N4008519R9186_A_2019-04-24_CTF_Drawing_Set_OT_Review.pdf
PDF 16 MB Posted
- Solicitation number
- N4008519R9186
About this file
This special notice announces an industry day for a proposed military construction project at Naval Support Activity Crane in Crane, Indiana. The project includes construction of an Underwater Launch Test Facility with a 130-foot deep pool, operational support building, warehouse, water treatment facility, mechanical and electrical building, and supporting site work. Construction value is estimated between $25-100 million.
The industry day will provide an overview of the project and an opportunity for questions on June 19-20, 2019. Preliminary design documents will be posted by June 5. Interested firms should RSVP by June 12 with attendee names. The event is open to all contractors and is not limited to current NAVFAC contractors. Photo ID is required for US citizens and form SF-5512 for foreign nationals. The primary point of contact is Holly Manning at NAVFAC Mid-Atlantic. The solicitation for design-build proposals is planned for late January 2020.
N4008519R9186_A_2019-04-24_CTF_Drawing_Set_OT_Review.pdf
View the file
Other files
Show all 25
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
N
H
W
Y
H
H
SITE
LOCATION
GREENWOOD LAKE
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
O
F
T
E
A V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
R
S
O
U L D
V
I E
W
C T
F
C
O V
E
E T
CTF-G-001
AS NOTED
KM DP
F I L
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
G d w g
Y O
U
M
E
C
T F
G
P
O
T T
E D
T u e s d a y
A p r i l a m
E
R p a t e l d
P-409 UNDERWATER LAUNCH TEST FACILITY
NAVAL SUPPORT ACTIVITY (NSA)
SITE LOCATION MAP
PREPARED FOR US NAVY BY:
JACOBS ENGINEERING GROUP INC.
APRIL 24, 2019
SCALE: 1"=1600'±
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
CONCEPT DEVELOPMENT
CRANE, INDIANA
JACOBS
Typewritten Text
CONCEPT DEVELOPMENT
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
T F
O R
C O
N S
T R
U C
T
IO
N
P R
E L
IM
IN
A
R Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
A
B
C
D
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
<<PM/DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
1 2 3 4 5
/2
/2
:3
:3 P
M
CTF-G-002
C R
A N
E
IN
D
IA
N
A
Designer Author Checker
IN
D
E X
O F
D R
A W
IN
G
S
N S
A C
R A
N E
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
IT
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
M
ID
-A
T L A
N T
IC
C T
F -G
-0
IN
D
E X
O F
D R
A W
IN
G
S
CTF - GENERAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
1 CTF-G-001 COVER SHEET
2 CTF-G-002 INDEX OF DRAWINGS 1
3 CTF-G-003 INDEX OF DRAWINGS 2
CTF - CIVIL / SITE
SHEET NUMBER DRAWING NUMBER SHEET TITLE
4 CTF-C-001 GENERAL NOTES
5 CTF-C-002 GENERAL NOTES
6 CTF-C-003 ABBREVIATIONS & SYMBOLS
7 CTF-C-101 EXISTING CONDITIONS PLAN
8 CTF-C-102 HORIZONTAL CONTROL PLAN
9 CTF-CD101 DEMOLITION PLAN
10 CTF-CS101 OVERALL SITE PLAN
11 CTF-CS102 SITE PLAN
12 CTF-CS103 SITE PLAN
13 CTF-CS104 SITE PLAN
14 CTF-CS105 SITE PLAN
15 CTF-CG101 OVERALL GRADING PLAN
16 CTF-CG102 GRADING PLAN
17 CTF-CG103 GRADING PLAN
18 CTF-CG104 GRADING PLAN
19 CTF-CG105 GRADING PLAN
20 CTF-CU101 OVERALL DRAINAGE & UTILITY PLAN
21 CTF-CU102 DRAINAGE & UTILITY PLAN
22 CTF-CU103 DRAINAGE & UTILITY PLAN
23 CTF-CU104 DRAINAGE & UTILITY PLAN
24 CTF-CU105 DRAINAGE & UTILITY PLAN
25 CTF-CT101 TRUCK MANEUVERING PLAN
26 CTF-C-501 CONSTRUCTION DETAILS
27 CTF-C-502 CONSTRUCTION DETAILS
28 CTF-C-503 CONSTRUCTION DETAILS
29 CTF-C-504 CONSTRUCTION DETAILS
30 CTF-C-505 CONSTRUCTION DETAILS
31 CTF-C-506 CONSTRUCTION DETAILS
32 CTF-C-507 CONSTRUCTION DETAILS
33 CTF-C-508 CONSTRUCTION DETAILS
34 CTF-C-509 CONSTRUCTION DETAILS
35 CTF-C-510 CONSTRUCTION DETAILS
36 CTF-C-511 CONSTRUCTION DETAILS
37 CTF-C-512 CONSTRUCTION DETAILS
38 CTF-C-513 CONSTRUCTION DETAILS
39 CTF-C-514 CONSTRUCTION DETAILS
40 CTF-C-515 CONSTRUCTION DETAILS
41 LP-CS401 LAUNCH PIT PLATFORM ENLARGED PLAN
42 LP-S-501 LAUNCH PIT PLAN AND SECTION
43 LP-S-502 LAUNCH PIT SOIL ANCHOR ARRANGEMENT
44 LP-S-503 LAUNCH PIT SOIL ANCHOR DETAILS
45 LP-S-504 LAUNCH PIT PLATFORM DETAILS
46 LP-S-505 LAUNCH PIT PLATFORM DETAILS
47 LP-S-506 LAUNCH PIT PLATFORM DETAILS
CTF - SITE ELECTRICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
48 CTF-ES101 OVERALL ELECTRIC & COMMUNICATION UTILITY PLAN
49 CTF-ES102 ELECTRIC & COMMUNICATION UTILITY PLAN
50 CTF-ES103 ELECTRIC & COMMUNICATION UTILITY PLAN
51 CTF-ES104 ELECTRIC & COMMUNICATION UTILITY PLAN
52 CTF-ES105 ELECTRIC & COMMUNICATION UTILITY PLAN
53 CTF-ES106 OVERALL ELECTRIC EXTENSION PLAN
54 CTF-ES107 ELECTRIC EXTENSION PLAN
55 CTF-ES108 ELECTRIC EXTENSION PLAN
56 CTF-ES109 ELECTRIC EXTENSION PLAN
57 CTF-ES110 ELECTRIC EXTENSION PLAN
58 CTF-ES111 ELECTRIC EXTENSION PLAN
59 CTF-ES601 SINGLE LINE DIAGRAM
60 CTF-ES610 EXTENSION SINGLE LINE DIAGRAM
61 CTF-T-601 UTLF NETWORK DIAGRAM
OSB - STRUCTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
62 OSB-S-001 STRUCTURAL GENERAL NOTES
63 OSB-S-002 STRUCTURAL GENERAL NOTES
64 OSB-S-003 STRUCTURAL SPECIAL INSPECTIONS
65 OSB-S-101 STRUCTURAL FOUNDATION PLAN
66 OSB-S-102 STRUCTURAL FRAMING PLAN
67 OSB-S-103 STRUCTURAL FRAMING PLAN
68 OSB-S-201 STRUCTURAL ELEVATIONS
69 OSB-S-202 STRUCTURAL ELEVATIONS
70 OSB-S-203 STRUCTURAL ELEVATIONS
71 OSB-S-204 STRUCTURAL ELEVATIONS
72 OSB-S-301 STRUCTURAL FOUNDATION SECTIONS
73 OSB-S-302 STRUCTURAL FOUNDATION SECTIONS
74 OSB-S-501 STRUCTURAL DETAILS
75 OSB-S-502 STRUCTURAL DETAILS
76 OSB-S-503 STRUCTURAL DETAILS
77 OSB-S-504 STRUCTURAL DETAILS
78 OSB-S-505 STRUCTURAL DETAILS
79 OSB-S-506 STRUCTURAL DETAILS
80 OSB-S-507 STRUCTURAL DETAILS
OSB - ARCHITECTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
81 OSB-A-001 GENERAL NOTES, ABBREVIATIONS
82 OSB-A-002 SYMBOLS, ARCHITECTURAL NOTES, DEBRIS & DUST CONTROL NOTES
83 OSB-A-003 TOILET ACCESSORIES TYPICAL MOUNTING HEIGHTS
