Amendment 0004 - P1043 Amend 0003_Drawings_DP111.pdf
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- Solicitation number
- N4008521R0052
About this file
This solicitation requests proposals for a design-build water treatment plant replacement project at Marine Corps Base Camp Lejeune in North Carolina. The project scope includes constructing an 8 million gallon per day membrane filtration water treatment facility to comply with current and future drinking water regulations and address potential saltwater intrusion issues. The selected contractor will be responsible for adequate and environmentally-compliant potable water supply to meet domestic, industrial, and fire protection needs at Camp Lejeune. The solicitation is issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy. Interested offerors should monitor the Federal Business Opportunities website for additional documents or amendments related to the requirement.
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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796455
License Number F-0699 Tel: 919-875-4311
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
2824203216
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SCALE: 1"=10'
N
PARTIAL SITE PLAN - SECTION 111
10' 20'0
M A
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H L
IN
E S
E E D
W G D
P
KEY MAP
DP101 DP102
DP104DP103
DP105 DP106
DP108DP107
DP109 DP110 DP111
GENERAL SHEET NOTES
SHEET KEYNOTES
1A4
D-804
BOP 13.00
E 2500479.46
N 350226.78
RESTRAINED
24" MJ TEE
A1
D-806
A2
D-806
A1
D-806
A2
D-806
BOP 16.67
E 2500445.78
N 350213.44
24" 45° ELBOW
BOP 13.00
E 2500451.00
N 350215.49
24" 45° ELBOW
A4
D-804
D-804
A4
13+2513+0012+5012+2512+0011+75 12+75
EXST GRADE
FRONT OF WORK SHAFT
GREENWAY TRAIL AND
BETWEEN EDGE OF
4-FEET SEPARATION
MAINTAIN MINIMUM OF
13+50 13+75
CL HOLCOMB BLVD
PAVEMENT
EDGE OF EXST
WORK SHAFT
PAVEMENT AND FRONT OF
BETWEEN EDGE OF
4-FEET SEPARATION
MAINTAIN MINIMUM OF
PROFILE
PAVEMENT
EDGE OF EXST
FRONT OF WORK SHAFT
OF GREENWAY TRAIL AND
SEPARATION BETWEEN EDGE
MAINTAIN MINIMUM OF 4-FEET
OF WORK SHAFT
PAVEMENT AND FRONT
BETWEEN EDGE OF
4-FEET SEPARATION
MAINTAIN MINIMUM OF
A1
D-808
AND DIMENSION
DETERMINE THE ACTUAL SHAPE
FOOTPRINT. CONTRACTOR TO
PROPOSED WORK SHAFT
SCALE: 1"=10' HORIZ; 1"=10' VERT
EXST SD
BOP 17.74
E 2500486.48
N 350209.07
24" 45° ELBOW
BOP 13.00
E 2500484.41
N 350214.28
24" 45° ELBOW
BOP 13.00
E 2500474.18
N 350239.84
24" 45° ELBOW
BOP 17.74
E 2500472.40
N 350244.48
24" 45° ELBOW
BOP 19.70
E 2500535.00
N 350260.55
RESTRAINED
24"x20" MJ TEE
BOP 19.70
E 2500519.57
N 350254.43
20" 45° ELBOW
BOP 16.67
E 2500516.39
N 350253.17
20" 45° ELBOW
20" FW
FOR PIPE ABBREVIATIONS.
SEE FLOW STREAM IDENTIFICATION ON G-02110.
ALL PIPE JOINTS SHALL BE RESTRAINED.9.
VALVES.
PROPOSED UTILITY INTERRUPTION OR NECESSARY OPERATION OF
EXCEED 48 HOURS. PROVIDE A MINIMUM OF 21 DAYS NOTICE OF
SERVICE INTERRUPTION IS NECESSARY, THE INTERRUPTION SHALL NOT
SERVICE, OPERATION OF VALVES, HYDRANTS, OR LINE CUT-INS. IF
CONTACT THE GOVERNMENT TO COORDINATE INTERRUPTION OF8.
EXISTING VALVES AND HYDRANTS.
THE GOVERNMENT SHALL BE THE SOLE OPERATOR OF ALL 7.
NOT BE USED UNLESS SPECIFICALLY INDICATED IN THE DRAWINGS.
MECHANICALLY RESTRAINED JOINTS. CONCRETE THRUST BLOCKS SHALL
THRUST RESTRAINT SHALL BE ACCOMPLISHED USING PROPRIETARY6.
BE CONSIDERED AS A DEAD-END.
DRAWINGS. FOR THE PURPOSES OF THRUST RESTRAINT, A VALVE SHALL
DIRECTIONAL CHANGES, DEAD-ENDS, AND AS INDICATED ON THE
WATER MAIN SHALL BE PROVIDED WITH THRUST RESTRAINT AT ALL5.
ON THE PLANS.
PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN
CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE
AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT
THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE LINE
CABLES COULD CONFLICT WITH THE NEW CONSTRUCTION AS SHOWN.
