Drawings 2 of 3 - updated.pdf
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- Solicitation number
- N0042120B0003
About this file
This document provides details on a federal solicitation notice issued by the Naval Air Warfare Center - Aircraft Division Procurement Group at Patuxent River, MD. The solicitation is for the construction of an approximately 11,400 square foot single story office building to be located at Webster Outlying Field in St. Inigoes, MD. The project is named the Combat Integration & Identification Systems (CI&IDS) Lab Revitalization Project. The Department of the Navy Naval Air Systems Command Naval Air Warfare Center is the issuing agency. Interested parties should respond to solicitation number N0042120B0003. The response deadline and award date are not specified.
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N
PROJECT
LOCATION
AREA OF
WORK
N
ISSUE FOR CONSTRUCTION
SEPTEMBER 21, 2020
SATISFACTORY TO
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
W
A S
H
IN
G T
O N
P W
D P
A T
U X
E N
T R
IV
E
R P
A T
U X
E N
T R
IV
E
R
M D
AS NOTED
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
S T
IN
IG
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E S
M
D W
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S T
E R
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IF
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DRAWFORM REVISION: 12 APRIL 2018
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
A/E INFO
APPROVED
1610271
ARC101482
L I C E N S E
D
EM
I L
Y
L . FREELAND
A RC H I T ECT
D
IS
TR
ICT OF COLUMBIA
09/21/2020
/2
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C O
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13128681
SCALE: NOT TO SCALE
VICINITY MAP
NAVAL STATION PATUXENT RIVER
SCALE: NOT TO SCALE
LOCATION MAP
S Y
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C R
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D A
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P P
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/2 1/
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
WEBSTER OUTLYING FIELD
NAVAL STATION PA
ST. INIGOES, MD
DESIGN CONTRACT NUMBER: N40080-15-D-0452
ePROJECT WORK ORDER NO.: 1610271
JOB ORDER NO.: N4008019F4426
CI & IDS ENGINEERING SUPPORT FACILITY
C I&
ID
S
E N
G
IN
E E
R
IN
G S
U P
P O
R T
F A
C
IL
IT
Y
.1
.2
FPE
Ehan Weech Craig Guth Stephen So
Cierra Kinchen
SHEET INDEX
SHEET_NO NAVFAC_NO NO NAME
MECHANICAL
83 13128763 M-001 LEGEND, ABBREVIATIONS & GENERAL NOTES
84 13128764 M-101 FIRST FLOOR MECHANICAL PLAN
85 13128765 M-101A FIRST FLOOR MECHANICAL PLAN - BID OPTION
86 13128766 M-102 ROOF MECHANICAL PLAN
87 13128767 M-301 MECHANICAL ROOM SECTION
88 13128768 M-401 FIRST FLOOR MECHANICAL PLAN - NORTH
89 13128769 M-401A FIRST FLOOR MECHANICAL PLAN - NORTH - BID OPTION
90 13128770 M-402 FIRST FLOOR MECHANICAL PLAN - SOUTH
91 13128771 M-402A FIRST FLOOR MECHANICAL PLAN - SOUTH - BID OPTION
92 13128772 M-403 MECHANICAL ROOM ENLARGED PLAN
93 13128773 M-501 DETAILS
94 13128774 M-502 DETAILS
95 13128775 M-503 DETAILS
96 13128776 M-601 SCHEDULES
97 13128777 M-602 SCHEDULES
98 13128778 M-603 SCHEDULES
99 13128779 M-701 CONTROLS
100 13128780 M-702 CONTROLS
101 13128781 M-703 CONTROLS
102 13128782 M-704 CONTROLS
103 13128783 M-705 CONTROLS
104 13128784 M-706 CONTROLS
105 13128785 M-707 CONTROLS
ELECTRICAL
106 13128786 E-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES
107 13128787 E-002 GENERAL ELECTRICAL NOTES
108 13128788 E-100 ELECTRICAL SITE PLAN
109 13128789 E-101 GROUNDING PLAN
110 13128790 E-102 LIGHTNING PROTECTION PLAN
111 13128791 E-103 PARKING LOT PLAN
112 13128792 E-104 POWER PLAN
113 13128793 E-105 POWER PLAN - MECHANICAL EQUIPMENT
114 13128794 E-106 LIGHTING PLAN
115 13128795 E-400 ENLARGED PLANS
116 13128796 E-500 DETAILS
117 13128797 E-501 DETAILS
118 13128798 E-502 DETAILS
119 13128799 E-503 LIGHTING DETAILS
120 13128800 E-504 LIGHTING DETAILS
121 13128801 E-505 LIGHTING DETAILS
122 13128802 E-506 LIGHTING DETAILS
123 13128803 E-600 ONE LINE DIAGRAM
124 13128804 E-601 GROUNDING RISER
125 13128805 E-700 SCHEDULES
126 13128806 E-701 SCHEDULES
127 13128807 E-702 SCHEDULES
AUDIO/ VISUAL
128 13128808 TA010 LEGEND AND ABBREVIATIONS - AUDIOVISUAL
129 13128809 TA011 LEGEND AND ABBREVIATIONS - AUDIOVISUAL
130 13128810 TA012 LEGEND AND ABBREVIATIONS - AUDIOVISUAL
131 13128811 TA101 AUDIOVISUAL FIRST FLOOR PLAN
132 13128812 TA201 AV ENLARGED ROOMS AND ELEVATIONS - INFRASTRUCTURE
133 13128813 TA301 CONFERENCE ROOM 110 - EQUIPMENT
134 13128814 TA401 CONFERENCE ROOM 110 - WIRING DIAGRAM
135 13128815 TA601 DETAILS
136 13128816 TA602 DETAILS
SECURITY
137 13128817 TY010 LEGEND AND ABBREVIATIONS - TSS
138 13128818 TY011 GENERAL NOTES - TSS
139 13128819 TY012 SCHEDULES
140 13128820 TY101 FIRST FLOOR PLAN - SECURITY
141 13128821 TY401 PORTAL DETAILS
142 13128822 TY402 PORTAL DETAILS
143 13128823 TY501 DETAILS - TSS
TELECOMMUNICATIONS
144 13128824 TN010 LEGEND AND ABBREVIATIONS - TELECOM
145 13128825 TN011 SCHEDULES
146 13128826 TN101 OVERALL FLOOR PLAN LEVEL 1 - INFRASTRUCTURE
147 13128827 TN102 OVERALL FLOOR PLAN LEVEL 1 - DEVICES
148 13128828 TN201 ENLARGED PLANS AND ELEVATIONS
149 13128829 TN301 RISERS - TELECOM
150 13128830 TN401 OUTLET DETAILS - TELECOM
151 13128831 TN402 OUTLET DETAILS - TELECOM
152 13131010 TN403 DETAILS - TELECOM
153 13131011 TN404 TYPICAL CABLE TRAY DETAILS - TELECOM
154 13131012 TN405 TYPICAL CABLE RUNWAY DETAILS - TELECOM
155 13131013 TN406 DETAILS - TELECOM
SHEET INDEX
SHEET_NO NAVFAC_NO NO NAME
GENERAL
1 13128681 G-001 COVER SHEET
2 13128682 G-002 SHEET INDEX
3 13128683 G-003 GROSS AREA AND 3D VIEWS
LIFE SAFETY