84 OSB-A-011 CODE ANALYSIS
85 OSB-A-012 LIFE SAFETY PLANS
86 OSB-A-101 FIRST FLOOR PLAN
87 OSB-A-102 MEZZANINE LEVEL & REFLECTED CEILING PLAN
88 OSB-A-103 FIRST FLOOR & MEZZANINE LEVEL FURNITURE & EQUIPMENT PLANS
89 OSB-A-104 ROOF PLAN
90 OSB-A-105 FIRST FLOOR REFLECTED CEILING PLAN
91 OSB-A-106 HIGH BAY REFLECTED CEILING PLAN
92 OSB-A-201 NORTH AND SOUTH ELEVATIONS
93 OSB-A-202 EAST AND WEST ELEVATIONS
94 OSB-A-301 BUILDING CROSS SECTION
95 OSB-A-302 BUILDING LONGITUDINAL SECTION
96 OSB-A-310 WALL SECTIONS
97 OSB-A-320 WALL DETAILS
98 OSB-A-321 WALL DETAILS-2
99 OSB-A-330 COLUMN AND WALL PLAN DETAILS
100 OSB-A-331 COLUMN AND WALL PLAN DETAILS -2
101 OSB-A-402 ENLARGED PLANS
102 OSB-A-403 ENLARGED - TOILETS
103 OSB-A-411 ENLARGED ALCOVE FLOOR AND REFLECTED CEILING PLANS
104 OSB-A-501 PARTITION TYPES
105 OSB-A-531 DETAILS
106 OSB-A-601 DOOR SCHEDULE
OSB - FIRE PROTECTION
SHEET NUMBER DRAWING NUMBER SHEET TITLE
107 OSB-FA001 FIRE ALARM AND MASS NOTIFICATION GENERAL NOTES, SYMBOLS,
AND ABBREVIATIONS
108 OSB-FA101 FIRE ALARM AND MASS NOTIFICATION FIRST FLOOR PLAN
109 OSB-FA501 FIRE ALARM AND MASS NOTIFICATION DETAILS
110 OSB-FA502 FIRE ALARM AND MASS NOTIFICATION MATRIX OF OPERATIONS
111 OSB-FX001 FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND
ABBREVIATIONS
112 OSB-FX101 FIRE SUPPRESSION FIRST FLOOR PLAN
113 OSB-FX501 FIRE SUPPRESSION DETAILS
OSB - PLUMBING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
114 OSB-P-001 PLUMBING SYMBOLS, NOTES, AND ABBREVIATIONS
115 OSB-P-101 PLUMBING FLOOR PLAN
116 OSB-P-501 PLUMBING DETAILS
117 OSB-P-601 PLUMBING SCHEDULES
118 OSB-P-901 PLUMBING ISOMETRICS
119 OSB-P-902 PLUMBING ISOMETRICS
120 OSB-P-903 PLUMBING ISOMETRICS
OSB - MECHANICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
121 OSB-M-001 MECHANICAL SYMBOLS, NOTES, AND ABBREVIATIONS
122 OSB-M-002 MECHANICAL SYMBOLS, NOTES, AND ABBREVIATIONS
123 OSB-M-101 MECHANICAL FLOOR PLAN
124 OSB-M-401 ENLARGED MECHANICAL PLAN
125 OSB-M-501 MECHANICAL DETAILS
126 OSB-M-502 MECHANICAL DETAILS
127 OSB-M-503 MECHANICAL DETAILS
128 OSB-M-601 MECHANICAL SCHEDULES
129 OSB-M-701 MECHANICAL CONTROLS
130 OSB-M-702 MECHANICAL CONTROLS
131 OSB-M-703 MECHANICAL CONTROLS
132 OSB-M-704 MECHANICAL CONTROLS
133 OSB-M-705 MECHANICAL CONTROLS
134 OSB-M-706 MECHANICAL CONTROLS
135 OSB-M-901 MECHANICAL ISOMETRICS
OSB - ELECTRICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
136 OSB-E-001 LEGEND, GENERAL NOTES AND ABBREVIATIONS
137 OSB-E-101 FIRST FLOOR POWER PLAN
138 OSB-E-102 SECOND FLOOR POWER PLAN
139 OSB-E-103 FIRST FLOOR MECH. POWER PLAN
140 OSB-E-104 GROUNDING PLAN
141 OSB-E-401 ENLARGED POWER PLANS
142 OSB-E-601 SINGLE LINE DIAGRAM (OSB)
143 OSB-E-701 PANEL SCHEDULES
144 OSB-E-702 PANEL SCHEDULES
145 OSB-E-703 PANEL SCHEDULES
OSB - ELECTRICAL LIGHTING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
146 OSB-EL101 FIRST FLOOR LIGHTING PLAN
147 OSB-EL102 HIGH BAY AND MEZZANINE LIGHTING PLAN
OSB - TELECOMMUNICATIONS
SHEET NUMBER DRAWING NUMBER SHEET TITLE
148 OSB-T-101 DATA AND TELEPHONE PLAN
149 OSB-T-601 INTERNAL AND EXTERNAL WIRING / CONDUIT LAYOUT
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
O V
E R
T H
E S
H O
U L
D E
R R
E V
IE
W
/2 /2 stmurphy stmurphy Typewritten Text
CONCEPT DEVELOPMENT
T F
O R
C O
N S
T R
U C
T
IO
N
P R
E L
IM
IN
A
R Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
A
B
C
D
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
<<PM/DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
<<XX>>
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
1 2 3 4 5
/2
/2
:3
:3 P
M
CTF-G-003
C R
A N
E
IN
D
IA
N
A
Designer Author Checker
IN
D
E X
O F
D R
A W
IN
G
S
N S
A C
R A
N E
P -4
U
N D
E R
W A
T E
R L
A U
N C
H T
E S
T F
A C
IL
IT
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
M
ID
-A
T L A
N T
IC
C T
F -G
-0
IN
D
E X
O F
D R
A W
IN
G
S
WHS - STRUCTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
150 WHS-S-001 STRUCTURAL GENERAL NOTES
151 WHS-S-002 STRUCTURAL GENERAL NOTES
152 WHS-S-003 STRUCTURAL SPECIAL INSPECTIONS
153 WHS-S-101 STRUCTURAL FOUNDATION PLAN
154 WHS-S-102 STRUCTURAL MEZZANINE FRAMING PLAN
155 WHS-S-103 STRUCTURAL FRAMING PLAN
156 WHS-S-201 STRUCTURAL ELEVATIONS
157 WHS-S-202 STRUCTURAL ELEVATIONS
158 WHS-S-203 STRUCTURAL ELEVATIONS
159 WHS-S-301 STRUCTURAL FOUNDATION SECTIONS
160 WHS-S-501 STRUCTURAL DETAILS
161 WHS-S-502 STRUCTURAL DETAILS
162 WHS-S-503 STRUCTURAL DETAILS
163 WHS-S-504 STRUCTURAL DETAILS
164 WHS-S-505 STRUCTURAL DETAILS
165 WHS-S-506 STRUCTURAL DETAILS
166 WHS-S-507 STRUCTURAL DETAILS
WHS - ARCHITECTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
167 WHS-A-011 FIRST FLOOR - LIFE SAFETY PLAN
168 WHS-A-101 FIRST FLOOR PLAN
169 WHS-A-102 MEZZANINE FLOOR PLAN
170 WHS-A-104 ROOF PLAN
171 WHS-A-105 FIRST FLOOR ENLARGED AND REFLECTED CEILING PLAN
172 WHS-A-106 REFLECTED CEILING PLAN
173 WHS-A-201 NORTH AND SOUTH ELEVATIONS
174 WHS-A-202 EAST AND WEST ELEVATIONS
175 WHS-A-301 BUILDING SECTIONS
176 WHS-A-310 WALL SECTIONS
177 WHS-A-320 WHS - WALL DETAILS
178 WHS-A-330 COLUMN AND WALL PLAN DETAILS
179 WHS-A-401 INTERIOR SECTIONS
180 WHS-A-403 ENLARGED TOILET PLAN AND ELEVATIONS
181 WHS-A-501 PARTITION TYPES
182 WHS-A-510 ROOF DETAILS
183 WHS-A-511 ROOF DETAILS
184 WHS-A-601 DOOR SCHEDULE
WHS - FIRE PROTECTION
SHEET NUMBER DRAWING NUMBER SHEET TITLE
185 WHS-FA001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
186 WHS-FA101 FIRE ALARM FIRST FLOOR PLAN
187 WHS-FA501 FIRE ALARM DETAILS
188 WHS-FA502 FIRE ALARM MATRIX OF OPERATIONS
189 WHS-FX001 FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND
ABBREVIATIONS
190 WHS-FX101 FIRE SUPPRESSION FIRST FLOOR PLAN
191 WHS-FX501 FIRE SUPPRESSION DETAILS
WHS - PLUMBING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
192 WHS-P-101 PLUMBING FLOOR PLAN
