Exhibit D-As-Built Plans & Drawings WEST POND Pringle Training Site.pdf
PDF 2 MB Posted
- Solicitation number
- CRFQ 0603 ADJ2700000004 1
- Issued by
- Kanawha County, West Virginia
About this file
This document is an as-built plans and drawings exhibit for the West Virginia Army National Guard's Camp Dawson facility located in Kingwood, West Virginia, specifically detailing the Pringle Training Site West Pond Sediment Remediation project. The exhibit provides technical specifications and construction requirements for sediment remediation work at the West Pond location. Key construction requirements include demolition and removal operations with erosion and sedimentation control measures, grading operations with topsoil stripping and redistribution to a minimum depth of 6 inches, and seeding of graded areas within 15 days of completion. The contractor is responsible for locating and marking all existing utilities prior to commencing work, coordinating with local utility companies for disconnections, and protecting all trees and structures designated to remain. Storm drainage pipe specifications call for 12-gauge Type II aluminized corrugated metal pipe, and all cut and fill slopes are limited to 3:1 maximum ratios. Earthwork fill must be placed in maximum 8-inch compacted lifts with 98 percent density per ASTM D698 standards, and finish grade tolerances are 0.10 feet above or below design elevations.
The project falls under West Virginia Department of Environmental Protection's General NPDES Permit to discharge stormwater associated with construction activity, as the work is planned to disturb more than five acres. All demolished materials become contractor property unless otherwise designated and must be disposed of off the owner's property in a legal manner. The contractor must obtain all required permits and provide notices as necessary. An as-built set of plans must be submitted to the West Virginia Department of Environmental Protection upon completion of sedimentation basin construction. The erosion control implementation schedule specifies sequential installation of construction entrances, clean water diversion swales, silt fencing, sedimentation basins, and diversionary swales to direct flow to sedimentation basins. All contractor-caused damage to existing infrastructure is the contractor's responsibility to repair at no additional cost to the owner.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| CRFQ ADJ27_04 Solicitation Documents.pdf | ||
| Final_CRFQ_0603_ADJ2700000004_1_WV_CRFQ_FORM.PDF |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EXHIBIT D- AS-BUILT PLANS & DRAWINGS
(For informational purposes only)
**This is NOT a new design**
WEST VIRGINIA ARMY NATIONAL GUARD
CAMP DAWSON, KINGWOOD WV
Pringle Training Site
West Pond Sediment Remediation
D
C
B
A
DEMOLITION NOTES
1.
2.
3.
4.
5.
6.
DEMOLITION ANO REMOVAL OPERATIONS SHALL COMMENCE ONLY AFTER ALL EROSION ANO
SEDIMENTATION CONTROL MEASURES ARE IN PLACE ANO FUNCTIONAL.
ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE
DESIGNATED. DISPOSE OF OFF THE OWNER'S PROPERTY IN A LEGAL MANNER.
CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK.
ALL ITEMS OF CONSTRUCTION REMAINING AND NOT SPECIFICALLY MENTIONED THAT
INTERFERE WITH THE NEW CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE ARCHITECT/ENGINEER.
CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS, FENCES, TREES, UTILITIES
ANO STRUCTURES THAT ARE TO REMAIN. CONTRACTOR-CAUSED DAMAGE SHALL BE REPAIRED
TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER.
CONTRACTOR SHALL LOCATE ANO MARK ALL EXISTING UTILITIES PRIOR TO COMMENCING
WORK. COORDINATE WITH LOCAL UTILITY COMPANIES PRIOR TO UTILITY DISCONNECT.
2 3
GRADING, DRAIN &: EROSION CONTROL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
NO TREES SHALL BE REMOVED NOR VEGETATION DISTURBED EXCEPT AS NECESSARY FOR
GRADING PURPOSES ANO ONLY AS APPROVED BY THE ARCHITECT/ENGINEER.
TOPSOIL SHALL BE STRIPPED FROM ALL CUT ANO FILL AREAS. STOCKPILED ANO REDISTRIB-
UTED OVER GRADED AREAS TO A MINIMUM DEPTH OF 6 INCHES. MAKE STOCKPILES FREE
DRAINING ANO PROVIDE EROSION ANO SEDIMENTATION CONTROLS AROUND STOCKPILES.
ALL GRADED (OTHER THAN TRAINING AREAS) AREAS SHALL BE MULCHED ANO SEEDED
WITHIN 15 DAYS AFTER GRADING IS COMPLETED. SEE SEED MIX ON THIS SHEET.
CONSTRUCT TEMPORARY EROSION CONTROL AS SHOWN ON THE DRAWINGS PRIOR TO BEGINNING
GRADING OPERATIONS.
ALL DRAINAGE STRUCTURES, PIPES WITHIN THE LIMITS OF CONSTRUCTION, ANO DETENTION
PONDS SHALL HAVE SEDIMENT REMOVED PRIOR TO FINAL ACCEPTANCE.