4 13128684 LS001 LEGEND, ABBREVIATIONS, AND LIFE SAFETY GENERAL NOTES
5 13128685 LS101 LIFE SAFETY PLAN
CIVIL
6 13128686 C-001 MDE GENERAL E&SC NOTES AND LEGEND
7 13128687 C-002 MDE STABILIZATION NOTES
8 13128688 C-003 MDE STABILIZATION NOTES
9 13128689 C-004 MDE STABILIZATION NOTES
10 13128690 B-101 SITE BORING PLAN
11 13128691 B-601 SITE BORING LOGS
12 13128692 B-602 SITE BORING LOGS
13 13128693 V-101 EXISTING CONDITIONS AND DEMOLITION PLAN
14 13128694 C-101 SITE LAYOUT PLAN
15 13128695 C-102 SITE GRADING AND DRAINAGE PLAN
16 13128696 C-103 SITE UTILITIES PLAN
17 13128697 C-104 GEOMETRIC LAYOUT PLAN
18 13128698 C-105 SITE LIFE SAFETY PLAN
19 13128699 C-106 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
20 13128700 C-107 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2
21 13128701 C-201 STORM SEWER PROFILES
22 13128702 C-202 SANITARY SEWER PROFILES
23 13128703 C-203 WATER LINE PROFILES
24 13128704 C-401 ENLARGED PLAN
25 13128705 C-402 BIORETENTION PLANTING PLAN
26 13128706 C-501 CIVIL DETAILS
27 13128707 C-502 CIVIL DETAILS
28 13128708 C-503 CIVIL DETAILS
29 13128709 C-504 CIVIL DETAILS
30 13128710 C-505 EROSION AND SEDIMENT CONTROL DETAILS
31 13128711 C-506 EROSION AND SEDIMENT CONTROL DETAILS
32 13128712 C-507 STORMWATER MANAGEMENT DETAILS & SECTIONS
33 13128713 C-508 STORMWATER MANAGEMENT MAINTENANCE NOTES & AS-BUILT TABLES
34 13128714 C-509 BIORETENTION PLANTING DETAILS
STRUCTURAL
35 13128715 S-001 STRUCTURAL GENERAL NOTES
36 13128716 S-002 STRUCTURAL SPECIAL INSPECTIONS AND ABBREVIATIONS
37 13128717 S-101 FOUNDATION AND FRAMING PLAN
38 13128718 S-102 ROOF FRAMING PLAN
39 13128719 S-301 STRUCTURAL SECTIONS
40 13128720 S-501 TYPICAL STRUCTURAL DETAILS
ARCHITECTURAL
39 13128721 A-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
42 13128722 A-101 FLOOR PLAN
43 13128723 A-102 ROOF PLAN
44 13128724 A-111 REFLECTED CEILING PLAN
45 13128725 A-121 AIR BARRIER PLAN
46 13128726 A-201 EXTERIOR ELEVATIONS
47 13128727 A-202 EXTERIOR ELEVATIONS
48 13128728 A-203 EXTERIOR ELEVATIONS
49 13128729 A-301 BUILDING SECTIONS
50 13128730 A-302 BUILDING SECTIONS
51 13128731 A-401 ENLARGED PLANS & ELEVATIONS
52 13128732 A-501 DETAILS - TYPICAL PEMB
53 13128733 A-502 DETAILS - STOREFRONT
54 13128734 A-503 DETAILS - MAIN ENTRANCE
55 13128735 A-504 DETAILS - LAB
56 13128736 A-505 DETAILS - ROOF AND LOUVER
57 13128737 A-601 DOOR SCHEDULE AND TYPES
58 13128738 A-602 DOOR DETAILS
59 13128739 A-605 TOILET ACCESSORY SCHEDULE
60 13128740 A-610 PARTITION TYPE SCHEDULE
61 13128741 A-611 PARTITION AND CEILING DETAILS
62 13128742 A-620 INTERIOR ROOM FINISH SCHEDULE AND MATERIAL LEGEND
63 13128743 A-630 SIGNAGE SCHEDULE AND SIGNAGE DETAILS
64 13128744 A-631 SIGNAGE DETAILS
65 13128745 A-801 INTERIOR FINISH, SIGNAGE FLOOR PLAN AND MILLWORK ELEVATIONS
66 13128746 A-805 INTERIOR DETAILS AND SECTIONS
INTERIORS
67 13128747 I-101 FURNITURE FLOOR PLAN
68 13128748 I-110 FURNITURE DETAILS AND ELEVATIONS
FIRE ALARM
69 13128749 FA001 LEGEND, ABBREVIATIONS, AND FIRE ALARM GENERAL NOTES
70 13128750 FA101 FIRE ALARM PLAN
71 13128751 FA501 FIRE ALARM DETAILS, RISER, AND OPERATING MATRIX
FIRE PROTECTION
72 13128752 FX001 LEGEND, ABBREVIATIONS, AND FIRE PROTECTION GENERAL NOTES
73 13128753 FX101 FIRE PROTECTION PLAN
74 13128754 FX501 FIRE PROTECTION DETAILS AND SYSTEM RISER
PLUMBING
75 13128755 P-001 LEGEND, ABBREVIATIONS & GENERAL NOTES
76 13128756 P-101 FIRST FLOOR SANITARY PIPING PLAN
77 13128757 P-201 FIRST FLOOR DOMESTIC WATER PIPING PLAN
78 13128758 P-401 FIRST FLOOR ENLARGED PLUMBING PLANS
79 13128759 P-501 DETAILS
80 13128760 P-601 SCHEDULES
81 13128761 P-801 SANITARY PIPING RISER
82 13128762 P-802 DOMESTIC PIPING RISER
SATISFACTORY TO
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
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A V
A L
F A
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N A
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G C
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G T
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P W
D P
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A T
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E N
T R
IV
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R
M D
AS NOTED
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
S T
IN
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DRAWFORM REVISION: 12 APRIL 2018
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
A/E INFO
APPROVED
1610271
ARC101482
L I C E N S E
D
EM
I L
Y
L . FREELAND
A RC H I T ECT
D
IS
TR
ICT OF COLUMBIA
09/21/2020
/2
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:4
:2
P
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C I&
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G S
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P O
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F A
C
IL
IT
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.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
13,172 SF
GROSS BUILDING
AREA
235678
E
C
A
B
D
4 19
18 SF
EXTERIOR
30 SF
EXTERIOR
BY ADDING SECTION BETWEEN COL LINE 4 & 5
INCREASE BUILDING AREA
BID OPTION 1
BID OPTION 2: SHADED REGION INDICATES BID
OPTION TO ADD PARTITIONS AND DOORS WITH
SIDELIGHTS
BID OPTION 3: ADD RAISED
ACCESS FLOOR IN BOTH
LAB SPACES
SATISFACTORY TO
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
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M E
N T
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A V
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A V
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A N
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N A
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G C
