS NECESSARY WHETHER SHOWN OR NOT.
4. LIMITS OF REMOVAL ARE APPROXIMATE. THESE LIMITS MAY BE
EXPANDED OR REDUCED DEPENDENT ON EXISTING SITE
CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DEMOLITION REQUIRED FOR CONSTRUCTION ACTIVITIES AND
CONSTRUCTION OF SITE IMPROVEMENTS AS NECESSARY
WHETHER SHOWN OR NOT. CONTRACTOR SHALL COORDINATE
FINAL LIMITS OF WORK WITH CONTRACTING OFFICER.
5. CONTRACTOR TO ENSURE ANY EXISTING ASPHALT OR
CONCRETE PAVEMENT DISTURBED DURING CONSTRUCTION
ACTIVITIES IS TO BE REPLACED IN KIND. DAMAGED PAVEMENT
SHALL BE REMOVED TO FULL DEPTH AND REPLACED WITH
MATERIALS MATCHING THE EXISTING PAVEMENT SECTION
DEPTHS.
6. UNIDENTIFIED UTILITY/DRAINAGE CONFLICTS SHALL BE
BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR
DIRECTION PRIOR TO CONSTRUCTION ACTIVITIES.
7. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF
ADJACENT FACILITIES SHALL BE KEPT TO A MINIMUM. ANY
INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS
SHALL BE COORDINATED WITH AFFECTED AGENCIES AND
PARTIES VIA THE CONTRACTING OFFICER PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES THAT WILL CAUSE INTERRUPTION .
8. CONSTRUCTION DEBRIS, INCLUDING BROKEN PAVEMENT,
SHALL BE REMOVED WEEKLY AND TRANSPORTED TO A
DISPOSAL AREA OFFSITE AT CONTRACTOR'S EXPENSE. ALL
DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE
KOREAN ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL
GOVERNING STANDARDS FOR KOREA, USFK 201-1.
9. CONTRACTOR SHALL ROUGH GRADE AND STABILIZE ALL AREAS
DISTURBED DUE TO DEMOLITION ACTIVITIES. SEE LANDSCAPE
PLAN FOR FINISH OF NON PAVEMENT SURFACE TREATMENT.
10. CONTRACTOR SHALL PERFORM A RADON TEST PRIOR TO
COMMENCING EARTH MOVING ACTIVITIES, AND UPON FINAL
COMPLETION OF THE PROJECT. CONTRACTOR SHALL
IMMEDIATELY PROVIDE ASSESSMENT REPORTS TO THE
CONTRACTING OFFICER.
PRE-CONSOLIDATION NOTES:
1. THE CONSOLIDATION ZONE IS IDENTIFIED ON CG-101. THE
CONTRACTOR SHALL PLACE FILL AS REQUIRED TO RAISE THE
EXISTING GRADE TO MEET THE PROPOSED FINISH GRADE
WITHIN THE CONSOLIDATION ZONE AS SOON AS PRACTICAL.
THE CONTRACTOR SHALL DELAY ANY UTILITY WORK WITHIN
THIS ZONE FOR A MINIMUM OF TWO MONTHS AFTER THE FILL
HAS BEEN PLACED.
2. THE CONTRACTOR SHALL INSTALL SETTLEMENT PLATES AS
DIRECTED ON CG-101 TO MONITOR THE SURFACE ELEVATION
OVER A TWO MONTH PERIOD.
3. A JOINT SURVEY WITH BOTH THE CONTRACTOR'S AND
GOVERNMENT'S SURVEY TEAMS WILL BE PERFORMED AFTER
THE PLATE INSTALLATION AND PRIOR TO THE PLACEMENT OF
THE FILL; AT THE ESTIMATED MID-POINT OF THE
CONSOLIDATION PERIOD; AND AT THE END OF THE
CONSOLIDATION PERIOD. THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER'S REPRESENTATIVE WHEN THE
JOINT-SURVEYS ARE TO BE PERFORMED.
4. AFTER THE TWO MONTH PERIOD, THE CONTRACTOR SHALL
COMMENCE ALL NECESSARY CONSTRUCTION ACTIVITIES
WITHIN THE CONSOLIDATION ZONE INCLUDING BUT NOT
LIMITED TO INSTALLING FILL TO TO MEET FINISH GRADE.
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT AN
EROSION CONTROL PLAN IN ACCORDANCE WITH
SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL
CONTROLS. PLAN SHALL INCLUDE DUST MITIGATION
MEASURES.
