AMD 0004_P-870_Drawings.pdf
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- Solicitation number
- N6274224R1313
About this file
This document appears to be a set of construction drawings for the FY24 MCON P-870 9th Engineering Support Battalion (ESB) Training Complex at the US Naval Support Activity on Marine Corps Base Guam. The project scope includes constructing training facilities such as a medium-heavy equipment training area, a water supply training area, and a bulk fuel training area. The facilities will be low-rise concrete structures with slab-on-grade foundations, reinforced concrete roofing, windows, mechanical and electrical systems. The drawings provide detailed plans, elevations, sections, and details for the various civil, architectural, structural, mechanical, and electrical components of the project. Key elements include site plans, grading and utility plans, building layouts, and construction details.
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Text version
G-002
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DRAWFORM REVISION: 25 AUGUST 2020
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FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
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FIRE PROTECTION
N A
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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGFINAL DESIGN SUBMITTAL - 05 FEBRUARY 2024
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INDEX # SHEET
REF #
NAVFAC
DWG NO. SHEET TITLE
GENERAL
1 G-001 17312245 TITLE SHEET AND VICINITY MAPS
2 G-002 17312246 INDEX OF DRAWINGS
3 G-003 17312247 CODE COMPLIANCE SUMMARY SHEET
4 G-101 17312248 CODE COMPLIANCE SITE PLAN
5 G-102 17312249 LIFE SAFETY PLANS
6 G-103 17312250 PROJECT SITE PLAN
7 G-104 17312251 MEC LIKELIHOOD DETERMINATION PLAN
EXISTING CONDITIONS
8 V-001 17312252 OVERALL EXISTING CONDITION PLAN
9 V-101 17312253 EXISTING CONDITION PLAN (1 OF 4)
10 V-102 17312254 EXISTING CONDITION PLAN (2 OF 4)
11 V-103 17312255 EXISTING CONDITION PLAN (3 OF 4)
12 V-104 17312256 EXISTING CONDITION PLAN (4 OF 4)
17312257 NOT USED
GEOTECHNICAL
13 B-001 17312258 BORING LEGEND AND NOTES
14 B-701 17312259 BORING LOG (1 OF 4)
15 B-702 17312260 BORING LOG (2 OF 4)
16 B-703 17312261 BORING LOG (3 OF 4)
17 B-704 17312262 BORING LOG (4 OF 4)
17312263 NOT USED
CIVIL
18 C-001 17312264 CIVIL NOTES, LEGEND, AND ABBREVIATIONS
19 CD001 17312265 OVERALL DEMOLITION PLAN
20 CD101 17312266 DEMOLITION PLAN (1 OF 3)
21 CD102 17312267 DEMOLITION PLAN (2 OF 3)
22 CD103 17312268 DEMOLITION PLAN (3 OF 3)
23 CS001 17312269 OVERALL SITE PLAN
24 CS002 17312270 GEOMETRIC SITE PLAN
25 CS101 17312271 SITE PLAN (1 OF 4)
26 CS102 17312272 SITE PLAN (2 OF 4)
27 CS103 17312273 SITE PLAN (3 OF 4)
28 CS104 17312274 SITE PLAN (4 OF 4)
29 CS401 17312275 BULK FUEL AREA SITE PLAN
30 CS501 17312276 FENCE DETAILS (1 OF 3)
31 CS502 17312277 FENCE DETAILS (2 OF 3)
32 CS503 17312278 FENCE DETAILS (3 OF 3)
33 CS504 17312279 PAVEMENT DETAILS (1 OF 2)
34 CS505 17312280 PAVEMENT DETAILS (2 OF 2)
35 CS506 17312281 MISCELLANEOUS DETAILS
36 CR101 17312282 ROADWAY PLAN AND PROFILE (1 OF 5)
37 CR102 17312283 ROADWAY PLAN AND PROFILE (2 OF 5)
38 CR103 17312284 ROADWAY PLAN AND PROFILE (3 OF 5)
39 CR104 17312285 ROADWAY PLAN AND PROFILE (4 OF 5)
40 CR105 17312286 ROADWAY PLAN AND PROFILE (5 OF 5)
41 CR301 17312287 TYPICAL ROAD SECTIONS (1 OF 3)
42 CR302 17312288 TYPICAL ROAD SECTIONS (2 OF 3)
43 CR303 17312289 TYPICAL ROAD SECTIONS (3 OF 3)
43A CR401 17312326 DRIVEWAY PLAN (1 OF 2)
43B CR402 17312327 DRIVEWAY PLAN (2 OF 2)
44 CG001 17312290 OVERALL GRADING PLAN
45 CG101 17312291 GRADING PLAN (1 OF 4)
46 CG102 17312292 GRADING PLAN (2 OF 4)
47 CG103 17312293 GRADING PLAN (3 OF 4)
48 CG104 17312294 GRADING PLAN (4 OF 4)
49 CG301 17312295 GRADING SECTION (1 OF 4)
50 CG302 17312296 GRADING SECTION (2 OF 4)
51 CG303 17312297 GRADING SECTION (3 OF 4)
52 CG304 17312298 GRADING SECTION (4 OF 4)
53 CG401 17312299 BULK FUEL AREA GRADING PLAN
54 CG402 17312300 BULK FUEL AREA GRADING SECTION
55 CG411 17312301 HE DIG PIT GRADING PLAN (1 OF 2)
56 CG412 17312302 HE DIG PIT GRADING PLAN (2 OF 2)
57 CG413 17312303 HE DIG PIT GRADING SECTION (1 OF 2)
58 CG414 17312304 HE DIG PIT GRADING SECTION (2 OF 2)
59 CG421 17312305 DRAINAGE HEADWALL PLAN
INDEX # SHEET
REF #
NAVFAC