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2850 EISENHOWER AVENUE
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DRAWFORM REVISION: 12 APRIL 2018
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
A/E INFO
APPROVED
1610271
ARC101482
L I C E N S E
D
EM
I L
Y
L . FREELAND
A RC H I T ECT
D
IS
TR
ICT OF COLUMBIA
09/21/2020
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SCALE: 1/16" = 1'-0"
A4
GROSS AREA PLAN
SCALE:
C1
3D VIEW - LOOKING SOUTH
SCALE:
B1
3D VIEW - LOOKING NORTH
FIRST FLOOR 48 SF
48 SF
FIRST FLOOR 13,172 SF
13,172 SF
EXTERIOR AREA:
GROSS AREA:
TOTAL AREA:
EXTERIOR AREA (50%) + GROSS AREA = TOTAL AREA
48 SF (50%) + 13,172 SF =
13,196 SF
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
SATISFACTORY TO
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
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DRAWFORM REVISION: 12 APRIL 2018
GMP
CHIEF ENG/ARCH
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PROJECT MANAGER
A/E INFO
APPROVED
1610271
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W/ WITH
WP WEATHER PROOF
VAC VOLTS ALTERNATING CURRENT
UNO UNLESS NOTED OTHERWISE
TOJ TOP OF JOIST
TC TERMINAL CABINET
STO STORAGE
SPD SURGE PROTECTION DEVICE
SF SQUARE FOOT
STDP STANDPIPE
SSU STANDARD SPRAY UPRIGHT
SPKLR SPRINKLER
RM ROOM
QR QUICK RESPONSE
PSI POUNDS PER SQUARE INCH
P.S. PIPE SHAFT
P PHASE
OS&Y OUTSIDE STEM AND YOKE
OPG OPENING
OL OCCUPANT LOAD
NTS NOT TO SCALE
NPT NATION PIPE THREAD
NOS. NUMBERS
NO. NUMBER
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NAC NOTIFICATION APPLIANCE CIRCUIT
MPS MANUAL PULL STATION
MNS MASS NOTIFICATION SYSTEM
MI MINERAL INSULATED
MECH MECHANICAL ROOM
MACH MACHINE
LED LIGHT EMITTING DIODE
LAT LAY-IN ACOUSTICAL TILE
J.C. JANITOR'S CLOSET
IN INCH
GPM GALLONS PER INCH
FDC FIRE DEPARTMENT CONNECTION
FACP FIRE ALARM CONTROL PANEL
EXIST EXISTING
ELOR END OF LINE RESISTOR
ELEC ELECTRIC
EC EXTENDED COVERAGE SPRINKLER
E EXISTING DEVICE
DS DRY SPRINKLER
CORR CORRIDOR
CONT CONTINUED
COM COMMUNICATIONS
CMU CONCRETE MASONRY UNIT
CLO CLOSET
C CEILING
BOJ BOTTOM OF JOIST
BOB BOTTOM OF BEAM
BLDG BUILDING
AWG AMERICAN WIRE GAGE
A/S AUTOMATIC SPRINKLER
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
A/E ARCHITECT/ENGINEER (OF RECORD)
ABV ABOVE
A AMP
ABBREVIATIONS
1 HOUR FIRE BARRIER
2 HOUR FIRE BARRIER
TRAVEL DISTANCE
COMMON PATH OF TRAVEL
EGRESS START
MATCHLINE
COMMON PATH OF TRAVEL
TRAVEL DISTANCE AND DIRECTION TO EXIT
EXIT CAPACITY:
REQUIRED EXIT CAPACITY (# OF PEOPLE)
MAXIMUM EXIT CAPACITY (# OF PEOPLE)
OCCUPANCY USE CLASS (OCCUPANCY LOAD FACTOR)
SQUARE FOOTAGE OF AREA
NO. OF PEOPLE
LEGEND
OCCUPANY CLASSIFICATION
FIRE ALARM SYSTEM: YES YES
STANDPIPES: NO NO
WET-PIPE SPRINKLER SYSTEM: YES YES
FIRE PROTECTION: REQUIRED: PROVIDED:
CORRIDOR RATING: NOT REQUIRED NOT REQUIRED
EXIT ACCESS TRAVEL DISTANCE LIMIT: 300 FT (BUSINESS)
250 FT (ASSEMBLY)
125 FT (BUSINESS)
58 FT (ASSEMBLY)
DEAD END LIMIT: 50 FT (BUSINESS)
20 FT (ASSEMBLY)
N/A FT (BUSINESS)
N/A FT (ASSEMBLY)
COMMON PATH OF TRAVEL LIMIT:
100 FT (BUSINESS)
75 FT (ASSEMBLY, 49 OR LESS)
20 FT (ASSEMBLY, 50 OR MORE)
88 FT (BUSINESS)
40 FT (ASSEMBLY, 49 OR LESS)
N/A FT (ASSEMBLY, 50 OR MORE)
WIDTH - EXIT CORRIDORS: 0.2 PER OCCUPANT 0.2 PER OCCUPANT
WIDTH - EXIT DOOR CAPACITY FACTOR: 0.2 PER OCCUPANT 0.2 PER OCCUPANT
NUMBER OF EXITS: 2 2+
OCCUPANT LOAD: 111 111
MEANS OF EGRESS: REQUIRED: PROVIDED:
OTHER ROOMS & ENCLOSED SPACES: B: CLASS C
A: CLASS C
B: CLASS C
A: CLASS C
EXIT ACCESS CORRIDORS: B: CLASS C
A: CLASS C
B: CLASS C
A: CLASS C
EXITS: B: CLASS C
A: CLASS B
B: CLASS C
A: CLASS B
INTERIOR FINISH REQUIREMENTS:
ROOF CONSTRUCTION: 0 HR 0 HR
FLOOR CONSTRUCTION: 0 HR 0 HR
EXTERIOR WALLS: 0 HR 0 HR
BEARING EXTERIOR WALLS: 0 HR 0 HR
BEARING INTERIOR WALLS: 0 HR 0 HR
STRUCTURAL FRAME: 0 HR 0 HR
FLOOR AREA: UNLIMITED AREA BUILDING 13,172 SQ. FT.
HEIGHT (STORIES): 75 FT (2 STORIES) 18FT 2IN (1 STORY)
X > 30 0
10 < = X < 30 0
5 < = X < 10 1
X < 5 1
SEPERATION: FIRE SEPERATION DISTANCE X (FEET) GROUP A, B
CONSTRUCTION TYPE: IIB IIB
BUILDING CLASSIFICATION: B, A-3 B, A-3
BUILDING DESIGN TOPICS: REQUIRED: PROVIDED:
NFPA 101 LIFE SAFETY CODE 2018
INTERNATIONAL BUILDING CODE 2018
UFC 3-600-01 MAY 2019
CODE INFORMATION:
OCCUPANCY IBC NFPA 101
OFFICES, BATHROOMS,
CONFERENCE ROOM (<50p), BREAK ROOM
ELECTRICAL, MECHANICAL,
JANITOR ROOMS (LESS THAN
10% OF THE BUILDING AREA
BUSINESS (B) BUSINESS
EQUIPMENT SPACE (UFC 3-600-01, TABLE 10-1)
CONFERENCE ROOM (>50p) ASSEMBLY, GROUP 3 ASSEMBLY
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
IS
SU
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CO
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TR
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ON
/21
/20
09/21/20
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F A
C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
E
235678
C
A
B
D
4 1
TR
MECH
CONFERENCE
ELEC
STORAGE
OCCUPANCY USE LEGEND
ASSEMBLY 15: CONFERENCE ROOMS
BUSINESS 150
IT 300: IT EQUIPMENT ROOMS
MECHANICAL 500: MECHANICAL,
ELECTRICAL, OTHER BUILDING
EQUIPMENT
STORAGE 500
110A
AV
TD:
TD:
CPT:
187 ft 108 ft
75 ft
TD:
TD:
CPT:
155 ft 83 ft
16 ft
TD:
CPT:
58 ft 40 ft
1 17 01 17
TD:
TD:
CPT:
203 ft 125 ft
88 ft
SATISFACTORY TO
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
PW
D
P
AT
U
XE
N T
R
IV
ER
PA
TU
XE
N T
R
IV
ER
, M
D
AS NOTED
2850 EISENHOWER AVENUE
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. I
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, M D
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EB
ST
ER
O U
TL
YI
N G
F
IE
LD
R
EV
D
AT
E:
FI
LE
N
AM
E:
UN
CL
AS
SI
FI
ED
DRAWFORM REVISION: 12 APRIL 2018
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
A/E INFO
APPROVED
