W912QR19R0011_CivilSheets-0004.pdf
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- Attached to
- D/B WESTERN MATOC
- Solicitation number
- W912QR19R0011
About this file
This solicitation requests proposals for multiple indefinite-delivery, indefinite-quantity task order contracts for design-build and design-bid-build construction and renovation projects within the Western Region of the Louisville District of the U.S. Army Corps of Engineers. The scope includes Arizona, California, Colorado, Hawaii, Idaho, Iowa, Kansas, Minnesota, Missouri, Montana, Nebraska, Nevada, New Mexico, North Dakota, Oregon, South Dakota, Utah, Washington, and Wyoming. The North American Industry Classification System code is 236220. The acquisition is a 100% Historically Underutilized Business Zone set-aside. The Army Corps plans to award no less than three and up to seven firm-fixed-price contracts for a ten-year ordering period. The capacity is $70 million per contract. Proposals will be evaluated using best value tradeoff, with consideration given to past performance, technical approach, design/technical, management approach, and price. Discussions are not planned but may be held at the government's discretion.
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BUILDING 11600
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45°
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10" x10
"x1 0"
TEE W/
AND B
LIN
D F
LANGE
NEW 6" WATER LINE
NEW 10" WATER LINE
INSIDE BUILDING 11600
ALL WORK TO BE COMPLETED
CS102
CS103
CS104
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
WORK ON DOCKS 1, 2, 3, 4, 6 AND PUMP HOUSE.
1. SEE FIRE PROTECTION AND ELECTRICAL PLANS FOR
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DOCK 3
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DOCK 1
BUILDING 1069
CONTRACTOR LAYDOWN AREA
W
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For Information Only
45°
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45°
DOCK 6
DOCK 5
90.
00'
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"W
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10" C9
PVC WATER L
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10"
GATE
VALVE
NEW 10" WATER LINE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
NEW WATER LINE
NEW FIRE WATER LINE
CONTRACTOR WORK LIMITS (CWL)
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING STORM SEWER LINE
PAVEMENT REMOVAL AND REPLACEMENT
DEMOLISH ITEM
SECURITY FENCE
TEMPORARY CONSTRUCTION
NEW FIRE HYDRANT
CONSTRUCTION.
SECURITY FENCE AND GATE LOCATION WITH THE COR BEFORE
9. COORDINATE FINAL LAYOUT OF THE TEMPORARY CONSTRUCTION
WITH ALL REGULATORY CODE AND CALTRANS STANDARDS.
8. EARTHWORK, PAVING, AND UTILITY INSTALLATION SHALL CONFORM
UPLIFT CAUSED BY FUTURE TREE GROWTH.
OF 24-INCH DEEP TREE ROOT BARRIERS TO PREVENT DAMAGE OR
NEWLY PLANTED TREES SHALL BE PROTECTED BY THE INSTALLATION
7. NEW OR REPLACEMENT PAVEMENTS ADJACENT TO EXISTING OR
CLASS 2 AGGREGATE BASE ON COMPACTED SUBGRADE (90%).
REPLACED IN-KIND. AT MINIMUM, PROVIDE 2-INCH ASPHALT ON 6-INCH
6. ALL PAVEMENT REMOVED DUE TO UTILITY INSTALLATION SHALL BE
5. MINIMUM COVER FOR ALL UTILITIES IS 36 INCHES.
4. ALL UTILITIES ARE OWNED BY BEALE AIRFORCE BASE
COR AND THE UTILITY OWNER.
CONTRACTOR SHALL COORDINATE ALL UTILITY SHUT-OFFS WITH THE
NOTED, UTILITIES SHALL BE CONSIDERED LIVE AND IN USE. THE
HAVE NOT BEEN IDENTIFIED ON THE PLANS. UNLESS OTHERWISE
EXTREME CAUTION, AS THERE MAY BE EXISTING UTILITIES WHICH
THE CONTRACTOR SHALL CONDUCT EXCAVATION ACTIVITIES WITH
ELEVATION OF ALL POINTS OF CONNECTION TO EXISTING UTILITIES.
