Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_5.pdf
PDF 5 MB Posted
- Attached to
- Repair Sewage Distribution System Phase 1
- Solicitation number
- FA301019RA025-RepairSewageDistributionSystemPhase1
About this file
This solicitation seeks proposals for repairing the sewage distribution system at Keesler Air Force Base in Biloxi, Mississippi. The work includes furnishing labor, equipment, materials, and performing operations to repair or replace major sanitary lines across the base as specified in the statement of work and drawings. This is a Historically Underutilized Business Zones set aside utilizing Performance Price Trade-off procedures, open only to certified HUBZone small businesses. The North American Industry Classification System code is 237110 for utility system construction, with a size standard of $39.5 million. The magnitude of proposed construction is estimated between $1 million and $5 million. The solicitation package will be posted on October 15, 2019 at FedBizOpps.gov with a closing date of November 14, 2019. The contract performance period will be 360 days after notice to proceed. Interested parties must register in the System for Award Management to be eligible for award. The point of contact for questions is the contracting specialist and officer listed. Funding is not presently available and no award will be made until funds are allocated.
Attachment 1 - Repair Sanitary Sewer DWG Part 5.
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Text version
DRAWN
CHECKED
DATE
SCALE
JOB NO.
REVISIONS BY
TLT
LCR
07-06-10
N.T.S.
P-10.03
SHEET SB_02
B-13
NOT PERFORMED
SEE REPORT
DATE
SCALE
07-06-10
N.T.S.
SHEET SB_03
B-17
NOT PERFORMED
SEE REPORT
DATE
SCALE
JOB NO.
P R
O J E
C T
T
IT
L E
P la n n in g
S u rv e y in g
D e s ig n
H o w a r d
A v e n u e
B i l o x i
M i s s i s s i p p i
07-06-10
N.T.S.
P-10.03
R u m s e y C o n s u lt in g E n g in e e ri n g In c
R
EP
A
IR
S
EW
A G
E D
IS
TR
IB
U
TI
O
N S
Y
ST
EM
PH
A
SE
K E
E S
L E
R A
IR
F
O R
C E
B A
S E
B
IL
O
X I, M S
SHEET TC_01
MDOT
S = DESIGN SPEED OR 85TH PERCENTILE SPEED IN
L = WS FOR SPEEDS OF 45 mph OR GREATER
L = WS /60 FOR SPEEDS OF 40 mph OR LESS
WHERE: L = MINIMUM LENGTH OF TAPER IN FEET
W = WIDTH OF OFFSET (USUALLY LANE WIDTH) IN FEET
MILES PER HOUR
MINIMUM
LONGITUDINAL
BUFFER SPACE
(ft)
TAPER
RATES
t
NOTE: TAPER RATES ARE DETERMINED USING THE FOLLOWING EQUATIONS:t
ALONG
LANE LINE &
WORK ZONE
MAXIMUM
CHANNELIZING
DEVICE SPACING
(ft)
TAPER
mph
<40
27:1
45:1
50:1
55:1
60:1
65:1
70:1
POSTED SPEED
AND/OR
DESIGN SPEED
FLAGGER
CHANNELIZING DEVICES
LEGEND
W -4
(A H
E A
D
W -1
(A H
E A
D
W -7
A
W -7
(A H
E A
D
O R
LONG.
BUFFER
SPACE
WORK ZONEL500’500’500’
CHANNELIZING
DEVICES
500’ 500’ 500’
100’
W20-1
36" x 36"
ROAD
W20-1
36" x 36"
1500 FT
ROAD
W20-1
36" x 36"
1000 FT
ROAD
W20-1
36" x 36"
500 FT
ROAD
AHEAD
CONSTRUCTION
END
G20-2
60" x 24"
60" X 30"
WORK WORK WORK WORK
ROAD CLOSED
TO
THRU TRAFFIC
R11-4
DRUM STYLE
CHANNELIZATION DEVICE
DETOUR
WIDTH OF RAIL
LENGTH OF RAIL
WIDTH OF STRIPE
HEIGHT
TYPE OF FRAME
2 (ONE EACH DIRECTION)
LIGHT
BARRICADE CHARACTERISTICS
NUMBER OF
REFLECTORIZED
RAIL FACES
3 IF FACING TRAFFIC
IN ONE DIRECTION
6 IF FACING TRAFFIC
IN TWO DIRECTIONS
POST OR SKID
IIII
24" MIN.