1610271
9/
/2
:5 7:
P
M
BI
M
LR
P
AM
SI
L ab
P ax
R iv er /A rc h_
Pa x
LR
P
ID
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4-
-2 _R
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IR
E
PR
O
TE
C
TI
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N .rv t
LI
FE
S
AF
ET
Y
PL
AN
CPTPQL HDT
13128685
SCALE: 1/8" = 1'-0"
A1 LIFE SAFETY PLAN
16'8'4'0'
ROOM SCHEDULE
Room Name Room
Number Area Occupancy Factor
Occupancy Capacity
ASSEMBLY
CONFERENCE 110 0 SF 15 0
BUSINESS
BUSINESS N/A 11323 SF 150 76
IT ROOMS
AV 110A 0 SF 300 0
TR 202 0 SF 300 0
MECHANICAL
MECH 200 0 SF 300 0
ELEC 201 0 SF 300 0
STORAGE
STORAGE 107 0 SF 500 0
OCCUPANCY TOTALS
Occupancy and Use Area Occupancy
Factor Occupancy
Capacity
ASSEMBLY 15: CONFERENCE
ROOMS 0 SF 15 0
BUSINESS 150 11323 SF 150 76
IT 300: IT EQUIPMENT ROOMS 0 SF 300 0
MECHANICAL 500: MECHANICAL,
ELECTRICAL, OTHER BUILDING
EQUIPMENT
0 SF 300 0
STORAGE 500 0 SF 500 0
11323 SF 76
TOTALS: 1,020 111
202 34" 0.2 170 1
201 34" 0.2 170 1
200 68" 0.2 340 1
130 34" 0.2 170 55
100A 34" 0.2 170 53
Door ID Door Width Capacity Factor
Max. Egress Capacity
Required Egress Capacity
EGRESS CAPACITIES
10995 SF 100
STORAGE 500 208 SF 500 1
MECHANICAL 500 410 SF 300 2
IT 300 204 SF 300 2
BUSINESS 150:
WITHOUT BID OPTION 9725 SF 150 65
ASSEMBLY 15 448 SF 15 30
Occupancy and Use Area Occupancy Factor
Occupancy Capacity
WITHOUT BID OPTION
1. 1600 GROSS SQUARE FEET - ADDITIVE BID OPTION.
2. OFFICE PARTITIONS WITH SIDE LIGHTS - BID OPTION.
KEY NOTES
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
IS
SU
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FO
R
CO
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TR
UC
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ON
/21
/20
09/21/20
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S
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G
IN
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R
IN
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U P
P O
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F A
C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
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1610271
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C
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M A
N D
N A
V A
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FA
C
IL
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IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
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TO
N
P W
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P
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U X
E N
T
R
I V
E R
P A
T U
X E
R
I V
E R
M
D
S T
I N
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O E
S
M
D W
E B
S T
U T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-001
MDE EROSION AND SEDIMENT CONTROL GENERAL NOTES
CLEAR WATER PIPE
MDE EROSION AND SEDIMENT CONTROL STANDARD SYMBOLS
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IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
B-4 STANDARDS AND SPECIFICATIONS FOR
VEGETATIVE STABILIZATION
B-4-1 STANDARDS AND SPECIFICATIONS FOR
INCREMENTAL STABILIZATION
B-4-2 STANDARDS AND SPECIFICATIONS FOR SOIL
PREPARATION, TOPSOILING, AND SOIL AMENDMENTS
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
2850 EISENHOWER AVENUE
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ATE
OF MARYLAND
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IA
MI
U
No . 53990
B N
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FA
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IN
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IN
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C O
M M
A N
D
W A
S H
IN
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TO
N
P W
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P
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U X
E N
T
R
I V
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P A
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X E
V
E R
M
D
S T
I N
I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-002
2850 EISENHOWER AVENUE
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F A
C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
TEMPORARY SEEDING SUMMARY
B-4-3 STANDARDS AND SPECIFICATIONS FOR
SEEDING AND MULCHING
B-4-4 STANDARDS AND SPECIFICATIONS FOR
TEMPORARY STABILIZATION
B-4-5 STANDARDS AND SPECIFICATIONS FOR
PERMANENT STABILIZATION
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
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No . 53990
B N
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G
C
O M
M A
N D
N A
V A
L
FA
C
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S E
N G
IN
E
E R
IN
G
C O
M M
A N
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W A
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TO
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P W
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P
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U X
E N
T
R
I V
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P A
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V
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S T
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I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-003
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F A
C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
PERMANENT SEEDING SUMMARY
PERMANENT SEEDING SUMMARY
B-4-8 STANDARDS AND SPECIFICATIONS FOR
STOCKPILE AREA
B-4-5 STANDARDS AND SPECIFICATIONS FOR PERMANENT STABILIZATION
(CONTINUED)
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
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No . 53990