WHS - MECHANICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
193 WHS-M-101 MECHANICAL FLOOR PLAN
194 WHS-M-401 MECHANICAL ENLARGED PLAN
195 WHS-M-601 MECHANICAL SCHEDULES
WHS - ELECTRICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
196 WHS-E-001 LEGEND, GENERAL NOTES AND ABBREVIATIONS
197 WHS-E-101 FIRST FLOOR POWER PLAN
198 WHS-E-102 FIRST FLOOR MECHANICAL POWER PLAN
199 WHS-E-103 GROUNDING PLAN
200 WHS-E-401 ENLARGED POWER PLANS
201 WHS-E-701 PANEL SCHEDULES
WHS - ELECTRICAL LIGHTING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
202 WHS-EL101 LIGHTING PLAN
WHS - TELECOMMUNICATIONS
SHEET NUMBER DRAWING NUMBER SHEET TITLE
203 WHS-T-101 DATA AND TELEPHONE PLAN
204 WHS-T-601 INTERNAL AND EXTERNAL WIRING / CONDUIT LAYOUT
WTB - STRUCTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
205 WTB-S-001 STRUCTURAL GENERAL NOTES
206 WTB-S-002 STRUCTURAL GENERAL NOTES
207 WTB-S-003 STRUCTURAL SPECIAL INSPECTIONS
208 WTB-S-101 STRUCTURAL FOUNDATION PLAN
209 WTB-S-102 STRUCTURAL FRAMING PLAN
210 WTB-S-201 STRUCTURAL ELEVATIONS
211 WTB-S-202 STRUCTURAL ELEVATIONS
212 WTB-S-203 STRUCTURAL ELEVATIONS
213 WTB-S-301 STRUCTURAL FOUNDATION SECTIONS
214 WTB-S-501 STRUCTURAL DETAILS
215 WTB-S-502 STRUCTURAL DETAILS
216 WTB-S-503 STRUCTURAL DETAILS
217 WTB-S-504 STRUCTURAL DETAILS
218 WTB-S-505 STRUCTURAL DETAILS
219 WTB-S-506 STRUCTURAL DETAILS
220 WTB-S-507 STRUCTURAL DETAILS
WTB - ARCHITECTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
221 WTB-A-101 FIRST FLOOR PLAN
222 WTB-A-104 ROOF PLAN
223 WTB-A-105 FIRST FLOOR REFLECTED CEILING PLAN
224 WTB-A-201 NORTH AND SOUTH ELEVATIONS
225 WTB-A-202 EAST AND WEST ELEVATIONS
226 WTB-A-301 BUILDING CROSS SECTION
227 WTB-A-302 BUILDING LONGITUDINAL SECTION
228 WTB-A-401 ENLARGED TOILET PLAN
WTB - FIRE PROTECTION
SHEET NUMBER DRAWING NUMBER SHEET TITLE
229 WTB-FA001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
230 WTB-FA101 FIRE ALARM FIRST FLOOR PLAN
231 WTB-FA501 FIRE ALARM DETAILS
232 WTB-FA502 FIRE ALARM MATRIX OF OPERATIONS
WTB - PLUMBING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
233 WTB-P-101 PLUMBING FLOOR PLAN
WTB - PROCESS
SHEET NUMBER DRAWING NUMBER SHEET TITLE
234 WTB-DI001 LEGEND AND ABBREVIATIONS
235 WTB-DI601 PROCESS FLOW DIAGRAM
236 WTB-DI602 I&C SL CENTRAL CHEMICAL TREATMENT PROCESS
237 WTB-DI603 I&C SL CENTRAL CHEMICAL TREATMENT PROCESS
238 WTB-DI604 I&C HYPOCHLORITE AND BISULFITE STORAGE P&ID
239 WTB-DI605 I&C ANALYZERS P&ID
240 WTB-DI606 I&C ACID AND SODA ASH STORAGE
241 WTB-DI610 I&C LAUNCH PIT PUMPS
242 WTB-DI611 I&C LAUNCH PIT PUMPS DISCHARGE & AIR COMPRESSOR
243 WTB-DI612 I&C SANITARY LIFT STATION
244 WTB-DP101 WTB PLAN
245 WTB-D-301 SECTIONS
246 WTB-D-302 SECTIONS
247 WTB-DP102 LAUNCH PIT PUMP PLAN
248 WTB-D-303 LAUNCH PIT PUMP SECTIONS
249 WTB-D-304 LAUNCH PIT FILL & DISCHARGE VALVE VAULTS
250 WTB-D-305 SANITARY LIFT STATION PLAN AND SECTION
WTB - MECHANICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
251 WTB-M-101 MECHANICAL FLOOR PLAN
252 WTB-M-601 MECHANICAL SCHEDULES
WTB - ELECTRICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
253 WTB-E-001 LEGEND, GENERAL NOTES AND ABBREVIATIONS
254 WTB-E-101 FIRST FLOOR POWER PLAN
255 WTB-E-102 FIRST FLOOR MECHANICAL POWER PLAN
256 WTB-E-103 GROUNDING PLAN
257 WTB-E-401 ENLARGED POWER PLANS
258 WTB-E-601 SINGLE LINE DIAGRAM
259 WTB-E-701 PANEL SCHEDULES
WTB - ELECTRICAL LIGHTING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
260 WTB-EL101 LIGHTING PLAN
WTB - TELECOMMUNICATIONS
SHEET NUMBER DRAWING NUMBER SHEET TITLE
261 WTB-T-101 DATA AND TELEPHONE PLAN
262 WTB-T-601 INTERNAL AND EXTERNAL WIRING / CONDUIT LAYOUT
MEB - STRUCTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
263 MEB-S-001 STRUCTURAL GENERAL NOTES
264 MEB-S-002 STRUCTURAL GENERAL NOTES
265 MEB-S-003 STRUCTURAL SPECIAL INSPECTIONS
266 MEB-S-101 STRUCTURAL FOUNDATION PLAN
267 MEB-S-102 STRUCTURAL ROOF FRAMING PLAN
268 MEB-S-201 STRUCTURAL ELEVATIONS
269 MEB-S-202 STRUCTURAL ELEVATIONS
270 MEB-S-301 STRUCTURAL FOUNDATION SECTIONS
271 MEB-S-501 STRUCTURAL DETAILS
272 MEB-S-502 STRUCTURAL DETAILS
273 MEB-S-503 STRUCTURAL DETAILS
274 MEB-S-504 STRUCTURAL DETAILS
MEB - ARCHITECTURAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
275 MEB-A-101 FIRST FLOOR PLAN & EQUIPMENT LAYOUT PLAN
276 MEB-A-104 ROOF PLAN
277 MEB-A-105 FIRST FLOOR REFLECTED CEILING PLAN
278 MEB-A-201 NORTH AND SOUTH ELEVATIONS
279 MEB-A-202 EAST AND WEST ELEVATIONS
280 MEB-A-301 BUILDING CROSS SECTION
MEB - FIRE PROTECTION
SHEET NUMBER DRAWING NUMBER SHEET TITLE
MEB - PLUMBING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
MEB - MECHANICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
MEB - ELECTRICAL
SHEET NUMBER DRAWING NUMBER SHEET TITLE
281 MEB-E-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES
282 MEB-E-101 FIRST FLOOR POWER PLAN
283 MEB-E-102 FIRST FLOOR MECHANICAL POWER PLAN
284 MEB-E-103 GROUNDING PLAN
285 MEB-E-701 PANEL SCHEDULES
MEB - ELECTRICAL LIGHTING
SHEET NUMBER DRAWING NUMBER SHEET TITLE
286 MEB-EL101 LIGHTING PLAN
MEB - TELECOMMUNICATIONS
SHEET NUMBER DRAWING NUMBER SHEET TITLE
287 MEB-T-101 DATA AND TELPHONE PLAN
288 MEB-T-601 INTERNAL AND EXTERNAL WIRING / CONDUIT LAYOUT
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
O V
E R
T H
E S
H O
U L
D E
R R
E V
IE
W
/2 /2 stmurphy stmurphy
I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l p
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
G
E N
E R
T
E S
CTF-C-001
AS NOTED
KM MD KM
CIVIL/SITE CONSTRUCTION GENERAL NOTES:
1. THESE PLANS REFERENCE LOCATION AND TOPOGRAPHIC SURVEY PREPARED BY:
PROVIDE ALL SITE CONSTRUCTION AND RELATED DOCUMENTATION INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
2. IMPROVEMENTS IN ACCORDANCE WITH UNIFIED FACILITIES GUIDE SPECIFICATIONS, WITH AMENDMENTS THERETO AND AS SPECIFIED IN THESE SITE PLANS
AND TECHNICAL SPECIFICATIONS.