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. TEMPORARY EROSION CONTROL MEASURES MAY INCLUDE THE
USE OF SEDIMENT BARRIERS (SILT FENCE, STRAW BALES, AND
STRAW WATTLES), STABILIZED CONSTRUCTION EXIT, INLET
PROTECTION, AND TEMPORARY SEEDING AND MULCHING.
PERMANENT EROSION CONTROL MEASURES INCLUDE THE USE
OF PERMANENT SEEDING.
4. AN AREA SHALL BE CONSIDERED STABLE (NOT SUSCEPTIBLE
TO EROSION) IF ONE OF THE FOLLOWING HAS OCCURRED:
4.a. BASE COURSE GRAVEL HAS BEEN INSTALLED IN AREAS TO
BE PAVED.
4.b. A MINIMUM OF 90% VEGETATIVE GROWTH HAS BEEN
ESTABLISHED.
4.c. A MINIMUM OF 75 mm OF NON-EROSIVE MATERIAL SUCH AS
STONE OR RIP-RAP HAS BEEN INSTALLED.
4.d. EROSION CONTROL BLANKETS HAVE BEEN INSTALLED.
5. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET
FIELD CONDITIONS AT THE TIME OF AND DURING ALL PHASES
OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO AND
IMMEDIATELY AFTER ANY GRADING OR DISTURBANCE OF
EXISTING SURFACE MATERIAL ON THE SITE.
6. 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.
7. 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.
8. THE CONTRACTOR SHALL PREVENT MUD/MATERIAL FROM
BEING TRACKED OFF SITE.
9. ALL STOCKPILES SHALL BE PROTECTED AND LOCATED WITHIN
THE LIMIT OF WORK. SOIL STOCKPILES SHALL BE PROTECTED
FROM CONTACT WITH PERIMETER SEDIMENT BARRIERS. A
COVER (TARP) OR APPROPRIATE TEMPORARY STABILIZATION
SHOULD BE PROVIDED TO MINIMIZE SEDIMENT EROSION.
STOCKPILES THAT WILL BE EXPOSED FOR LONGER THAN 14
CALENDAR DAYS SHALL BE SEEDED OR OTHERWISE
STABILIZED WITH MORE PERMANENT METHODS. ALL
STOCKPILE LOCATIONS SHALL BE APPROVED AND MANAGED
PER SPECIFICATION SECTION 31 00 00.
10. 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.
11. ALL DEBRIS GENERATED DURING SITE PREPARATION
ACTIVITIES SHALL BE LEGALLY DISPOSED OF OFF-SITE.
12. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND LEGAL
DISPOSAL OF ALL EROSION AND SEDIMENT CONTROLS AT THE
COMPLETION OF CONSTRUCTION.
INSPECTION AND MAINTENANCE
1. EROSION CONTROL SYSTEMS SHALL BE INSPECTED WEEKLY
AND AFTER ALL STORM EVENTS WITHIN 24 HOURS. ALL
INSPECTIONS SHALL BE PERFORMED BY PERSONS
EXPERIENCED IN AND FAMILIAR WITH EROSION AND SEDIMENT
CONTROL BEST MANAGEMENT PRACTICES. THE CONTRACTOR
SHALL REMOVE ACCUMULATED SEDIMENT AND REPAIR THE
EROSION CONTROL SYSTEMS AS DETERMINED DURING THE
INSPECTION TO ORIGINAL CONDITION WITHIN THREE (3) DAYS
OF INSPECTION.
2. ALL SILT OR DEBRIS DISCOVERED IN DRAINAGE FACILITIES
WITHIN THE LIMIT OF WORK SHALL BE REMOVED. THE
DRAINAGE FACILITY AND SOURCE OF DEBRIS SHALL BE
RESTORED AT THE CONTRACTOR'S EXPENSE.
3. DOCUMENT INSPECTIONS IN A REPORT (LOG), INCLUDING THE
FOLLOWING:
3.a. DATE;
3.b. NAME(S) AND QUALIFICATIONS OF THE PERSONNEL
MAKING THE INSPECTION;
3.c. WEATHER AND DESCRIPTION OF ANY DISCHARGE
OCCURRING AT THE TIME OF INSPECTION;
3.d. LOCATION OF ANY DISCHARGE OF SEDIMENT OR
POLLUTANTS;
3.e. BMPS THAT NEED TO BE MAINTAINED;
3.f. BMPS THAT FAILED OR OTHERWISE PROVED INADEQUATE;
3.g. LOCATION WHERE ADDITIONAL BMPS ARE NEEDED;
3.h. REQUIRED CORRECTIVE ACTION; AND 3.i. CORRECTIVE ACTIONS TAKEN INCLUDING THE DATE THE
CORRECTIVE ACTION WAS TAKEN.