AS-BUILT DRAWINGS THE HORIZONTAL COORDINATE AND INVERT
UTILITY LOCATIONS. THE CONTRACTOR SHALL DOCUMENT ON THE
ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
INFORMATION PROVIDED BY BEALE AFB. UTILITY LOCATIONS SHOWN
3. EXISTING UTILITIES SHOWN ARE LOCATED IN PLAN BASED ON
2. THE CONTRACTOR WORK LIMIT IS SHOWN ON SHEET G-003.
REPRESENTATIVE (COR).
CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER
ADDITIONAL MATERIAL STORAGE AREAS ARE REQUIRED, THE
SHALL INCLUDE STORAGE OF CONSTRUCTION MATERIALS. IF
TO THE AREA WITHIN THE CONSTRUCTION LIMITS INDICATED. THIS
1. CONTRACTOR SHALL CONFINE ALL GROUND DISTURBING ACTIVITY
SHEET CS501.
12. CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL F5,
11. NEW FIRE HYDRANT. SEE DETAIL A4, SHEET CS501.
10. REMOVABLE BOLLARD. SEE DETAIL F9, SHEET CS501.
CLASS 12454B.
4" LINE. ALL MATERIALS SHALL CONFORM WITH ASTM D1784,
9. INSTALL NEW 4" PVC SANITARY SEWER LINE. TIE INTO EXISTING
SEE MECHANICAL SHEET P-501 FOR DETAIL.
8. INSTALL ABOVE GROUND WATER METER BACKFLOW PREVENTER.
7. 6' SINGLE SWING GATE.
6. 24' DOUBLE SWING GATE.
SEE SPECIFICATION SECTION 01 50 00 FOR DETAILS
5. 6' TEMPORARY CHAINLINK CONSTRUCTION SECURITY FENCE.
AND P103 FOR PROPOED PIPE SIZE.
WATERLINE. SEE SHEET PD101 FOR EXISTING PIPE SIZES
4. REMOVE EXISTING WATER LINE AND REPLACE WITH NEW
A9/CS501.
NECESSARY TO FACILITATE UTILITY INSTALLATION. SEE DETAIL
3. REMOVE AND REPLACE EXISTING ASPHALT PAVING IN-KIND AS
2. CONNECT TO EXISTING 10-INCH WATER MAIN.
1. PROPOSED WATER LINE.
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0 10' 20' 40'
N
A1
PROPOSED SITE AND UTILITY PLAN
1" = 20 CS102
L
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12" x12 "x1
0"
BUILDING 11600
G
STREET
AND WATER T
ANKS.
FIR
E P
UMP HOUSE
INSIDE BUILDING 11600
ALL WORK TO BE COMPLETED
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
NEW WATER LINE
NEW FIRE WATER LINE
CONTRACTOR WORK LIMITS (CWL)
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING STORM SEWER LINE
PAVEMENT REMOVAL AND REPLACEMENT
DEMOLISH ITEM
SECURITY FENCE
TEMPORARY CONSTRUCTION
NEW FIRE HYDRANT
CONSTRUCTION.
SECURITY FENCE AND GATE LOCATION WITH THE COR BEFORE
9. COORDINATE FINAL LAYOUT OF THE TEMPORARY CONSTRUCTION
WITH ALL REGULATORY CODE AND CALTRANS STANDARDS.
8. EARTHWORK, PAVING, AND UTILITY INSTALLATION SHALL CONFORM
UPLIFT CAUSED BY FUTURE TREE GROWTH.
OF 24-INCH DEEP TREE ROOT BARRIERS TO PREVENT DAMAGE OR
NEWLY PLANTED TREES SHALL BE PROTECTED BY THE INSTALLATION
7. NEW OR REPLACEMENT PAVEMENTS ADJACENT TO EXISTING OR
CLASS 2 AGGREGATE BASE ON COMPACTED SUBGRADE (90%).
REPLACED IN-KIND. AT MINIMUM, PROVIDE 2-INCH ASPHALT ON 6-INCH
6. ALL PAVEMENT REMOVED DUE TO UTILITY INSTALLATION SHALL BE
5. MINIMUM COVER FOR ALL UTILITIES IS 36 INCHES.
4. ALL UTILITIES ARE OWNED BY BEALE AIRFORCE BASE
COR AND THE UTILITY OWNER.
