ATT_2_-_Mahogany.dwgs.Final.12.11.2012.signed.pdf
PDF 14 MB Posted
- Attached to
- Mahogany Grove Group Campground Reconstruction Project Federal contract opportunity
- Solicitation number
- AG-0261-S-13-0012
About this file
ATT 2 - Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend_002_-_AG-0261-S-13-0012.pdf | ||
| ATTACH_1_Amendment_0002_-_Section_C_Replacement_Pages.pdf | ||
| ATTACH_2_-_Amendment_0002_-_Mahogany_Specifications_04-10-2013.pdf | ||
| Amend_001_-_AG-0261-S-13-0012.pdf | ||
| ATTACH_5_-_Mahogany_Grove_Construction_Cost_Estimate_Breakdown.xlsx | XLSX spreadsheet | |
| 03-05-13_Mahogany_Grove_RFP.pdf | ||
| ATT_3_-_NV100034_Highway_01-04-13.pdf | ||
| ATT_1_-Mahogany.Spec.FINAL.12.7.2012_-2.pdf | ||
| ATT_4_-Mahogany_Grove_Past_Performance_Questionnaire.pdf |
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Text version
FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY GUIDELINES
W
W
S
S
NOTES:
1. SEE SHEET W2 FOR WATERLINE PLAN AND PROFILES.
2. ALL WATER LINES SHALL BE SLOPED A MINIMUM 2% TO DRAIN.
3. BURY WATER LINES A MINIMUM OF 60 INCHES. ADDITIONAL DEPTH MAY BE
REQUIRED TO MAINTAIN A MINIMUM SLOPE OF 2%.
4. LOCATION AND ORIENTATION OF ALL WATERLINES, STRUCTURES AND HYDRANTS
SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
5. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING
UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE
COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE
LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS
APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING
CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING
OFFICER.
6. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE
NOMINAL PIPE DIAMETER.
NOM. PIPE DIA. MIN. BENDING RADIUS
1" 2'-6" 2" 5'-0" 3" 7'-6" 4" 10'-0"
7. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.
8. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH.
THE CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND
VEGETATION. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND
ACTIVITIES TO WITHIN THE CLEARING LIMITS. DO NOT REMOVE ANY LARGE
PONDEROSA TREES WITHOUT APPROVAL FROM THE CONTRACTING OFFICER.
CHIP ALL SLASH ON SITE AND DISPOSE AFTER BACKFILL AND SEEDING IS
COMPLETE. USE AS A MULCH FOR SEED COVER AS SPECIFIED (SEE
SPECIFICATIONS).
9. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED
IN MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY
THE CONTRACTING OFFICER. USE HDPE/GSP TRANSITION FITTINGS FOR
CONNECTIONS TO GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS
FOR CONNECTIONS TO PVC PIPE. COMPRESSION-TYPE FITTINGS ARE NOT
ALLOWED.
10. WHERE UTILITY LINES CROSS ASPHALT ROADS, SAW CUT AND REPAIR WITH HOT
ASPHALT MIX. SEE TRENCH DETAIL, SHEET W3.
11. WHERE ENCOUNTERED, REMOVE AND DISPOSE OF EXISTING WATERLINE TO A
DEPTH OF 12" BELOW FINISHED GRADE. CAP AND ABANDON REMAINDER IN
PLACE.
12. ON LATERALS AND DRAINLINES, INSTALL CURB VALVES AND BOXES 2 FEET FROM
TEE OR LINE TO BE DRAINED UNLESS SHOWN OTHERWISE.
13. ALL HYDRANT LATERALS SHALL BE 1" HDPE UNLESS DESIGNATED OTHERWISE.
SLOPE ALL HYDRANT LATERALS TO DRAIN TOWARD THE MAINLINE.
14. THE GOVERNMENT WILL OBTAIN PERMITS FOR THE WATER SYSTEM.
15. AVOID CONSTRUCTION OF WATER LINES UNDER THE DRIP EDGE OF ALL LARGE
TREES GREATER THAN 14 INCHES DIAMETER AT BREAST HEIGHT (DBH).
16. DO NOT INSTALL WATER HYDRANTS, AIR RELEASE VALVES, PRESSURE
REDUCING VALVES OR ANY OTHER PLUMBING IN UTILITY BOXES UNTIL THE
UPSTREAM WATERLINES HAVE BEEN FULLY FLUSHED OF DEBRIS ACCORDING TO
THE SPECIFICATIONS.
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