4. ANY SEDIMENT TRACKED OUTSIDE LIMIT OF WORK SHALL BE
SWEPT AT THE END OF EACH WORKING DAY. CAUSE SHALL BE
INVESTIGATED AND CORRECTED TO PREVENT
REOCCURRENCE.
5. MAINTAIN EROSION CONTROL MEASURES UNTIL PERMANENT
STABILIZATION OF UPGRADIENT SITE AREA IS ESTABLISHED.
STABILIZED PORTIONS OF THE SITE SHALL BE INSPECTED AT
LEAST ONCE PER MONTH.
6. REMOVE TEMPORARY EROSION CONTROL MEASURES WITHIN
30 DAYS AFTER POTENTIAL SOURCE OF EROSION HAS BEEN
PERMANENTLY STABILIZED. REMOVE ANY ACCUMULATED
SEDIMENTS AND STABILIZE ALL DISTURBED AREAS.
CONSTRUCTION PHASING
1. CONTRACTOR SHALL PROTECT AND MAINTAIN DRAINAGE
FEATURES WITHIN THE LIMITS OF WORK AND AREAS IMPACTED
BY CONSTRUCTION OPERATIONS.
2. STABILIZE ROADWAYS AND PARKING AREAS WITHIN 72 HOURS
OF ACHIEVING FINISH GRADE.
SITE LAYOUT NOTES:
1. ALL ENCLOSURES, UNLESS OTHERWISE SHOWN, SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
SPECIFICATION SECTION. A MINIMUM OF 1 METER CLEARANCE
ON ALL SIDES AND ABOVE THE TALLEST ELEMENT OF EACH
UNIT SHALL BE PROVIDED. ALL DIMENSIONS SHOWN ON THE
SITE PLAN ARE REPRESENTATIVE OF SPECIFIC EQUIPMENT
SELECTED DURING THE DESIGN PROCESS. THE CONTRACTOR
SHALL DETERMINE THE ACTUAL CONCRETE PAD DIMENSIONS
BASED ON THE SELECTED AND APPROVED EQUIPMENT
INSTALLATION.
2. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION
INFORMATION.
GRADING AND DRAINAGE NOTES:
1. SET FINISH GRADE ELEVATION AROUND BUILDINGS AT A
MINIMUM OF 150 mm BELOW FINISH FLOOR UNLESS OTHERWISE
NOTED.
2. SITE GRADING SHALL SLOPE AWAY FROM BUILDINGS TO
PREVENT WATER FROM ACCUMULATING NEAR FOUNDATION.
SITE GRADING SHALL DIRECT SURFACE RUNOFF TO A
SUITABLE LOCATION AND SHALL NOT CREATE NUISANCE
PONDING OR EROSIVE CONDITIONS.
UTILITY NOTES:
1. THE LOCATION, SIZE, MATERIAL, AND ELEVATION OF ALL
UNDERGROUND UTILITIES ARE BASED ON THE BEST AVAILABLE
INFORMATION, AND MAY NOT REFLECT THE ACTUAL FIELD
CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE LOCATIONS, SIZES, AND INVERTS OF ALL
EXISTING UTILITIES AND SHALL PROTECT IN PLACE, UNLESS
OTHERWISE NOTED. THE CONTRACTOR SHALL IMMEDIATELY
REPORT ANY UNMARKED UTILITIES DISCOVERED DURING
CONSTRUCTION TO THE CONTRACTING OFFICER.
2. WHERE PROPOSED UTILITIES ARE TO CROSS EXISTING
UTILITIES, CONTRACTOR SHALL FIELD LOCATE AND PROTECT IN
PLACE THE EXISTING UTILITY. THE CONTRACTOR SHALL
REPORT ANY CONFLICTS/ AND OR DISCREPANCIES TO THE
CONTRACTING OFFICER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROTECTION OF ALL UTILITY LINES DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE ESPECIALLY CAREFUL WHEN
EXCAVATING BEHIND WATER LINES, TEES AND BENDS
WHEREVER THERE IS A POSSIBILITY OF WATER LINE
MOVEMENT DUE TO REMOVAL OF THE SUPPORTING EARTH
BEYOND THE EXISTING REACTION BLOCKS.
4. NO TRENCH OR STRUCTURE SHALL BE BACKFILLED PRIOR TO
CONTRACTING OFFICER APPROVAL.
5. 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.
6. DRAIN PIPES SHALL MAINTAIN A MINIMUM COVER OF 650 mm.
SEWER PIPES SHALL MAINTAIN A MINIMUM COVER OF 1.2 m, AND WATER PIPES SHALL MAINTAIN A MINIMUM COVER OF 1.5 m.