36" MIN.
1. FOR RAILS LESS THAN 36" LONG, 4" WIDE STRIPES MAY BE USED.
8" MIN. - 12" MAX. 8" MIN. - 12" MAX.
6" 6"
48" MIN.
60" MIN.
ROAD CLOSED
TO
THRU TRAFFIC
DETOUR
ROAD
CLOSED
36" x 36"
W20-4
AHEAD
ROAD
ONE LANE
TYPE I
TYPE III
BARRICADE CLOSING A ROAD
GENERAL NOTES:
1. CONSTRUCTION SIGNING, TRAFFIC CONTROL DEVICES AND DETAILS
SHALL BE AS OUTLINED ON THESE DRAWINGS AND AS PER MUTCD
2. THE LOCATION OF CHANNELIZING DEVICES AND THE WORK AREA
LAYOUT SHALL BE BASED ON THE CRITERIA IN THE FOLLOWING TABLE:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
REFLECTORIZED WHITE
REFLECTORIZED ORANGE
M
IN
18" MIN.
DIA.
BARRICADES NOTES:
A TYPE I BARRICADE CONSISTS OF ONE (1) HORIZONTAL RAIL SUPPORTED BY A DEMOUNTABLE
FRAME OR A LIGHT "A" FRAME. A TYPE I BARRICADE NORMALLY WOULD BE USED ON
CONVENTIONAL ROADS OR URBAN STREETS AND ARTERIALS.
TYPE I BARRICADES ARE INTENDED FOR USE WHERE THE HAZARD IS RELATIVELY SMALL AS, FOR
EXAMPLE, ON CITY STREETS, OR FOR THE MORE OR LESS CONTINUOUS DELIMITING OF A
RESTRICTED ROADWAY, OR FOR TEMPORARY DAYTIME USE.
A TYPE III BARRICADE CONSISTS OF THREE (3) HORIZONTAL RAILS SUPPORTED BY FIXED
POSTS, A RIGID SKID, A HEAVY DEMOUNTABLE FRAME OR A HEAVY, HINGED "A" FRAME.
TYPE III BARRICADES ARE INTENDED FOR USE ON CONSTRUCTION AND MAINTENANCE PROJECTS AS
WING BARRICADES AND AT ROAD CLOSURES, WHERE THEY MUST REMAIN IN PLACE
THE MARKING FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE (SLOPING DOWNWARD AT AN
ANGLE OF 45^ IN THE DIRECTION TRAFFIC IS TO PASS).
DO NOT PLACE SANDBAGS OR OTHER DEVICES TO PROVIDE MASS ON THE BOTTOM RAIL THAT WILL
BLOCK VIEW OF RAIL FACE.
FOR ADDITIONAL INFORMATION OR DETAILS, SEE MUTCH, LATEST EDITION.
"ROAD CLOSED" SIGN SHALL BE 30" X 48" R11-2.
"ROAD CLOSED TO THRU TRAFFIC" SIGN SHALL BE 30" X 60" R11-4.
"DETOUR" SIGN SHALL BE 18" X 48" M4-10 (WHEN NEEDED).
1.
2.
3.
PLASTIC DRUM NOTES:
PLASTIC DRUMS SHALL BE ON END AND USED AS AN EXPEDIENT METHOD FOR TRAFFIC
CHANNELIZATION. THE COLOR AND MARKING OF DRUMS SHALL BE CONSISTENT WITH MARKING
STANDARDS FOR BARRICADE. THE PREDOMINANT COLOR ON DRUMS SHALL BE ORANGE WITH
FOUR (4) REFLECTORIZED, HORIZONTAL, CIRCUMFERENTIAL STRIPES (2 ORANGE & 2 WHITE)
6" WIDE.
