Amd 03 Civil DWGS reissued.pdf
PDF 3 MB Posted
- Solicitation number
- N62742-21-R-1334
About this file
This document package includes civil engineering drawings and details for site work and utilities related to a federal contract opportunity for construction of a Bachelor Officer Quarters facility on Marine Corps Base Guam. The drawings depict concepts for site erosion and sediment control measures, drainage infrastructure, and utility systems but are not final construction documents.
The related solicitation seeks design-build construction services for a multi-story housing tower with single-occupancy units, common areas, and support spaces to house bachelor officers. An attached one-story common area wing and detached utility building are also included in the scope of work. The Navy Facilities Engineering Command issued the request for proposal on December 17, 2021, cancelling an in-person site visit due to the pandemic. Awarded contractors will be responsible for all aspects of designing and building the new Bachelor Officer Quarters facility to house personnel at Marine Corps Base Guam.
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Text version
CG501
DRAWINGS ARE CONCEPTUAL AND
NOT RELEASED FOR CONSTRUCTION
2/22/2021
CG502
NOT RELEASED FOR CONSTRUCTION
J-023 DETENTION BASIN OUTLET STRUCTURE 1SCALE: NONE
CG503
NOT RELEASED FOR CONSTRUCTION ALL DIMENSIONS AND/OR DIMENSIONS SHOWN
IN CALLOUT/NOTES ARE IN MILLIMETERS
UNLESS OTHERWISE NOTED.
NOTES:
1. WHEN OVERLAPS ARE REQUIRED BETWEEN
FABRIC ROLLS, THE UPHILL ROLL SHOULD LAP
A MINIMUM OF 600mm OVER THE DOWNHILL ROLL
IN ORDER TO PROVIDE SHINGLED EFFECT.
SCALE:
GRASSY TRAP SWALE 1NONE
1.25M
BASE WIDTH
0m m T
O P
SO
IL
SE
ED
, A N
D M
U
LC
H
CHECK DAM
ELEV SEE
PLAN
EROSION
CONTROL FABRIC
H
EI
G H
T
VA
R
IE
S
SE
E
PL
AN
3:1 MAX
TYP
VARIES,
SEE PLANS
VA
R
IE
S
SE
E
PL
AN
VARIES 600 VARIES
VARIES VARIES
10:1 10:1
4:14:1
EMBED ROCK 230mm INTO DITCH
EMBED ROCK 230mm INTO DITCH
14:1
4:14:1
7:17:1
1000 1000
TRAP SWALE
WIDE SWALE
BERM
2.5:1 2.5:1
EMBED ROCK 230mm INTO DITCH
14:1
CG503
CLASS 1 RIPRAP
SCALE:
CG503
ROCK CHECK DAM SECTION
NONE
SWALE SURFACE
DRAINAGE ROCK CUSHION
OR FILTER FABRIC
DRAINAGE ROCK CUSHION
OR FILTER FABRIC
M
IN
, 1
M
AX
3400 3400
4:14:1
7:17:1
1000 1000
BERM
TOPSOIL, SEED
AND MULCH PER
SPECIFICATION
32 92 19
TOPSOIL, SEED
AND MULCH PER
SPECIFICATION 32 92 19
SWALE FINISH GRADE
0 DRAINAGE ROCK CUSHION
OR FILTER FABRIC
FLOW
TOPSOIL, SEED
AND MULCH PER
SPECIFICATION 32 92 19
TOPSOIL, SEED
AND MULCH PER
SPECIFICATION 32 92 19
TOPSOIL, SEED
AND MULCH PER
SPECIFICATION 32 92 19
EROSION CONTROL FABRIC
CU501
R25
2520 20
TRENCH LINE
H
EI
G H
T
VA
R
IE
S
R29
3 3
ID TAG
20 SQ HOLE
EXISTING GRADE
VALVE BOX
MJ X MJ GATE VALVE
CAST IRON
FRAME AND COVER
SCALE:
HEAVY DUTY CAST IRON FRAME & COVER DETAIL 4NTS
SCALE:
END ELEVATION 1NONE
NOTES:
IDENTIFICATION TAG FOR MANHOLE
SCALE:
OR VALVE BOX COVER 2NONE
NOTES:
SCALE:
VALVE BOX 5NONE
SCALE:
MECHANICAL JOINT GATE VALVE 6NONE
SCALE:
VALVE BOX FRAME AND COVER 3NONE
VALVE COVER
CU501
CU501
SCALE:
VALVE PIT DETAIL 7NONE
DRAWINGS ARE CONCEPTUAL AND
NOT RELEASED FOR CONSTRUCTION
NIC
CU503
SCALE:
INLINE SEWER CLEANOUT DETAIL 1NONE
SCALE:
ECCENTRIC SANITARY SEWER MANHOLE 2NONE SCALE:
MANHOLE DROP CONNECTION 3NONE
SCALE:
SHALLOW MANHOLE DETAIL 4NONE SCALE:
GATE VALVE W/INDICATOR POST 5NONE SCALE:
UTILITY CORRIDOR SECTION 6NONE
500 600 500 415 410 345400350
DRAWINGS ARE CONCEPTUAL AND
NOT RELEASED FOR CONSTRUCTION
| CG501 - SITE DETAILS - SHEET 1 |
| CG502 - SITE DETAILS - SHEET 2 |
| CG503 - SITE DETAILS - SHEET 3 |
| CU501 - CIVIL UTILITY DETAILS - SHEET 1 |
| CU503 - CIVIL UTILITLY DETAILS - SHEET 3 |
| 2021-02-23T07:18:48-1000 | |
| Evan Mizue | |
| I authorize this document. |
| 2021-02-23T07:19:03-1000 | |
| Evan Mizue | |
| I authorize this document. |
| 2021-02-23T07:19:03-1000 | |
| Evan Mizue | |
| I authorize this document. |
| 2021-02-23T07:19:04-1000 | |
| Evan Mizue | |
| I authorize this document. |
| 2021-02-23T07:19:04-1000 | |
| Evan Mizue | |
| I authorize this document. |
File details come from the government source that posted it. Updated .