DWG NO. SHEET TITLE
60 CG422 17312306 LINING AND RIPRAP PLAN
61 CU001 17312307 OVERALL UTILITY PLAN
62 CU101 17312308 UTILITY PLAN (1 OF 4)
63 CU102 17312309 UTILITY PLAN (2 OF 4)
64 CU103 17312310 UTILITY PLAN (3 OF 4)
65 CU104 17312311 UTILITY PLAN (4 OF 4)
66 CU201 17312312 WATER PROFILE
67 CU211 17312313 SEWER PROFILE
68 CU221 17312314 DRAIN PROFILE (1 OF 2)
69 CU222 17312315 DRAIN PROFILE (2 OF 2)
70 CU501 17312316 WATER SYSTEM DETAILS (1 OF 5)
71 CU502 17312317 WATER SYSTEM DETAILS (2 OF 5)
72 CU503 17312318 WATER SYSTEM DETAILS (3 OF 5)
73 CU504 17312319 WATER SYSTEM DETAILS (4 OF 5)
74 CU505 17312320 WATER SYSTEM DETAILS (5 OF 5)
75 CU511 17312321 SEWER SYSTEM DETAILS (1 OF 2)
76 CU512 17312322 SEWER SYSTEM DETAILS (2 OF 2)
77 CU521 17312323 STORM SYSTEM DETAILS (1 OF 3)
78 CU522 17312324 STORM SYSTEM DETAILS (2 OF 3)
79 CU523 17312325 STORM SYSTEM DETAILS (3 OF 3)
17312328 NOT USED
17312329 NOT USED
17312330 NOT USED
17312331 NOT USED
17312332 NOT USED
17312333 NOT USED
17312334 NOT USED
LANDSCAPE
80 L-101 17312335 LANDSCAPE PLAN
81 L-501 17312336 PLANT LIST AND DETAILS
17312337 NOT USED
ARCHITECTURE
82 A-101 17312338 FLOOR PLAN, REFLECTED CEILING PLAN, ROOF PLAN - BLEACHERS
83 A-102 17312339 FLOOR PLAN, REFLECTED CEILING PLAN, ROOF PLAN - HEAD
84 A-201 17312340 BUILDING ELEVATIONS AND SECTIONS - BLEACHERS
85 A-202 17312341 BUILDING ELEVATIONS AND SECTIONS - HEAD
86 A-501 17312342 WALL SECTIONS
87 A-601 17312343 ROOM FINISH SCHEDULE, SIGNAGE SCHEDULE, DOOR & LOUVER TYPES AND
SCHEDULE
88 A-602 17312344 MOUNTING HEIGHT SCHEDULE, SIGNAGE TYPES AND DETAILS
89 A-701 17312345 MISCELLANEOUS DETAILS
17312346 NOT USED
STRUCTURAL
90 S-001 17312347 STRUCTURAL GENERAL NOTES (1 OF 3)
91 S-002 17312348 STRUCTURAL GENERAL NOTES (2 OF 3)
92 S-003 17312349 STRUCTURAL GENERAL NOTES (3 OF 3)
93 S-101 17312350 BLEACHERS & HEAD - FOUNDATION AND ROOF FRAMING PLANS
94 S-201 17312351 HEAD - BUILDING ELEVATIONS
95 S-301 17312352 BLEACHERS - BUILDING SECTIONS
96 S-501 17312353 TYPICAL DETAILS (1 OF 4)
97 S-502 17312354 TYPICAL DETAILS (2 OF 4)
98 S-503 17312355 TYPICAL DETAILS (3 OF 4)
99 S-504 17312356 TYPICAL DETAILS (4 OF 4)
100 S-511 17312357 HOSE DRYING RACK AND BLADDER DRYING FRAME DETAILS
17312358 NOT USED
MECHANICAL
101 M-001 17312359 PLUMBING LEGEND AND ABBREVIATIONS, FIXTURE TABLES, NOTES, SYMBOL
LEGEND
102 M-101 17312360 PLUMBING SITE PLAN
103 M-401 17312361 BLEACHERS AND HEAD: PLUMBING FLOOR PLAN AND ROOF PLAN
104 M-402 17312362 FUEL AREA PLUMBING PLAN
105 M-403 17312363 OIL WATER SEPERATOR PLUMBING PLAN
106 M-501 17312364 DETAILS
107 M-502 17312365 DETAILS
108 M-503 17312366 DETAILS
109 M-504 17312367 DETAILS
110 M-901 17312368 FUEL AREA AND HEAD PIPING DIAGRAMS, EQUIPMENT SCHEDULE
111 M-902 17312369 OIL WATER SEPERATOR PIPING DIAGRAM, EQUIPMENT SCHEDULE
INDEX # SHEET
REF #
NAVFAC
DWG NO. SHEET TITLE
17312370 NOT USED
ELECTRICAL
112 E-001 17312371 GENERAL ELECTRICAL NOTES
113 E-002 17312372 ELECTRICAL SYMBOL LIST, ABBREVIATIONS, AND MOUNTING HEIGHT
SCHEDULE
114 E-101 17312373 ELECTRICAL SITE PLAN
115 E-401 17312374 LIGHTING AND POWER PLAN
116 E-501 17312375 MISCELLANEOUS DETAILS - SHEET 1 OF 5
117 E-502 17312376 MISCELLANEOUS DETAILS - SHEET 2 OF 5
118 E-503 17312377 MISCELLANEOUS DETAILS - SHEET 3 OF 5
119 E-504 17312378 MISCELLANEOUS DETAILS - SHEET 4 OF 5
120 E-505 17312379 MISCELLANEOUS DETAILS - SHEET 5 OF 5
121 E-601 17312380 ONE LINE DIAGRAM
122 E-602 17312381 PANEL SCHEDULE & LIGHT FIXTURE SCHEDULE
123 E-603 17312382 MISCELLANEOUS DIAGRAMS
17312383 NOT USED
TELECOMMUNICATIONS
124 T-001 17312384 TELECOMMUNICATIONS GENERAL NOTES
125 T-002 17312385 TELECOMMUNICATIONS SYMBOL LIST, ABBREVIATIONS, AND MOUNTING
HEIGHT SCHEDULES
126 T-101 17312386 TELECOMMUNICATIONS SITE PLAN
127 T-401 17312387 TELECOMMUNICATIONS PLAN
128 T-501 17312388 TELECOMMUNICATIONS DETAILS - SHEET 1 OF 4
129 T-502 17312389 TELECOMMUNICATIONS DETAILS - SHEET 2 OF 4
130 T-503 17312390 TELECOMMUNICATIONS DETAILS - SHEET 3 OF 4
131 T-504 17312391 TELECOMMUNICATIONS DETAILS - SHEET 4 OF 4
132 T-601 17312392 TELECOMMUNICATIONS OSP PATHWAY AND CABLING DIAGRAM
133 T-602 17312393 GOVERNMENT ICS DIAGRAM
17312394 NOT USED
SH
EE
TS
A
DD
ED
/2 5/
M
SN
AMD 0004 - 25 APRIL 2024
Evan Mizuno
26 APR 2024
X X X X X X X
X X
X X X
X X X X X X X X X X X X
0.5% 0.4%
0.4% 0.4%
0.5% 0.6%
0.1%
0.1%
0.