7. ALL PIPE SIZES ARE IN MILLIMETERS.
8. PIPE LENGTHS ARE CALCULATED FROM CENTER OF
STRUCTURE TO 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.
9. 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.
10. PER THE "FOUNDATION RECOMMENDATIONS AND PAVEMENT
DESIGN REPORT," THE RECORDED HIGH WATER ELEVATION IS
0.00. THE CONTRACTOR SHALL PERFORM BUOYANCY
CALCULATIONS ON ALL UNDERGROUND STRUCTURES.
11. REFER TO SPECIFICATIONS FOR PIPE DISINFECTION,
PRESSURE TESTING, AND LEAK TESTING.
12. ALL GRAVITY PIPES TAKE PRIORITY OVER PRESSURE PIPE AND
CONDUIT. WHERE UTILITY CROSSINGS OF GRAVITY PIPE AND
PRESSURE PIPE OR CONDUIT ARE SHOWN ,THE CONTRACTOR
SHALL INSTALL VERTICAL BENDS IN THE PRESSURE PIPE OR
CONDUIT TO MAINTAIN THE APPROPRIATE VERTICAL
SEPARATION BETWEEN UTILITIES. ALL PIPE AND CONDUIT
COVER REQUIREMENT SHALL BE MAINTAINED WHEN MAKING
THE VERTICAL BENDS AROUND THE GRAVITY PIPE.
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BENCHMARK
TREE
DUMPSTER
FAN
FUEL TANK
POWER MAIN
JUNCTION
POWER MAIN SYSTEM
COMMUNICATION
HANDHOLE
ELECTRIC HANDHOLE
TRANSFORMER
CONCRETE POLE
FIRE HYDRANT
GAVE VALVE
CLEAN OUT
SEWER MANHOLE
DRAIN MANHOLE
CATCH BASIN
AREA DRAIN
FLOW ARROW
SIGN POST
ACCESSIBLE STRIPING
TREE PROTECTION
INLET PROTECTION
LIGHT POST
FIRE DEPARTMENT
CONNECTION
BORING
POST INDICATOR
VALVE
EXISTING PROPOSED C CENTERLINE
Ø DIA DIAMETER
A ALARM
AC ASPHALTIC CONCRETE
AD AREA DRAIN
ATFP ANTI-TERRORISM FORCE PROTECTION
BC BOTTOM OF CURB
BCE BASE CIVIL ENGINEER
BM BENCHMARK
BW BOTTOM OF WALL
C CONDUIT
CAT CATEGORY
CB CATCH BASIN
CBR CALIFORNIA BEARING RATIO
CC CENTER TO CENTER
CO CLEAN OUT
CONC CONCRETE
XXXCP DIAMETER CONCRETE PIPE
CP CONCRETE POLE
CU COPPER
D DIAMETER
DI DUCTILE IRON
DSMH DROP SEWER MANHOLE
DMH DRAIN MANHOLE
DXXX DIAMETER OF TREE
E EAST
EFEL EXISTING FLOOR ELEVATION
EL ELEVATION
EMH ELECTRIC MANHOLE
EQUIP EQUIPMENT
FDC FIRE DEPARTMENT CONNECTION
FED FAR EAST DISTRICT
FES FLARED END SECTION
FFE FINISH FLOOR ELEVATION
F/HYD FIRE HYDRANT
FL FLOAT
FM FORCE MAIN
FP FIRE PROTECTION
F/T FUEL TANK
GEN GENERATOR
G OR GND GROUND
GMH GAS MANHOLE
GW GUY WIRE
HYD HYDRANT
HP HIGH POINT
HW HEADWALL
HZ HERTZ
INV INVERT
KCMIL THOUSAND CIRCULAR MILS
LC LUCENT CONNECTOR
LP LOW POINT
LS LIFT STATION
LV LOW VOLTAGE
m METER
MAX MAXIMUM
ME MATCH EXISTING
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
mm MILLIMETER
MOLIT MINISTRY OF LAND, INFRASTRUCTURE AND
TRANSPORT
ms SQUARE METER
MV MEDIUM VOLTAGE
N NORTH
NE NORTHEAST
NEMA NATIONAL ELECTRICAL MANUFACTURER'S
ASSOCIATION
NTS NOT TO SCALE
NW NORTHWEST
NZL NOZZLE
OC ON CENTER
OUT OUTLET
PCCP PORTLAND CEMENT CONCRETE PAVEMENT
PM PAD MOUNTED
PMJ POWER MAIN JUNCTION
PMS POWER MAIN SWITCH
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R X.XX RADIUS OF CURVE
RCP REINFORCED CONCRETE PIPE
RGS RIGID GALVANIZED STEEL
RMC RIGID METAL CONDUIT
S SOUTH
SCH SCHEDULE
SE SOUTHEAST
SG SPOT GRADE
SMH SEWER MANHOLE
SP SPACES
ST SEPTIC TANK
STA: X+XXX STATION
XL OFFSET LEFT
STA: X+XXX STATION
XR OFFSET RIGHT
SW SOUTHWEST
TC TOP OF CURB
TMH TELECOMMUNICATION MANHOLE
TYP TYPICAL
TW TOP OF WALL
UNC UNIFIED THREAD COURSE
UNO UNLESS NOTED OTHERWISE