SILT BARRIERS SHALL BE CLEANED OF ACCUMULATED SEDIMENT WHEN APPROXIMATELY 50%
FILLED.
ALL LOCATIONS OF TEMPORARY EROSION CONTROL DEVICES SHALL BE SUBJECT TO
ADJUSTMENT AS DIRECTED BY THE ARCHITECT/ENGINEER.
WHEN THE TEMPORARY EROSION CONTROL DEVICES ARE NO LONGER REQUIRED FOR THE
INTENDED PURPOSE (IN THE ARCHITECT/ENGINEER'S OPINION'S), THEY SHALL BE REMOVED.
REPLACE DAMAGED ANO WORN OUT SILT BARRIERS AS DIRECTED BY THE ARCHITECT/ENGINEER.
THE CONTRACTOR SHALL PROTECT ALL TREES DESIGNATED TO REMAIN. 00 NOT OPERATE OR
STORE HEAVY EQUIPMENT, NOR HANDLE/STORE MATERIALS WITHIN THE ORIPLINES OF TREES.
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES,
PROTECT UTILITIES TO REMAIN, ANO REPAIR CONTRACTOR-CAUSED DAMAGE ACCORDING TO
LOCAL STANDARDS AT CONTRACTOR'S EXPENSE.
11. NOTIFY LOCAL UTILITY LOCATOR SERVICE (MISS UTILITY OF WEST VIRGINIA, INC.) OF INTENDED
DEMOLITION OPERATIONS. PHONE NUMBER: 1-800-245-4848
13. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR IF PROBLEMS ARE
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/
ENGINEER BEFORE PROCEEDING WITH THE WORK.
14. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES ANO OBTAIN ALL PERMITS.
15. SPOT ELEVATIONS ANO CONTOURS REPRESENT PROPOSED FINISHED GRADE ANO TOP OF
FINISHED PAVEMENT.
16. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS ANO INVERTS PRIOR TO BEGINNING WORK.
17. EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR ON THE OWNER'S PROPERTY
AT NO ADDITIONAL COST IN A LEGAL MANNER.
18.
19.
20.
21.
22.
ALL STORM DRAINAGE PIPE SHALL BE 12 GAUGE TYPE II ALUMINIZEO
CMP UNLESS OTHERWISE NOTED.
ALL CUT ANO FILL SLOPES TO BE 3: 1 MAXIMUM.
SATISFACTORY TOPSOIL IS DEFINED AS SOIL BEING FREE OF SUBSOIL, CLAY LUMPS,
STONES, ANO OTHER OBJECTS OVER 1 INCH IN DIAMETER.
FINISH GRADES TOLERANCES ARE 0.10 FOOT ASOVE OR BELOW DESIGN ELEVATIONS.
PROVIDE TEMPORARY SEEDING ON STOCKPILES ANO ALL OTHER AREAS OF THE SITE THAT
WILL REMAIN UNDISTURBED FOR 30 DAYS OR MORE.
23. EARTHWORK FILL SHALL INCLUDE STRIPPING TOPSOIL ANO PLACING ENGINEERED FILL IN
MAXIMUM 8" COMPACTED LIFTS WITH DENSITY OF 98% OF MAXIMUM PER ASTM 0698.
24. AN 'AS-BUILT' SET OF PLANS SHALL BE SUBMITTED TO THE WV OEP UPON COMPLETION OF
SEDIMENTATION BASIN CONSTRUCTION.
25. I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED BY ME ANO/OR UNDER MY DIRECT
SUPERVISION. THIS PROJECT IS PLANNED TO DISTURB MORE THAN FIVE ACRES.
IT THEREFORE FALLS UNDER THE WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S
GENERAL NPOES PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION
ACTMTY.
&..J..f.c� 6-8-10
WV REGISTERED ENGINEER DATE
EROSION CONTROL IMPLEMENTATION SCHEDULE:
1, INSTAlL CONSTRUCTION ENTRANCES
2. ESTABLISH "cLEAN WATER' DIVERSION SWALE AlONG EASTERN PERIMITER OF SITE
3. INSTAlL SILT FENCE AT BASE OF SEOIMENT BASINS
4. INSTAlL SEOMENTATION BASINS
5. INSTAlL DIVERSION SWAlES TO OIRECT FLOW TO SEOIMENTATION BASINS o(,,/oi/10 Ir SHtEI IS LESS ,_ :J.4••2i?'" USC GRAPHIC SCAl.t
V> "1Z w:3 V> z« rll.
o- vi v,Z v,O 0 ;:c:, "'"' �g:
z
D5 <rz Wo ll.r V>u i;i ::;v, <')� NZ 3 0 w
Sheet reference number:
C-2 Sheet 2 of 7
| Exhibit D-Cover |
| SOW WEST POND Pringle-SubmittedDraft - Copy |
| 12E Sediment_Erosion Drawings |
File details come from the government source that posted it. Updated .