8%0.
8%
1.1%
1.2%
1.
8%
1.
7%
5.
0%
6.
0% 5.
0%
5.
6%
2.
7% 2.
7%
0.6%0.5%
0.5% 0.4% 0.4%0.5%
2.
6% 2.
7%
2.
0%
2.
2% 1.
9%
1.
0%
FG:469.76
TOP:471.14
BOT:469.76
TOP:471.14
BOT:469.76±
FG:471.09
FG:471.09
FG:470.92
FG:470.91
TOP:470.86
BOT:469.67
TOP:470.86
BOT:469.67±
FG:471.23FG:471.40
FG:471.50± FG:471.27±
FG:471.21±
FG:471.26±
FG:471.51±
FG:471.62±
FG:470.77 FG:470.63
FG:470.65FG:470.65
EG:470.00±
EG:470.00±
FG:471.00
FG:471.00
EG:469.77±
EG:469.99±
EG:469.58±
EG:470.01±
FG:471.39±FG:471.44± FG:471.29± FG:471.20± FG:471.15±
EG:471.00±
EG:471.00±
0.
5%
FG:470.99
FG:470.99
FG:471.31
FG:471.39
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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FA
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C R
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D A
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A
P P
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
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M
CO
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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0004 - 25 APRIL 2024
G U
A M
M A
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IN
E C
O R
P S
B A
S E
, C A
M P
B
LA
Z
KS/AK
SK
JCC
1737354
BL DC BT
SK
4/2
5/2
BL
0 5' 10' 1" = 5'
SCALE:1" = 5'
DRIVEWAY PLAN (1 OF 2)
A1
PLAN
NORTH
STALEMATE STREET
17312326 43A
DR
IV
EW
AY
P
LA
N (1
O F
2)
CR401
AS NOTED
PROJECT
BOUNDARY
LIMITS OF
GRADING
7FT HIGH CHAIN
LINK FENCE WITH
1FT BARBED WIRE44FT WIDE 8FT HIGH
GATE AND DRIVEWAY
TO STALEMATE STREET
40.00'
PEDESTRIAN GATE
20.00'20.00' 7.
1.
1.
.0
0' 6.
LEGEND:
FG:460.00 SPOT ELEVATION
0.0% SLOPE CALLOUT
PCC PAVEMENT
AC PAVEMENT
LANDSCAPE
LIMITS OF GRADING
CONCRETE
SIDEWALK
PROJECT BOUNDARY
DR
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INV = 469.67
C3
CU521
GRADE BREAK
DR
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EW
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P
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N
AD
DE
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PROJECT SIGNAGE,
SEE ARCH
10.00'
A3 A-602
C1
CS506
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EMERGENCY EXIT
ONLY SIGN
A3
CS506
PROVIDE SMOOTH AND
FLUSH CONNECTION TO
EXISTING SIDEWALK
.0
0' 6.
1.00'
8.
5.00'
TRENCH DRAIN
INV = 469.76
CK
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
X X X X X
X X
X X
X
X X
X X
X X
X X
X X
FG:470.07±
TC:469.62
BC:469.54±
TC:469.41
BC:469.33±FG:470.10±
FG:469.91
FG:468.71 FG:468.70
FG:469.07
FG:469.75±
TC:469.73±
BC:469.26±
TC:469.36
BC:469.28±
FG:469.11
0.4%
0.1%
9.0%
0.5
1.3% 10.2%
1.4% 0.4%
TC:470.03±
BC:469.58± FG:469.72±
FG:469.250.4% 0.4%
2.
0%FG:469.88 FG:469.71
FG:469.69
FG:470.04 FG:470.07
FG:469.75
0.5
0.4%
FG:469.19
2.0%
2.0
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FY
M
CO
N P -87
0 9
TH
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GI
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SU
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SU
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S B
AS
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UA
M
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0004 - 25 APRIL 2024
G U
A M
M A
R
IN
E C
O R
P S
B A
S E
, C A
M P
B
LA
Z
KS/AK
SK
JCC
1737354
BL DC BT
SK
4/2
5/2
BL
0 5' 10' 1" = 5'
SCALE:1" = 5'
DRIVEWAY PLAN (2 OF 2)
A1
PLAN
NORTH
STALEMATE STREET
17312327 43B
DR
IV
EW
AY
P
LA
N (2
O F
2)
CR402
AS NOTED
FI
RE
L
AN
E "B
LIMITS OF
GRADING
7FT HIGH CHAIN
LINK FENCE WITH
1FT BARBED WIRE
44FT WIDE 8FT HIGH
GATE AND DRIVEWAY
TO STALEMATE STREET
40.00'
24.22'24.20'
4.00'
7.
6.1 9'
LEGEND:
FG:460.00 SPOT ELEVATION
0.0% SLOPE CALLOUT
PCC PAVEMENT
AC PAVEMENT
LANDSCAPE
LIMITS OF GRADING
CONCRETE
SIDEWALK
PROJECT BOUNDARY
7.