3. AERIAL PHOTO TAKEN FROM CAL-ATLAS PROJECTS RELEASE PACKAGES OF DATA FOR PUBLIC ACCESS (WWW.ATLAS.CA.GOV).
4. TOPOGRAPHIC INFORMATION TAKEN FROM MAP EDITED AND PUBLISHED BY THE GEOLOGICAL SURVEY CONTROL BY USGS AND NOS/NOAA
5. PRIOR TO ANY CONSTRUCTION, PROVIDE A DETAILED TRAFFIC LANE CLOSURE PLAN AND PHASING PLAN INCLUSIVE OF A WRITTEN SEQUENCE OF CONSTRUCTION AND PLANS SHOWING
PHASED WORK AREAS, STOCKPILE AREAS, WORKER PARKING AREAS, TRAILER LOCATION, MATERIAL STORAGE AREAS, MAINTAINED SITE ENTRANCE LOCATION, PORTABLE SANITARY
STATIONS, HAUL ROUTES AND ALL OTHER NECESSARY CONSTRUCTION AREAS. ALL MATERIAL STORAGE AND CONTRACTOR OPERATIONS SHALL BE LOCATED WITHIN THE 1000' x 1000'
LTF PARCEL IDENTIFIED ON THE PLANS. SUBMIT PHASING PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
6. PROPER AND SUFFICIENT CONSTRUCTION PROTECTION TO THE WORKERS AND ALL PERSONNEL ONSITE. OSHA AND OTHER LOCAL, STATE, AND FEDERAL CODES
SHALL BE FOLLOWED.
7. WORK AND MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL AND STATE CONSTRUCTION CODES, LATEST EDITION.
8. QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. VERIFY ALL QUANTITIES AND PROVIDE MATERIAL, LABOR, SURVEYING, AND COORDINATION
WITH UTILITY COMPANIES AND CONTRACTING OFFICER NECESSARY TO CONSTRUCT THE PROJECT COMPLETE AND AS GENERALLY INTENDED IN THE CONTRACT DOCUMENTS.
9. DISTURBED AREAS SHALL BE RESTORED AS INDICATED ON THE LANDSCAPING AND IRRIGATION PLAN.
10. IMPLEMENT AND MAINTAIN ALL SOIL EROSION CONTROL STRUCTURES AND MEASURES THROUGHOUT CONSTRUCTION. FOLLOW CALIFORNIA SOIL EROSION AND SEDIMENT
CONTROL REQUIREMENTS. MODIFICATIONS TO THE SEQUENCE OF CONSTRUCTION SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND PROCESSING FOR
APPROVAL.
11. EXISTING INLETS, STORMWATER PIPING AND/OR SWALES IMMEDIATELY BELOW THE DISTURBED AREA SHALL HAVE TEMPORARY FILTER FABRIC OR AN APPROVED
EQUAL, TO PREVENT ENTRY OF SEDIMENT DURING CONSTRUCTION. DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE SOIL EROSION CONTROL PLAN.
AN UPDATED SEQUENCE OF CONSTRUCTIONSCHEDULE SHALL BE SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO START OF WORK.
12. IN CASE OF DISCREPANCIES BETWEEN THESE PLANS AND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY.
13. SUBMISSIONS REQUIRED FOR DOCUMENTATION OF CONFORMANCE TO THE CONTRACT PLANS, DOCUMENTS, AND SPECIFICATIONS SHALL BE PROVIDED TO THE
CONTRACTING OFFICER FOR DISTRIBUTION TO THE APPROPRIATE REVIEWER.
14. DESIGN TEMPORARY CONSTRUCTION STRUCTURES SUCH AS SHEETING & SHORING FOR EXCAVATIONS. PROVIDE DESIGN CALCULATIONS AND DRAWINGS SHOWING LOCATION, EXTENT, AND CONSTRUCTION DETAILS OF SAID TEMPORARY STRUCTURES AND SUPPORTS PROPOSED. DOCUMENTS SHALL BE PREPARED AND SEALED BY A CA LICENSED PROFESSIONAL
ENGINEER.
15. DESIGN TEMPORARY CLOSURES, BARRICADES, RAILINGS, AND TEMPORARY PROTECTION USED TO PROTECT THE WORK, AND PERSONNEL. IF REQUESTED, PROVIDE DRAWINGS
INDICATING THE LOCATIONS, EXTENT, AND CONSTRUCTION DETAILS OF SAME. ALL TEMPORARY CONSTRUCTION STRUCTURES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF CALIFORNIA.
16. INGRESS AND EGRESS TO AND FROM THE CONSTRUCTION SITE SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION EQUIPMENT SHALL NOT
OBSTRUCT ROADWAYS AND/OR PASSAGEWAYS.
17. MAINTAIN THE CONSTRUCTION SITE AND THE AREAS OF WORK DAILY WHILE PERFORMING THIS CONTRACT. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE
ON A DAILY BASIS. NO BURNING OF DEBRIS OR EXPLOSIVES SHALL BE PERMITTED WITHOUT APPROVAL OF THE APPROPRIATE JURISDICTIONAL AGENCIES AND CONTRACTING OFFICER.
NO BURNING OR USE OF EXPLOSIVES SHALL BEGIN WITHOUT REQUIRED APPROVALS IN WRITING.
18. PREPARE, LAYOUT, AND INSTALL WORK IN SUCH A MANNER AS NOT TO DELAY OR INTERFERE WITH THE PROGRESS OF OTHER BASE CONTRACT WORK AND/OR ANY
WORK DESIGNATED TO BE PERFORMED UNDER ANY OTHER CONTRACTS ON THE BASE.
19. THE PERFORMANCE OF ALL WORK IN THE CONTRACT DOCUMENTS INCLUDING DEMOLITION AND REMOVALS AND INSTALLATION OF ALL MATERIALS SHALL BE IN FULL COMPLIANCE WITH
CODES, RULES, AND REGULATIONS GOVERNING SAID WORK.
20. BEFORE THE EXECUTION OF WORK, NOTIFY CA ONE-CALL AND ALL LOCAL UTILITY COMPANIES/PURVEYORS OWNING OR HAVING JURISDICTION CONCERNING UTILITIES
ON/ADJACENT TO THE SITE AND ARRANGE FOR MARK-OUT, REMOVAL OR RELOCATION OF THE ITEMS AS REQUIRED TO COMPLETE THE WORK.
21. PROVIDE ALL TESTING SERVICES.
22. QUALITY CONTROL INSPECTION AND TESTING SHALL BE MADE BY A USACE-APPROVED LABORATORY UNDER CONTRACT TO THE CONTRACTOR. COPIES OF REPORTS AND TESTING
RESULTS ASSOCIATED WITH THE CONTRACTOR'S QUALITY CONTROL PROGRAM SHALL BE SUBMITTED TO THE CONTRACTING OFFICER.
23. ILLUMINATE AND PROTECT EXCAVATED TRENCHES AND OPENINGS AT ALL TIMES TO PROTECT AGAINST INJURY TO WORKERS, PEDESTRIANS, TORTOISES, WILDLIFE, ETC.
TEMPORARY DESERT TORTOISE FENCE SHALL BE INSTALLED AROUND ALL OPEN TRENCHES AT NIGHT.
24. DO NOT SCALE DRAWINGS. DETAILS, NOTES, AND THE LIKE ARE TYPICAL AND APPLY IN GENERAL TO SIMILAR CONDITIONS.
25. BY SUBMITTING A PROPOSAL OR AGREEMENT TO PERFORM WORK, THE CONTRACTOR AGREES THAT HE IS SKILLED AND EXPERIENCED IN THE USE AND INTERPRETATION
OF PLANS AND SPECIFICATIONS, HE HAS CAREFULLY REVIEWED THE PLANS AND SPECIFICATIONS FOR THIS PROJECT AND HAS FOUND THEM TO BE FREE OF
AMBIGUITIES AND SUFFICIENT FOR BID AND CONSTRUCTION PURPOSES. FURTHER, HE HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND FROM HIS OWN
OBSERVATIONS IS SATISFIED AS TO THE NATURE AND LOCATION OF THE WORK; THE CHARACTER, QUALITY, AND QUANTITY OF MATERIALS; THE DIFFICULTIES LIKELY TO
BE ENCOUNTERED, AND OTHER ITEMS WHICH MAY AFFECT THE PERFORMANCE OF WORK.