WHICH ARE NOT SHOWN ON THE PLANS. UNDERGROUND UTILITIES AND
THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED
OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
AND INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY
TAKEN FROM A COMBINATION OF SUBSURFACE UTILITY INVESTIGATION,
THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN4.
UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.
CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION OF ALL3.
REQUIREMENTS. SEE DRAWING CT-101 FOR TRAFFIC CONTROL PLAN.
SIGNING AND FLAGGED TECHNIQUES IN ACCORDANCE WITH NCDOT
ALL TIMES. LANE CLOSURES SHALL BE PERFORMED USING PROPER
TWO-WAY TRAFFIC SHALL BE MAINTAINED ON HOLCOMB BOULEVARD AT2.
HIGHWAY RIGHTS OF WAY.
POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON
STRUCTURES, NCDOT ROADWAY STANDARD DRAWINGS, AND NCDOT
CURRENT NCDOT STANDARD SPECFICIATIONS OF ROADS AND
PROVIDE TRAFFIC CONTROL AND SIGNAGE IN ACCORDANCE WITH THE 1.
WORK SHAFT
2-FEET INTO
MINIMUM OF
CASING A
EXTEND STEEL
OPEN CUT METHOD
STEEL CASING. INSTALL USING
74 LF OF 42-INCH DIAMETER
PAVEMENT
EDGE OF EXST
TO AVOID A UTILITY STRIKE
MONITOR DURING INSTALLATION
PRIOR TO START OF WORK.
POTHOLE EXST UTILITIES
OPEN CUT METHOD
STEEL CASING. INSTALL USING
74 LF OF 42-INCH DIAMETER
24" RW MAIN
EXISTING C-900
24" RW
TYP OF 2
24"-V135
24" FW MAIN
EXISTING DIP
AND DIMENSION
ACTUAL SHAPE
DETERMINE THE
CONTRACTOR TO
SHAFT FOOTPRINT.
PROPOSED WORK
20"-V135
18" RW
EXST
ROUTE INFO
ABOVE FOR RE-
MAIN SEE PLAN
RELOCATED 24" RW
EXST 24" RW
SHAPE AND DIMENSION, TYP
DETERMINE THE ACTUAL
CONTRACTOR TO
PROPOSED WORK SHAFT
EXCAVATION SUPPORT
AS NECESSARY TO INSTALL
RELOCATE EXST UTILITIES
INLET H19
SD
INLET H18
INLET H19
INLET H18
24" FW MAIN
EXST
TYP OF 3
24"-V135
73'-1 1/2 "
3'-0"
A1
D-808
PAVEMENT
3-FEET BEYOND EDGE OF
EXTEND STEEL CASING
GREENWAY TRAIL
EDGE OF EXST
DUCTBANK
ELECTRICAL
DUCTBANK
ELECTRICAL
SLOPE DN
20" FW
SLOPE DN
24" RW
BOP 16.67
E 2500442.05
N 350223.65
20" MJ BELL
SLOPE DN
20" FW3
EMJS BC
DP111
-D
P .d g n
218 704
P A
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IP
IN
AS NOTED
EJA
GFS
12771853
ALG
1 1
HDPE CLDI
WEDGE-TYPE MECHANICAL JOINT RESTRAINT, TYP.6.
DOUBLE-ENDED THREADED ROD.
IRON RESTRAINT RINGS, WEDGE-TYPE ACHORS, AND STEEL
REQUIRED. COUPLING SHALL HAVE CARBON STEEL BODY WITH DUCTILE
RESTRAINED COUPLING WITH PE X PE DUCTILE IRON SPOOL, LENGTH AS 5.
PIPING, SIZE COUPLING ACCORDINGLY.
FILED VERIFY THICKNESS AND DIMENSIONS IF EXISTING C900 PVC
WEDGE-TYPE ANCHORS, AND STEEL DOUBLE-ENDED THREADED ROD.
HAVE CARBON STEEL BODY WITH DUCTILE IRON RESTRAINT RINGS,
PE DUCTILE IRON SPOOL, LENGTH AS REQUIRED. COUPLING SHALL PE X
RESTRAINED C900 PVC TO DUCTILE IRON TRANSITION COUPLING WITH 4.
TO NEXT TRANSITION POINT.
DEFLECT PIPE AS REQUIRED AND SLOPE CONTINUOSLY3.
INCHES.
GRADE B, AND SHALL HAVE A MINIMUM WALL THICKNESS OF 0.50
36,000 PSI, IN ACCORDANCE WITH THE REQUIREMENTS OS ASTM A139,
CASING SHALL BE CARBON STEEL WITH A MINIMUM YIELD STRENGTH OF 2.
DOWNSTREAM OF THE TIE IN POINTS.
RESTRAIN ALL JOINTS ON THE EXISTING PIPE 30 FEET UPSTREAM AND 1.
J S
R E
V
IS
E D P
E R A
D D
E D
N D
U M
/2
/2
20"-V135
5 1
L
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
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DP111 - MECHANICAL YARD PIPING PARTIAL SITE PLAN
| 2021-06-29T09:19:05-0400 | |
| Jarrett Selig |
File details come from the government source that posted it. Updated .