JBLE-L_MUHJ_10-4214_100__DS__Design_Drawings.pdf
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DETAIL REFERENCE TABLE
REFERENCE # DRAWING SET AND SHEET #
(1) ZODIAC MB-60-9-9C INSTALLATION DRAWING 218798-1
(2) ZODIAC MB-60-9-9C INSTALLATION DRAWING 216582-0
(3) ZODIAC MB-60-9-9C INSTALLATION DRAWING 216583-0
(4) ZODIAC MB-60-9-9C INSTALLATION DRAWING 217117-1
(5) ZODIAC MB-60-9-9C INSTALLATION DRAWING 217118-0
(6) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326818 SHEET 2 OF 3
(7) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326819 SHEET 4 OF 4
(8) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326819 SHEET 4 OF 4
(9) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326820 SHEET 1 OF 2
(10) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326820 SHEET 2 OF 2
(11) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326822 SHEET 1 OF 1
(12) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326818 SHEET 1 OF 3
(13) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326819 SHEET 2 OF 4
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DETAIL REFERENCE TABLE
REFERENCE # DRAWING SET AND SHEET #
(1) ZODIAC MB-60-9-9C INSTALLATION DRAWING 218798-1
(2) ZODIAC MB-60-9-9C INSTALLATION DRAWING 216582-0
(3) ZODIAC MB-60-9-9C INSTALLATION DRAWING 216583-0
(4) ZODIAC MB-60-9-9C INSTALLATION DRAWING 217117-1
(5) ZODIAC MB-60-9-9C INSTALLATION DRAWING 217118-0
(6) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326818 SHEET 2 OF 3
(7) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326819 SHEET 4 OF 4
(8) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326819 SHEET 4 OF 4
(9) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326820 SHEET 1 OF 2
(10) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326820 SHEET 2 OF 2
(11) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326822 SHEET 1 OF 1
(12) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326818 SHEET 1 OF 3
(13) ROBINS AFB BAK-15 AND TAAS INSTALLATION DRAWING 201326819 SHEET 2 OF 4
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1-1/2" INCHES ASPHALT CONCRETE SURFACE MIX, TYPE SM-9.5 A.
6.0 INCHES COMPACTED AGGREGATE BASE MATERIAL, SIZE 21AB.
3.0 INCHES ASPHALT CONCRETE BASE MIX, TYPE BM-25.
TO A DEPTH OF 8.0 INCHES BELOW SUBGRADE ELEVATION.
THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)
STABILIZED AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF
TACK COAT (RC-70, MC-70 OR RC-250).
NOT TO SCALE
PROPOSED SHOULDER
PAVEMENT SECTION
1.0 FEET OF SELECT FILL MATERIAL, CBR 20
GEOTEXTILE FABRIC5
NOT TO SCALE
TYPICAL EXTERIOR
EQUIPMENT PAD DETAIL
NOT TO SCALE
ELECTRICAL MANHOLE/HAND HOLE
GRADING PLAN
NOTES:
1. CONTRACTOR TO STRIP 4 INCHES OF TOPSOIL BELOW AREA TO BE
FILLED. TOPSOIL TO BE STOCKPILED FOR REUSE ABOVE SELECT FILL TO
MEET FINAL GRADES.
2. CONTRACTOR TO PLACE SELECT FILL MATERIAL TO DEPTH REQUIRED
AND SLOPE AWAY FROM PROPOSED STRUCTURE AT MAX 2% SLOPE.
3. CONTRACTOR SHALL NOT DISRUPT EXISTING DRAINAGE CONVEYANCE.
4. IF THE 2% SLOPE WOULD CROSS EXISTING DITCH FEATURES, THEN
CONTRACTOR TO SLOPE DOWN TO TOP OF DITCH BANK.
5. CONTRACTOR TO PLACE 4 INCHES OF TOPSOIL ABOVE SELECT (PROVIDE
ADDITIONAL TOPSOIL AS NEEDED). ALL DENUDED AREAS TO BE DRILL
SEEDED.
NOT TO SCALE
ELECTRICAL TRANSFORMER PAD
GRADING PLAN
NOTES:
1. CONTRACTOR TO STRIP 4 INCHES OF TOPSOIL BELOW AREA TO BE
FILLED. TOPSOIL TO BE STOCKPILED FOR REUSE ABOVE SELECT FILL TO
MEET FINAL GRADES.
2. CONTRACTOR TO PLACE SELECT FILL MATERIAL TO DEPTH REQUIRED
AND SLOPE AWAY FROM PROPOSED STRUCTURE AT MAX 2% SLOPE.
3. CONTRACTOR SHALL NOT DISRUPT EXISTING DRAINAGE CONVEYANCE.
4. IF THE 2% SLOPE WOULD CROSS EXISTING DITCH FEATURES, THEN
CONTRACTOR TO SLOPE DOWN TO TOP OF DITCH BANK.
5. CONTRACTOR TO PLACE 4 INCHES OF TOPSOIL ABOVE SELECT (PROVIDE
ADDITIONAL TOPSOIL AS NEEDED). ALL DENUDED AREAS TO BE DRILL
SEEDED.
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| 60508897G-001 |
| 60508897-Civil_Sheets |
| 60508897E ALP |
File details come from the government source that posted it.