26. WORK SHALL BE SCHEDULED AND FULLY COORDINATED IN ADVANCE OF PERFORMANCE WITH THE CONTRACTING OFFICER.
27. EDGE OF TRAVELWAY RADII ARE 3' UNLESS OTHERWISE NOTED.
28. TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) REQUIREMENTS.
29. THE CONTRACTOR SHALL ANTICIPATE 5 FULL DAY CONSTRUCTION SHUT DOWNS DURING EACH CONSTRUCTION YEAR PERIOD (AND/OR PART THEREOF) DUE TO OTHER
BASE OPERATIONS. WRITTEN NOTIFICATION SHALL BE PROVIDED 7 DAYS PRIOR TO THE REQUIRED SHUT DOWN.
GRADING NOTES:
1. GRADE: MAXIMUM SLOPE OF DISTURBED AND RESTORED AREAS SHALL BE 3:1.
2. ALL SUB-GRADE MATERIAL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROVIDE CERTIFICATION BY A LICENSED PROFESSIONAL
GEOTECHNICAL ENGINEER THAT ALL SUBGRADES BELOW AND AGAINST STRUCTURAL IMPROVEMENTS INCLUDING FOUNDATIONS, PAVEMENT, CRANE PADS, BELOW GRADE
STRUCTURES, SIDEWALKS, WALLS, AND OTHER PROJECT COMPONENTS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3. THE MAXIMUM GRADE WITHIN ACCESSIBLE PARKING STALLS/ACCESS AISLES SHALL BE 2.0%.
4. PROPOSED SPOT ELEVATIONS AND CONTOURS SHOWN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.
5. THE MAXIMUM SLOPE WITHIN THE PARKING AREAS SHALL BE 5%.
6. ACCESSIBLE ACCESS WAYS AND IMPROVEMENTS SHALL BE IN ACCORDANCE WITH FEDERAL REQUIREMENTS.
7. NOTIFY THE CONTRACTING OFFICER OF ANY SUBGRADES NOT MEETING THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. PROVIDE THE CONTRACTING OFFICER WITH
RECOMMENDATIONS FOR REMOVAL LIMITS.
8. ALL EXISTING GRADES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
9. PROVIDE GRADE SHEETS TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO PAVEMENT/VEHICLE TRAVELWAY INSTALLATION.
10. ALL STAIRS/STEPS SHALL INCLUDE HANDRAILS.
11. REFER TO GEOTECHNICAL REPORT IN THE PROJECT SPECIFICATIONS FOR CLASSIFICATION OF SUBGRADE MATERIALS.
12. BORROW OR SELECT FILL USED ON-SITE SHALL BE HAULED IN FROM OFF-BASE SOURCES.
13 EXCESS CUT ESTIMATED AT 4,400 C.Y. SHALL BE TRANSPORTED TO AN ON BASE BORROW PIT LOCATED WITHIN 1.5 MILES OF THE PROJECT SITE.
CONCRETE AND REINFORCEMENT NOTES:
1. DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS USING NORMAL WEIGHT CONCRETE:
A. 28-DAY CONCRETE CYLINDER STRENGTH:
SLABS ON GROUND 4,000 PSI
FOOTINGS, FOUNDATION WALLS, AND OTHER CONCRETE INCLUDING PIERS 4,000 PSI
B. DEFORMED BAR REINFORCEMENT 60,000 PSI
C. WELDED WIRE REINFORCEMENT 65,000 PSI
2. PROVIDE THE FOLLOWING MINIMUM COVER FOR REINFORCEMENT:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3 IN.
B. CONCRETE EXPOSED TO EARTH OR WEATHER.
NO. 6 THROUGH NO. 18 BARS 2 IN.
NO. 5 BARS AND SMALLER 1 1/2 IN.
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND.
SLAB, WALLS, JOISTS:
NO. 14 AND NO. 18 BARS 1 1/2 IN.
NO. 11 BARS AND SMALLER 3/4 IN.
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1/2 IN.
30. FOR TEMPORARY CLOSURE OF TARE ACCESS ROAD COORDINATE WITH THE CONTRACTING OFFICER AND CHINA LAKE POLICE & FIRE.
31. PROVIDE NAVY CONSTRUCTION REPRESENTATIVE'S OFFICE SPACE IN ONSITE JOB TRAILER DURING THE ENTIRE LENGTH OF CONSTRUCTION. PROVIDE AN OFFICE WITH A MINIMUM OF
100 SQUARE FEET OF USEFUL FLOOR AREA FOR THE EXCLUSIVE USE OF GOVERNMENT PERSONNEL, IN ADDITION TO AND SEPARATE FROM ANY OTHER OFFICE SPACE. PROVIDE A
WEATHERTIGHT STRUCTURE WITH ADEQUATE HEATING AND COOLING, TOILET FACILITIES, LIGHTING, VENTILATION, A STANDARD SIZE OFFICE DESK AND CHAIR AND TELEPHONE (WHEN
AVAILABLE TO SITE). PROVIDE EITHER A 1,500 WATT RADIANT HEATER AND A WINDOW-MOUNTED AIR CONDITIONER RATED AT 4,500 BTU'S MINIMUM OR A WINDOW-MOUNTED HEAT PUMP
OF THE SAME MINIMUM HEATING AND COOLING RATINGS. COMPUTER WILL BE SUPPLIED BY THE NAVY CONSTRUCTION REPRESENTATIVE.
32. INSTALLATION OF TEMPORARY PROTECTIVE MEASURES TO ADDRESS SPILLS AND/OR POSSIBLE CONTAMINATION OF SOILS/OPERATION AREAS DURING CRANE MAINTENANCE. A
MAINTENANCE OPERATIONAL PLAN SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO CRANE DELIVERY TO THE SITE.
33. VEHICLE WASH AREAS ARE NOT PERMITTED ONSITE.
34. THE BACKFLOW PREVENTER FOR THE MFSB AND LTSE ARE WITHIN THEIR RESPECTIVE BUILDING.
35. MAINTAIN ACCESS TO THE DIRT ROAD ON THE WESTERLY SIDE OF THE LTF AT ALL TIMES DURING THE ENTIRE LENGTH OF CONSTRUCTION.
36. AGGREGATE BASE SHALL BE CALTRANS STANDARD CLASS II.
37. PRIOR TO CONSTRUCTION A TRAFFIC LANE CLOSURE PLAN IS TO BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
38. WATER FOR DUST CONTROL AND CONSTRUCTION OPERATIONS WILL BE AVAILABLE FOR CONTRACTOR COLLECTION AND USE NEAR BUILDING 16025, APPROXIMATELY 3.5
MILES FROM THE PROJECT SITE.
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
G
E N
E R
T
E S
CTF-C-002
AS NOTED
KM MD KM
DEMOLITION NOTES:
1. PIPES, CULVERTS, HEADWALLS, SWALES, ETC. WITHIN AND NEAR THE AREA OF WORK SHALL BE KEPT FREE FROM MATERIAL THAT WOULD HAMPER THE
PERFORMANCE OF THE DRAINAGE SYSTEMS DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION, REMOVE ALL ACCUMULATED SEDIMENT.
DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED MATERIALS.
2. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS, EQUIPMENT, AND UNUSED MATERIALS FROM THE PROJECT SITE.
3. ALL EXCAVATED ASPHALT AND CONCRETE SHALL BE DISPOSED OF OFF SITE, UNLESS SPECIFICALLY DIRECTED OTHERWISE BY THE CONTRACTING
OFFICER.
4. EXCAVATED SOIL MAY BE USED FOR BACKFILLING AND FILL PROVIDED IT MEETS THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.
5. EXERCISE CARE TO PREVENT DAMAGE TO ANY MATERIALS OR STRUCTURES THAT ARE TO REMAIN IN PLACE. REPAIR ALL DAMAGE AT NO
ADDITIONAL COST.
6. ALL AREAS OUTSIDE THE "LIMITS OF WORK" WHICH ARE DAMAGED BY THE WORK, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND
THAT OF THE SURROUNDING AREA. THE RESTORATION SHALL BE DONE AT NO ADDITIONAL COST, AND SHALL BE APPROVED BY CONTRACTING
OFFICER.
7. HAUL GRUBBING AND CLEARING RESIDUE, DEMOLISHED MATERIAL, RUBBISH AND DEBRIS GENERATED BY THIS PROJECT OFF-SITE AND OFF STATION EXCEPT
ITEMS DIRECTED BY THE CONTRACTING OFFICER TO BE SALVAGED. DEMOLISHED MATERIAL TO BE MANAGED ACCORDING TO THE TEMPORARY
ENVIRONMENTAL CONTROLS SPECIFICATIONS. ITEMS FROM THE SITE TO BE LEGALLY DISPOSED OF WITHOUT DISRUPTING VEHICULAR OR PEDESTRIAN
FLOW.
