5U6500DWG7of19.pdf
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- P193 CONSTRUCT A WATER TREATMENT PLANT REPLACEMENT FACILITY, MARINE CORPS BASE, CHERRY POINT, NORTH CAROLINA
- Solicitation number
- N4008515R0310
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
ENGINEER-SURVEYOR, LTD.
C. ALLAN BAMFORTH, JR.,
NORFOLK, VIRGINIA
License Number F-0699 27604 Tel: 919-875-4311
Suite 214 Raleigh, NC 3120 Highwoods Blvd, ACCESS RD.
C R
O O
K E
D
R D
R A
N G
E R
D
R A
N G
E R
D
ROOSEVELT BLVD.
DB
1 2
D B
D B
1 2
1 2
1 2
1 2
E X
N
GENERAL SHEET NOTES
SHEET KEYNOTES
WELL 32
NEW
WELL 29
NEW
WELL 40
NEW
F
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A M
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P L
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ES100C
[4"C,3#2 15KV, 1#2G 600V]
A
T F
IS
H P
O N
D R
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M E
A D
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L A
R K R
D
JP
JP JP
JP
JP
JP
JP
JP
JP
JP
JP
OVERHEAD ELECTRIC
X
TYPICAL
A1/E-809A
SEE DETAIL
(EXST)
MH E26
D B
(EXST)
MH F39
(EXST)
MH F41
(EXST)
MH F43
[4"C, FIBER] (EXST)
MH F47
N
ENLARGED PLAN
1"=40'
EXST POWER POLE
CASING
PIPELINE
EXST RW
AS NOTED
0 40 80 120
1"=40'-0"
OVERALL SITE PLAN
1"=500'-0"
0 500 1000 1500
1"=500'
EX
EX
EXST
MH-E24EX
E X
EX
EX
EX
4EX
EX
E X
(EXST)
MH-E1802
DWG ES101A
PLANT, SEE
TREATMENT
WATER
E X
E X
[4"C, FIBER IN INNERDUCT]
[4"C,3#2 15KV,1#2G 600V]
EXEXEX
EXEX
EX
EX
EX
E X
(EXST)
MH F07
(EXST)
MH F09
(EXST)
MH F11
(EXST)
MH F13
(EXST)
MH F15
(EXST)
MH F17 (EXST)
MH-F19
(EXST)
MH-F21
(EXST)
MH-F23
(EXST)
MH-F27
(EXST)
MH F05
(EXST)
MH F03E
X
(EXST)
MH E02
(EXST)
MH E04 E
X
(EXST)
MH E06
E X
(EXST)
MH E08
E X
(EXST)
MH E10
E X
(EXST)
MH E12
(EXST)
MH E1002
(EXST)
MH E1004
(EXST)
MH E1006
(EXST)
MH 1008
(EXST)
MH 1010
(EXST)
HH E2602
(EXST)
WELL 17
EXEX
(EXST)
WELL 16
EX
(EXST)
WELL 24
(EXST)
WELL 23
(EXST)
WELL 21
(EXST)
WELL 20
(EXST)
WELL 27
EX
E X
E
XEX
EX
EX
(EXST)
WELL 25
(EXST)
WELL 26
E X
EX
EX
(EXST)
MH D31
E X
E X
E X
E X
E X
E X
(EXST)
MH D29
(EXST)
MH D27
(EXST)
MH D25
(EXST)
MH D2501
(EXST)
WELL 10
(EXST)
MH C31
(EXST)
WELL 2
HANDHOLE, TYP OF 6
EXST
E
X(EXST)
MH-E22
(EXST)
WELL 11(EXST)
WELL 4
(EXST)
WELL 12
D B
D B
D B
E X
(EXST)
MH C29
DB
TYP
PEDESTAL,
JUNCTION
D B
DB
565 616
12697545
[4"C,FIBER IN INNERDUCT]
[4"C,FIBER IN INNERDUCT]
[4"C,3#2 15KV,1#2G 600V]
TYPICAL
(EXST)
WELL13
DB
DB
DB
15 5
(EXST)
MH 1012
DB
D B
(EXST)
WELL 22
155DB
DB
(EXST)
WELL 1
D B
ROOSEVELT BLVD.
PAVEMENT
EDGE OF10', MIN
SHEET KEYNOTESX
PLAN THIS DWG
ENLARGED
(EXST)
MH-E18
(EXST)
MH-E20
[4"C,3#2,15KV,1#2G 600V]
WELL 28
NEW
[4"C, FIBER]
WELL 41
NEW
EDGES OF THE PIPE AND CONDUIT.
OF 2' SEPARATION BETWEEN THE
AS WATER PIPE. PROVIDE A MINIMUM
POWER CONDUITS IN SAME TRENCH
ROUTE DIRECT-BURIED FIBER AND18.