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N A
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FA
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IN
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W A
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TO
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R
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P A
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O E
S
M
D W
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S T
T
L Y
I N
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F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-004
2850 EISENHOWER AVENUE
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C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
U
U
U
U
U
U
U
W
W
W
W
W
W
W W
W
W
W
W W W
W
W
W
W
W
W
E O
I
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
2850 EISENHOWER AVENUE
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F E S S I ONAL ENG I NE
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IA
MI
U
No . 53990
B N
I L
B
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1610271
D E
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G
C
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M A
N D
N A
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FA
C
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IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
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P W
D
P
A T
U X
E N
T
R
I V
E R
P A
T U
X E
V
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M
D
S T
I N
I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
B-101
GENERAL NOTES:
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C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
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MI
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No . 53990
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I L
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1610271
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C
O M
M A
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N A
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FA
C
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IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
P W
D
P
A T
U X
E N
T
R
I V
E R
P A
T U
X E
V
E R
M
D
S T
I N
I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
B-601
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F A
C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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OF
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FA
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IL
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IN
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IN
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C O
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W A
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IN
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TO
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P W
D
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A T
U X
E N
T
R
I V
E R
P A
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X E
V
E R
M
D
S T
I N
I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
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B-602
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C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
U
U
U
U
U
W
W
W
W
W
W
W W
W
W
W
W W W
W
W
W
W
W
W
E O
I
DEMOLITION KEY NOTES
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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IN
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C O
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W A
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TO
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P W
D
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R
I V
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P A
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M
D
S T
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D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
V-101
FLOOD ZONE NOTE
GENERAL NOTES
UTILITY MARKING NOTES:
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CHIEF ENG/ARCH
DESIGN TEAM LEAD
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FPE
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I
C-101
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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W A
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TO
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T
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F
I E
L D
GMP
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C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
U
U
U
U
U
U
U
W
W
W
W
W
W
W W
W
W
W
W W W
W
W
W
W
W
W
E O
I
KEY NOTES
LEGEND
C-102
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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IT
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S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
P W
D
P
A T
U X
E N
T
R
I V
E R
P A
T U
X E
V
E R
M
D
S T
I N
I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
GENERAL NOTES
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IT
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.1
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
U
U
U
U
U
U
U
W
W
W
W
W
W
W W
W
W
W
W W W
W
W
W
W
W
W
E O
I
Appurtenance Table
Fitting Table
C-103
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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P P