DRUMS SHOULD NEVER BE PLACED IN THE ROADWAY WITHOUT WARNING SIGNS.
WHERE PRACTICAL PLASTIC DRUMS SHALL BE PLACED NO CLOSER THAN 3’-0" FROM THE EDGE
OF TRAVELED LANE.
SCALE: N.T.S.
3. ALL CHANNELIZING DEVICES SHALL BE A MINIMUM OF 24" IN HEIGHT
AND SHALL BE REFLECTORIZED FREE STANDING PLASTIC DRUMS.
4. DIAMOND SHAPED TRAFFIC CONTROL SIGNS SHALL BE A MINIMUM OF
48" x 48".
5. WHEN THERE IS NO EXISTING HAZARD OR AT THE END OF THE WORK DAY,
ALL SIGNS SHALL BE COVERED OR REMOVED AND ALL CHANNELIZING
DEVICES SHALL BE MOVED TO THE SHOULDER EDGE.
6. WHERE THE WORK ZONE IS STATIONARY, THE W20-7 (500 FT.) SIGN OR THE
W20-7A SIGN TOGETHER WITH THE W20-7 (500 FT.) SUPPLEMENTAL
PLATE SHOULD BE USED TO INDICATE THE DISTANCE TO THE FLAGGER.
7. WARNING LIGHTS SHOULD BE USED TO MARK CHANNELIZING DEVICES AT
NIGHT AS NEEDED.
8. WORK AREA SIGNS THAT ARE INSTALLED BEFORE TRAFFIC PATTERNS
ARE CHANGED SHOULD BE COVERED, ROTATED OR FOLDED IN HALF
SO DRIVERS CANNOT READ THE MESSAGE.
9. THE CONTRACTOR SHALL FURNISH A SEQUENCE OF OPERATIONS AND
WORK SCHEDULE FOR APPROVAL BY THE ENGINEER.
10. THIS TRAFFIC CONTROL PLAN IS INTENDED TO ILLUSTRATE THE MINIMUM
ACCEPTABLE SIGNS AND DEVICES NEEDED FOR THE MUTCD AND
CONVENIENCE OF THE PUBLIC. CONTRACTOR SHALL PROVIDE ADDITIONAL
SIGNS IF REQUIRED BY THE MUTCD OR AT THE DIRECTION OF THE ENGINEER.
SINGLE LANE CLOSURE
CONSTRUCTION WARNING SIGNS
BARRICADE DETAILS
PLASTIC DRUM DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
DETOUR
MR-10R (L)
48" x 18"
36" x 36"
AHEAD
W20-2
DETOUR
BARRICADE CLOSING A
ROAD TO THROUGH TRAFFIC
12’
T R
A F
F I C
C O
N T
R O
L D
E T
A I L
S H
E E
T
NNN
CALL 2 WORKING DAYS
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
1" = 20’
SHEET RM_01
ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE:
SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
SMH #455
TOP = 20.74’
DISK B169
SMH #1033
TOP = 20.86’
INV NW = 17.34’
INV E = 17.3’
SMH #624
TOP = 21.34’
INV W = 14.44’
INV E = 14.29’
SMH #630
TOP = 21.00’
INV N = 15.07’
INV W = 15.04’
INV E = 14.98’
SMH #1030
TOP = 20.99’
INV S = 15.79’
INV E = 15.81’
SS
S S S
W W W
CONCRETE SIDEWALK
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
ASPHALT
PARKING AREA
ASPHALT PARKING
SMH #455
TOP = 20.74’
DISK B169
SMH #1033
TOP = 20.86’
INV NW = 17.34’
INV E = 17.3’
SMH #624
TOP = 21.34’
INV W = 14.44’
INV E = 14.29’
SMH #630
TOP = 21.00’
INV N = 15.07’
INV W = 15.04’
INV E = 14.98’
SMH #1030
TOP = 20.99’
INV S = 15.79’
INV E = 15.81’
SS
S S S
S S
S
PROP 42 LF 14" DIA
JACK AND BORE
PROP SMH #3
TOP = 21.00’ +/-
INV S = 15.83’
INV E = 14.26’
PROP 124 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #4
TOP = 21.00’ +/-
INV N = 15.14’
INV W = 13.76’
INV E = 13.66’
PROP 272 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP SMH #1
TOP = 20.86’ +/-
INV NW = 17.29’
INV E = 17.12’
PROP 150 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP 370 LF OF 8" DIA
SDR 26 PVC SAN SEWER
@ 0.40%
PROP SMH #2
TOP = 20.74’ +/-
INV W = 16.52’
INV N = 16.47’
S
ABANDON 42 LF OF EXIST
8" SEWER LINE IN PLACE.
