36C78618Q0197-004.pdf
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- DEMOLITION AND CONSTRUCTION AT DFW Federal contract opportunity
- Solicitation number
- 36C78618Q0197
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36C78618Q0197 ATTACHMENT D DRAWINGS.pdf
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| File | Type | Posted |
|---|---|---|
| 36C78618C0159-000.docx | DOCX document | |
| 36C78618Q0197-00006001.pdf | ||
| 36C78618Q0197-00006000.docx | DOCX document | |
| 36C78618Q0197-00005000.docx | DOCX document | |
| 36C78618Q0197-00004000.docx | DOCX document | |
| 36C78618Q0197-00003000.docx | DOCX document | |
| 36C78618Q0197-00002000.docx | DOCX document | |
| 36C78618Q0197-00001000.docx | DOCX document | |
| 36C78618Q0197-005.pdf | ||
| 36C78618Q0197-003.pdf | ||
| 36C78618Q0197-001.pdf | ||
| 36C78618Q0197-006.pdf | ||
| 36C78618Q0197-002.pdf | ||
| 36C78618Q0197-000.docx | DOCX document |
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DALLAS-FORT WORTH NATIONAL CEMETERY
DALLAS, TEXAS
MAINTENANCE YARD TRENCH D
PROJECT NUMBER 916-18-201
GENERAL NOTES:
1 . ALL CONSTRUCTION WITHIN DALLAS-FW NATIONAL CEMETERY SHALL BE CONDUCTED WITH THE EMPHASIS ON PROPER CEMETERY ETIQUETTE AS THIS IS AN ACTIVE CEMETERY. NO DISRESPECTFUL ACTIVITY WILL BE TOLERATED .
2. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CEMETERY DIRECTOR TO AVOID CONFLICTS AND DISRUPTIONS OF SCHEDULED CEREMONIES AND DAILY CEMETERY OPERATIONS. SEQUENCE WORK AS NECESSARY TO ENSURE DAILY
CEMETERY OPERATIONS REMAIN UNINTERRUPTED DURING CONSTRUCTION OPERATIONS .
3. CONTRACTOR SHALL PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES, CONES, AND FENCES TO PROPERLY PROTECT THE
4.
PUBLIC AND CEMETERY STAFF FROM INJURY. WORK AREAS SHALL BE BARRICADED OFF DURING NON-WORKING HOURS
AND WHEN THERE IS NO ACTIVE CONSTRUCTION AT THE SITE.
THE CONTRACTOR'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL ESTABLISH AND CONTROL THE PAVEMENT AND TRENCH ALIGNMENTS, GRADES, ELEVATIONS, AND CROSS SECTIONS. THE NEW PAVEMENT SHALL BE INSTALLED SO THAT THE PAVEMENT SLOPES TOWARD THE NEW TRENCH DRAIN BY CONTINUING THE EXISTING SLOPE OF THE EXISTING MAINTENANCE YARD PAVEMENT. CONTRACTOR IS TO LAYOUT AND CONSTRUCT ALL NEW WORK TO MATCH EXISTING GRADING/ELEVATIONS AND TO ENSURE FULL AND COMPLETE PAVEMENT AND TURFGRASS DRAINAGE WITH NO EVIDENCE OF
PONDING OR BIRD BATH AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING THE EXISTING STORM DRAINAGE SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT RESULTING FROM THIS PROJECT FROM THE
STORM DRAINAGE STRUCTURES AND SYSTEM.
6 ANY DAMAGE INCURRED TO EXISTING UTILITIES, IRRIGATION SYSTEM COMPONENTS, INSIDE AND OUTSIDE THE LIMITS OF WORK DUE TO CONTRACT OPERATIONS INCLUDING DAMAGE TO PAVEMENT, CURB AND GUTTER, SIDEWALKS AND OTHER STRUCTURES BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. IF ANY EXISTING UTILITIES, UTILITY STRUCTURES, OR IRRIGATION SYSTEM COMPONENTS ARE UNCOVERED OR ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE SAFEGUARDED, PROTECTED FROM DAMAGE, AND SUPPORTED AS
NECESSARY.
7. ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES.
CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT TRACKING OF MUD OR SOIL ONTO PUBLIC THOROUGHFARES. AT THE END OF EACH DAY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS
BEEN TRACKED ON TO CEMETERY AND PUBLIC STREETS.
8. AREAS OUTSIDE OF THE CONSTRUCTION LIMITS IMPACTED BY OPERATIONS OF THE CONTRACTOR SHALL BE RETURNED TO THE STATE IT WAS FOUND PRIOR TO NEW CONSTRUCTION, EXCEPT WHERE NEW WORK IS SHOWN.
9. TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED FROM DAMAGE TO TRUNKS, BRANCHES AND ROOTS.
10. ALL DEBRIS, EXCESS SOIL, CONCRETE, ASPHALT, ETC. SHALL BE REMOVED OFF CEMETERY PROPERTY AND PROPERLY
DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE .
11. THOROUGHLY CLEAN UP THE WORK AREA AT THE END OF EACH DAY'S WORK, AND AT COMPLETION OF THE PROJECT.
LEAVE PREMISES CLEAN AND FREE OF WASTE, SCRAP, USED EQUIPMENT, OR OTHER MATERIAL INTENTIONALLY OR
INCIDENTALLY DELIVERED TO THE SITE BY CONTRACTOR OR CONTRACTOR'S PERSONNEL.
4 5 6
INS
NATIONAL
CEMETERY
ADMINISTRATION
SHEET INDEX:
X-101
L-101
CD-101
CS-101
CP-101
C-504
C-505
C-506
Drawing Title
TITLE SHEET
EXISTING CONDITIONS
DEMO PLAN
SITE PLAN
PAVING PLAN
SITE DETAILS
PAVEMENT DETAILS
JOINT SEALANT DETAILS
Project Title
COVER SHEET MAINT. YARD
& SHEET INDEX DRAINAGE
I Approved: Division Chief I Buildin=-� umber
E:J� CFC I Approved: Service Director II Location �FW NATIONAL CEMETERY I 8 9 u w u..
Date 01/24/2018
Project No.
916-18-201
DRAWING NO.
X-101 Dwg 1 Of 8
36C78618Q0197
ATTACHMENT D - DRAWINGS
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Drawing Title
DEMO PLAN
I Approved: Division Chief
I Approved: Service Director
Project Title
MAINT. YARD
DRAINAGE
I Buildin=-� umber
E:J� CFC
II Location �FW NATIONAL CEMETERY I
Date
01/24/2018
Project No.
916-18-201
DRAWING NO.
CD-101
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NOTES:
1. SEAL ALL PIPE PENETRATIONS
WITH NON-SHRINK GROUT.
w-7 # # # # # # # / � � //,1/ # /,1/ # # # # # # ,,::1/ ,,::1/ ,,::1/ .-:000" � //,1/ # /,1/ # # # # # # ,,::1/ �-<:a I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
0 0
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CONCRETE TRENCH DRAIN
SEE DETAILS D & E,
SHEET C-101
0 0
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(2) 1 /16 BENDS (22.5 DEG),
BOTH SIDES INTO
6"X6"X6" DBL. WYE FITTING
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0 0
HAND TROWEL CONC AROUND
EXIST. BOLLARDS (TYP)
3 4
0 0
, CORE DRILL EXISTING
CONCRETE CATCH BASIN;
INSTALL 6" PVC PIPE.
0 0
6" SOR 35 PVC STORM
DRAIN PIPE
5 6
0 0 0
CONCRETE TRENCH DRAIN
SEE DETAILS D & E,
SHEET C-101
0 0
BORE UNDER UNDISTURBED
CONCRETE, UNDER FENCE AND GATE
NATIONAL
CEMETERY
ADMINISTRATION
Drawing Title
SITE PLAN
Project Title
MAINT. YARD
DRAINAGE
I Approved: Division Chief I Building Number IChecked 1 i5rawn7
I A p pr ov e d se rv ic e
D ire c to r=====� Location
I. DFW NATIONAL CEMETERY
8 9
Date 01/24/2018
Project No.
916-18-201
DRAWING NO.
CS-101
Dwg. 4 Of 8 u w u..
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