8. PREVENT CONTAMINATED WATER, GASOLINE, OR ANY OTHER CONTAMINANTS FROM ENTERING EXCAVATIONS AND/OR SURFACE AREAS. FOLLOW
REQUIREMENTS FOR SPILL RESPONSE IN THE TEMPORARY ENVIRONMENTAL CONTROLS SPECIFICATIONS.
9. MANAGEMENT OF WASTES GENERATED FROM THIS PROJECT AS WELL AS UNKNOWN CONTAMINATION IS ADDRESSED IN THE TEMPORARY
ENVIRONMENTAL CONTROLS SPECIFICATIONS
10. REMOVE BRUSH, SHRUBS, DOWN-TIMBER, ROOTS, RUBBISH, SIGNS, STRUCTURES, FENCES, AND EXISTING IMPROVEMENTS WHERE INDICATED
AND/OR WITHIN THE DEVELOPMENT AREAS OF THE CONSTRUCTION SITE. THE SITE SHALL BE LEFT IN AN ORDERLY AND NEAT CONDITION.
11. PROTECT STREETS, ROADS, AND ADJACENT PROPERTY.
12. STRICTLY OBSERVE POLICE AND FIRE PREVENTION CODE REGULATIONS AT ALL TIMES.
13. CONTROL DUST BY PERIODICALLY SPRAYING WORK AREA WITH WATER, PER CALIFORNIA SOIL EROSION AND SEDIMENT CONTROL STANDARDS.
14. THE INTENT OF THE DEMOLITION SHOWN ON THE DRAWINGS IS TO GENERALLY OUTLINE THE TYPES OF MATERIALS TO BE REMOVED AND THE
LIMITS OF THE REMOVALS. THE QUANTITY OF ITEMS TO BE REMOVED WITHIN THE LIMIT OF DEMOLITION MAY VARY FROM THOSE DEPICTED ON
THE PLANS. THE INTENT AND REQUIREMENT IS FOR THE CONTRACTOR TO REMOVE THE EXISTING VEGETATION AND IMPROVEMENTS AND REGRADE
AS REQUIRED TO CONSTRUCT THE PROPOSED DEVELOPMENT. ALL MEANS AND METHODS INCLUDING SAFETY REQUIREMENTS ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
15. THE SITE HAS RECEIVED A CATEGORICAL EXCLUSION (CATEX) (SER PR241/887) FOR THE CONSTRUCTION OF THE LAUNCH TEST FACILITY. IT IS
LOCATED IN THE HABITAT OF THE DESERT TORTOISE. A FINAL SITE CLEARANCE SURVEY WILL BE PERFORMED BY THE ENVIRONMENTAL
MANAGEMENT DIVISION (EMD) 7 DAYS PRIOR TO GROUND DISTURBANCE ACTIVITIES. ALL PERSONNEL ASSOCIATED WITH THE PROJECT SHALL ATTEND THE
ENVIRONMENTAL MANAGEMENT DIVISION TORTOISE AWARENESS BRIEF. IN ADDITION, THE ENVIRONMENTAL MANAGEMENT DIVISION WILL STAFF BIOLOGISTS TO
MONITOR GROUND DISTURBANCE ACTIVITIES DURING THE MIGRATORY BIRD NESTING SEASON (MID MARCH THRU END OF JULY). CONTACT THE EMD IN WRITING
14 DAYS PRIOR TO ANY GROUND DISTURBANCE DURING THIS TIME.
16. PRIORITIES FOR FINAL DISPOSITION OF SOLID WASTE AND REUSABLE ITEMS DISPOSITION OF SOLID WASTE AND REUSABLE ITEMS SHALL BE DOCUMENTED ON
THE "LIST OF WASTES TO BE GENERATED FROM PROJECT" FORM (TO BE PROVIDED BY THE CONTRACTING OFFICER) AND PRIORITIZED AS FOLLOWS.
SEGREGATE WASTES TO OPTIMIZE THE IMPLEMENTATION OF EACH OPTION.
16.1 REUSE
FIRST CONSIDERATION SHALL BE GIVEN TO REUSE OF THE ITEM IN ITS ORIGINAL FORM IN THE FOLLOWING ORDER:
A. REUSE ON-STATION. THE CONTRACTING OFFICER WILL NOTIFY THE CONTRACTOR IF THE ITEM WILL BE REUSED ON-STATION. ONLY CONCRETE AND
ASPHALT CRUSHED TO 2 INCH DIAMETER OR LESS MAY BE TRANSFERRED TO THE ON-STATION "Y SITE" FOR GOVERNMENT REUSE;
B. SALE BY DRMO. CONTACT THE LOCAL DRMO REPRESENTATIVE AT 760-939-2424 FOR EVALUATION OF THE ITEM. IF THE ITEM HAS VALUE FOR RESALE, DRMO WILL TAKE POSSESSION OF THE ITEM. THE CONTRACTOR SHALL TRANSPORT THE ITEMS TO THE DRMO YARD;
C. REUSE BY THE CONTRACTOR. METHOD OF REUSE SHALL BE APPROVED BY THE CONTRACTING OFFICER.
16.2 RECYCLE
SOLID WASTES THAT ARE NOT SUITABLE FOR REUSE, BUT HAVE VALUE AS BEING RECYCLABLE, SHALL BE RECYCLED WHENEVER
ECONOMICALLY FEASIBLE. RECYCLABLE ITEMS INCLUDE BUT ARE NOT LIMITED TO CONCRETE, ASPHALT, CARDBOARD PACKAGING, AND
SCRAP METAL. THE CONTRACTOR SHALL COORDINATE WITH THE STATION RECYCLING PROGRAM MANAGER AT 760-939-2522. DEPENDING
ON THE TYPE OF ITEM(S), THE RECYCLING PROGRAM MANAGER CAN PROVIDE BINS FOR ITEM(S) AND CAN TRANSFER THE ITEM(S) FROM
THE JOB SITE. ALL CARDBOARD PACKING MUST BE RECYCLED THROUGH THE STATION RECYCLING FACILITY.
16.3 WASTE THAT DOES NOT MEET THE REQUIREMENTS OF NOTE 16.1 AND 16.2 ABOVE SHALL REMOVED OFF-BASE.
16.4 SUBMIT MONTHLY DIVERSION REPORTS.
DRAINAGE & UTILITY NOTES:
1. NOTIFY AND COORDINATE WITH UTILITY COMPANIES AND CONNECTIONS TO INTERIORUTILITY SERVICES.
2. SIZE AND LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED PRIOR TO THE INSTALLATION OF IMPROVEMENTS.
3. LOCATION OF SERVICES ARE APPROXIMATE. CONFIRM LOCATIONS INDEPENDENTLY WITH THE UTILITY PURVEYOR PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION
OR EXCAVATION. UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE CONTRACTING OFFICER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT
(POINT OF CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST
PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION AND/OR THE PURCHASE OF ANY STRUCTURES.
4. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE ALARM, COMMUNICATIONS, AND ELECTRICAL PLANS FOR EXACT LOCATION AND SIZES OF
UTILITY/STORM/SANITARY SEWER CONNECTIONS TO THE BUILDINGS.
5. UTILITY VALVE COVERS, RIMS, GRATES, VENTS, AND OTHER COMPONENTS WHICH ARE NOT BEING REMOVED AND ARE WITHIN AREAS OF DISTURBANCE SHALL BE RESET
TO GRADE.
6. EXTREME CAUTION SHALL BE USED DURING DISTURBANCE ACTIVITIES ADJACENT TO EXISTING ON-SITE UTILITY SERVICES. PROTECT UTILITIES DURING CONSTRUCTION
TO AVOID DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED IN ACCORDANCE WITH THE RESPECTIVE UTILITY PURVEYORS REQUIREMENTS AT THE SOLE
EXPENSE OF THE CONTRACTOR.
7. WATER MAINS SHALL BE LOCATED ABOVE SANITARY SEWER LINES WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES OR SHALL BE HORIZONTALLY
SEPARATED BY 10 FEET OUTSIDE THE PIPE. WHERE THESE REQUIREMENTS ARE NOT MET, THE SEWER LINE SHALL BE ENCASED IN CONCRETE TO 10' ON EACH SIDE OF
THE WATER MAIN.
8. CONCRETE THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER LINE BENDS, TEES, CROSSES, ELBOWS, VALVES, CAPS, ETC.