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IN
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TO
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D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C I&
ID
S
E N
G
IN
E E
R
IN
G S
U P
P O
R T
F A
C
IL
IT
Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
I
COORDINATE
LAYOUT
SCHEDULE
COORDINATE
LAYOUT
SCHEDULE
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
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N A
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FA
C
IL
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S E
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IN
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IN
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C O
M M
A N
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W A
S H
IN
G
TO
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P W
D
P
A T
U X
E N
T
R
I V
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P A
T U
X E
V
E R
M
D
S T
I N
I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-104
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IL
IT
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.1
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
I
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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N A
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FA
C
IL
IT
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S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
N
P W
D
P
A T
U X
E N
T
R
I V
E R
P A
T U
X E
V
E R
M
D
S T
I N
I G
O E
S
M
D W
E B
S T
T
L Y
I N
G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-105
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C
IL
IT
Y
.1
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
U
U
U
U
U
U
U
W
W
W
W
W
W
W W
W
W
W
W W W
W
W
W
W
W
W
E O
I
C-106
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
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C
O M
M A
N D
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
W A
S H
IN
G
TO
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P W
D
P
A T
U X
E N
T
R
I V
E R
P A
T U
X E
V
E R
M
D
S T
I N
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O E
S
M
D W
E B
S T
T
L Y
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G
F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
GENERAL SEQUENCE OF CONSTRUCTION
E&S CONTROL/CONSTRUCTION SEQUENCE
STAGE 1:
SETTLEMENT PLATE DETAIL
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IL
IT
Y
.1
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C
C
C
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
U
U
U
U
U
U
U
W
W
W
W
W
W
W W
W
W
W
W W W
W
W
W
W
W
W
E O
I
C-107
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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N A
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C
IL
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IN
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IN
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C O
M M
A N
D
W A
S H
IN
G
TO
N
P W
D
P
A T
U X
E N
T
R
I V
E R
P A
T U
X E
V
E R
M
D
S T
I N
I G
O E
S
M
D W
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S T
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L Y
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I E
L D
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CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
BMP - 1 PROFILE
-10
-5
-10
-5
-0+50 0+00 1+00 2+00 2+50
STORM SEWER STRUCTURE SD3 TO SD4 PROFILE
-5
-5
-0+50 0+00 1+00
STORM STRUCTURE SD6 TO SD5 PROFILE
-10
-5
-10
-5
-0+50 0+00 1+00 1+50
BMP-1 CLEANOUT TABLE
STORM STRUCTURE TABLE
UNDERDRAIN PIPE TABLE
STORM PIPE TABLE
STORM STRUCTURE SD7 TO SD5 PROFILE
-10
-5
-10
-5
-0+50 0+00 1+00 1+50
C-201
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
SANITARY SEWER STRUCTURE SS-1 TO EX.8268 PROFILE
-0+50 0+00 1+00 2+00 3+00 3+50
C-202
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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OF
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I E
L D
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IPT TECH. BRANCH HEAD
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F A
C
IL
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.1
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
WATER - 2 PROFILE
-10
-5
-10
-5
-0+50 0+00 1+00 1+50
WATER - 1 PROFILE
-10
-5
-10
-5
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50
Fitting Table
Appurtenance Table
WATER - 3 PROFILE
-10
-5
-10
-5
-0+50 0+00 1+00 1+50
C-203
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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GMP
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IPT TECH. BRANCH HEAD
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C
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
COORDINATE
LAYOUT
SCHEDULE
COORDINATE
LAYOUT
SCHEDULE
KEY NOTES
LEGEND
C-401
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
C-402
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
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PLANT SCHEDULE - BIORETENTION (SHRUBS)
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
MD 354.01 STANDARD ENDWALL DETAIL
SANITARY SEWER SHALLOW MANHOLE DETAIL
SANITARY SEWER CLEANOUT DETAIL
MD 374.73 STANDARD GRATE INLET DETAIL
MD 384.01 STANDARD MANHOLE DETAIL
SANITARY SEWER CLEANOUT DETAIL
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
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C L
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F A
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ID
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4.