6.21'
DR
IV
EW
AY
P
LA
N
AD
DE
D
3.00'
3.00'
3.0 0'
5.98'
6.1 0'
8.10'
4.00' 3.00'
8.07'
6.07'
PROVIDE SMOOTH AND
FLUSH CONNECTION TO
EXISTING SIDEWALK
PROVIDE SMOOTH AND
FLUSH CONNECTION TO
EXISTING SIDEWALK
CK
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
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N A
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FY
M
CO
N P -87
0 9
TH
EN
GI
NE
ER
ING
SU
PP
OR
T B
AT
TA
LIO
N (
ES
B)
TR
AIN
ING
CO
MP
LE
X, U S N
AV
SU
PP
AC
T, M
AR
INE
CO
RP
S B
AS
E G
UA
M
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0004 - 25 APRIL 2024
G U
A M
M A
R
IN
E C
O R
P S
B A
S E
, C A
M P
B
LA
Z
KS/AK
SK
JCC
1737354
BL DC BT
SK
4/2
5/2
BL
17312316
W
AT
ER
S
YS
TE
M D
ET
AI
LS
(1
O F
5)
CU501
AS NOTED
SCALE:NTS
WATERLINE TRENCH DETAILC1
PLAN
WIDTH
TRENCH
(T
YP
ELEVATION
4" C
LR
#4 @ 1'-0" O.C.
#4 @ 6" O.C.
3'-6" 3'-6"8"
0'- 9"
6"
3'-6" 3'-6"
2'- 9"
BAR #4, E.F.
2-#5 (TYP.)
AT PIPE E.F.BAR #4, E.F.
SAWCUT
TACK COAT
NOTES:
1. RESTORATION OF PAVEMENT MUST FOLLOW NEW AC
PAVT DETAIL OR MATCH EXISTING PAVEMENT
STRUCTURE, WHICHEVER IS GREATER.
2. PREPARE SUBGRADE AT THE BOTTOM OF TRENCH AS
SPECIFIED IN SPECIFICATION 31 23 00.00 20 EXCAVATION AND
FILL. IF COHESIVE MATERIAL, UNSATISFACTORY MATERIAL, OR
UNSTABLE MATERIAL IS ENCOUNTERED AT THE BOTTOM OF
TRENCH, IF THE BOTTOM OF TRENCH IS WITHIN 2 FEET OF THE
WATER TABLE, OVER EXCAVATE BELOW THE BOTTOM OF
EXCAVATION AND REPLACE THE OVER EXCAVATED MATERIAL
WITH CRUSHED ROCK WRAPPED IN NON-WOVEN GEOTEXTILE
FABRIC AS SPECIFIED IN SPECIFICATION 31 23 00.00 20
EXCAVATION AND FILL.
3. TRENCH BACKFILL, BEDDING AND SUBBEDDING MATERIAL AND
CONTROLLED LOW STRENGTH MATERIAL (CLSM) IN
ACCORDANCE TO THE PLANS AND SPECIFICATIONS.
4. WARNING TAPE OVER CENTER LINE OF PIPE 1'-0" BELOW
FINISHED GRADE. UNDER PAVEMENTS AND SLABS, BURY
TAPE 6" BELOW TOP OF SUBGRADE.
TRENCH BACKFILL
WATERLINE PIPE
FINISH GRADE/
EXIST. GROUND
WARNING TAPE
CRUSHED ROCK WRAPPED
WITH NON-WOVEN FILTER
FABRIC
SYMMETRICAL ABOUT ℄
NEW PAVT
STRUCTURE
SEE NOTE 1
NON-WOVEN FILTER FABRIC
WRAPPED AROUND
BEDDING MATERIAL
2'-0" MIN.
TRENCH WIDTH
PAVED UNPAVED1'-0"
1'-0"
6"
SU
B-
BE
DD
IN
G
3'- 0"
M
IN
CO
VE
R
PI
PE
BE
DD
IN
G
HYDRANT (SEE NOTES)
LOCATE THE 4" OUTLET
PERPENDICULAR TO THE
ROADWAY
"BREAK-AWAY" BOLTS ON
THE HYDRANT FLANGE ONLY6" SPOOL
4'X4'X4" THICK
CONCRETE PAD
FEATHER JOIN
EXIST. PAVEMENT
RESILIENT WEDGE GATE VALVE, RING-TITE BY
FLANGE VALVE MUST BE LOCATED AS CLOSE
TO THE MAIN LINE AS POSSIBLE.
MAIN LINE
FOR THRUST
BLOCKS SEE SHT.
CU502
3" M
IN
SEE NOTE 3
3'- 0"
M
IN
8' MINIMUM
VALVE BOX
SEE DETAIL C1
ON SHT. CU503
FIRE HYDRANT ASSEMBLY
1-FIRE HYDRANT
1-FH EXTENSION
1-FH ELBOW
NOTES:
1. HYDRANTS TO BE PAINTED YELLOW.
2. HYDRANT FLANGE GASKET MUST BE "FULL FACE" AND OF
RUBBER COMPOSITION 1/8" THICK.
3. THE LOCATION OF HYDRANTS MUST MEET ALL OF THE
FOLLOWING CONDITIONS.
A. MAINTAIN MINIMUM 12" DISTANCE FROM EDGE OF
SIDEWALK.
B. MAINTAIN A 48" CLEAR WIDTH OF SIDEWALK FOR
PEDESTRIAN ACCESS.
C. MAINTAIN 36" CLEAR DISTANCE FROM ANY
OBSTRUCTIONS TO HYDRANT OUTLETS.
D. HYDRANTS MUST BE NO MORE THAN 12' AWAY FROM
THE EDGE OF ROAD.
4. FOR HYDRANT IN INDUSTRIAL/COMMERCIAL AREAS, USE
HYDRANT WITH 1-4" & 2-2 1/2" FIRE HOSE OUTLETS WITH BRASS
CAPS, 1 1/8" OPERATING NUTS.
1'-4"
2'- 0"
4"
4"
6" FIRE HYDRANT
FINISH GRADE
4'x4'x4" CONC. SLAB REINF. #4 AT 12" O.C.
