A06_-_Manhole_Detail.pdf
PDF 274 KB Posted
- Attached to
- Fort Baker Sewer Line and Manhole Construction Federal contract opportunity
- Solicitation number
- 140P8622Q0030
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8622Q0030_Amd_0002.pdf | ||
| Sol_140P8622Q0030_Amd_0001.pdf | ||
| B08_Amendment_01_Section_A_-_M_(Fort_Baker)_0001.pdf | ||
| B03_-_Wage_Rate_Determination_(Marin_County__CA)_-_April_1.pdf | ||
| Sol_140P8622Q0030.pdf | ||
| A06_-_Site_Location_Maps.pdf | ||
| A06_-_Constructions_Specs_Finalized.pdf |
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Text version
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UNIMPROVED SURFACE I IMPROVED SURFACE
FOR MANHOLE COVER AND ASPHALT
NOTES:
1. WHEN MANHOLES ARE INSTALLED IN UNIMPROVED
AREAS, THE TOP OF THE COVER SHALL BE A MIN.
OF 1 FOOT ABOVE ADJACENT FINISHED GRADE. FRAME SEE SlO W2 CONC.
FINISHED
GRADE
SEE
NOlE 3
(TYP)
LARGER DIA. BARRELS MAY
BE REQ'D.(SEE NOlE 11)
THORO-SEAL OR XYPEX
COATING
POINT INSIDE & OUT WITH 1: 3
MORTAR
ROUND
CORNERS
• . zao -
::::E z
CLASS "A" CONC. BASE SEE NOlE 6
2. MIN. OF ONE 3" AND ONE 6" GRADE ADJUSTMENT
RINGS. MAX. HEIGHT OF GRADE ADJUSTMENT SEE RINGS = 20". ALlERNAlELY, CONTRACTOR MAY CAST
NOlE B GRADE ADJUSTMENT RINGS IN PLACE.
3. SET ALL BARREL SECTIONS & TAPER SECTIONS IN
PLASTIC GASKET, RAM-NEK OR APPROVED AL TERNAlE.
TYP JOINT 1-1/2" (3/4 X 2-1/2") RAM-NEK SEAL
(2 SEALS IN HIGH WAlER TABLE AREAS).
4. CONE SECTION (TAPER) MUST BE CONCENTRIC FOR
46" MANHOLE UNLESS OTHERWISE SPECIFIED AND
APPROVED BY THE
5. CONSTRUCT ALL FLOW CHANNELS OF PIPE WHEREVER
POSSIBLE. AFlER LOWER RING SECTION IS SET, BREAK OUT TOP HALF OF PIPE FLUSH WITH INSIDE
FACE OF M.H. WALL AND CONSTRUCT SHELF AND
U-SHAPED CHANNEL MAKE ELEVATION CHANGES
GRADUALLY AND DIRECTIONAL CHANGES WITH SMOOTH
CURVES.
6. POURED-IN-PLACE BASE SHALL BE POURED FULL
THICKNESS TO UNDISTURBED SIDES OF EXCAVATION
OR SHALL BE FORMED. PRECAST BASE TO BE FROM
SEE
NOTE 7
A PRESIDIO TRUST APPROVED SOURCE AND PLACED ON
12" THICK 3/4" DRAIN ROCK SUBBASE INSTALLED
AGAINST UNDISTURBED EARTH.
7. JOINT BETWEEN BASE AND BARREL TO BE SEALED
W/1-1/2" (3/4" X 2-1/2") RAM-NEK SEAL
(2 SEALS IN HIGH WAlER TABLE AREAS), AND PLASlER 6" FILLET, 1:3 MORTAR.
B. CLASS "A" CONC. COLLAR SHALL BE 2" BELOW
FINISHED GRADE.
9. STANDARD MANHOLE BARREL SECTION PER ASTM
C47B.
10. BARREL AND TAPER SECTIONS MAY BE CAST IN
PLACE AS APPROVED BY THE PRESIDIO TRUST.
11. 46" I.D. MANHOLE TO BE USED ONLY FOR SEWER MAINS
LESS THAN 18" DIAMElER AND LESS THAN B FT.
DEEP FROM FINISHED GRADE. 60" I.D. MANHOLES
SHALL BE USED FOR ALL OTHER APPLICATIONS.
12. ALL SECTIONS OF MANHOLE MUST BE OF IDENTICAL
MAKE AND MANUFACTURER.
13. MANHOLE TO BE DEWATERED AND DRY
PRIOR TO INSPECTION.
A FLEXIBLE COUPLING, AS APPROVED
BY THE PRESIDIO TRUST, SHALL BE
INSTALLED IN THE SEWER MAIN WITHIN
12" OF THE BASE OF THE MANHOLE (TYP).
NOT REQUIRED WHEN PRECAST BASES ARE
MANHOLE BASE
MANUF. W/FLEX. CPLGS. ALREADY INSTALLED
CHANNELIZATION PLAN E
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O SAN IT ARY FILE: SEWER.DWG
SEWER MANHOLE STD:
S1 � DRAWN BY: AVC APPROVED BY: TM
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