.2
S T
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D W
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I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-501
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F A
C
IL
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Y
.1
.2
GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
STANDARD THRUST BLOCK DETAIL
FIRE HYDRANT ASSEMBLY DETAIL
FIRE DEPARTMENT CONNECTION DETAIL
FIRE HYDRANT DETAIL
POST INDICATOR VALVE DETAIL TAPPING SLEEVE AND VALVE DETAIL DOMESTIC WATER METER DETAIL
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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I E
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GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-502
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F A
C
IL
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Y
.1
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
ASPHALT PAVEMENT SECTION
PRECAST CONCRETE WHEEL STOP DETAIL
18" OUTSIDE PIPE Ø 18"
12"
12"
18" OUTSIDE PIPE Ø 18"
PIPE TRENCH GRASS PATCHING
PIPE TRENCH ASPHALT PATCHING
NO PARKING MARKINGS
EXTERIOR EQUIPMENT PAD
JOINT SEALANT DETAIL
CONCRETE SIDEWALK
HEAVY DUTY CONCRETE PAVEMENT
CONNECT HEAVY DUTY CONCRETE
PAVEMENT TO ASPHALT PAVEMENT
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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I E
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IPT TECH. BRANCH HEAD
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
9'-6" 9'-6"
HANDICAP PARKING SIGNHANDICAP PARKING
PAVEMENT MARKER
HANDICAP PARKING
ACCESS AISLE
MD SHA DETECTABLE WARNING SURFACE
BOLLARD DETAIL
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
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SUITE 200
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L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-505
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
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2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
2020-09-21
P R
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F E S S I ONAL ENG I NE
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OF MARYLAND
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MI
U
No . 53990
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L Y
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F
I E
L D
GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-506
2850 EISENHOWER AVENUE
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CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
MDE B.3.B SPECIFICATIONS FOR BIORETENTION
12"MIN.
BIORETENTION CLEAN-OUT SECTIONBIORETENTION TYPICAL SECTION
M
I N
M
I N
3 FT
3 FT
WIDTH: REFER TO SHEET C-401
BIORETENTION OBSERVATION WELL SECTION
D E
P T
I N
C H
E S
RIPRAP LEVEL SPREADER DETAIL
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
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2850 EISENHOWER AVENUE
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OF MARYLAND
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MI
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No . 53990
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GMP
CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-507
2850 EISENHOWER AVENUE
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
AS-BUILT CERTIFICATION
AS-BUILT DATA FOR BIORETENTION
*TO BE COMPLETED BY THE CERTIFYING ENGINEER
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
2020-09-21
P R
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F E S S I ONAL ENG I NE
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OF MARYLAND
R
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MI
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No . 53990
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CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-508
STORMWATER MAINTENANCE SCHEDULE BIORETENTION BIORETENTION CONSTRUCTION NOTES:BIORETENTION CONSTRUCTION INSPECTION SCHEDULE:STORMWATER MAINTENANCE SCHEDULE BIORETENTION
TABLE B.3.2 MATERIALS SPECIFICATIONS FOR BIORETENTION
4" TO 6" RIGID
SCHEDULE 40 PVC OR
SDR35
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GMP
CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DRAWFORM REVISION: 06 APRIL 2017
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
2850 EISENHOWER AVENUE
SUITE 200
ALEXANDRIA, VA 22314
2020-09-21
P R
O
F E S S I ONAL ENG I NE
ER
ST
ATE
OF MARYLAND
R
AW
IA
MI
U
No . 53990
B N
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B
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1610271
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CHIEF ENG/ARCH
IPT TECH. BRANCH HEAD
PROJECT MANAGER
C-509
DECIDUOUS SHRUB PLANTING DETAIL
DECIDUOUS TREE PLANTING DETAIL
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CHIEF ENG/ARCH
DESIGN TEAM LEAD
PROJECT MANAGER
ELF
FPE
Ehan Weech Craig Guth
A. GENERAL
1. STRUCTURAL GENERAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES SUPPLEMENT
PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK
COVERAGE.
2. THE DESIGN OF THE STRUCTURE COMPLIES WITH THE INTERNATIONAL BUILDING CODE 2018.
3. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE DESIGN CRITERIA OF THE
TECHNICAL INSTRUCTIONS AS FOLLOWS:
a. IBC 2018 INTERNATIONAL BUILDING CODE 2018
b. UFC 1-200-01 DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)
c. UFC 3-110-03 ROOFING
c. UFC 3-301-01 STRUCTURAL ENGINEERING
f. UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
4. GRAVITY DESIGN LOADS ARE A FOLLOWS:
a. SUPERIMPOSED DEAD LOADS
(1) ROOFING SYSTEM….........PER CALCULATION BY PRE-ENGINEERED METAL BUILDING MANUFACTURER
(2) COLLATERAL ……………..10 PSF
b. LIVE LOADS
(1) SLAB ON GRADE ..…………………………………………………........100 PSF
(2) ROOF MINIMUM ……………………………………………………........ 20 PSF
5. IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE’S SECTION 1607.4, THE FLOOR SYSTEM SHALL BE DESIGNED TO WITHSTAND CONCENTRATED LOADS ASSUMED ACTING UNIFORMLY ON A 2-1/2 FEET
SQUARE AREA AND LOCATED TO PRODUCE THE MAXIMUM EFFECT IN STRUCTURAL MEMBERS.
6. DESIGN THE STRUCTURE TO RESIST SNOW LOADS IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE’S SECTION 1608 AND ASCE 7 CHAPTER 7. DESIGN INFORMATION IS AS FOLLOWS:
(1) GROUND SNOW LOAD ………………………………………………… Pg = 20 PSF
(2) FLAT ROOF SNOW LOAD ……………………………………………… Pf = 14 PSF
(3) SNOW EXPOSURE FACTOR (TABLE 7-2) …………………………... Ce = 1.0
(4) SNOW LOAD IMPORTANCE FACTOR (TABLE 7-4) …………………Is = 1.0
(5) ROOF THERMAL FACTOR (TABLE 7-3) ……………………...….……Ct = 1.0
b. DESIGN THE STRUCTURE TO RESIST DRIFT LOADS ON LOWER ROOFS IS IN ACCORDANCE WITH
INTERNATIONAL BUILDING CODE’S SECTION 1608 AND ASCE 7 SECTION 7-7.
