PWS_Attachment_3.pdf
PDF 9 MB Posted
- Attached to
- Quality Assurance (QA) sampling and testing services for the Lake Isabella Dam Safety Midification Project
- Solicitation number
- W9123817R0067
About this file
General notes for Government provided laboratory building for Lake Isabella Quality Assurance testing.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| PWS_Attachment_2.pdf | ||
| Lab_Equipment_List.docx | DOCX document | |
| PWS_Attachment_1.pdf | ||
| PWS_Attachment_4.pdf | ||
| A2.1_Solicitation_Final.pdf |
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CONCEPT DESIGN
SHEET NOTES:
1. CONCEPT ELECTRICAL DESIGN SHOWN IS ONLY PARTIALLY COMPLETE. LAB EQUIPMENT ITEMS LISTED ON SHEETS E-601 THROUGH E-605 WILL BE PROVIDED FOR THE LAB BY OTHERS. SEVERAL
OF THOSE LAB EQUIPMENT ITEMS THAT REQUIRE ELECTRICAL AND COMMUNICATIONS SUPPORT
ARE NOT LOCATED ON THIS PLAN. DESIGN AND ASSOCIATED LAB CONSTRUCTION SHALL BE
MODIFIED TO LOCATE ALL THE LAB EQUIPMENT IN A PROPER FUNCTIONAL ARRANGEMENT AND
TO ALSO PROVIDE PROPER ELECTRICAL AND COMMUNICATIONS SUPPORT FOR THAT EQUIPMENT .
REFER TO SHEETS E-601 THROUGH E-605 FOR DETAILS ON THE LAB EQUIPMENT REQUIREMENTS.
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GFI
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GFI
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GFI
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GFI
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GFI
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COMPACTION AREA CONCRETE PADS
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SIEVE SHAKER PAD
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SG
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OVEN 1
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OVEN 2
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OVEN 3
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PROCESSING AREA
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PROCESSING AREA
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CONCRETE LAB
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GFI
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GFI
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SOIL LAB
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ATTERBERG LIMITS AREA
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GILSON AND RATTLER
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QA LAB-4
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QA LAB-4
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QA LAB-4
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QA LAB-8
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QA LAB-10
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QA LAB-6
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QA LAB-2,4,6
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QA LAB-8,10
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SPLITTERS
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RATTLER (ABRASION MACHINE)
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GFI
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GFI
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GFI
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SIEVE SHAKERS
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SPECIFIC GRAVITY TANK
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STONE/CONCRETE SAW, IMER MS500
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VIBRATING TABLE
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CONCRETE COMPRESSION TEST MACHINE
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MICROWAVE
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MICROWAVE
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SOIL COMPACTOR
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QA LAB-32
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QA LAB-32
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QA LAB-32
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QA LAB-34
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QA LAB-36
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QA LAB-26
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QA LAB-28
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QA LAB-30
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QA LAB-38
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QA LAB-40
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QA LAB-42
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QA LAB-42
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QA LAB-26,28,30
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QA LAB-32,34,36
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QA LAB-MECH-13,15,17
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QA LAB-MECH-19,21,23
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QA LAB-MECH-25,27,29
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[HP-4-1]
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[HP-4-2]
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QA LAB-42
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QA LAB-38,40
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QA LAB
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QA LAB-MECH
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QA LAB-16,18
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QA LAB-12,14
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QA LAB-24
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QA LAB-20,22
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QA LAB-17
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QA LAB-17
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QA LAB-17
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QA LAB-17
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[UH-4-1]
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[UH-4-1]
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[UH-4-1]
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[UH-4-1]
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QA LAB TECHNICIAN OFFICE
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USACE MANAGERS OFFICE
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UNISEX TOILET
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CORRIDOR
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JANITOR
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MOIST ROOM
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LABORATORY
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ROOM SCHEDULE
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ISABELLA LAKE DAM
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DAM SAFETY MODIFICATION PROJECT - PHASE II
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PN 145952
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ISABELLA LAKE
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CALIFORNIA
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GOVERNMENT TESTING LABORATORY
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17 NOV 2016
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KE1-25-0506
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100% ATR SUBMITTAL
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806E-124XXX.DWG
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AS NOTED
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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POWER AND SIGNAL FLOOR PLAN
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(CONCEPT DESIGN)
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D. CARULLI
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D. CARULLI
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S. JONES
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QUALITY ASSURANCE LAB - POWER AND SIGNAL FLOOR PLAN SCALE: 1/4 = 1'-0"
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SCALE: 1/4" = 1'-0"
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EQUIPMENT MANUFACTURER MODEL NOTES: OVERALL DIMENSION AND VOLTAGE ELECTRICAL PLUMBING HVAC FP
OVEN
GRIEVE #1 TBH-500
MAX. OPERATING TEMP. 500F; WORKSPACE DIMENSION:
48"WIDE X 48"DEEP X 60"HIGH
2HP BLOWER MOTOR; 24KW ELECTRIC HEATING RATING; 3-PHASE,
60HZ W/EITHER 208V, 230V, 460V OR OTHER ELECTRICAL
CHARACTERISTICS AVAILABLE
EXHAUST NA NA
GRIEVE #2 TBH-500
MAX. OPERATING TEMP. 500F; WORKSPACE DIMENSION:
48"WIDE X 48"DEEP X 60"HIGH
2HP BLOWER MOTOR; 24KW ELECTRIC HEATING RATING; 3-PHASE,
60HZ W/EITHER 208V, 230V, 460V OR OTHER ELECTRICAL
CHARACTERISTICS AVAILABLE
EXHAUST NA NA
GRIEVE #3 SA-400
1HP BLOWER MOTOR; 10KW ELECTRIC HEATING RATING; 3-PHASE,
60HZ W/EITHER 208V, 230V, 460V OR OTHER ELECTRICAL
CHARACTERISTICS AVAILABLE
EXHAUST NA NA
SCALE
OHAUS EP-2102C
OHAUS EP2102C EXPLORER PRO PRECISION BALANCE, 2,100G
CAPACITY, 0.01G READABILITY, AUTOCAL
100-120VAC, 220-240VAC, 50/60 HZ
NA NA NA
OHAUS BALANCE
AC ADAPTER (INCLUDED) OR 4 AA BATTERIES (NOT INCLUDED)
NA NA NA
OHAUS I-10
CAPACITY 199,999LBS
AC ADAPTER: 100, 120, 220, 240 VAC 50/60HZ, 6 ALKALINE "C"
BATTERIES OR OPTIONAL NICAD BATTERIES
NA NA NA
FLOORSCALE 1000LBS IF FAIRBANKS MODEL-AC ADAPTER OR 6 D-CELL BATTERIES NA NA NA
OHAUS AD. PRO
AC ADAPTER (INCLUDED) OR 4 AA BATTERIES (NOT INCLUDED)
NA NA NA
OHAUS EP-22001
•CAPACITY 22000G; AUTOMATIC CALIBRATION 100-120VAC, 220-240VAC, 50/60 HZ
NA NA NA
OHAUS CD11-2EO 25KG
100-132VAC 60HZ ADAPTER; 6 ALKALINE C-CELL BATTERIES
NA NA NA
OHAUS CD11-2EO 25KG
100-132VAC 60HZ ADAPTER; 6 ALKALINE C-CELL BATTERIES
NA NA NA
INTERCOMP CS1500
•500 LB (250 KG) TO 20,000 LB (10,000 KG) CAPACITIES;
•ACCURACY OF ±0.1% OF READING
STANDARD ALKALINE OR RECHARGEABLE D-CELL BATTERIES NA NA NA
INTERCOMP CS1500
•500 LB (250 KG) TO 20,000 LB (10,000 KG) CAPACITIES;
•ACCURACY OF ±0.1% OF READING
STANDARD ALKALINE OR RECHARGEABLE D-CELL BATTERIES NA NA NA
SIEVE SHAKER
ROTAP #1 RX-29
HAS 1/4HP 115/230V 60/50 HZ 1 PHASE MOTOR & 115V OR 230V
ELECTRONIC TIMER IN OPERATIONS MANUAL PARTS LIST
NA NA NA
ROTAP #2 RX-29
HAS 1/4HP 115/230V 60/50 HZ 1 PHASE MOTOR & 115V OR 230V
ELECTRONIC TIMER IN OPERATIONS MANUAL PARTS LIST
SPLITTER
GILSON TESTING SCREEN W/
TRAYS #1
TS-1 /W TRAYS 23X31X43IN WXDXH HYDRAULIC
115V/ 60HZ W/ 1/2HP MOTOR THROUGH STARTING SWITCH
W/OVERLOAD PROTECTION, ALSO HAS HYDRAULIC PUMP SYSTEM TO
SECURE SCREEN TRAYS IN PLACE
GILSON TESTING SCREEN W/
TRAYS #2
TS-1 W/ TRAYS HYDRAULIC
115V/ 60HZ W/ 1/2HP MOTOR THROUGH STARTING SWITCH
W/OVERLOAD PROTECTION, ALSO HAS HYDRAULIC PUMP SYSTEM TO
SECURE SCREEN TRAYS IN PLACE
GILSON UNIVERSAL SPLITTERS
FOR LARGE VOLUME BULK
SP-0 UNIVERSAL
SPLITTER
56X26X41IN APPARENTLY NO POWER REQUIREMENT
GILSON UNIVERSAL SPLITTERS
FOR 2" TO SAND SIZES
SP-2 UNIVERSAL
SPLITTER
22X14.5X20.5IN APPARENTLY NO POWER REQUIREMENT
SPECIFIC
GRAVITY
SPECIFIC GRAVITY TANK KIT H2712
46X31X25 PLATFORM TOP. TANK KIT IS COMPRISED OF A 30
GAL TANK, 18"X24"X18"
200-WATT TANK HEATER AND A CIRCULATING PUMP; 120 VAC 60 HZ 1
PHASE, 3 AMPS
DRAIN
ABRASION LA ABRASION MACHINE H3860A
DIMEN.: 39" X 29" X 37". COMPLIES WITH ASTM C131, C535
MOTOR IS 1HP (746W)-VOLTAGE AND PHASE NOT SPECIFIED; SAFE
LOAD OF CONTACTS: MAX. SWITCHING OUTPUT 30W 100 VA MAX.
SWITCHING VOLTAGE 230V MAX. SWITCHING CURRENT 2A; CATALOG
CUT IMPLIES BOTH SINGLE PHASE AND THREE PHASE MODELS ARE
AVAILABLE DUE TO PHASE ROTATION CAUTION GIVEN FOR THREE
PHASE MODELS, ASSUME VOLTAGE SELECTION INCLUDES USE ON
SYSTEM VOLTAGE OF 120V 1PH. OR 208V 3PH.
MIN/MAX INDEX
DENSITY
VIBRATING TABLE H3756.2F
30"X30". CAPACITY FOR THE TABLE IS 750LBS AND HEIGHT IS
71". THE TABLE SHALL BE MOUNTED TO A CONCRETE FLOOR
OR SLAB HAVING A MASS OF ABOUT 45 KG. COMPLIES WITH
ASTM D 4253, D4254.
230V, 60HZ 12 AMPS 1 PH
SOIL COMPACTOR
CALIFORNIA MODIFIED AUTOMATIC
COMPACTOR
H4169-CA
OVERALL DIMENSIONS: 56"H X 16-1/2"W X 30"D. MAX. HEIGHT IN
OPERATION: 66". COMPLIES WITH ASTM D558, D559, D560, D698,
D1557.
120V 60HZ, ?A.
SOILTEST 5.5LBS/12" MANUAL COMPACTION HAMMER N/A
SOILTEST 10LBS/18" MANUAL COMPACTION HAMMER N/A
ATTERBERG S N/A
IF MOTORIZED PER HUMBOLDT H-4230, PROBABLY 120V 60HZ 1 PH.
FRACTIONAL HP
WEIGHTS
N/A 20 LBS NA NA NA NA
N/A 50 LBS NA NA NA NA
N/A 50 LBS NA NA NA NA
RICE LAKES 2KG-1G NA NA NA NA
THERMOMETER
DIGITAL ERT310-5L ASSUME BATTERIES AT MOST NA NA NA
DIGITAL ERT310-5L ASSUME BATTERIES AT MOST NA NA NA
COMARK DT-33 ASSUME BATTERIES AT MOST NA NA NA
PTC TC4000 ASSUME BATTERIES AT MOST NA NA NA
SIEVE SIZE
CHECKER/GAUGE
N/A N/A N/A NA NA NA
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ISABELLA LAKE DAM
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DAM SAFETY MODIFICATION PROJECT PHASE II
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PN 145952
AutoCAD SHX Text
ISABELLA LAKE
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CALIFORNIA
AutoCAD SHX Text 0506 E-601
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GOVERNMENT TESTING LABORATORY
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AutoCAD SHX Text
NOV 2016
AutoCAD SHX Text
KE1-25-0506
AutoCAD SHX Text
100% ATR SUBMITTAL
AutoCAD SHX Text
806E-601XXX.DWG
AutoCAD SHX Text 12/16/2016
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AS NOTED
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AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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LABORATORY EQUIPMENT LIST-1
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(CONCEPT DESIGN)
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B. PITT
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B. PITT
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S. JONES
AutoCAD SHX Text /s/ John R. Parrish
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GOVERNMENT TESTING LABORATORY - EQUIPMENT LIST-1 SCALE: NONE
MISCELLANEOUS
WHEEL BARROW, MIN. 5 CU FT
N/A
HOSE BIB
FOR WASH
OFF
NA NA
HEAVY DUTY CARTS (300 TO 400
LBS)
N/A NA NA NA
2 MICROWAVE OVEN
(1500 WATT)
2 HOT PLATE 0.75-1.5 IN DIAM.
9000VPM (RPM?)
EXHAUST VENTILATION FAN WITH
SHUTTER 24"
AIRMASTER FAN
115V, 60HZ, 1/15HP, 1050RPM
LARGE SHOP FAN, 36-IN
DIAMETER, MINIMUM
115V, 60HZ, 1/2HP
-SHOVELS, SQUARE
--- N/A NA NA NA
-SHOVEL, POINTED 2
--- N/A NA NA NA
-PANS, METAL, 1.5 GALLON, 6-INCH
MAX HEIGHT
--- N/A NA NA NA
-PANS, METAL, 1.0 QUART, 3-INCH
MAX HEIGHT
--- N/A NA NA NA
-PAN, PLASTIC, 2 GAL, 7-INCH MAX
HEIGHT
--- N/A NA NA NA
-PAN, PLASTIC, 2 QT, 3-INCH MAX
HEIGHT
--- N/A NA NA NA
-REFUSE CONTAINER WITH LID, 30
GAL
--- N/A NA EXHAUST? NA
-TERRY CLOTH TOWEL, 35 SQ YDS
--- N/A NA NA NA
-PYREX SAUCE PANS, 6"X4"X3"
DEEP
--- N/A NA NA NA
-PYREX BOWLS, 2" DEEP BY 6"
DIAMETER
--- N/A NA NA NA
-PLASTIC BUCKETS WITH
HANDLES, 5-GAL
--- N/A NA NA NA
-COMPRESSOR, SMALL PORTABLE
TYPE TO BE USED FOR CLEANING
--- HUSKY 120V/60HZ/12A NA NA NA
-SCOOPS, SMALL
ELE EL88-7300 N/A
-SCOOPS, LARGE
ELE EL88-7302 N/A
2 -TROWELS ELE EL 88-7400 N/A
4 -WASH BOTTLES FORNEY LA-3148 N/A
2 -WOOD FLOAT --- N/A
-RUBBER GLOVES, LARGE
FORNEY LA-0190 N/A
-ENGINEERS STEEL RULE,
N/A
2 12-INCH X 0.01" DIVISIONS STARRETT CO. N/A
2 -STOP WATCH HUMBOLDT H-2260 N/A
2 -TIMER HUMBOLDT H-4296
EITHER DIGITAL OR DIAL TIMER THAT CONTROLS DUPLEX
RECEPTACLE, ASSUME 120V 60HZ MINIMAL POWER DRAW
1 -TIMER HUMBOLDT H-4294
MANUAL BELL-TYPE TIMER, NO POWER REQUIREMENT
2 -STRAIGHT EDGE FORNEY LA-0267 N/A
2 -STRIKE OFF BAR FORNEY LA-0316-34 N/A
-SAMPLE TRAYS, 18" X 18" X 2"
ELE EL88-7150 N/A
-BEAKERS, 600M1
ELE EL88-6610 N/A
-BEAKERS, 250ML
ELE EL88-6106 N/A
-GRADUATED CYLINDERS, 1000ML
ELE EL88-6030 N/A
-GRADUATED CYLINDERS, 500M1
ELE EL88-6028 N/A
-GRADUATED CYLINDERS, 250M1
ELE EL88-6026 N/A
-GRADUATED CYLINDERS, 100ML
ELE EL88-6024 N/A
-GRADUATED CYLINDERS, 25ML
ELE EL88-6002A N/A
-GRADUATED CYLINDER, 10ML
--- N/A
-THERMOMETER, TRACEABLE
ELE EL88-4420 W/ USES 2 EACH AAA ALKALINE BATTERIES
ELE EL88-4420/12
HEAVY DUTY NEEDLE PROBE ACCESSORY TO THERMOMETER HAS
NO POWER REQUIREMENTS
AutoCAD SHX Text
ISABELLA LAKE DAM
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DAM SAFETY MODIFICATION PROJECT PHASE II
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PN 145952
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ISABELLA LAKE
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CALIFORNIA
AutoCAD SHX Text 0506 E-602
AutoCAD SHX Text
GOVERNMENT TESTING LABORATORY
AutoCAD SHX Text
AutoCAD SHX Text
NOV 2016
AutoCAD SHX Text
KE1-25-0506
AutoCAD SHX Text
100% ATR SUBMITTAL
AutoCAD SHX Text
806E-602XXX.DWG
AutoCAD SHX Text 12/16/2016
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text Dwg scale:
AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
AutoCAD SHX Text Drawing Code:
AutoCAD SHX Text
SACRAMENTO, CALIFORNIA
AutoCAD SHX Text
CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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AutoCAD SHX Text Border Revised 03/31/05, FCOESHTD2.DWG
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LABORATORY EQUIPMENT LIST-2
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(CONCEPT DESIGN)
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B. PITT
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B. PITT
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S. JONES
AutoCAD SHX Text /s/ John R. Parrish
AutoCAD SHX Text Chief, Mech/Elec Des. Sec.
GOVERNMENT TESTING LABORATORY - EQUIPMENT LIST-2 SCALE: NONE
MISCELLANEOUS
(CONTINUED)
-THERMOMETER, FIELD
ELE EL88-4462 POCKET DIAL THERMOMETER HAS NO POWER REQUIREMENTS
-THERMOMETER, MIN/MAX
ELE EL88-4610
88-4610 NOT FOUND, 88-4612 HAS NO POWER REQUIREMENT
-RODS, 5/8 X 24-INCH
ELE EL34-0132 N/A
-RODS, 3/8" X 12-INCH
ELE EL34-0134 N/A
3 -OVEN MITTS --- N/A
2 -RUBBER MALLETS ELE EL88-7940 N/A
-FORM OIL, 1 GALLON
--- N/A
100 -SAMPLE MARKING PENS --- N/A
-PLASTIC POLY, 6 MIL, 20' X 100'
--- N/A
100 -WHITE PAINT MARKERS --- N/A
100 -BLACK SHARPIE MARKERS --- N/A
500 -SAMPLE TAGS WITH WIRE TIES --- N/A
-DUCT TAPE, 2" WIDTH
--- N/A
-FLASHLIGHTS, 2 D CELL SIZE,
WATER RESISTANT
--- N/A
12 -D CELL BATTERIES --- N/A
-BUBBLE LEVEL, 8-INCH
--- N/A
-WHEEL BARROW, 5 CU FT
--- N/A
-TAPE MEASURE, 25-FT, 1-INCH
BLADE WIDTH
--- N/A
-PLASTIC BUCKETS, 5-GAL
--- N/A
CONCRETE
TESTING
CONCRETE VIBRATOR, 2
SLUMP CONE (2)
ELE EL 2010 N/A
AIR METER, TYPE B (2)
ELE EL 34-3265 DOES NOT APPEAR TO HAVE POWER REQUIREMENT
AIR METER REPLACEMENT PUMP
(2)
ELE EL 34-3265/10
PUMP ASSEMBLY ACCESSORY, DOES NOT APPEAR TO HAVE POWER
REQUIREMENT
AIR METER CALIBRATOR (1)
HUMBOLDT H-2788 DOES NOT APPEAR TO HAVE POWER REQUIREMENT
RESISTANCE PENETROMETER (1)
FORNEY LA4110 DOES NOT APPEAR TO HAVE POWER REQUIREMENT
SPLIT TENSILE BEARING BAR (2)
ELE EL 37-5572 N/A
RECORDING THERMOMETER (1)
FORNEY 120V W/BATTERY BACKUP
RUBBER MALLET (1)
FORNEY N/A
TAMPING ROD, 5/8-INCH (2)
FORNEY LA-0280 N/A
TAMPING ROD, 3/8-INCH (2)
FORNEY LA-0281 N/A
TROWEL (1)
FORNEY N/A
STRAIGHT EDGE (1)
FORNEY N/A
CAPPING FIXTURE FORNEY LA-0101 N/A
PLASTIC CYLINDER MOLDS,
6X12-INCH
FORNEY LA-0211-01 N/A
CYLINDER STRIPPING TOOL (2)
FORNEY LA-0214-T N/A
-PLATEN FOR 6X12-INCH
CYLINDERS
ELE EL37-5500 N/A
-HARDENED STEEL DISKS,
N/A
3/4 TO 1-INCH THICK,
N/A
2-1/2", 3-1/2", 4", AND 6" DIAMETERS
--- N/A
-NEOPRENE PADS, 50 HARDNESS
BUCKET,
FORNEY LA-0149-02 N/A
-NEOPRENE PADS, 60 HARDNESS
FORNEY LA-0149 N/A
-NEOPRENE PADS, 70 HARDNESS
FORNEY LA-0149-01 N/A
-RETAINING RINGS FOR
UN-BONDED CAPS -YIELD BUCKET,
FORNEY LA-0148 N/A
-YIELD BUCKET, 1/2 FT3
ELE EL 34-2862 N/A
AutoCAD SHX Text
ISABELLA LAKE DAM
AutoCAD SHX Text
DAM SAFETY MODIFICATION PROJECT PHASE II
AutoCAD SHX Text
PN 145952
AutoCAD SHX Text
ISABELLA LAKE
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CALIFORNIA
AutoCAD SHX Text 0506 E-603
AutoCAD SHX Text
GOVERNMENT TESTING LABORATORY
AutoCAD SHX Text
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NOV 2016
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KE1-25-0506
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100% ATR SUBMITTAL
AutoCAD SHX Text
806E-603XXX.DWG
AutoCAD SHX Text 12/16/2016
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AS NOTED
AutoCAD SHX Text Dwg scale:
AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
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AutoCAD SHX Text US Army Corps
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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LABORATORY EQUIPMENT LIST-3
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(CONCEPT DESIGN)
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B. PITT
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B. PITT
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S. JONES
AutoCAD SHX Text /s/ John R. Parrish
AutoCAD SHX Text Chief, Mech/Elec Des. Sec.
GOVERNMENT TESTING LABORATORY - EQUIPMENT LIST-3 SCALE: NONE
CONCRETE
COMPRESSION
TEST MACHINE
ELE 36-0718/02 OVERALL DIMENSIONS 19" X 30" X 42" 220-240V 50/60HZ 1PH. ?A
COMPRESSO-MET
ER-EXTENSOMETE
R -COMPRESSION
TEST MACHINE
HUMBOLDT H-2912
IF W/DIGITAL INDICATOR OR LSCT TRANSDUCER ASSUME 120V 60HZ
SMALL POWER REQUIREMENT
STONE/
CONCRETE SAW,
16-IN DIAMETER
IMER MS500 OVERALL DIMENSION 28"X62"X62"
IF ELECTRIC ENGINE, 5.5HP 230V 60HZ 1PH., IF GAS ENGINE ON
EXTERNAL POWER REQUIREMENT?
HYDROMETER
ELE 151H DOES NOT APPEAR TO HAVE POWER REQUIREMENT
ELE 152H DOES NOT APPEAR TO HAVE POWER REQUIREMENT
HAMILTON BLENDER
13.0 AMPS WORST CASE 120V 60HZ 1PH. (NO SPECIFIC MODEL
NUMBER CITED)
CALIPER
FOWLER PRO-MAX 5225 N/A
SCHERR-TUMICO N/A N/A
ELE EL88-8050 ELE EL88-8050 N/A
SLUMP CONE N/A N/A N/A
SAND CONE SOILSTEST N/A N/A
MOLD & TAMPER
(ASTM C128)
SOILSTEST N/A N/A
AIR METER ELE TYPE B DOES NOT APPEAR TO HAVE POWER REQUIREMENT
UNIT WEIGHT
BUCKET
UBW N/A N/A N/A
SAND BUCKET N/A N/A N/A
AIR METER ELE TYPE B DOES NOT APPEAR TO HAVE POWER REQUIREMENT
SAND
EQUIVALENT
GILSON N/A
DIGITAL COUNTER, SE-2B MODEL HAS 1/8HP DC SEALED GEAR
MOTOR
ORGANIC
IMPURITIES
ELE N/A N/A
AutoCAD SHX Text
ISABELLA LAKE DAM
AutoCAD SHX Text
DAM SAFETY MODIFICATION PROJECT PHASE II
AutoCAD SHX Text
PN 145952
AutoCAD SHX Text
ISABELLA LAKE
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text 0506 E-604
AutoCAD SHX Text
GOVERNMENT TESTING LABORATORY
AutoCAD SHX Text
AutoCAD SHX Text
NOV 2016
AutoCAD SHX Text
KE1-25-0506
AutoCAD SHX Text
100% ATR SUBMITTAL
AutoCAD SHX Text
806E-604XXX.DWG
AutoCAD SHX Text 12/16/2016
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AS NOTED
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AutoCAD SHX Text File name:
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SACRAMENTO, CALIFORNIA
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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SACRAMENTO DISTRICT
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IN-HOUSE DESIGN
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1325 'J' STREET
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SACRAMENTO, CA 95814-2922
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LABORATORY EQUIPMENT LIST-4
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(CONCEPT DESIGN)
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B. PITT
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B. PITT
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S. JONES
AutoCAD SHX Text /s/ John R. Parrish
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GOVERNMENT TESTING LABORATORY - EQUIPMENT LIST-4 SCALE: NONE
SIEVES
SIZE DIAMETER ---
8 8 N/A
16 8 N/A
30 8 N/A
50 8 N/A
100 8 N/A
200 8 N/A
3" 8 N/A
1.5" 8 N/A
0.75 8 N/A
0.375 8 N/A
4 8 N/A
60 8 N/A
40 8 N/A
12 8 N/A
10 8 N/A
0.75 15X24 N/A
0.375 15X24 N/A
4 15X24 N/A
4" 15X24 N/A
3" 15X24 N/A
2" 15X24 N/A
1.5" 15X24 N/A
1" 15X24 N/A
0.75 15X24 N/A
0.5 15X24 N/A
0.375 15X24 N/A
4 15X24 N/A
#200 WASH8 N/A
#16 WASH 8 N/A
OFFICE:
CHAIRS N/A
TABLE N/A
-WRITE ERASE WHITE BOARD,
LARGE, 4' X 6'
N/A
-WRITE ERASE WHITE BOARD,
SMALL, 2' X 3'
N/A
-WRITE ERASE MARKERS N/A
-FIRST AID KIT N/A
AutoCAD SHX Text
ISABELLA LAKE DAM
AutoCAD SHX Text
DAM SAFETY MODIFICATION PROJECT PHASE II
AutoCAD SHX Text
PN 145952
AutoCAD SHX Text
ISABELLA LAKE
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text 0506 E-605
AutoCAD SHX Text
GOVERNMENT TESTING LABORATORY
AutoCAD SHX Text
AutoCAD SHX Text
NOV 2016
AutoCAD SHX Text
KE1-25-0506
AutoCAD SHX Text
100% ATR SUBMITTAL
AutoCAD SHX Text
806E-605XXX.DWG
AutoCAD SHX Text 12/16/2016
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AS NOTED
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AutoCAD SHX Text Plot date:
AutoCAD SHX Text File name:
AutoCAD SHX Text Design file no:
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SACRAMENTO, CALIFORNIA
AutoCAD SHX Text
CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Designed by:
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AutoCAD SHX Text Spec No.:
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AutoCAD SHX Text Sacramento District
AutoCAD SHX Text US Army Corps
AutoCAD SHX Text of Engineers
AutoCAD SHX Text
SACRAMENTO DISTRICT
AutoCAD SHX Text
IN-HOUSE DESIGN
AutoCAD SHX Text
1325 'J' STREET
AutoCAD SHX Text
SACRAMENTO, CA 95814-2922
AutoCAD SHX Text A
AutoCAD SHX Text Border Revised 03/31/05, FCOESHTD2.DWG
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LABORATORY EQUIPMENT LIST-5
AutoCAD SHX Text
(CONCEPT DESIGN)
AutoCAD SHX Text
B. PITT
AutoCAD SHX Text
B. PITT
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S. JONES
AutoCAD SHX Text /s/ John R. Parrish
AutoCAD SHX Text Chief, Mech/Elec Des. Sec.
GOVERNMENT TESTING LABORATORY - EQUIPMENT LIST-5 SCALE: NONE
DISTRIBUTION STATEMENT A
Approved for public release; distribution is unlimited
REQUEST FOR PROPOSAL (RFP)
ISABELLA LAKE - DAM SAFETY MODIFICATION
PROJECT
DAMS AND SPILLWAYS
LAKE ISABELLA, CALIFORNIA
PROJECT NO. 145952
SPECIFICATION NO. 1966
DESIGN FILE NO. KE1-25-0506, KE1-09-0507, KE1-09-0508, KE1-09-
0509, KE1-09-0510, KE1-09-0511, KE1-09-0512, KE1-09-0516, KE1-
09-0517, KE1-09-2018, KE1-13-0521, KE1-09-0524, KE1-09-0525
Isabella Lake DSMP - Dams and Spillways 1966 March 20, 2017
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00.10 WORK AND SITE ACCESS RESTRICTIONS
01 22 00 MEASUREMENT AND PAYMENT
01 32 01 PROJECT SCHEDULE
01 32 23 SURVEY AND LAYOUT DATA
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00 QUALITY CONTROL
01 45 00.10 QUALITY CONTROL SYSTEM (QCS)
01 45 35 SPECIAL INSPECTIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 53 29 TEMPORARY AGGREGATE PROCESSING PLANT
01 57 20 ENVIRONMENTAL PROTECTION
01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL
01 58 00 PROJECT IDENTIFICATION
01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS
01 71 10 MOBILIZATION AND DEMOBILIZATION
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
02 41 00.16 DEMOLITION FOR RECREATIONAL SITES
02 41 13.26 PIPELINE ABANDONMENT
02 82 13 ASBESTOS ABATEMENT
02 83 13 LEAD IN CONSTRUCTION
02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs
AND MERCURY
DIVISION 03 - CONCRETE
03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING
03 15 00 CONCRETE ACCESSORIES
03 20 00 CONCRETE REINFORCING
03 30 00 CAST-IN-PLACE CONCRETE
03 30 53.16 MISCELLANEOUS CAST-IN-PLACE CONCRETE FOR RECREATIONAL
SITES
03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS
03 35 00 CONCRETE FINISHING
03 37 13 SHOTCRETE
03 39 00 CONCRETE CURING
03 40 00 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE
CONSTRUCTION
03 52 16.23 LIGHTWEIGHT CELLULAR CONCRETE
DIVISION 05 - METALS
05 05 23 WELDING, STRUCTURAL
05 12 00 STRUCTURAL STEEL
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
PROJECT TABLE OF CONTENTS Page 1
05 50 14 STRUCTURAL METAL FABRICATIONS
05 50 14.16 STRUCTURAL METAL FABRICATIONS FOR RECREATIONAL SITES
05 51 00 METAL STAIRS
05 52 00 METAL RAILINGS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 14 00 WOOD DOORS
08 71 00 DOOR HARDWARE
DIVISION 09 - FINISHES
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 14 53.16 TRAFFIC SIGNAGE FOR RECREATIONAL SITES
DIVISION 13 - SPECIAL CONSTRUCTION
13 34 19 METAL BUILDING SYSTEMS
13 34 23.16 PRE-ENGINEERED BUILDINGS FOR RECREATIONAL SITES
13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT
13 48 00.13 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT
DIVISION 14 - CONVEYING EQUIPMENT
14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
DIVISION 26 - ELECTRICAL
26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 20 00.16 INTERIOR DISTRIBUTION SYSTEM FOR RECREATIONAL SITES
26 28 01.16 COORDINATED POWER SYSTEM PROTECTION FOR RECREATIONAL SITES
26 31 00.16 SOLAR PHOTOVOLTAIC (PV) COMPONENTS FOR RECREATIONAL SITES
26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)
26 51 00.16 INTERIOR LIGHTING FOR RECREATIONAL SITES
26 56 00.16 EXTERIOR LIGHTING FOR RECREATIONAL SITES
DIVISION 27 - COMMUNICATIONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
PROJECT TABLE OF CONTENTS Page 2
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 00 00.16 EARTHWORK FOR RECREATIONAL SITES
31 05 19.16 GEOTEXTILE FOR RECREATIONAL SITES
31 05 19.27 GEOCOMPOSITE STRIP DRAIN
31 05 22 GEOTEXTILES USED AS FILTERS
31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING
31 09 13.11 AUTOMATED DATA ACQUISITION SYSTEM
31 09 15 EARTH EMBANKMENT AND EARTH FOUNDATION DRILLING
REQUIREMENTS
31 11 00.16 CLEARING AND GRUBBING FOR RECREATIONAL SITES
31 11 13 CLEARING, GRUBBING AND STRIPPING
31 23 16 EXCAVATION
31 23 16.19 DRILLING AND BLASTING IN THE DRY
31 23 19.13 DEWATERING
31 23 19.16 DEWATERING FOR RECREATIONAL SITES
31 33 15 ROCK REINFORCEMENT
31 60 00 FOUNDATION PREPARATION
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS
32 01 19.16 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS FOR RECREATIONAL SITES
32 05 33.16 LANDSCAPE ESTABLISHMENT FOR RECREATIONAL SITES
32 11 23.11 AGGREGATE BASE COURSE
32 11 23.16 AGGREGATE BASE COURSE FOR RECREATIONAL SITES
32 12 10.13 BITUMINOUS TACK COATS
32 12 10.16 BITUMINOUS TACK COATS FOR RECREATIONAL SITES
32 12 17 HOT MIX BITUMINOUS PAVEMENT
32 12 17.16 HOT MIX BITUMINOUS PAVEMENT FOR RECREATIONAL SITES
32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE
FACILITIES
32 13 13.16 PORTLAND CEMENT CONCRETE PAVEMENT FOR RECREATIONAL SITES
32 15 00 AGGREGATE SURFACE COURSE
32 16 13.16 CONCRETE SIDEWALKS AND CURBS AND GUTTERS FOR RECREATIONAL
SITES
32 17 23.16 PAVEMENT MARKINGS FOR RECREATIONAL SITES
32 17 24 PAVEMENT MARKINGS
32 31 13 CHAIN LINK FENCES AND GATES
32 34 13 FABRICATED PEDESTRIAN BRIDGES
32 92 19.16 SEEDING FOR RECREATIONAL SITES
32 92 33 GRASS SEEDING AND EROSION CONTROL
32 93 00.16 EXTERIOR PLANTS FOR RECREATIONAL SITES
DIVISION 33 - UTILITIES
33 11 00 WATER DISTRIBUTION
33 11 00.16 WATER DISTRIBUTION FOR RECREATIONAL SITES
33 20 00 WATER WELLS
33 29 13 EXPLORATION, INSTRUMENT, WELL, AND PIEZOMETER HOLE
ABANDONMENT
33 30 00.16 SANITARY SEWERS FOR RECREATIONAL SITES
PROJECT TABLE OF CONTENTS Page 3
33 31 23 SANITARY SEWAGE FORCE MAIN PIPING
33 40 00 STORM DRAINAGE UTILITIES
33 40 00.16 STORM DRAINAGE UTILITIES FOR RECREATIONAL SITES
33 46 16 SUBDRAINAGE SYSTEM
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 71 02.16 UNDERGROUND ELECTRICAL DISTRIBUTION FOR RECREATIONAL SITES
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
35 31 10 TURBIDITY CONTROL
35 42 38 STONE PROTECTION
35 73 13 EMBANKMENT FOR EARTH DAMS
DIVISION 40 - PROCESS INTERCONNECTIONS
40 05 13.96 WELDING PROCESS PIPING
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
41 22 23.19 HOISTS
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 4
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 00 00
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 PAYMENT
1.2 REFERENCES
1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS
CONTRACTS
1.4 SUBMITTALS
1.5 SCRAP MATERIAL
1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE
1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY
1.8 TEMPORARY ELECTRIC WIRING
1.8.1 Construction Equipment
1.8.2 Circuit Protection
1.9 UTILITIES
1.10 GENERAL SAFETY REQUIREMENTS
1.10.1 General
1.10.2 The Prime Contractor's Superintendent
1.10.3 Activity Hazard Analysis
1.10.4 Violations
1.10.5 Fire Prevention
1.10.5.1 Inspections
1.10.6 Recordkeeping/Reporting Requirements
1.10.7 Accident Reporting
1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES
1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
1.13 EQUIPMENT DATA FORM
1.14 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)
1.15 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS
1.16 HAZARDOUS NOISE AREA
1.17 BID ITEM OVERRUN
1.18 COLOR SCHEME FOR CONTRACTOR FACILITIES
1.19 WARRANTY OF CONSTRUCTION
1.20 NON CONTRACT WORK
1.21 DAMAGE TO ROADS
1.21.1 Documentation Regarding Potential Damage to Access Routes
1.21.1.1 Preconstruction Access Road Survey
1.21.1.2 Postconstruction Access Road Survey
1.22 PLANT LAYOUT DRAWINGS
1.23 INSPECTION
1.24 FINAL EXAMINATION AND ACCEPTANCE
1.25 ENVIRONMENTAL LITIGATION
PART 2 PRODUCTS
2.1 GOVERNMENT FURNISHED MATERIALS
01 00 00 - 1
PART 3 EXECUTION
3.1 AFTER AWARD DOCUMENTS
ATTACHMENTS:
CESPK FORM 450
-- End of Section Table of Contents --
01 00 00 - 2
SECTION 01 00 00
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 PAYMENT
No separate payment will be made for the work covered under this section and all costs in connection therewith will be considered a subsidiary obligation.
1.2 REFERENCES
The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 70 (2017) National Electrical Code
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
ER 415-1-15 (1989) Construction Time Extensions for Weather
U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)
CESPK FORM 450 (1992) Contractor Equipment Data Sheet
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses
29 CFR 1910 Occupational Safety and Health Standards
29 CFR 1926 Safety and Health Regulations for Construction
1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS
In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS
222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:
01 00 00 - 3
Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx
Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/
Department of Veterans Affairs-VOW to Hire Heros Act http://benefits.va.gov/vow/
Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html
U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/
Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf
1.4 SUBMITTALS
Government approval is required for all submittals with a "G" designation;
submittals not having a designation are for information only. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
Preconstruction Quantity Survey Plan; G
Preconstruction Access Road Survey
Postconstruction Access Road Survey
Activity Hazard Analysis
Qualifications for Safety and Health Person(s); G
SD-11 Closeout Submittals
Worker's Compensation Claims
Submit written summary of worker's compensation claims filed by workers on the project at the 50 percent and 100 percent points of project completion.
1.5 SCRAP MATERIAL
Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.
1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE
Prior to completion of the contract, obtain and furnish to the Contracting Officer written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to
01 00 00 - 4 the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.
1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY
At the request of the Contracting Officer, promptly furnish and cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.
1.8 TEMPORARY ELECTRIC WIRING
1.8.1 Construction Equipment
In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Secure temporary wiring above the ground or floor in a workmanlike manner and not present an obstacle to persons or equipment.
Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.
1.8.2 Circuit Protection
In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and be properly grounded.
Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.
1.9 UTILITIES
Unless indicated otherwise on Contract drawings, it is anticipated that pole lines, signs, pipelines and private improvements that would interfere with or are to be replaced by new construction will be removed to new locations by the owners in advance of construction operations. Notify the Contracting Officer at least 30 days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Take care to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the contract will be made under the applicable CONTRACT CLAUSES, Section 00 73 00.
01 00 00 - 5
1.10 GENERAL SAFETY REQUIREMENTS
1.10.1 General
For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1, (see Contract Clauses, Section 00 73 00, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.
1.10.2 The Prime Contractor's Superintendent
The Prime Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.
1.10.3 Activity Hazard Analysis
Based on the construction schedule, submit a activity hazard analysis of each major phase of work prior to entering that phase of activity. The analysis must include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent must take active participation in the Job Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting must be held with Prime Contractor, Government, and affected subcontractor to review the Activity Hazard Analysis. In addition, job site meetings must be held to indoctrinate foreman and workers on details of this analysis.
1.10.4 Violations
If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action must be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.
1.10.5 Fire Prevention
Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, locate all combustibles at least 35 feet horizontally from the work site. Where such location is impracticable, protect combustibles with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor must be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Do not allow any welding/cutting or open flame operations in facilities that are protected by a wet pipe fire sprinkler or an automatic detection system, if the system is out of service. First priority of work will be to return the suppression/detection system to operational condition. Return the fire detection and/or suppression system back to an operational status (if possible) during periods that the facility is unoccupied, and at the end of the work day. Post a fire guard for a 24 hour period (or certify to the Fire Department that the facility
01 00 00 - 6 is safe) after welding, cutting, and open flame operations in a facility when: (a) fire detection and suppression system can not be returned to service; (b) fire detection or suppression systems do not exist. Other fire prevention precautions must be in accordance with the latest National Fire Codes.
1.10.5.1 Inspections
All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.
1.10.6 Recordkeeping/Reporting Requirements
On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1, 01.D.04.
1.10.7 Accident Reporting
In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 50% point and 100% of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors. The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.
1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES
All utility outages and street closures must be of as short a duration as possible and be scheduled as far in advance as possible with the Contracting Officer, in no case less than 14 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations.
Power outages must be limited to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. Schedule all outages and street closures as far in advance as possible with the Contracting Officer and in no case less than 14days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage.
Strictly observe such schedules and will be held responsible for any violations.
1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:
01 00 00 - 7
a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.
b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.
The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.
MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS
WORK DAYS BASED ON (5) DAY WORK WEEK
STATE CALIFORNIA
INSTALLATION/NOAA STATION KERN RIVER PH3
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
5 5 5 2 1 0 1 1 1 1 3 4
Upon execution of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.
Refer to ER 415-1-15.
1.13 EQUIPMENT DATA FORM
In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00 73 00, furnish CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and submit these forms with the modification proposals. A sample form is at the end of this section.
1.14 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)
a. Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this Contract except as stated in Sections 01 35 26
GOVERNMENTAL SAFETY REQUIREMENTS, 31 00 00 EARTHWORK, 32 11 23.11
AGGREGATE BASE COURSE,and 32 15 00 AGGREGATE SURFACE COURSE. Conduct testing for official results as specified in Sections 01 35 26
GOVERNMENTAL SAFETY REQUIREMENTS31 00 00 EARTHWORK, 32 11 23.11
AGGREGATE BASE COURSE,and 32 15 00 AGGREGATE SURFACE COURSE of this contract. If the Contractor proposes to use meters containing radioactive materials to obtain unofficial results for his own convenience, adhere to the following requirements:
b. In accordance with 06.E of EM 385-1-1, obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on the project site. Obtain the service permit from the
01 00 00 - 8 appropriate through the Contracting Officer. The Contractor should notify the Contracting Officer during the pre-work conference if a radiation producing device will be utilized on the project site in order to determine the permit application requirements, and allow a lead time of 45 days for obtaining a permit.
c. The Contractor is responsible for providing a copy of any Nuclear Regulatory Commission (NRC) licenses per the Code of Federal Regulations 10 CFR "Energy" for all radioactive sources brought onto the project site by the Contractor and/or subcontractors. Provide these licenses to the Contracting Officer, before the radioactive sources is allowed on the project site.
1.15 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS
a. Full-time, on-site, safety coverage by contractors must be required for the life of the contract.
b. Meet the following conditions:
(1) Employ, to cover all hours of work at the project site(s), at least one safety and health person to manage the Contractor's safety program; duties which are not germane to the safety program must not be assigned to this person(s). The principal safety and health person must report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) must have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) must not abrogate the safety and health responsibilities of other personnel.
(2) Qualifications for Safety and Health Person(s).
(a) Safety and Health Person(s) must have a degree in engineering or safety in at least a four year program from an accredited school and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and have at least one (1) year experience in construction, or--
(b) Safety and Health Person(s) must have legal registration as a Professional Engineer or a Certified Safety Professional and have been engaged in safety and occupational health for at least…
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