UTP UNSHIELDED TWISTED PAIR
VP VALVE PIT
W WEST
W/ WITH
WQU WATER QUALITY UNIT
WV WATER VALVE
ABBREVIATIONSLEGEND
EXISTING PROPOSED
DRAIN LINE
FIRE PROTECTION WATER
LINE
POTABLE WATER LINE
SANITARY SEWER LINE
GAS LINE
UNDERGROUND
ELECTRIC DUCT BANK
OVERHEAD ELECTRIC
UNDERGROUND
COMMUNICATIONS DUCT
BANK
OVERHEAD
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UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 4/13/2021 5:46:12 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--G-101
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STARTING CONSTRUCTION.
SHEET NOTES
GRAPHIC SCALE
DIM. NOTE & NORTH
PLAN NORTH
ORTHOIMAGERY COPYRIGHT 2020 GOOGLE, MAXAR TECHNOLOGIES, CNES/AIRBUS
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TMH
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RIM: 21.36
D
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TOP 21.30
INV 20.87
INV 20.76
INV 20.73
OUT 20.72
CB
TOP 21.30
INV 20.74
INV 20.68
OUT 20.66
CB
TOP 21.46
INV 20.66
OUT 20.64
CB
TOP 21.16
OUT 20.31
DMH
TOP 21.09
INV 19.63
OUT 19.55
CB
TOP 21.88
INV 19.71
OUT 19.66
CB
TOP 23.83
INV 22.31
OUT 22.29
DMH
TOP 23.21
INV 22.33
OUT 21.41
CB
TOP 24.82
OUT 23.98
DMH
TOP 20.35
INV 19.70
OUT 19.69
DMH
TOP 20.07
OUT 18.95
DMH
TOP 20.05
INV 18.58
OUT 18.55
CB
TOP 21.29
OUT 20.87
CB
TOP 20.05
INV 19.40
DMH
TOP 20.46
INV 19.01
CB
TOP 20.02
OUT 18.62
DMH
TOP 20.11
INV 18.20
INV 18.19
OUT 18.15
DMH
TOP 20.57
INV 18.05
DMH
TOP 20.61
INV 18.68
INV 18.58
OUT 18.54
DMH
TOP 20.82
INV 19.11
OUT 19.06
DMH
TOP 20.58
OUT 19.67
CB
TOP 20.59
INV 19.56
OUT 19.54
CB
TOP 21.24
INV 20.86
INV 20.83
OUT 20.81
DMH
TOP 21.27
INV 19.93
INV 19.77
OUT 19.73
DMH
TOP 21.13
OUT 19.97
CB
TOP 21.51
INV 20.75
OUT 20.74
CB
TOP 21.14
INV 20.75
OUT 20.73
200PVC
150PVC
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SMH
TOP 27.13
INV 25.65
INV 24.74
OUT 24.70
CB
TOP 21.24
INV
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N:4105855.804 E:326021.313
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TOP 24.42
INV 23.18
INV 22.54
INV 22.52
OUT 22.50
200PVC
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TOP 23.78
AC PAVED
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TOP 24.41
INV 23.11
INV 23.03
OUT 23.00
200PVC
EMH
TOP 27.28
E E
E E
E E
E E
E E
E E
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300PVC
300PVC
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300PVC
300PVC
300PVC
300PVC
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200PVC
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PMS
PM
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TOP 21.33
INV 20.40
INV 20.22
OUT 20.15
0.3mX0.3m
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OUT UNK
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G G
G G
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G G
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"B21-001" N: 4105846.2 E: 326041.2
EL: 20.5
"B21-002" N: 4105844.6
E: 326072.1
EL: 21.1
"B21-004" N: 4105802.9 E: 326040.1
EL: 20.7
"B21-003" N: 4105794.6
E: 326069.7
EL: 21.364
"B21-005" N: 4105763.8 E: 326040.9
EL: 20.9
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