7. DESIGN THE STRUCTURE TO RESIST WIND PRESSURES IS IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE’S SECTION 1609.0, WHICH IS BASED ON ASCE 7, CHAPTER 26. DESIGN INFORMATION IS
AS FOLLOWS:
a. BASIC 3 SECOND GUST WIND SPEED (FIGURE 26.5-1) ……...…...… 115 MILES PER HOUR
b. WIND EXPOSURE CATEGORY FOR MAIN RESISTING SYSTEM …... D
8. DESIGN THE STRUCTURE TO RESIST RAIN LOADS IS IN ACCORDANCE WITH INTERNATIONAL BUILDING
CODE’S SECTION 1611 AND ASCE 7 CHAPTER 8.
9. DESIGN THE STRUCTURE TO RESIST SEISMIC FORCES IS IN ACCORDANCE WITH INTERNATIONAL
BUILDING CODE’S SECTION 1613 AND ASCE 7.
a. RISK CATEGORY …………………..………………………………………... II
b. SEISMIC IMPORTANCE FACTOR (TABLE 11.5-1) ………..…………..... Ie = 1.0
c. SPECTRAL RESPONSE ACCELERATIONS (USGS SEISMIC HAZARDS PROGRAM)
(1) AT SHORT PERIODS ………………………………………………........ Ss = 0.11 g
(2) AT ONE SECOND PERIOD …………………………………………...... S1 = 0.04 g
d. SITE CLASS (TABLE 20.3-1) …………………………………….………….. E
e. SPECTRAL RESPONSE COEFFICIENTS
(1) AT SHORT PERIODS .………………………………………………....... Sds = 0.182 g
(2) AT ONE SECOND PERIOD ……………………….………………....... Sd1 = 0.12 g
f. SEISMIC DESIGN CATEGORY (TABLES 11.6-1 AND 11.6-2) …………. B
g. BASIC SEISMIC FORCE-RESISTING-SYSTEM (TABLE 12.2-1)……….. BRACED OR MOMENT FRAMES
h. RESPONSE MODIFICATION FACTOR (TABLE 12.2-1) ………………… R = 3
i. SEISMIC RESPONSE COEFFICIENT ………………………….……….…. Cs = 0.061
j. ANALYSIS PROCEDURE ………………………....................................…. EQUIVALENT LATERAL-FORCE
10. THE FOLLOWING ESTIMATED MECHANICAL EQUIPMENT WEIGHTS ARE COORDINATED WITH THE
MECHANICAL ENGINEER'S BASIS OF DESIGN:
a. RTH-1 = 250 POUNDS
b. RTH-2 = 250 POUNDS
c. FOR CASES WHERE THE PURCHASED EQUIPMENT EXCEEDS THE LISTED ESTIMATED EQUIPMENT
WEIGHT BY 10%, CONTACT THE STRUCTURAL ENGINEER TO DETERMINE IF STRUCTURAL
STRENGTHENING IS REQUIRED.
11. IMPOSED CONSTRUCTION LOADS IN EXCESS OF STATED DESIGN LOADS MUST BE APPROVED BY THE
STRUCTURAL ENGINEER PRIOR TO THE IMPOSITION OF SUCH LOADS.
12. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL DETERMINE THE SCOPE OF THE
STRUCTURAL WORK FROM THE CONTRACT DOCUMENTS TAKEN AS A WHOLE. THE STRUCTURAL
DRAWINGS SHALL NOT BE CONSIDERED SEPARATELY FOR PURPOSES OF BIDDING THE STRUCTURAL WORK. DUE CONSIDERATION SHALL BE GIVEN TO OTHER STRUCTURAL WORK OR WORK RELATED TO
THE STRUCTURE, INCLUDING NECESSARY COORDINATION DESCRIBED OR IMPLIED BY THE
ARCHITECTURAL AND MECHANICAL DRAWINGS.
13. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. NO DIMENSIONAL
INFORMATION SHALL BE OBTAINED BY DIRECT SCALING OF THE DRAWINGS.
14. DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED.
15. STRUCTURAL MEMBERS HAVE BEEN LOCATED AND DESIGNED TO ACCOMMODATE THE MECHANICAL
EQUIPMENT AND OPENINGS SPECIFIED BY THE MECHANICAL ENGINEER. ANY SUBSTITUTIONS
RESULTING IN REVISIONS TO THE STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO COORDINATE WITH THE STRUCTURAL ENGINEER.
16. COORDINATE STRUCTURAL SUPPORT LOCATIONS WITH EQUIPMENT SERVICE ACCESS CLEARANCES
PER EACH EQUIPMENT MANUFACTURER AND PER BUILDING CODE.
17. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS. REFER
TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLEEVES,
CURBS, INSERT, ETC. NOT HEREIN INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION
OR DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR
REINFORCEMENT, UNLESS NOTED OTHERWISE. LOCATION OF SLEEVES OR OPENINGS IN
STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL.
18. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL RESULTING REVISIONS TO
THE STRUCTURAL SYSTEM AS A RESULT OF ACCEPTANCE OF CONTRACTOR PROPOSED
ALTERNATIVES OR SUBSTITUTIONS.
19. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS FOR APPROVAL. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT IF THE GENERAL
CONTRACTOR FAILS TO OBTAIN APPROVAL OF THE SHOP DRAWINGS. SHOP DRAWINGS ARE
REVIEWED AS A CONVENIENCE TO THE GENERAL CONTRACTOR AND ARE NOT A CONTRACT
DOCUMENT. THE GENERAL CONTRACTOR SHALL STATE ON THE SHOP DRAWINGS THAT CONTRACT
DOCUMENT REQUIREMENTS HAVE BEEN MET AND THAT ALL DIMENSIONS, CONDITIONS AND
QUANTITIES HAVE BEEN REVIEWED AND…
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