BOTHWAYS OR 6x6x10/10 WWF. SLOPE
CONC. SLAB 1/4" PER FOOT AWAY FROM
HYDRANT
4" D.I. PIPE, FILLED W/ 2500 PSI
CONCRETE, PAINTED OSHA
APPROVED SAFETY YELLOW
4'
2'
FIRE HYDRANT
4'x4'x4" THICK CONC. SLAB
4' HIGH GUARD POST
PLAN
45°
ELEVATION
CONCRETE CAP.
ROUNDED TOP
OVERLAP
SCALE:NTS
CONCRETE THRUST BEAM FOR REDUCERA1 SCALE:NTS
FIRE HYDRANT INSTALLATIONA3
SCALE:NTS
HYDRANT CONCRETE SLAB AND GUARD POSTSC3
SE
E
NO
TE
SU
B-
BE
DD
IN
G
DE
TA
IL
R
EV
IS
ED
T CK
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
N
AM
E:
W
:\1
-1
5\C ivi l\C
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_C
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\A
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0-
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: S
TO
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DE
TA
ILS
(1
O F
3) P
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TT
ED
: W ed ne sd ay
, A pr il 2 4, :52 am
U
SE
R:
dc re me r
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
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.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FY
M
CO
N P -87
0 9
TH
EN
GI
NE
ER
ING
SU
PP
OR
T B
AT
TA
LIO
N (
ES
B)
TR
AIN
ING
CO
MP
LE
X, U S N
AV
SU
PP
AC
T, M
AR
INE
CO
RP
S B
AS
E G
UA
M
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0004 - 25 APRIL 2024
G U
A M
M A
R
IN
E C
O R
P S
B A
S E
, C A
M P
B
LA
Z
KS/AK
SK
JCC
1737354
BL DC BT
SK
SCALE:NTS
DRAIN LINE TRENCH DETAILC1
17312323
ST
OR
M S
YS
TE
M D
ET
AI
LS
(1
O F
3)
CU521
AS NOTED
O.D.
SAWCUT
TACK COAT
TRENCH BACKFILL
DRAIN PIPE
FINISH GRADE/
EXIST. GROUND
WARNING TAPE
CRUSHED ROCK WRAPPED
WITH NON-WOVEN FILTER
FABRIC
SYMMETRICAL ABOUT
NEW PAVT STRUCTURE
SEE NOTE 1
OVERLAP
NON-WOVEN FILTER
FABRIC WRAPPED AROUND
BEDDING MATERIAL
4'-8" MIN.
TRENCH WIDTH
PAVED UNPAVED1'-0"
1'-0"
6"
SU
B-
BE
DD
IN
G
2'- 0"
M
IN
CO
VE
R
PI
PE
BE
DD
IN
G
VARIES A VARIES
VA
RI
ES
" M
IN
SCALE: NTS
GRASSED SWALEA1
6" MIN.
FREEBOARD
A B C D
0' 0' 2' 2'
A 20:1 6:1 3:1 2:1
BSWALE
BB
NOTE:
1. SIDE SLOPES SHOULD BE 2:1 OR FLATTER.
2. EARTH BERM MUST BE COMPACTED TO ATLEAST 90% COMPACTION AND STABILIZED.
3. STORM RUNOFF TO BE CONTAINED BY EARTH BERM OR
OR SAFELY OVERFLOW TO DRAIN INLET
M
AX
2'
EXIST
GRADE
BERM HEIGHT
VARIES AS NOTED
ON PLAN
FLOW
ELEVATION VARIES
STABILIZING COVER, WHEN
NEEDED
SCALE: NTS
EARTH BERM DETAIL A3
NOTES:
1. RESTORATION OF PAVEMENT MUST FOLLOW NEW AC
PAVT DETAIL OR MATCH EXISTING PAVEMENT
STRUCTURE, WHICHEVER IS GREATER.
2. PREPARE SUBGRADE AT THE BOTTOM OF TRENCH AS
SPECIFIED IN SPECIFICATION 31 23 00.00 20 EXCAVATION AND
FILL. IF COHESIVE MATERIAL, UNSATISFACTORY MATERIAL, OR
UNSTABLE MATERIAL IS ENCOUNTERED AT THE BOTTOM OF
TRENCH, IF THE BOTTOM OF TRENCH IS WITHIN 2 FEET OF THE
WATER TABLE, OVER EXCAVATE BELOW THE BOTTOM OF
EXCAVATION AND REPLACE THE OVER EXCAVATED MATERIAL
WITH CRUSHED ROCK WRAPPED IN NON-WOVEN GEOTEXTILE
FABRIC AS SPECIFIED IN SPECIFICATION 31 23 00.00 20
EXCAVATION AND FILL.
3. TRENCH BACKFILL, BEDDING AND SUBBEDDING MATERIAL AND
CONTROLLED LOW STRENGTH MATERIAL (CLSM) IN
ACCORDANCE TO THE PLANS AND SPECIFICATIONS.
4. WARNING TAPE OVER CENTER LINE OF PIPE 1'-0" BELOW
FINISHED GRADE. UNDER PAVEMENTS AND SLABS, BURY
TAPE 6" BELOW TOP OF SUBGRADE.
SE
E
NO
TE
SU
B-
BE
DD
IN
G
DE
TA
IL
R
EV
IS
ED
SEE NOTE 4
8"
8"
8"
1/8"
NOTES:
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR
EXISTING GROUND CONDITIONS.
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI FOR GRADE. CONCRETE MUST BE
VIBRATED TO ELIMINATE AIR POCKETS.
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT MUST
BE INCLUDED TO PROTECT CHANNEL AND CONCRETE SURROUND IN
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8"
ABOVE THE TOP OF THE CHANNEL EDGE.
5. CONCRETE BASE THICKNESS MUST MATCH SLAB THICKNESS.
CONCRETE PAVEMENT
SCALE:NTS
TRENCH DRAIN DETAILC3
12" #4 BARS @ 8" O.C.
#4
SEE NOTE 4
8"
8"
8"
1/8"
CHANNEL BULK FUEL
SLAB, SEE C2/S-504
12"
3" CLR
#4 BARS @ 8" O.C.