DI701A
NETWORK BLOCK DIAGRAM, DWG
INSTRUMENTATION AND CONTROL
FOR FIBER STRAND COUNT, SEE 17.
EXST MH-E20
COMMENCING WORK IN THIS AREA.
ACCESS REQUIREMENTS AND AUTHORIZATION PRIOR TO
SECURITY AND EMERGENCY SERVICES DIRECTORATE FOR
WORK RESTRICTIONS. CONTACT THE MCAS CHERRY POINT
WORK ADJACENT/WITHIN FLIGHT LINE IS SUBJECT TO ADDITIONAL 16.
FOR EROSION CONTROL NOTES AND SILT FENCE DETAIL.
THIS SHEET. SEE CIVIL EROSION AND SEDIMENT CONTROL SHEETS
TO C-318C FOR EROSION CONTROL IN AREAS NOT INDICATED ON
SEGMENT OF ELECTRICAL DUCTBANK TRENCH. SEE CIVIL C-301C
PROVIDE STANDARD SILT FENCE 2 FEET DOWNSLOPE OF THIS 15.
THIS DRAWING IS A BID OPTION.
WORK WITHIN BOX ARE BASE BID ITEMS, ALL OTHER WORK ON 14.
C1/E-814A AND A1/E-814A.
FOR OVERHEAD THE CONNECTION INFORMATION, SEE DETAILS 13.
MONROE DRIVE UPGRADE PROJECT.
MANHOLES TO BE INSTALLED BY THE GOVERNMENT UNDER THE 12.
CROSSING ENDPOINTS.
EITHER SIDE OF ROADWAY. TRANSITION TO PVC AT THE
OPTIC CONDUIT. TERMINATE CROSSING AT A MINIMUM OF 5' ON
BORE UNDER MONROE DRIVE FOR INSTALLATION OF NEW FIBER 11.
INFORMATION, SEE DWG ES101A.
PVC AT THE CROSSING ENDPOINTS. FOR ADDITIONAL
MINIMUM OF 5' ON EITHER SIDE OF ROADWAY. TRANSITION TO
SHALL BE BORED SEPARATELY. TERMINATE CROSSING AT A
AND COMMUNICATIONS CONDUITS, 5 TOTAL. EACH CONDUIT
BORE UNDER ROOSEVELT BLVD FOR INSTALLATION OF POWER 10.
FOR CONTINUATION, SEE DWG ES101A.9.
NOT USED8.
INSTALL NEW FIBER CABLE IN EXISTING CONDUIT. 7.
ROADWAY. TRANSITION TO PVC AT THE CROSSING ENDPOINTS.
TERMINATE CROSSING AT A MINIMUM OF 5' ON EITHER SIDE OF
BORE UNDER RANGE RD FOR INSTALLATION OF CONDUIT. 6.
ROADWAY. TRANSITION TO PVC AT THE CROSSING ENDPOINTS.
TERMINATE CROSSING AT A MINIMUM OF 5' ON EITHER SIDE OF
BORE UNDER ROOSEVELT BLVD FOR INSTALLATION OF CONDUIT. 5.
WITH CONTRACTING OFFICER.
LOCATION SHOWN. COORDINATE CONNECTION REQUIREMENTS
SPLICE NEW FIBER INTO EXISTING BASE NETWORK AT 4.
CONTRACTING OFFICER.
COORDINATE CONNECTION REQUIREMENTS WITH
POLE, FOR ADDITIONAL INFORMATION, SEE DWG ES100C.
CONNECT TO BASE ELECTRICAL SYSTEM AT EXISTING POWER 3.
HOUSE, SEE DWG E-401C.
PROVIDE JUNCTION PEDESTAL FOR MV POWER TO WELL 2.
FOR INFORMATION ON WELL HOUSE, SEE DWG ES-401C.1.
C1/E-809A.
PROVIDE FIBER HANDHOLES EVERY 500FEET, SEE DETAILE.
FOR EXISTING WELL PLANS, SEE DWG ES120C.D.
DWG ES601C
FOR ADDITIONAL FIBER ROUTING REQUIREMENTS, SEE C.
FIELD VERIFY EXST MANHOLE LOCATIONS PRIOR TO BID. B.
FIBER CONNECTION REQUIREMENTS.
CONTRACTOR SHALL FIELD VERIFY ELECTRICAL AND A.
Digital Signature
LA
NOI
SSEF
ORP DERETSIGER
OREGON
EXP. 12-31-16
REENIGN
E
62872PE
EI
T
S
O RcaM .S
NA
G
R O
0002 ,11 YLUJ
| PACKAGE C - RAW WATER WELLS AND TRANSMISSION MAIN ROUTE |
| ELECTRICAL |
| ES100C - OVERALL SITE PLAN |
| 2015-06-04T22:04:24-0700 | |
| Morgan MacRostie |
File details come from the government source that posted it. Updated .