9. ROOF LEADER COLLECTION SYSTEM SHALL BE HDPE PIPE INSTALLED WITH COVER AS SPECIFIED IN THE PLANS. PROVIDE HDPE PIPE WITH SMOOTH BORE INTERNAL
SURFACE.
10. THE ENCLOSED WATER MAIN DESIGN PLANS DO NOT DEPICT THE LOCATION OF EVERY NECESSARY ELBOW, TEE, CROSS, THRUST BLOCK, BEND, VALVE, ETC. INCLUDED IN
THE CONSTRUCTION SHALL BE ALL PIPING, TESTING, AND APPURTENANCES REQUIRED FOR A FULLY FUNCTIONING INSTALLED SYSTEM.
11. PRESSURE CHECK/FLOW TEST WATER MAINS AT THE BUILDING UPON INSTALLATION AND PROVIDE THE INFORMATION TO THE CONTRACTING OFFICER. INSTALL ALL
DEVICES AS NECESSARY TO PROVIDE ACCURATE INFORMATION TO CONFIRM THE FIRE/DOMESTIC SERVICE DESIGN.
12. THE GEOTECHNICAL INVESTIGATION REPORT PREPARED FOR THIS PROJECT SHALL BE REVIEWED THOROUGHLY PRIOR TO BID SUBMISSION.
13. THE LOCATION, ELEVATION, AND SIZE OF EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE. THE FOLLOWING SHALL BE
PERFORMED:
A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO CONSTRUCTION;
B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING POWER, COMMUNICATIONS OR WATER LINES TO PREVENT DAMAGE;
C. IMMEDIATELY REPAIR ANY DAMAGE TO THE EXISTING UTILITIES RESULTING FROM CONSTRUCTION;
D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES UNLESS THEY ARE TO BE ABANDONED OR REMOVED;
E. THOROUGHLY REVIEW ALL ARCHITECTURAL/UTILITY-RELATED PLANS ASSOCIATED WITH THIS PROJECT FOR CONFLICTS OR DISCREPANCIES. CONFLICTS SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
14. FIRE HYDRANTS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION UNLESS SPECIFICALLY INDICATED FOR REMOVAL OR ABANDONMENT.
15. REMOVE EXISTING UTILITY SERVICES WHERE SHOWN ON PLANS AND UNCOVERED BY DEMOLITION CONSISTENT WITH THE DRAWINGS AND TO THE EXTENT AND MANNER
SATISFACTORY TO THE CONTRACTING OFFICER AND UTILITY COMPANIES INVOLVED.
16. PERFORM WORK IN A SAFE AND CAUTIOUS MANNER.
17. REINFORCING STEEL WITHIN PRE-CAST STRUCTURES SHALL BE DESIGNED BY THE STRUCTURE MANUFACTURER. REINFORCING STEEL WITHIN POURED-IN-PLACE
DRAINAGE STRUCTURES SHALL BE DESIGNED BY A CA LICENSED ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW. SHOP DRAWINGS SHALL BE
SIGNED AND SEALED BY A CA LICENSED ENGINEER AND SUBMITTED FOR REVIEW AND APPROVAL.
18. ROOF DRAINS SHALL DISCHARGE AT GRADE, ON SPLASH BLOCKS, UNLESS OTHERWISE NOTED.
19. SANITARY SEWER PIPE SHALL BE SDR 35 PVC AND SHALL BE TESTED FOR COMPLIANCE WITH ASTM STANDARDS FOR INFILTRATION/EXFILTRATION, AIR TESTING, AND
SMOKE TEST.
20. FINAL DESIGN AND INSTALLATION LOCATIONS FOR ELECTRIC, TELEPHONE, AND FIBER OPTIC CABLE TO THE SITE SHALL BE APPROVED BY THE RESPECTIVE UTILITY
PURVEYOR.
21. UTILITY STRUCTURES AFFECTED BY THE REMOVAL OF ANY PENETRATING UTILITY SERVICE SHALL BE SEALED WITH MASONRY AND COATED WITH BITUMASTIC
WATERPROOFING COMPOUND CONFORMING TO ASTM D 449, TYPE 1.
22. ELECTRICAL, FIBER OPTIC, AND COMMUNICATION CONDUIT UNDER AND WITHIN 5' OF VEHICLE TRAVEL WAYS SHALL BE ENCASED IN CONCRETE.
23. PRE-CAST CONCRETE STRUCTURES IN AND WITHIN 20' OF VEHICLE TRAVEL AREAS SHALL BE DESIGNED BY THE MANUFACTURER FOR HS-25 LOADING.
24. REFER TO ELECTRIC AND COMMUNICATION PLANS FOR NUMBER AND ARRANGEMENT OF ELECTRICAL AND COMMUNICATION CONDUIT WITHIN DUCT BANKS.
25. PROVIDE TEMPORARY ELECTRIC POWER AS NEEDED FOR ALL CONSTRUCTION OPERATIONS UNTIL ELECTRIC IS EXTENDED TO THE SITE AND SUITABLE FOR USE.
26. REFER TO THE LTF-EG (ELECTRICAL GROUNDING) DRAWINGS FOR ADDITIONAL GROUNDING DETAILS, CONNECTIONS AND REQUIREMENTS APPLICABLE TO
THE DETAILS SHOWN WITHIN THE CIVIL/SITE DRAWINGS WITHIN THIS PLAN SET.
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
C T
F
A
B B
R E
V I A
T I O
M
B O
L S
CTF-C-003
AS NOTED
KM MD KM
LEGEND
EXISTING PROPOSEDITEM
LIST OF ABBREVIATIONS
705.00
LEGEND
EXISTING PROPOSEDITEM
EDGE OF TRAVELWAY
ELECTRIC LINE (UNDERGROUND)
DIRECT BURIED CONDUIT
ELECTRIC LINE (UNDERGROUND)
ENCASED IN CONCRETE
FIBER OPTIC (UNDERGROUND) ENCASED
IN CONCRETE
COMMUNICATION CABLE (UNDERGROUND)
COMMUNICATION CABLE (UNDERGROUND)
ENCASED IN CONCRETE
CENTER LINE
DATA LINE (UNDERGROUND VACANT)
DIRECT BURIED CONDUIT
DATA LINE (UNDERGROUND VACANT)
ENCASED IN CONCRETE
ELECTRIC LINE/FIBER OPTIC (OVERHEAD)
FENCE
LIMIT OF DISTURBANCE
FILTER FABRIC FENCE
MAJOR CONTOURS
MINOR CONTOURS
RETAINING WALL
SANITARY SEWER LINE
SANITARY SEWER LINE (UNDERGROUND)
ENCASED IN CONCRETE
STORM SEWER LINE
WATER LINE (DOMESTIC)
WATER LINE (FIRE)
WATER SERVICE CAP
WATER VALVE
POST INDICATOR VALVE
FIRE HYDRANT
CONCRETE (POURED IN PLACE)
RIP-RAP APRON
SIGNS
UTILITY POLE
DOWN GUY
SURFACE MOUNTED BOLLARD
CONCRETE EMBEDDED BOLLARD
CLEANOUT
HEADWALL
MANHOLE & INLET
NODE NUMBER
COMMUNICATIONS RACK
POLE MOUNTED PHOTOVOLTAIC
LIGHTING FIXTURE
POLE MOUNTED
FLASHING BEACON
NUMBER OF PARKING SPACES
SPOT ELEVATIONS
COMPACTED EARTH VEHICLE AND PEDESTRIAN
TRAVEL AREA
CRANE PAD TRAVELWAY
ELECTRIC HANDHOLE
COMMUNICATION HANDHOLE
DATA HANDHOLE
TELEPHONE OUTLET, PEDESTAL MOUNTED
SURVEY MONUMENT
BOTTOM OF SWALE
BLOW OFF (WATERMAIN)
PERCOLATION TEST LOCATION
SOIL BORING LOCATION
FO
BL1
BL2
C/O
HW
R
OH-E/FO
EH1
CH1
DH1
FIBER OPTIC (OVERHEAD)
OH-FO
FLARED END SECTION
FLOW ARROW
RIP-RAP
ABC AGGREGATE BASE COURSE
ACSR ALUMINUM CONDUCTOR STEEL REINFORCED
APPROX. APPROXIMATE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
BC
BOTTOM OF CURB (AT PAVEMENT GRADE)
BIT. BITUMINOUS
BL BOLLARD
BLDG BUILDING
BW
BOTTOM OF WALL (AT FINISHED GRADE)
C COMMUNICATION
C.J. CONTRACTION JOINT
CL CENTERLINE
CLF CHAIN LINK FENCE
CND CONDUIT