#4
POLYMER CONCRETE HEAVY
DUTY TRENCH DRAIN CHANNEL
POLYMER CONCRETE HEAVY
DUTY TRENCH DRAIN
FOR TYPICAL SECTION AT
BULK FUEL TRENCH DRAIN,
SEE C2/S-504
DRIVEWAY 1 SECTION BULK FUEL SECTION
DUCTILE IRON
GRATE, HS-25 MIN
DUCTILE IRON
GRATE, HS-25 MIN
XXXXX X X X
6x6-W2.9xW2.9
WELDED WIRE FABRIC8"
6" AGGREGATE
SUBBASE
DE
TA
IL
C
RE
VI
SE
D
4/
/2
BL
4/
/2
BL
T CK
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
N
AM
E:
W
:\1
-1
5\C ivi l\C
AD
D\ _S ite \P
-8
_C
AD
\A
MD
\B
LD
GP
0-
3-
CU
3.d wg L
AY
OU
T
NA
ME
: S
TO
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S
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TE
M
DE
TA
ILS
(3
O F
3) P
LO
TT
ED
: T ue sd ay , A pr il 2
3, 2:5 6p m
US
ER
: d cre me r
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
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.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FY
M
CO
N P -87
0 9
TH
EN
GI
NE
ER
ING
SU
PP
OR
T B
AT
TA
LIO
N (
ES
B)
TR
AIN
ING
CO
MP
LE
X, U S N
AV
SU
PP
AC
T, M
AR
INE
CO
RP
S B
AS
E G
UA
M
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0004 - 25 APRIL 2024
G U
A M
M A
R
IN
E C
O R
P S
B A
S E
, C A
M P
B
LA
Z
KS/AK
SK
JCC
1737354
BL DC BT
SK
4/2
5/2
BL
SCALE:NTS
RIP RAP LINED SPILLWAYA1
17312325
ST
OR
M S
YS
TE
M D
ET
AI
LS
(3
O F
3)
CU523
AS NOTED
17' 3' 3' 5' 3' 3'
VA
RI
ES
, S
EE
G
RA
DI
NG
P
LA
NS
3'
3' 3'
2'
VA
RI
ES
2'
2%
3:
3:
2%
3:
2%
FLAT/NO SLOPE
B-B A-A B-B
TOP OF BASIN
BOTTOM OF BASIN
15" THK. HAND LAID RIPRAP
C-C
TOP OF BASIN
BOTTOM OF BASIN
2%
15" THICK HAND LAID RIPRAP
NON-WOVEN
GEOTEXTILE
FILTER FABRICSECTION A-A
SECTION B-B
BOTTOM OF BASIN
TOP OF BASIN
15" THICK HAND LAID RIPRAP
2%
3'
NON-WOVEN GEOTEXTILE
FILTER FABRIC
SPILLWAY
3' 3' 5' 3' 3'
2'
2'
BOTTOM OF BASIN
NON-WOVEN GEOTEXTILE
FILTER FABRIC
WATER LEVEL
TOP OF BASIN
15" THICK HAND LAID RIPRAP
SECTION C-C
WATER LEVEL
VA
RI
ES3
3:1 3:1
3:1
483.00
1'
1/4" X 1/4" HARDWARE CLOTH,
SECURED W/SNAP TIEINVERT INTO COLLECTION
PIPE VARIES
GEOTEXTILE
1/2" GASKET
SOLID ACCESS COVER
ALONG ENTIRE LENGTH
WITH LIFTING RINGS
GRATED COVER ALONG
ENTIRE LENGTH
OVERFLOW WEIR
OVERFLOW
WEIR
6" UNDERDRAIN
PIPE TO CHAMBER
12" OVERFLOW PIPE TO RIVER
(13' LONG @ SLOPE 0.5%)
4" TO 6" REDUCER TEE
6" COLLECTION MANIFOLD, SLOPED
@ 0.3% TO 12" OVERFLOW PIPE
6" - 90 BEND
4" TO 6" STRAIGHT
REDUCER
A
BB
A
SECTION A-A VIEW
ELEVATION B-B VIEW
PLAN VIEW
STORAGE
WET
SEDIMENT
CHAMBER
OVERFLOW
CHAMBER
OVERFLOW
CHAMBER
SAND CHAMBER
WET CHAMBER
SAND
SAND
WEIR
WEIR
OPENING
WEIR
OPENING
WEIR
OPENING
WEIR
OPENING
WEIR
OPENING
WEIR
OPENING
2'-
2'
5'- 7"
2'
50'
2'
3'-4"
1.5' 1.5'1.5'1.5'1.5'1.5'
9' 9'
0.
5'
8"
1.
0.
5'
0.
5'
0.25'
0.5'
0.5' 0.5' 0.5' 0.5'
8"
0.17'
1.
'18
SCALE:NTS
SAND FILTERA3
2'2'
1.75'1.75'
2.83' 2'
8" 8" 8"
8"0.25'8"
1' 4' 0.5'3'
0.08'
0.08'
0.25'
SAND FILTER MEDIA
COARSE SILICA SAND AND/OR CRUSHED ROCK MEETING GRADATION
LISTED BELOW:
· SAND LAYER: 100% PASSING NO.3 SIEVE
· SEPARATION LAYER: 100% PASSING 1/4" SIEVE
· DRAINAGE GRAVEL: 100% PASSING 1/2" SIEVE
SAND FILTER MEDIA MUST NOT CONTAIN ORGANIC MATERIAL, SILTY
SAND, SILTY CLAY, OR MICROBIAL CONTAMINANTS.
SEPARATION LAYER
DRAINAGE LAYER
14"
4"
4,000 PSI CONCRETE ACCORDANCE WITH
SECTION 03 30 00. SUBMIT SAND FILTER
SHOP DRAWING IN ACCORDANCE WITH 33
40 00 STORM WATER UTILITIES.
6" THK
AGGREGATE
BASE COURSE
6" THK AGGREGATE
BASE COURSE
4" DIAMETER UNDERDRAIN PIPE 9' O.C.
RI
PR
AP
T
HI
CK
NE
SS
R
EV
IS
ED
4 T CK
OLA N A.
IR
B
No. 9867-C
ENGINEER
PROFESSIONAL
LICENSED
.A.S
HAWA I I, U.
FTG PER PLAN
EXTEND TIES
THRU SLAB
AND BEAM
LA
P
SP
LI
CE
PE
R
SC
HE
D, T
YP
INTERMEDIATE LEVEL
TOP LEVEL
SOG
SE
E
CO
L
SC
HE
D
FO
R
TI
E
SP
2" M
AX
TY
P
(4) VERT BARS (8) VERT BARS
3/4" CHAMFER, TYPCROSSTIES ALT
HOOK LOC, TYP3/4" CHAMFER, TYP
1 1/2" CLR, TYP
HOOP
VERT BAR, TYP
END SUPPORT INTERIOR SUPPORT INTERIOR SUPPORT
SPAN
LAP SPLICE
PER SCHED
TOP OF BEAM
AND SLAB (TYP.)
LAP SPLICE
PER SCHED
SIDE BARS SPLICED
ONLY AT MIDSPAN
BOT ADDED BARS
BOT CONT BARSSUPPORT
STD HOOK, TYP
EXTEND BARS
(1) LAP SPLICE
LENGTH INTO
SLAB / WALL
WHERE OCCURS
FACE OF
SUPPORT
TOP ADDED BARS
LC
STIRRUP SPACING, SEE SCHEDULE
LB/8
STIRRUP SPACING, SEE SCHEDULE
LA
LA/4 OR LB/4
WHICHEVER IS GREATER
LB
LA/4 OR LB/4
WHICHEVER IS GREATER
LB/4 OR LC/4
WHICHEVER IS GREATER
LB/4 OR LC/4
WHICHEVER IS GREATER
LA/12 LA/8 LB/8
2", TYP 2", TYP 2", TYP 2", TYP
LA/4
LC/8
TOP CONT BARS ( )
TOP ADDED BARS ( )
CONDITION AT SUPPORT
SEE NOTE 1
ADDITIONAL LAYER
WHERE REQUIRED
SIDE BARS
BOT ADDED BARS ( )
BOT CONT BARS ( )
HOOPS OR S&T
CONDITION AT MIDSPAN
1/
2"
CL
R
TY
P
"D " N
OT
E
1/
2"
CL
R
TY
P "W"
NOTE 2
4"
TYP
SIDE BARS
2"
CL
R
TY
P
HOOPS OR S&T
TOP CONT BARS
NOTES:
1. WHERE INTERSECTING BEAMS OCCUR NEAR SUPPORT, PLACE BARS FROM DISCONTINUOUS BEAM IN
LOWER LAYER. WHERE BOTH BEAMS ARE CONTINUOUS, PLACE SMALLER BARS OR BARS FROM
SMALLER BEAM IN LOWER LAYER. (STIRRUPS FOR SUPPORTING BEAMS MUST BE PLACED THRU THE
INTERSECTIONS)
2. SEE PLAN, ELEVATION, OR SECTION FOR DIMENSIONS AND REINFORCEMENT.
NOTES:
1. SEE CIVIL AND ELECTRICAL DRAWINGS FOR LOCATION AND DIMENSIONS.
2. LAP SPLICE BARS 2'-0".
CHAIN LINK GATE,
SEE CIVIL DWGS, TYP
SEE ELEC DWGS
FOR EQUIP, TYP
6" H CONC PAD W/ 8"
EDGE DIST ALL AROUND
EQUIP, SEE C2/S-501, TYP
9" THK CONC SCREEN WALL W/ #5 @ 12" OC
EW EF, TYP. TOP OF WALL EL = 7'-0" MAX
ABOVE TOP OF EQUIP PAD AND 1'-0" ABOVE
TOP OF EQUIP. PROVIDE 2" CLR COVER,
TYP. FOR WALL TO FTG CONNECTION , SEE
A3/S-501 SIM. SLOPE TOP OF WALL 1/4"
TOWARDS INTERIOR OF ENCLOSURE.
EQUIP PAD, SEE C3/S-501.
SLOPE TOP OF PAD 1/8" PER
FOOT TOWARDS GATES.
FI
LE
N
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(3 O
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D E
P A
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TM
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T O
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TH
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A V
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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.
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
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S Y
S
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M S
C O
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DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FY
M
CO
N P-
TH
E
NG
IN
EE
RI
NG
S
UP
PO
RT
B
AT
TA
LI
O
N (E
SB
TR
AI
NI
NG
C O
M
PL
EX
, U
S
NA
VS
UP
PA
CT
, M
AR
IN
E
CO
RP
S
BA
SE
G
UA
M
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGFINAL DESIGN SUBMITTAL - 05 FEBRUARY 2024
G U
A M
M A
R
IN
E C
O R
P S
B A
S E
, C A
M P
B
LA
Z
KS/AK
SK
JCC
1737354
SCALE:NTS
ELEVATION -TYPICAL HEAD CONCRETE BEAM (OPTION 1)
C1
SCALE:NTS
ELEVATION -TYPICAL CONCRETE COLUMN
(OPTION 1)
A1 SCALE:NTS
SECTION -TYPICAL CONCRETE COLUMN (OPTION 1)
A2
SCALE:NTS
SECTION -TYPICAL CONCRETE BEAM (OPTION 1)
B2
S-503
TY
P
IC
A
L D
E
TA
IL
S
(3 O
F 4)
98 133 17312355
JE BF BE
BC
SCALE:NTS
PLAN -TYPICAL EQUIPMENT ENCLOSURE (OPTION 1)
A4
CL
AR
IF
IE
D
EN
CL
OS
UR
E
FI
NI
SH
/2
5/
JH
E
DIRECT APPLIED EXTERIOR FINISH
SYSTEM PER SPECIFICATION SECTION
07 24 00 WITH B1 COLOR PER EXTERIOR
FINISH COLOR SCHEDULE ON A-201.
