20R1313-AMD7 Dwgs.pdf
PDF 8 MB Posted
- Solicitation number
- N6274220R1313
About this file
This federal solicitation seeks proposals for site development and construction work at Tinian International Airport in the Commonwealth of the Northern Mariana Islands. The scope of work includes clearing and leveling land for an Air Force site, building paved road access, installing security fencing, conducting extensive earthwork and drainage, demolishing WWII-era airfield pavements, constructing a water well, addressing munitions and explosives of concern, and performing additional tasks to provide a complete and usable facility. An optional line item is included for building an aircraft parking apron and taxiways sized for 12 KC-135/KC-46A aircraft, with associated hydrant piping and fuel valve pits to support operations. Proposals are due within 360 days of contract award, with the Navy Naval Facilities Engineering Command serving as the contracting agency.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 20R1313-Note9.pdf | ||
| 20R1313-AMD10.pdf | ||
| 20R1313-AMD3 Dwgs.pdf | ||
| 20R1313-AMD2 Dwgs.pdf | ||
| 20R1313-AMD8 Dwgs.pdf | ||
| 20R1313-Note8.pdf | ||
| 20R1313-AMD9.pdf | ||
| 20R1313-Note7.pdf | ||
| 20R1313-AMD8.pdf | ||
| 20R1313-Note6.pdf | ||
| 20R1313-Note5.pdf | ||
| 20R1313-AMD7.pdf | ||
| 20R1313-AMD6.pdf | ||
| 20R1313-SV Sign-In.pdf | ||
| 20R1313-Note4.pdf | ||
| 20R1313-AMD5.pdf | ||
| 20R1313-AMD4.pdf | ||
| 20R1313-Note3.pdf | ||
| 20R1313-AMD3.pdf | ||
| 20R1313-Note2.pdf | ||
| 20R1313-Note1.pdf | ||
| 20R1313-AMD2.pdf | ||
| 20R1313_AMD1.pdf | ||
| 20R1313_Specs_PARTA.pdf | ||
| 20R1313_P9021Dwgs.pdf | ||
| 20R1313_Specs_PARTB.pdf | ||
| 20R1313_P9022Dwgs.pdf | ||
| 20R1313-RFP.pdf | ||
| 20R1313_Specs_PARTC.pdf |
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Text version
1 2 3 4 5
D
C
B
A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 559 X 864
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4 5
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A
TEXAS REGISTERED ENGINEERING FIRM F-2966
AM
EN
D M
EN
T
#7
O C
T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
10/08/2020
EVAN MIZUE
KHK SMC JDE
D
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B
A
1 2 3 4 5
TI
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AS SHOWN
1607709
N
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TEXAS REGISTERED ENGINEERING FIRM F-2966
D
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B
A
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
AP
SI
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IR
FI
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PM
EN
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PH
AS
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B-101
BO
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IN
G
L O
G S
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
SCALE
BORING LOG - 5C1 N.T.S. SCALE
BORING LOG - 11C2 N.T.S. SCALE
BORING LOG - 12C3 N.T.S. SCALE
BORING LOG - 13C5 N.T.S.
SCALE
BORING LOG - 14A1 N.T.S. SCALE
BORING LOG - 15A2 N.T.S. SCALE
BORING LOG - 16A3 N.T.S. SCALE
BORING LOG - 17A5 N.T.S.
17247488
AM
EN
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EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
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AT
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N
AL
A
IR
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N
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N
, C N
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C R
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AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
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PM
EN
T
PH
AS
E
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
SCALE
BORING LOG - 2C1 N.T.S. SCALE
BORING LOG - 2 - CONTINUEDC2 N.T.S.
SCALE
BORING LOG - 3C3 N.T.S. SCALE
BORING LOG - 4C5 N.T.S.
SCALE
BORING LOG - 6A1 N.T.S.
AM
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B-103
BO
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L O
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JAMES D. EMERSON
62773
10/02/2020
019.1 17247490
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
TI
N
IA
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IN
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R N
AT
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N
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A
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T (T
IQ
TI
N
IA
N
, C N
M I
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D
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C R
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TI
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D
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AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
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IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
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PM
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GC500
17247478
21M (MIN)
M
(M
IN
(M
IN
NTS
SECTION A-A
NTS
PLAN
CRUSHED AGGREGATE
(STONE SIZE RC-40)
GEOTEXTILE
A A
SCALE
STABLIZED CONSTRUCTION ENTRANCEC1 N.T.S.
(M
IN
1.8M
1. SET POSTS AND EXCAVATE A 0.1M X 0.1M
TRENCH UPSLOPE ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO THE POSTS.
3. ATTACH THE FILTER BARRIER FABRIC TO THE
WIRE FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
5. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
12-1/2 GAUGE (MIN)
WIRE
GROUND LINE
NOTES:
1. SILT FENCE MAY BE INSTALLED USING EITHER TRENCH OR SOIL SLICING CONSTRUCTION METHOD.
2. WHEN ASSEMBLING SILT FENCE ON-SITE, COMPACT THE BACKFILL SOIL IMMEDIATELY NEXT TO THE
SILT FENCE GEOTEXTILE. COMPACT THE UPSTREAM SIDE FIRST, AND THEN THE DOWNSTREAM
SIDE. WHEN INSTALLING PRE-ASSEMBLED SILT FENCE, CARE SHALL BE TAKEN TO SUFFICIENTLY COMPACT SOIL ADJACENT TO THE INSTALLED GEOTEXTILE AND POSTS. THE SOIL ADJACENT TO THE BURIED SILT FENCE GEOTEXTILE SHALL BE COMPACTED TO ACHIEVE NO LESS THAN 50% OF
ITS ORIGINAL IN-SITU DENSITY.
FLOW
SECTION A
SECTION B
STAPLE
SPACING
150 (MAX)
SECTION A
SECTION B
STAPLE
POSTSSTAPLE
SCALE
SILT FENCEA1 N.T.S.
SCALE
SILT FENCE SPLICE/TERMINATIONA3 N.T.S.
STEEL OR WOOD
POST-IMBED 0.9M
MESH SPACING
150mm (MAX)
FILTER BARRIER
FABRIC
ER
O
SI
O
N C
O N
TR
O
L D
ET
AI
LS
SCALE
AREA INLET PROTECTIONC3 N.T.S.
GC500
C3-A
GC500
C3-B
SCALE
ROCK CHECK DAMB4 N.T.S.
D
IR
EC
TI
O N
REFER TO GRADING PLAN
LENGTH (M) =
M
IN
1 1
460 (MIN)
150 (MIN)
25 (MIN)
O F
FL
O
W
TO
P
W
ID
TH
M
IN
CUTAWAY TO SHOW
GEOTEXTILE COVERED
FILTER STONE CORE
EARTH EMBANKMENT
FILTER STONE
EMBANKMENT
GEOTEXTILE COVERED
FILTER STONE CORE
GEOTEXTILE COVERED
FILTER STONE CORE
TYPE A DRY RIPRAP
EXISTING GROUND
AM
EN
D
M
EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
OVERALLNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
R1-6 R1-7R1-1 R1-2 R1-3 R1-4 R1-5
SCALE
OVERALL DEMOLITION PLANA1 1:6000
A
AREA OF TREES TO BE CLEARED AND GRUBBED110
ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET SHALL BE PROTECTED IN
PLACE.
FENCE AND CONCRETE MOW STRIP TO BE REMOVED.
FENCE FABRIC AND POSTS TO BE SALVAGED BY THE
CONTRACTOR AND DELIVERED TO DESIGNATED SITE
IDENTIFIED BY CPA ON CPA PROPERTY.
GRAVEL TO BE REMOVED
AREA OF TREES TO BE CLEARED AND GRUBBED
GRAVEL ROADWAYS TO BE REMOVED120
EXISTING CHAIN LINK FENCE TO BE REMOVEDX
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING ASPHALT PAVEMENT TO BE REMOVED115
C CONTRACTOR MAY USE STOCKPILE AREA INDICATED
FOR SPOILS. CONTRACTOR SHALL CLEAR AND GRUB
AREA AND ENSURE SPOILS ARE CLEAN AND PLACED
PER SWPPP.
D DUE TO THE TYPHOON, MOST TREES HAVE BEEN REDUCED
TO THE MAIN TRUNK AND A FEW BRANCHES. TRUNK SIZES
ON AVERAGE RANGE FROM 150MM DIAMETER TO 600MM
DIAMETER AND BETWEEN 6M TO 12M TALL.
INTERMITTENTLY, LARGER FALLEN TREES ROUGHLY
1200MM DIAMETER AND 18M TALL WERE OBSERVED, BUT
INFREQUENTLY.
CD100
O
VE
R
AL
L D
EM
O
LI
TI
O N
P
LA
N
17247492
SOIL STOCKPILE AREA
AM
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J
U
LY
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T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
SCALE
DEMOLITION PLANA1 1:4000
A
AREA OF TREES TO BE CLEARED AND GRUBBED110
ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET SHALL BE PROTECTED
IN PLACE.
FENCE AND CONCRETE MOW STRIP TO BE REMOVED.
FENCE FABRIC AND POSTS TO BE SALVAGED BY THE
CONTRACTOR AND DELIVERED TO DESIGNATED SITE
IDENTIFIED BY CPA ON CPA PROPERTY.
GRAVEL TO BE REMOVED
AREA OF TREES TO BE CLEARED AND GRUBBED
GRAVEL ROADWAYS TO BE REMOVED120
EXISTING CHAIN LINK FENCE TO BE REMOVEDX
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE
OF WORK. DEMOLISH EXISTING CONDITIONS BASED
ON THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
EXISTING ASPHALT PAVEMENT TO BE REMOVED115
EXISTING ASPHALT PAVEMENT TO BE REMOVED
CD101
D
EM
O
LI
TI
O
N P
LA
N
17247493
AM
EN
D
M
EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
SCALE
DEMOLITION PLANA1 1:4000
A
AREA OF TREES TO BE CLEARED AND GRUBBED110
ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET SHALL BE PROTECTED IN
PLACE.
FENCE TO BE REMOVED. FENCE FABRIC AND POSTS TO
BE SALVAGED BY THE CONTRACTOR AND DELIVERED
TO DESIGNATED SITE IDENTIFIED BY CPA ON CPA
PROPERTY.
AREA OF TREES TO BE CLEARED AND GRUBBED
EXISTING CHAIN LINK FENCE TO BE REMOVEDX
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
EXISTING ASPHALT PAVEMENT TO BE REMOVED
REMOVE AND SALVAGE BARRICADE116
EXISTING ASPHALT PAVEMENT TO BE REMOVED115
GRAVEL TO BE REMOVED
GRAVEL ROADWAYS TO BE REMOVED120
SAWCUT EXISTING PAVEMENT112
REMOVE HEADWALL121
REMOVE STORM PIPE122
CD102
D
EM
O
LI
TI
O
N P
LA
N
17247494
AM
EN
D
M
EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
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AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
AREA R1-4
R1-4R1-1 R1-2 R1-3 R1-4 R1-5 R1-6 R1-7
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
O
PM
EN
T
PH
AS
E
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS. CU101
U
TI
LI
TY
P
LA
N
AR
EA
R 1-
SCALE
UTILITY PLAN - AREA R1-4C1 1:400
RW
A
WATER LINE
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
RW
LEGEND
UTILITY PLAN GENERAL NOTES
ES EXISTING ELECTRICAL SECONDARY LINE
ES
E
EXISTING WATER LINE
ELECTRICAL SECONDARY LINE
ELECTRICAL LINE
C EXISTING COMM LINE
CHAIN LINK FENCE, RE: CS501 AND CS502200
KEYNOTES
DOUBLE SWING GATE, RE: C2/CS502204
220 GRAVEL ROAD, RE: A1/CS500
223 WATER WELL ELECTRICAL CONTROLS PAD, RE: SS521
224 WATER WELL PAD, RE: A4/CS500
225 ELECTRICAL EQUIPMENT ENCLOSURE, RE: SS520
WELL NO.1
WELL NO. 2
CONNECT
TO EXIST.
VERTICAL SCALE
HORIZONTAL SCALE
WATERLINE PROFILE, WL01B1
1:100 1:400
EXISTING SURFACE
SCALE
WELL NO. 2 - SITE PLANA2 1:200
225 17247541
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O
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GROUND LINE
2.
AP
PR
O
X. LOCK AND CHAIN
SCALE
POST INDICATOR VAVLEA1 1:200
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
R1-7
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
KEY PLAN
AREA R1-7AREA R1-8
R1-1 R1-2 R1-3 R1-4 R1-5 R1-6 R1-7
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
O
PM
EN
T
PH
AS
E
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS. CP104
AC
C
ES
S
R O
AD
S
IG
N
AG
E
AN
D
P
AV
EM
EN
T M
AR
KI
N G
P
LA
N
SCALE
ACCESS ROAD SIGNAGE AND PAVEMENT MARKING - AREA R1-7 - STA 1+325 TO STA 1+550C1 1:400
SCALE
ACCESS ROAD SIGNAGE AND PAVEMENT MARKING - AREA R1-8 - STA 1+550 TO STA 1+775A1 1:400
LEGEND
KEYNOTES
246 ROADWAY EDGE LINE STRIPING, RE: D2/CP500
ROADWAY BROKEN CENTERLINE STRIPING, RE: C1/CP500245
ASPHALT PAVEMENT
ROADWAY SINGLE CENTERLINE STRIPING, RE: C4/CP500250
ROADWAY DOUBLE CENTERLINE STRIPING, RE: B4/CP500251
LIGHT POLES, REFER TO ELECTRICAL PLANS
WARNING CURVE SIGN W1-2, RE: A1/CP500261
SIGNAGE AND PAVEMENT GENERAL NOTES
A REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
B REFER TO SHEET CP500 FOR SIGNAGE AND PAVEMENT
MARKING DETAILS.
246 245
246 245
AREA R1-7 & R1-8
BEGIN SOLID
YELLOW RIGHT
STA 1+500.00
BEGIN SOLID
YELLOW LEFT
STA 1+525.00
NORTH
NORTH
END SOLID
YELLOW RIGHT
STA 1+625.00
END SOLID
YELLOW LEFT
STA 1+650.00
SIGN W1-2
STA 1+617.89
17247539
AM
EN
D
M
EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
1+975 2+000 2+025 2+050 2+057
AREA R5-12
AR
EA
R 1-
AR
EA
R 1-
AREA R1-10AR
EA
R 1-
ACCESS ROAD
BR
O
AD
W
AY
A
VE
N
U E
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
KHK SMC JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
KEY PLAN
AREA R1-9
R 1-9
R1-1 R1-2 R1-3 R1-4 R1-5 R1-6 R1-7
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
O
PM
EN
T
PH
AS
E
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
AREA R1-10
CP105
AC
C
ES
S
R O
AD
S
IG
N
AG
E
AN
D
P
AV
EM
EN
T M
AR
KI
N G
P
LA
N
SCALE
ACCESS ROAD SIGNAGE AND PAVEMENT MARKING - AREA R1-9 - STA 1+775 TO STA 1+975C1 1:400
SCALE
ACCESS ROAD SIGNAGE AND PAVEMENT MARKING - AREA R1-10 - STA 1+975 TO STA 2+057A1 1:400
LEGEND
KEYNOTES
246 ROADWAY EDGE LINE STRIPING, RE: D2/CP500
ROADWAY BROKEN CENTERLINE STRIPING, RE: C1/CP500245
STOP BAR STRIPING, RE: C3/CP500247
STOP SIGN, RE: A1/CP500248
ASPHALT PAVEMENT
249 ROADWAY YELLOW EDGE LINE STRIPING, RE: D4/CP500
258 ONE WAY SIGN, RE: A1/CP500
ROADWAY SINGLE CENTERLINE STRIPING, RE: C4/CP500250
ROADWAY DOUBLE CENTERLINE STRIPING, RE: B4/CP500251
ROADWAY YELLOW DOTTED STRIPING, RE: A4/CP500256
MILL AND RESURFACE PAVEMENT
LIGHT POLES, REFER TO ELECTRICAL PLANS
WARNING CURVE SIGN W1-2, RE: A1/CP500261
SIGNAGE AND PAVEMENT GENERAL NOTES
A REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
B REFER TO SHEET CP500 FOR SIGNAGE AND PAVEMENT
MARKING DETAILS.
AREA R1-9 & R1-10
BEGIN SOLID
YELLOW LEFT
STA 1+900.00
BEGIN SOLID
YELLOW RIGHT
STA 1+850.00
END SOLID
YELLOW LEFT
STA 1+975.00
END SOLID
YELLOW LEFT
STA 2+017.047
NORTH
NORTH
SIGN R6-1L
STA 2+020.63
SIGN R1-1
STA 2+020.63
STA 2+021
SIGN W1-2
STA 1+899.23
SIGN W1-2
STA 1+968.16
17247540
AM
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O
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JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D-802
IN
ST
R U
M
EN
T
LI
ST
A
N D
D
EF
IN
IT
IO
N
S
DEFINITIONS / EXPLANATORY NOTES
INDEX NO. SEQUENTIAL NUMBER FOR EASY REFERENCE
SYSTEM PER P&ID NOTES & LEGEND SHEET
FUNCTION PER ISA 5.1 TABLE ON PP-P-001
NUMBER PER P&IDS
SUFFIX PER ISA 5.1 FOR MULTIPLE INSTRUMENTS MEASURING THE SAME PROCESS
VARIABLE
AI ANALOG INPUT (WITH RESPECT TO THE PLANT CONTROL SYSTEM)
AO ANALOG OUTPUT (WITH RESPECT TO THE PCS)
DI DIGITAL (DISCRETE) INPUT (WITH RESPECT TO THE PCS)
DO DIGITAL (DISCRETE) OUTPUT (WITH RESPECT TO THE PCS)
RTD RESISTANCE TEMPERATURE DETECTOR (IF WIRED DIRECTLY TO THE PCS I/O
MODULE, OTHERWISE IT IS AN AI VIA TRANSMITTER)
VIRTUAL
CALCULATED DATA POINT (E.G., 2 PRESSURE INPUTS USED TO DETERMINE DELTA
PRESSURE; OR SOFTWARE DERIVED ALARM OR ACTION POINTS)
SERIAL DATA LINK
COMMUNICATIONS LINK FROM 3RD PARTY SKID (E.G., TURBINE CONTROL PANEL,
BURNER MANAGEMENT SYSTEM, OR WATER TREATMENT SKID)
NOTES SUPPLEMENTARY INFORMATION
PROJECT: Tinian Island Airfield Water System / P-9021 Well No. 2
INSTRUMENT LIST
INDEX
NO. SYS FUNC NO. SFX INSTRUMENT
DESCRIPTION INSTRUMENT TYPE SERVICE/APPLICATION PROCESS
RANGE
ALARM
SETPOINT
OUTPUT
SIGNAL I/O TYPE P&ID
NO.
DESIGN
PRESSURE
(KPA)
DESIGN
TEMPERATURE
(DEG. C)
DESIGN
FLOW
(L/SEC)
MFR
MODEL
(*) NOTES
1.000 RW LE 0200 LEVEL ELEMENT HYDROSTATIC LEVEL WELL NO 2 LEVEL 0-14 M EL 92 M – – D-702 120.000 21 - 30 -
2.000 RW LIT 0200 LEVEL INDICATING
TRANSMITTER ELECTRONIC WELL NO 2 LEVEL 0-14 M EL 92 M 4-20MA AI D-702 120.000 21 - 30 -
3.000 RW PI 0200 PRESSURE GAUGE BOURDON TUBE RAW WATER PUMP WELL NO 2
DISCHARGE PRESSURE 0-1370 KPA - LOCAL
INDICATION LOCAL D-702 1370.000 21 - 30 7.600
1 2 3 4 5
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
PROJECT: Tinian Island Airfield Water System / P-9021 Well No. 2
INPUT / OUTPUT LIST
Index No. Sys Func No. Sfx Description P&ID No. Panel AI AO DI DO RTD Virtual Notes
1.000 RW YC 200 RAW WATER PUMP WELL NO 2 START/STOP D-702 RIO-0002 1
2.000 RW YI 200 B RAW WATER PUMP WELL NO 2 RUN STATUS D-702 RIO-0002 1
3.000 RW YI 200 A RAW WATER PUMP WELL NO 2 HOA IN AUTO D-702 RIO-0002 1
4.000 RW LI 200 WELL NO 2 WATER LEVEL D-702 RIO-0002 1
Total I/O 1 0 2 1 0 0 4
AM
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TEXAS REGISTERED ENGINEERING FIRM F-2966
THE SEAL ABOVE COVERS THE
CHANGES ON THIS DRAWING
ASSOCIATED WITH DELTA 1
AMENDMENT #7
JAMES D. EMERSON
62773
10/02/2020
O
M
IC
H
EA L O. T
NI
B
O
0057076
05/21/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
EL
EV
AT
IO
N
IN
M
ET
ER
S
EL
EV
AT
IO
N
IN
M
ET
ER
S
STATION
SD03
0+000 0+025 0+050 0+075 0+100
STRUCTURE TABLE
DESCRIPTION
STA 0+068.59 "SD03"
OUTFALL STRUCTURE
RE: CG503
N: 1658788.130 E: 350250.408
STA 0+052.89 "SD03"
HEADWALL
RE: A2/CG501
N: 1658784.912 E: 350235.050
16M 900 RCP @ -0.75%
O U
T
.2
IN
6.
ST
A
0+
2.
S D
H
EA
D
W
AL
L R
E:
A
2/ C
G
ST
A
0+
8.
S D
O
U
TF
AL
L
ST
R
U C
TU
R
E R
E:
C
G
KHK SMC JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
O
PM
EN
T
PH
AS
E
NOTE:
UNLESS OTHERWISE STATED, ALL
DIMENSIONS ARE IN MILLIMETERS. CG503
G R
AD
IN
G A
N D
D R
AI
N
AG
E
D
ET
AI
LS
M M
R
IP
R
AP
R E:
C 1/
G C
PEAK ROOF TRASH RACK
WITH ACCESS HATCH,
RE: A4/CG502
ISOLATION JOINT
BMP TRASH RACK,
RE: C1/CG502
PEAK ROOF TRASH RACK
WITH ACCESS HATCH. MAXIMUM 76 MM
CLEAR OPENING.
RE: A4/CG502
BMP TRASH RACK,
RE: C1/CG502
FG300 MM DIA. ORIFICE
FG
FG
CONCRETE GROUT FILL AS
NEEDED TO TRANSITION
BETWEEN THE FLOWLINES
FINISHED GRADE
LINE (BEYOND)
RIPRAP
EL. 69.00
EL. 68.00
EL. 68.00
D
D
SECTION D-D
SECTION C-C
CC
M M
R C
P
NOTES:
1. TRASH RACKS SHALL BE CONSTRUCTED OF GALVANIZED STEEL.
RE: C2/CG503
RE:C4/CG503
M M
SCALE
OUTFALL CONTROL STRUCTURE - SECTION VIEWC2 NTSSCALE
OUTFALL CONTROL STRUCTURE - PLAN VIEWC1 NTS SCALE
OUTFALL CONTROL STRUCTURE - PROFILE VIEWC4 NTS
STORMWATER BASIN BOTTOM EL. 67.00
EXISTING GRADE
FINISH GRADE
69.00
RIP-RAP
17247548
EL 66.20
CATCH BASIN
RE: B4/CG500
CATCH BASIN
RE: B4/CG500 CONCRETE GROUT FILL AS
NEEDED TO TRANSITION
BETWEEN THE FLOWLINES
AM
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O
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JAMES D. EMERSON
62773
10/02/2020
1524 MM
1524 MM
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
CP500
SI
G
N
AG
E
AN
D P
AV
EM
EN
T
M
AR
KI
N
G D
ET
AI
LS
NOTE:
UNLESS OTHERWISE STATED, ALL
DIMENSIONS ARE IN MILLIMETERS.
STOP SIGN DETAIL
SCALE
SIGN POST AND SIGN DETAILA1 N.T.S.
SCALE
MEDIAN CROSS-OVERD1 N.T.S.
SCALE
ROADWAY EDGE LINE STRIPING DETAILD2 N.T.S.
(T
YP
) REFLECTIVE
WHITE TRAFFIC
THERMOPLASTIC
BACK OF
CURB
EDGE OF
DRIVEWAY
STOP BAR
T O
STOP SIGN
VARIES
NOTE:
1. IF NO CROSSWALK IS PRESENT AT STOP BAR LOCATION
THEN THE STOP BAR SHALL BE PLACED 3600mm FROM
EDGE OF DRIVEWAY.
RETRO REFLECTIVE
WHITE STRIPE
SCALE
STOP BAR DETAILC3 N.T.S.
EDGE OF
PAVEMENT
DIA.
2 6 GALVANIZED STEEL
SQUARE TUBING
WITH 7/16 HOLES
SPACED AT 25 O.C.
51 SQUARE GALVANIZED
STEEL TUBING WITH 7/16
HOLES SPACED AT 25 O.C.
SIGN GENERAL NOTES:
1. SIGN DETAILS SHALL CONFORM TO THE LATEST
EDITIONS OF FHWA PUBLICATIONS "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS", "STANDARD
ALPHABETS FOR HIGHWAY SIGNS", AND AS
AMENDED.
2. SIGN SHALL BE HIGH INTENSITY REFLECTIVE
SHEETING UNLESS OTHERWISE SPECIFIED.
3. SIGN SHALL HAVE 3/8" BOLT HOLES DRILLED AT
APPROXIMATE LOCATIONS.
4. SIGN LETTERING SHALL BE UPPER CASE.
5. SIGN BACKGROUND SHALL BE WHITE.
6. PAINT BACK OF SIGN WHITE.
7. REFLECTORIZED SIGNS SHALL BE MADE OF
ALUMINUM ATTACHED TO STEEL POST (NO HOLES
AND CAPPED AT TOP OF POST) WITH STAINLESS
STEEL BOLTS.
SIGN VARIES PER PLAN.
SEE DETAILS TO THE RIGHT
FOR SPECIFIC SIGN
8 DIA. MACHINE
BOLTS BOTH WAYS
SLOPE TO DRAIN
FINISH GRADE
SECTION VIEW
16Ø X127 LONG BOLT
CONCRETE FOOTING
CROSSWALK
RETRO REFLECTIVE YELLOW
PAVEMENT MARKING
9000 9000 3000
GEOMETRIC ROADWAY
CENTERLINE
SCALE
ROADWAY BROKEN CENTER LINE STRIPING DETAILC1 N.T.S.
SCALE
ROADWAY EDGE LINE STRIPING DETAILD4 N.T.S.
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
SCALE
ROADWAY SINGLE CENTERLINE STRIPING DETAILC4 N.T.S.
RETRO REFLECTIVE
YELLOW STRIPEGEOMETRIC
ROADWAY
CENTERLINE
SCALE
ROADWAY DOUBLE CENTERLINE STRIPING DETAILB4 N.T.S.
RETRO REFLECTIVE
YELLOW STRIPEGEOMETRIC
ROADWAY
CENTERLINE
50 100
RETRO REFLECTIVE
YELLOW STRIPE
L
C LINE
0 36
CROSSLINES
WHITE STRIPE
CROSSWALK
WHITE STRIPE
SCALE
CROSSWALK STRIPING DETAILA4 N.T.S.
R1-1 762MMx762MM
ONE WAY SIGN DETAILS
R6-1R 914MMx305MM
EDGE OF PAVEMENT
100 WHITE, RE: D2/CP500
100 YELLOW, RE: D4/CP500100 YELLOW DOTTED
(1.8M-3M)
1.8M-3M EXTENSION (TYP)
EDGE OF PAVEMENT
MEDIAN
CENTERLINE
PAVEMENT MARKINGS FOR
RETRO REFLECTIVE
YELLOW STRIPE
DIRECTION OF
TRAVEL
DIRECTION OF
TRAVEL
DIRECTION OF
TRAVEL
DIRECTION OF
TRAVEL 100 WHITE, RE: D2/CP500
GEOMETRIC ROADWAY
CENTERLINE
LEFT CURVE SIGN DETAIL
W1-2 610MMx610MM
RIGHT CURVE SIGN DETAIL
W1-2 610MMx610MM
AM
EN
D
M
EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607704
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
KEY PLAN
NORTH
FY
M C
AF
P
-9
AP
SI
P
AR
KI
N
G A
PR
O
N
UTILITY PLAN GENERAL NOTES
A
B REFER TO ELECTRICAL PLAN SHEETS FOR ELECTRIC,
COMMUNICATION, AND FIBER OPTIC LOCATIONS.
REFER TO SHEETS CU500 - CU501 FOR UTILITY DETAILS.
C REFER TO UTILITY PLANS, CU100-CU103 SERIES, FOR
UTILITY DESIGN.
D VERTICAL TIEDOWNS ARE REQUIRED AT ALL VERTICAL
BENDS.
CU201
EXISTING SURFACE
NEW SURFACE
EXISTING SURFACE
NEW SURFACE
EXISTING SURFACE
NEW SURFACE
VERTICAL SCALE
HORIZONTAL SCALE
300MMØ RAW WATER LINE PROFILE WL1 STA -0+020 TO STA 0+200C1
1:100
1:400
VERTICAL SCALE
HORIZONTAL SCALE
300MMØ RAW WATER LINE PROFILE WL1 STA 0+200 TO STA 0+420B1
1:100
1:400
VERTICAL SCALE
HORIZONTAL SCALE
300MMØ RAW WATER LINE PROFILE WL1 STA 0+420 TO STA 0+540A1
1:100
1:400
R
AW
W
AT
ER
L
IN
E
PR
O
FI
LE
17247715
AM
EN
D
M
EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
KY
K. YOSHIMOTO
JC
CN
Mark Petersen Dated: 26 May 2020
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607704
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
FY
M C
AF
P
-9
AP
SI
P
AR
KI
N
G A
PR
O
N
CU500
U
TI
LI
TY
D
ET
AI
LS
ADJUSTABLE VALVE
BOX
C CROSS
OR TEE
L
VARIABLE
VA
R
IE
S
GROUND
NOTE
1. SLOPE CONCRETE COLLAR AWAY FROM HYDRANT
2. FOR REDUCED HEIGHT FIRE HYDRANT ASSEMBLY, MAX HEIGHT IS 762mm, BUT
CANNOT BE MORE THAN 609mm ABOVE AIRFIELD PAVEMENT
NTS
M
IN
D
EP
TH
(MECH JOINT TYPE)
OUTLETS
63 (2 EA) FIRE HOSE
WORD,"WATER"ON CI
NEW 150 GATE VALVE
LOCKED TYPE COVER
CONC COLLAR
CONC SUPPORT
150 MECH JOINT INLET)
(DRY BARREL TYPE WITH
NEW FIRE HYDRANT
2.85M
CONNECTION FACING AIRFIELD
100 (1 EA) PUMPER
CRUSHER-RUN
FILL
22522575
600 x 600
(21MPa)
(21MPa)CONC.
COLLARFINISHED
GRADE
ELEVATION
CONCRETE
ANCHOR BLOCK
(21MPa)
NEW 150 PVC
NEW VALVE BOX
NEW 150 PVC
27.9M MIN TO CENTERLINE OF TAXIWAY
45.7M MAX TO CENTERLINE OF TAXIWAY
AIRFIELD
SHOULDER
SCALE
AIRSIDE REDUCED FIRE HYDRANT W/ GATE VALVE DETAILA2 N.T.S.
SCALE
TYPICAL VALVE SETTINGA4 N.T.S.
NOTE:
UNLESS OTHERWISE STATED, ALL
DIMENSIONS ARE IN MILLIMETERS.
NOTES:
1. PROVIDE SHEETING CAGE OR BOX FOR TRENCH TO COMPLY WITH SAFETY REQUIREMENTS.
2. STAINLESS STEEL BAND CASING SPACERS ABS MODEL SSI 304 WITH RUNNERS, CENTER-RESTRAINED, OR APPROVED EQUAL.
3. STANDARD PULL-ON PSI MODEL S OR C END SEAL AS REQUIRED ON EACH END, OR APPROVED EQUAL.
4. IF MORE THAN ONE WATER PIPE JOINT IS INSIDE THE CARRIER PIPE, THE JOINTS SHALL BE RESTRAINED.
5. CARRIER PIPE TO BE STEEL IN CONFORMANCE WITH ASTM A13, GRADE E, REFER TO SPECIFICATION SECTION 33 11 00
MAGNETIC LOCATING TAPE
WATER
PIPE
PIPE ZONE WITH 19 MINUS GRAVEL BEDDING
COMPACTED TO 96% MINIMUM RELATIVE DENSITY
(M
IN
50 MINUS
GRAVEL BEDDING
ENGINEERING FILTER
FABRIC
1.
M (M
IN
50 CLEARANCE
BETWEEN
SPACE
SPACER AND
WALL OF
CARRIER PIPE
SPACER
CARRIER PIPE
AI
R
FI
EL
D C
O N
C R
ET
E
SE
C
TI
O
N
R E:
D 4/
C S5
SCALE
CARRIER PIPE DETAILC3 N.T.S.
S O
LOCK AND CHAIN
GROUND LINE
2.
AP
PR
O
X.
SCALE
POST INDICATOR VALVE A1 N.T.S.
12mm BARS @ 200 O.C.
12mm
BARS
(M
IN
(MIN)
SCALE
AIR RELEASE VALVEC1 N.T.S.
17247727
KEEP CONCRETE CLEAR
OF JOINTS AND BOLTS
FORM AS NECESSARY
20MPa CONCRETE
D16 BARS BOTH
WAYS 150 C-C
3- D16 BAR
STEEL STRAPS
BENDS 22 1/2 11 1/44590
A B C
M M M
1.53 .61 1.00 1.00
.62
1.53
*VOL. REQ'D. 1.45 .61
2.01 .72
2.01
2.91
2.12 .81
2.12
3.64M3
*VOLUME CALCULATED ON THE BASIS OF CONCRETE
REACTING THRUST ON THE RESPECTIVE BENDS UNDER AN
INTERNAL PRESSURE OF 1034 kPA AT THE RATE OF 68 KGS.
PER M^3 OF CONCRETE
PI
PE
N O
R M
AL
D
IA
.(m m
SCALE
VERTICAL TIE-DOWN BLOCK DETAILC4 N.T.S.
AM
EN
D
M
EN
T #7
O
C T.
JAMES D. EMERSON
62773
10/02/2020
KY
K. YOSHIMOTO
JC
CN
Mark Petersen Dated: 26 May 2020
| G-002 - SHEET INDEX |
| B-101 - BORING LOGS |
| B-103 - BORING LOGS |
| GC500 - EROSION CONTROL DETAILS |
| CD100 - OVERALL DEMOLITION PLAN |
| CD101 - DEMOLITION PLAN |
| CD102 - DEMOLITION PLAN |
| CU101 - UTILITY PLAN - AREA R1-4 |
| CP104 - ACCESS ROAD SIGNAGE AND PAVEMENT MARKING PLAN |
| CP105 - ACCESS ROAD SIGNAGE AND PAVEMENT MARKING PLAN |
| D-802 - INSTRUMENT LIST AND DEFINITIONS |
| CG503 - GRADING AND DRAINAGE DETAILS |
| CP500 - SIGNAGE AND PAVEMENT MARKING DETAILS |
| CU201 - RAW WATER LINE PROFILE |
| CU500 - UTILITY DETAILS |
File details come from the government source that posted it. Updated .