CO CLEAN OUT
CONC CONCRETE
CSCPA CROSSFLOW SIMULATOR CONNECTION POINT A
CSCPB CROSSFLOW SIMULATOR CONNECTION POINT B
d50 RIP-RAP GRADATION SIZE
DBL DOUBLE
DGA DENSE GRADED AGGREGATE
DHSV DIGITAL HIGH SPEED VIDEO
DIA. DIAMETER
DIP DUCTILE IRON PIPE
DIM. DIMENSION
DSTK DOSING TANK
DT DATA
DWG DRAWING
E ELECTRIC
EA EACH
EBAB EARTH BASED ARRESTMENT BOX
EHS EXTRA HIGH STRENGTH
E.J. EXPANSION JOINT
ELEV ELEVATION
EMD ENVIRONMENTAL MANAGEMENT DIVISION
EOP EDGE OF PAVEMENT
EX EXISTING
EXT EXTERIOR
F FIRE WATERMAIN
FEN. FENCE
F.E.S. FLARED END SECTION
FF FINISHED FLOOR
FOC FIBER OPTIC CABLE
FTG FITTING
FSTF FIRE SUPPRESSION TANK FACILITY
GR GRATE
HD HIGH DEFINITION
HDPE HIGH DENSITY POLYETHYLENE
HW HEADWALL
IDF INTERMEDIATE DISTRIBUTION FRAME
I.J. ISOLATION JOINT
ILD INTRALINE DISTANCE
IMD INTERMAGAZINE DISTANCE
INV INVERT
LG. LONG
LOD LIMIT OF DISTURBANCE
LTF LAUNCH TEST FACILITY
LTSE LAUNCH TEST STAND ENCLOSURE
LTSE M/E
LAUNCH TEST STAND ENCLOSURE
MECHANICAL/ELECTRICAL
LTV LAUNCH TEST VEHICLE
MAX. MAXIMUM
MDF MAIN DISTRIBUTION FRAME
MF'G. MANUFACTURER
MFSB MULTI-FUNCTION SUPPORT BUILDING
MH MANHOLE
MIN. MINIMUM
MPH MILES PER HOUR
N NORTH
NAWS NAVAL AIR WEAPONS STATION
NE NORTHEAST
NW NORTHWEST
O.C. ON CENTER
PC POINT OF CURVE
PL
PLACE(S)
PROP. PROPOSED
PT POINT OF TANGENT
PTCOM
PORTABLE THERMAL CONDITIONING ORDNANCE
MAGAZINE
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
REF. REFERENCE
REQ'D REQUIRED
S SOUTH
SAN SANITARY
SDR STANDARD DIMENSION RATIO
SE SOUTHEAST
SOM SECONDARY ORDNANCE MAGAZINE
SPTK SEPTIC TANK
STM STORM
STY STORY
SW SOUTHWEST
SWM STORMWATER MANAGEMENT
TELE. TELEPHONE
T.O.C. TOP OF CONCRETE
TR. TRENCH
TTL TOTAL
TW TOP OF WALL
TYP. TYPICAL
UP UTILITY POLE
W DOMESTIC WATERMAIN
W/ WITH
W/TB
WITH THRUST BLOCK(S)
WWF WELDED WIRE FABRIC
WWTF WASTE WATER TRUCKING FACILITY
YR YEAR
ELECTRIC LINE (OVERHEAD)
OHW
CC
EE
C
D
D
X X
SF
SAN
SAN
SAN
SD
SD
W W
F F
S
D
CB
WW
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
PIV
stmurphy stmurphy
HW
Y 4
N
C T
F
E
X I S
T I N
G
C
O N
D I T
I O
A
N
CTF-C-101
1"=60'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
A1
CTF - EXISTING CONDITIONS PLAN
SCALE: 1"=60'
N
60' 120'0
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
#1
#2
#3
#4
#5 #6
#7
#8
#9 #10
#11
#12
#13
#14
#15
#16
#17
#18
#19
#20
#21
#22
#23
#24
#25
#26
#27
R
.5
'R
R
R
H
COORDINATE TABLE
No.
DESCRIPTION LATITUDE
N038° 53' 28.4353"
N038° 53' 28.4317"
N038° 53' 29.5026"
N038° 53' 29.4997"
N038° 53' 29.6939"
N038° 53' 29.6977"
N038° 53' 30.0895"
N038° 53' 30.0880"
N038° 53' 27.7432"
N038° 53' 27.7404"
N038° 53' 27.1287"
N038° 53' 27.1280"
N038° 53' 28.6334"
N038° 53' 28.6260"
N038° 53' 27.8367"
N038° 53' 29.2413"
N038° 53' 29.0225"
N038° 53' 27.7417"
N038° 53' 27.4880"
N038° 53' 25.8052"
N038° 53' 25.6314"
N038° 53' 25.6354"
N038° 53' 26.7500"
N038° 53' 27.0066"
N038° 53' 28.1715"
N038° 53' 30.5854"
N038° 53' 27.0095"
LONGITUDE
W086° 51' 52.6455"
W086° 51' 50.7146"
W086° 51' 52.2313"
W086° 51' 50.7136"
W086° 51' 54.1284"
W086° 51' 56.1142"
W086° 51' 57.2934"
W086° 51' 56.4924"
W086° 51' 57.5620"
W086° 51' 56.0442"
W086° 51' 53.8824"
W086° 51' 53.4651"
W086° 51' 57.8755"
W086° 51' 53.8787"
W086° 51' 54.7033"
W086° 51' 50.2062"
W086° 51' 49.5062"
W086° 51' 49.1143"
W086° 51' 49.2570"
W086° 51' 54.3070"
W086° 51' 56.0028"
W086° 51' 58.6773"
W086° 52' 00.0975"
W086° 52' 00.0967"
W086° 51' 49.0452"
W086° 51' 50.7102"
W086° 52' 01.6747"
N
C T
F
H
O R
I Z
O N
T A
L
C
O N
T R
A
N
CTF-C-102
1"=50'
RP DP KM
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C d
Y O
M
E
C
T F
C
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
A1
CTF - HORIZONTAL CONTROL PLAN
SCALE: 1"=50'
N
50' 100'0
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
H
HWY 486 TO BE
REMOVED
HW
Y 4
N
C T
F
D
E M
O L
I T
I O
N
P
L A
N
CTF-CD101
1"=60'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C
D d
Y O
M
E
C
T F
C
D
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
A1
CTF - DEMOLITION PLAN
SCALE: 1"=60'
N
60' 120'0
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
CRANE
PAD
OSB MECH.
EQUIPMENT
AREA
PEDESTAL/
UPENDER
AREA
30'
120.0'
25' WIDE
GRAVEL
ROAD
WIDEN ROAD TO
25' TO HWY 331
(APPROXIMATE 3,900'±)
157'
RAMP
33'
HAZARDOUS WASTE
ACCUMULATION
AREA (HWAA)
MECHANICAL AND
ELECTRICAL
BUILDING
120'
STAGING
AREA
FILTRATION
PLANT
(5,000 SF)
56'
Site 1 Stream 3A
Site 1 Stream 3
Site 1 Stream 4
Site 1 Stream 5
Site 1 Stream 2
Site 1 Stream 1
Site 1 Stream 7
Site 1 Stream 6A
Site 1 Stream 6
25'
CLEAR
AREA
FOR
LRSE
STORMWATER
MANAGEMENT AREA - A
STORMWATER
MANAGEMENT AREA - B
OPERATIONS
SUPPORT
BUILDING
WAREHOUSE
CANOPY
OVERHANG
CROSS FLOW AND
HYD/VFD CONC.
PAD
LAUNCH
PIT
CLEAR
AREA
FOR
ARRESTMENT
NET
STAGING
AREA
COMPACTED
DGA (TYP.)
BITUMINOUS
PAVEMENT (TYP.)
BITUMINOUS
PAVEMENT (TYP.)
51'
H
W
W W
W
W
W
W
W
W
W
W
W
W
CB
CB
CB
CB CB
C
B
CB
CB CB
D
T
T
CB
D D
S
SS
SS
S
W
W
W
N
C T
F
O
V E
R A
T
E
P
L A
N
CTF-CS101
1"=60'
KM DP
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d C
T F
C
S d
Y O
M
E
C
T F
C
S
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
P-
UN
DE
R
W
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y
N S
A
C
R A
N E
C R
A N
E
I N
D I A
N A
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
O V
O
U L D
V
I E
W
SHEET KEYNOTES
1.
A1
CTF - OVERALL SITE PLAN
SCALE: 1"=60'
N
60' 120'0
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
stmurphy stmurphy
0 7
H
Site 1 Stream 2
Site 1 Stream 1
Site 1…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .