20R1313-AMD8 Dwgs.pdf
PDF 553 KB Posted
- Solicitation number
- N6274220R1313
About this file
This document includes construction drawings and specifications for a federal contract opportunity to develop an airfield and parking apron at Tinian International Airport in the Commonwealth of the Northern Mariana Islands. The scope of work involves extensive earthwork, demolition of World War II-era pavements, construction of infrastructure including a road, security fencing, drainage, electrical and water utilities to develop a site for Air Force access. Additional work includes building a water well, munitions remediation, and an optional aircraft parking apron sized for 12 KC-135/KC-46A aircraft with hydrant piping and taxiways meeting DoD standards. The Naval Facilities Engineering Command is the contracting agency. The solicitation number is N6274220R1313 and responses are due in accordance with the stated solicitation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 20R1313-Note9.pdf | ||
| 20R1313-AMD10.pdf | ||
| 20R1313-AMD3 Dwgs.pdf | ||
| 20R1313-AMD7 Dwgs.pdf | ||
| 20R1313-AMD2 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 |
Show all 29
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Text version
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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
D
C
B
A
TEXAS REGISTERED ENGINEERING FIRM F-2966
JAMES D. EMERSON
62773
10/02/202012/17/2020
125002
A M
EN
D
M
EN
T #8
EC
EN
D
M
EN
#7
O
C T.
Mark Petersen Dated: 26 May 2020
RM
KY
K. YOSHIMOTO
JC
12/18/2020
EVAN MIZUE
KHK SMC JDE
1 2 3 4 5
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
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
JAMES D. EMERSON
62773
10/02/202012/17/2020
17247556
R6-1L 914MMx305MM
EN
D
M
EN
#8
EC
EN
D
M
EN
#7
O
C T.
RM
KY
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
12/18/2020
EVAN MIZUE
| G-002 SHEET INDEX |
| CP500 SIGNAGE AND PAVEMENT MARKING DETAILS |
File details come from the government source that posted it. Updated .