CONTRACTOR SHALL COORDINATE ALL UTILITY SHUT-OFFS WITH THE
NOTED, UTILITIES SHALL BE CONSIDERED LIVE AND IN USE. THE
HAVE NOT BEEN IDENTIFIED ON THE PLANS. UNLESS OTHERWISE
EXTREME CAUTION, AS THERE MAY BE EXISTING UTILITIES WHICH
THE CONTRACTOR SHALL CONDUCT EXCAVATION ACTIVITIES WITH
ELEVATION OF ALL POINTS OF CONNECTION TO EXISTING UTILITIES.
AS-BUILT DRAWINGS THE HORIZONTAL COORDINATE AND INVERT
UTILITY LOCATIONS. THE CONTRACTOR SHALL DOCUMENT ON THE
ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
INFORMATION PROVIDED BY BEALE AFB. UTILITY LOCATIONS SHOWN
3. EXISTING UTILITIES SHOWN ARE LOCATED IN PLAN BASED ON
2. THE CONTRACTOR WORK LIMIT IS SHOWN ON SHEET G-003.
REPRESENTATIVE (COR).
CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER
ADDITIONAL MATERIAL STORAGE AREAS ARE REQUIRED, THE
SHALL INCLUDE STORAGE OF CONSTRUCTION MATERIALS. IF
TO THE AREA WITHIN THE CONSTRUCTION LIMITS INDICATED. THIS
1. CONTRACTOR SHALL CONFINE ALL GROUND DISTURBING ACTIVITY
SHEET CS501.
12. CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL F5,
11. NEW FIRE HYDRANT. SEE DETAIL A4, SHEET CS501.
10. REMOVABLE BOLLARD. SEE DETAIL F9, SHEET CS501.
CLASS 12454B.
4" LINE. ALL MATERIALS SHALL CONFORM WITH ASTM D1784,
9. INSTALL NEW 4" PVC SANITARY SEWER LINE. TIE INTO EXISTING
SEE MECHANICAL SHEET P-501 FOR DETAIL.
8. INSTALL ABOVE GROUND WATER METER BACKFLOW PREVENTER.
7. 6' SINGLE SWING GATE.
6. 24' DOUBLE SWING GATE.
SEE SPECIFICATION SECTION 01 50 00 FOR DETAILS
5. 6' TEMPORARY CHAINLINK CONSTRUCTION SECURITY FENCE.
AND P103 FOR PROPOED PIPE SIZE.
WATERLINE. SEE SHEET PD101 FOR EXISTING PIPE SIZES
4. REMOVE EXISTING WATER LINE AND REPLACE WITH NEW
A9/CS501.
NECESSARY TO FACILITATE UTILITY INSTALLATION. SEE DETAIL
3. REMOVE AND REPLACE EXISTING ASPHALT PAVING IN-KIND AS
2. CONNECT TO EXISTING 10-INCH WATER MAIN.
1. PROPOSED WATER LINE.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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O
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D B
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IS
S
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F
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2 3 4 5 6 7 8 9 10
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US Army Corps
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0 10' 20' 40'
N
A1
1" = 20 CS103
L
A N
N
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O P
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IT
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IT
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CONCRETE
S P
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ASP
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G R
A V
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GRASS
GRASS
NEW 6" WATER LINE
DOCK 6
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
NEW WATER LINE
NEW FIRE WATER LINE
CONTRACTOR WORK LIMITS (CWL)
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING STORM SEWER LINE
PAVEMENT REMOVAL AND REPLACEMENT
DEMOLISH ITEM
SECURITY FENCE
TEMPORARY CONSTRUCTION
NEW FIRE HYDRANT
CONSTRUCTION.
SECURITY FENCE AND GATE LOCATION WITH THE COR BEFORE
9. COORDINATE FINAL LAYOUT OF THE TEMPORARY CONSTRUCTION
WITH ALL REGULATORY CODE AND CALTRANS STANDARDS.
8. EARTHWORK, PAVING, AND UTILITY INSTALLATION SHALL CONFORM
UPLIFT CAUSED BY FUTURE TREE GROWTH.
OF 24-INCH DEEP TREE ROOT BARRIERS TO PREVENT DAMAGE OR
NEWLY PLANTED TREES SHALL BE PROTECTED BY THE INSTALLATION
7. NEW OR REPLACEMENT PAVEMENTS ADJACENT TO EXISTING OR
CLASS 2 AGGREGATE BASE ON COMPACTED SUBGRADE (90%).
REPLACED IN-KIND. AT MINIMUM, PROVIDE 2-INCH ASPHALT ON 6-INCH
6. ALL PAVEMENT REMOVED DUE TO UTILITY INSTALLATION SHALL BE
5. MINIMUM COVER FOR ALL UTILITIES IS 36 INCHES.
4. ALL UTILITIES ARE OWNED BY BEALE AIRFORCE BASE
COR AND THE UTILITY OWNER.
CONTRACTOR SHALL COORDINATE ALL UTILITY SHUT-OFFS WITH THE
NOTED, UTILITIES SHALL BE CONSIDERED LIVE AND IN USE. THE
HAVE NOT BEEN IDENTIFIED ON THE PLANS. UNLESS OTHERWISE
EXTREME CAUTION, AS THERE MAY BE EXISTING UTILITIES WHICH
THE CONTRACTOR SHALL CONDUCT EXCAVATION ACTIVITIES WITH
ELEVATION OF ALL POINTS OF CONNECTION TO EXISTING UTILITIES.
AS-BUILT DRAWINGS THE HORIZONTAL COORDINATE AND INVERT
UTILITY LOCATIONS. THE CONTRACTOR SHALL DOCUMENT ON THE
ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
INFORMATION PROVIDED BY BEALE AFB. UTILITY LOCATIONS SHOWN
3. EXISTING UTILITIES SHOWN ARE LOCATED IN PLAN BASED ON
2. THE CONTRACTOR WORK LIMIT IS SHOWN ON SHEET G-003.
REPRESENTATIVE (COR).
CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER
ADDITIONAL MATERIAL STORAGE AREAS ARE REQUIRED, THE
SHALL INCLUDE STORAGE OF CONSTRUCTION MATERIALS. IF
TO THE AREA WITHIN THE CONSTRUCTION LIMITS INDICATED. THIS
1. CONTRACTOR SHALL CONFINE ALL GROUND DISTURBING ACTIVITY
SHEET CS501.
12. CONCRETE FILLED STEEL PIPE BOLLARD. SEE DETAIL F5,
11. NEW FIRE HYDRANT. SEE DETAIL A4, SHEET CS501.
10. REMOVABLE BOLLARD. SEE DETAIL F9, SHEET CS501.
CLASS 12454B.
4" LINE. ALL MATERIALS SHALL CONFORM WITH ASTM D1784,
9. INSTALL NEW 4" PVC SANITARY SEWER LINE. TIE INTO EXISTING
SEE MECHANICAL SHEET P-501 FOR DETAIL.
8. INSTALL ABOVE GROUND WATER METER BACKFLOW PREVENTER.
7. 6' SINGLE SWING GATE.
6. 24' DOUBLE SWING GATE.
SEE SPECIFICATION SECTION 01 50 00 FOR DETAILS
5. 6' TEMPORARY CHAINLINK CONSTRUCTION SECURITY FENCE.
AND P103 FOR PROPOED PIPE SIZE.
WATERLINE. SEE SHEET PD101 FOR EXISTING PIPE SIZES
4. REMOVE EXISTING WATER LINE AND REPLACE WITH NEW
A9/CS501.
NECESSARY TO FACILITATE UTILITY INSTALLATION. SEE DETAIL
3. REMOVE AND REPLACE EXISTING ASPHALT PAVING IN-KIND AS
2. CONNECT TO EXISTING 10-INCH WATER MAIN.
1. PROPOSED WATER LINE.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
R
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F
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2 3 4 5 6 7 8 9 10
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0 10' 20' 40'
N
A1
1" = 20 CS104
L
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N
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CUT
SAW
(TYP.)
TACK COAT
12"
SUBBASE
BASE AND/OR
EXISTING
WIDTH
TRENCH
NOTE:
NEW ASPHALT.
AND REPLACE WITH
PVMT. AS SHOWN
REMOVE EXIST.
COURSE
EXIST. SURFACE
CUT
SAW
12"
SUBBASE
AND/OR
EXIST. BASE
1 1
EXISTING
MATCH
A9
PAVEMENT REPLACEMENT FOR TRENCHING DETAIL
NTS
D9
PIPE BEDDING DETAIL
NTS
MATERIAL
GRANULAR
SELECT
FOR SAFETY
SLOPE AS REQUIRED
D
6"
12"
12"
8" 8"OD
W
DETAIL
SEE PIPE BEDDING
TRENCH BACKFILL
COURSE
EXIST. SURFACE
HAND-TAMPED BACKFILL
STANDARD SPECIFICATIONS.
2. BACKFILL AND GRANULAR MATERIAL SHALL BE SELECTED AND INSTALLED PER CALTRANS HIGHWAY DESIGN MANUAL
1. MAXIMUM TRENCH WIDTH "W" TAKEN AT TOP OF PIPE.
NOTES:
STANDARD SPECIFICATIONS.
3. BEALE AFB IS CONSIDERED TO BE IN THE INLAND VALLEY REGION CLASSIFICATION FOR CALTRANS HIGHWAY DESIGN MANUAL
CALTRANS HIGHWAY DESIGN MANUAL STANDARD SPECIFICATIONS.
2. PAVEMENT REMOVED SHALL BE REPLACED IN KIND. ASPHALT BINDER SHALL BE PG64-10. PAVEMENT SHALL BE PER
1. DEPTH OF INSTALLATION MAY REQUIRE SLOPES TO BE LAID BACK, INCREASING WIDTH.
F9
REMOVABLE BOLLARD DETAIL
NTS
DIMENSION AND DEPTH PER MFTR.
GALVANIZED GROUND SLEEVE.
RESISTANCE
RUST AND CORROSION
SAFETY YELLOW FOR
PRIMED AND PAINTED
6.625" O.D. MIN. STEEL
BY OTHERS
PADLOCK
BOLLARD REMOVED
FASTENER WHEN
SECURED W /
MTD AND CLOSED.
LID HINGED. FLUSH
STAINLESS STEEL
RECOMMENDATIONS
PER MANUFACTURER
AND REINFORCEMENT
FOOTING DIMENSIONS
4000 PSI CONCRETE
3. REMOVABLE BOLLARD SHALL HAVE 2 PERMANENT HANDLES.
SHALL BE PAD MOUNTED AND LOCATED AS SHOWN ON THE PLAN.
REQUIRED FOR INSTALLATION WITH THE PLAN. STORAGE RACK
STORAGE RACK AND VERIFY MOUNTING SPACE AND DIMENSIONS
2. THE CONTRACTOR SHALL PROVIDE COORDINATING BOLLARD
ASSUME 4'-0" X 1'-6" FOR BIDDING PURPOSES.
SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS.
1. * REMOVABLE BOLLARD FOUNDATION SYSTEM AND SLEEVE
NOTES:
CONC. CAP
TRAFFIC YELLOW)
(PAINT WITH 2 COATS
CONCRETE
PIPE FILLED WITH
6" SCH.40 STEEL
(M
IN
6"6"
6"
F5
PIPE BOLLARD DETAIL
CONCRETE-FILLED STEEL
NTS
A4
NEW FIRE HYDRANT
NTS
THOROUGHLY COMPACTED
DRAIN POCKET -
GRAVEL OR CRUSHED ROCK
1'-6"1'-6"
1'-6"
CONNECTION
BOX FOR EACH HYDRANT
WITH CI ROADWAY VALVE
PROVIDE 6" GATE VALVE
BURY 2'-6"
MIN. DEPTH OF
FINISHED GRADE
2-2 1/2" HOSE OUTLETS
2'-0" MIN. FROM SIDEWALK
CURB. 7'-0" MAX.
ROADWAY SHOULDER OR
3'-0" MIN. FROM EDGE OF
1'-6" 1'-6"
1'- 4"
GRAVEL DRAIN POCKET
CRUSHED ROCK OR
CONCRETE BLOCKING
4 1/2" PUMPER
CONNECTION
FACING ROAD
LEAVE HYDRANT DRAIN OPEN
COMPACTED OR
UNDISTURBED GROUND
CONC. BLOCK
CAST IN PLACE
1'-6"
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