AMD 0004 - 25 APRIL 2024
LICENSED
PROFESSIONAL
ENGINEER
No. 11168-S
A
HAWA I , U.S
.A
I
SO
N H. EMOTOJ
EXP. 04/30/2026
ROOF SLAB
PER PLAN
SEE ARCH DWGS
FOR GUTTER DIMS
SEE ARCH DWGS FOR
ROOF DRAIN BEYOND
WALL PER PLAN
#4 @ 6" OC CTR
(4) #4 CONT
SCALE:1" = 1'-0"
SECTION - TYPICAL GUTTER AT HEAD (OPTION 1)
D1
6" THK SLAB
ROOF SLAB
PER PLAN
1'-2" 1'-2"
BENT BAR TO MATCH
TOP BAR SIZE & SP
SCALE:1" = 1'-0"
SECTION - HIP AND RIDGE SLAB AT HEAD (OPTION 1)
C1
12" THK CONC WALL
W/ (6) #5 CONT HORIZ,
#5 @ 8" OC EF VERT
2'- 0"
M
AX
6" M
IN
VA
RI
ES
1'- 0"
8" THK CONC SLAB
W/ #5 @ 8" OC EW
1:1
1'-10"
PROVIDE
WATERSTOPS
@ CONSTR JTS
2" CLR 2" CLR
3/4" CHAMFER, TYP
2" C
LR
M
IN
3"
M
AX
3" C
LR
COMPACTED GRAVEL
BASE COURSE, SEE
CIVIL DRAWINGS
NOTES:
1. SEE CIVIL DRAWINGS FOR LOCATIONS AND GRADES.
2. LAP SPLICE BARS 2'-0".
SCALE:1" = 1'-0"
TYPICAL SECTION AT BULK FUEL CURBA1
GRADE ELEVATION ABOVE TOP OF SLAB
1:VARIES
1'- 6"
M
IN
1'- 0"
M
IN
1'-0" MIN
TYP BOT OF FTG ELEV,
SEE "GRADE ELEVATION
ABOVE TOP OF SLAB"
DETAIL FOR ADDITIONAL
INFORMATION
THICKEN FTG AS REQ'D
& PROVIDE #5 HORZ @
10" MAX VERT SPC
GRADE ELEVATION BELOW TOP OF SLAB
8" THK CONC SLAB
W/ #5 @ 8" OC EW
SEE CIVIL DRAWINGS
FOR PAVEMENT/GRADE
1'- 0"
1'-0"
2" C
LR
M
IN
3"
M
AX SEE CIVIL DRAWINGS
FOR SLOPE
COMPACTED GRAVEL
BASE COURSE, SEE
CIVIL DRAWINGS3"
C
LR
ADD (2) #5 CONT BOT
NOTE:
SEE CIVIL DRAWINGS FOR LOCATIONS.
SCALE:1" = 1'-0"
TYPICAL SECTION AT BULK FUEL SLAB EDGEB2
8" THK CONC SLAB
W/ #5 @ 8" OC EW
SL SL
COMPACTED GRAVEL
BASE COURSE, SEE
CIVIL DRAWINGS
8"
TYP 3"
C
LR
1:1 1:1
NOTES:
1. SEE CIVIL DRAWINGS FOR LOCATIONS AND SLOPES.
2. LAP SPLICE BARS 2'-0".
MATCH TYP SLAB
THK & REINF
2" C
LR
M
IN
3"
M
AX
TRAFFIC-RATED PRE-SLOPED
TRENCH DRAIN W/ COVER,
SEE CIVIL DRAWINGS
SCALE:NTS
TYPICAL SECTION AT BULK FUEL TRENCH DRAINC2
3'- 6"
M
AX
SE
E
CI
VI
L
DR
AW
IN
GS
6'- 0"
M
AX
SE
E
CI
VI
L
DR
AW
IN
GS
PROVIDE
WATERSTOPS
@ CONSTR JTS
2" CLR 2" CLR
3/4" CHAMFER, TYP
2"
2"Ø WEEP HOLES
@ 4'-0" OC
8" THK CONC SLAB
W/ #5 @ 16" OC EW
SEE CIVIL
DRAWINGS FOR
DRAIN PIPES
1'- 4"
1'-6" 2'-6"
8" THK CONC SLAB
W/ #5 @ 8" OC EW2"
C
LR
M
IN
3" M
AX
3"
C
LR
BOT REINF TO
MATCH TOP REINF
NOTES:
1. SEE CIVIL DRAWINGS FOR LOCATIONS.
2. LAP SPLICE BARS 2'-0".
3. PROVIDE CRYSTALLINE PERMEABILITY-REDUCING ADMIXTURE FOR
HYDROSTATIC CONDITIONS (PRAH) PER ASTM C494 AND MANUFACTURER
RECOMMENDATIONS IN WATER SUPPLY TANK CONCRETE.
12" THK CONC WALL
W/ #5 @ 8" OC EW EF
THICKENED SLAB
EDGE, SEE B2/S-504 SIM
SCALE:1" = 1'-0"
TYPICAL SECTION AT WATER SUPPLY TANK WALLB4
GRAPHIC SCALE
2'1'
1"=1'-0"
3' 4'0"
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DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V
FA
C P
A C
IF
IC
FY
M
CO
N P-
TH
E
NG
IN
EE
RI
NG
S
UP
PO
RT
B
AT
TA
LI
O
N (E
SB
TR
AI
NI
NG
C O
M
PL
EX
, U
S
NA
VS
UP
PA
CT
, M
AR
IN
E
CO
RP
S
BA
SE
G
UA
M
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGFINAL DESIGN SUBMITTAL - 05 FEBRUARY 2024
G U
A M
M A
R
IN
E C
O R
P S
B A
S E
, C A
M P
B
LA
Z
KS/AK
SK
JCC
1737354
S-504
TY
P
IC
A
L D
E
TA
IL
S
(4 O
F 4)
99 133 17312356
JE BF BE
BC
DE
TA
IL
C
RE
VI
SE
D
/1
8/
JH
E
AMD 0004 - 25 APRIL 2024
UT
T
AN
K W
AT
ER
PR
OO
FI
NG
C
LA
RI
FI
ED
/2 5/
JH
E
LICENSED
PROFESSIONAL
ENGINEER
No. 11168-S
A
HAWA I , U.S
.A
I
SO
N H. EMOTOJ
EXP. 04/30/2026
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