PLACE 0.6 CY FLOWABLE FILL.
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
G G G
W W W
CONCRETE SIDEWALK
CONCRETE SIDEWALK
PARKING AREA
ASPHALT
ASPHALT
PARKING AREA
ASPHALT PARKING
NNN
CALL 2 WORKING DAYS
BEFORE EXCAVATION
1-800-227-6477
MISSISSIPPI ONECALL
DRAWN
CHECKED
DATE
SCALE
07-16-10
1" = 20’
SHEET RM_02
ASPHALT REMOVAL
CONCRETE REMOVAL
LINE TO BE REMOVED
LINE TO BE ABANDONED
LEGEND:
NOTE: SEE NOTE 17, MISC WATER/SEWER/DRAINAGE, SHEET GN_01.
TN1018
SMH #606
TOP = 19.82’
INV SE = 11.34’
INV SW = 11.33’
SMH #608
TOP = 20.24’
INV NE = 11.91’
INV W = 11.88’
SMH #613
TOP = 20.64’
INV S =15.97’
INV E = 13.05’
INV NW = 13.05’
SMH #616
TOP = 20.92’
INV W = 13.35’
INV SE = 13.29’
S S
S S
S
CONCRETE SIDEWALK
ASPHALT DRIVE
ASPHALT PARKING
ASPHALT PARKING
TN1018
SMH #606
TOP = 19.82’
INV SE = 11.34’
INV SW = 11.33’
SMH #608
TOP = 20.24’
INV NE = 11.91’
INV W = 11.88’
SMH #613
TOP = 20.64’
INV S =15.97’
INV E = 13.05’
INV NW = 13.05’
SMH #616
TOP = 20.92’
INV W = 13.35’
INV SE = 13.29’
SMH #603
TOP = 19.91’
INV W = 10.94’
INV E = 10.86’
S S
S S
S
S
CONTRACTOR TO USE CAUTION WHEN
WHEN EXCAVATING UTILITY LINES - DEPTH
OF BURIED UTILITIES UNKNOWN (TYP)
PROP SMH #6
TOP = 20.85’ +/-
INV S = 15.94’ +/-
INV W = 12.21’
INV E = 12.11’
PROP 121 LF OF 8" DIA SDR
26 PVC SAN SEWER @ 0.40%
PROP 40 LF OF 14" DIA.
JACK AND BORE
S
S
S
SS
PROP SMH #9
TOP = 19.30’ +/-
INV W =10.45’
INV E = 10.35’
PROP SMH #7
TOP = 20.10’ +/-
INV W = 11.07’
INV NE = 10.97’
TIE EXIST SAN SEWER
SERVICE TO PROP SMH
TO BE ADANDONED
PROP SMH #8
TOP = 19.30’ +/-
INV SW = 10.91’
INV E = 10.81’ABANDON 37 LF OF EXIST
8" SEWER LINE IN PLACE.
PLACE 0.5 CY FLOWABLE FILL.
ABANDON 27 LF OF EXIST 8"
SEWER LINE INPLACE. PLACE
0.35 CY FLOWABLE FILL.
HIGH
VOLTAGE
PROP 90 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 140 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 14 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 38 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
PROP 90 LF OF 8" DIA SDR 18
C-900 PVC SAN SEWER @ 0.40%
CONCRETE SIDEWALK
ASPHALT DRIVE
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