Attach6_Civil_9.pdf
PDF 4 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This document summarizes a federal contract solicitation notice for the replacement of a fire station at Mansfield Air National Guard Base in Ohio. The solicitation seeks construction services for a new Aircraft Rescue Fire Fighting facility that complies with emergency response time standards. Optional items include concrete paving and equipment. The small business set-aside contract has an estimated value between $10-20 million and a 660-day performance period. A pre-bid conference is scheduled for November 5th and bids are due November 26th. The solicitation is available through the Federal Business Opportunities website. The 179th Airlift Wing of the Ohio Army National Guard at Mansfield Air National Guard Base is the issuing agency.
Volume 6 - CIVIL
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Text version
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CU501
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684448_CU501.dwg
684448CH
1 TYPICAL TRENCH
NTS
1. NEW SURFACING, OR
SURFACE RESTORATION,
SEE PLANS
2. TRENCH BACKFILL ABOVE
PIPE ZONE
3. PIPE OUTSIDE DIAMETER
4. PIPE BEDDING MATERIAL
5. TRENCH STABILIZATION IF
REQUIRED
6. DEPTH OF COVER, MIN 36"
UNO
7. MARKING TAPE AS
SPECIFIED
8. PIPE ZONE, FOR PIPE
UNDER DRIVEABLE
SURFACES, SEE DETAIL 4,
CU503
9. MINIMUM WIDTH = PIPE OD
+ 1'-6"
10. 4" THICK RIGID OPEN CELL
FOAM BOARD INSULATION
ON PIPE WITH LESS THAN
32" OF COVER.
CLSF SUPPORT IS REQUIRED:
NOTES:
CONTROLLED
LOW-STRENGTH
FILL (CLSF)
1.
PLAN
SECTION
A. WHEN BOTH PIPELINES ARE
NEW AND CLEARANCE
BETWEEN THEM IS LESS
THAN 12".
B. WHEN A NEW PIPELINE IS
CROSSING OVER AN
EXISTING PIPELINE AND THE
CLEARANCE BETWEEN THEM
IS LESS THAN 12".
C. AT ALL PIPE CROSSINGS
WHERE A NEW PIPELINE IS
CROSSING UNDER AN
EXISTING PIPELINE.
D. REFER TO SPECIFICATION
SECTION 31 23 33 FOR CLSF
REQUIREMENTS.
2 TRENCH PIPE CROSSING
NTS 3 NOT USED
NTS
4 MANHOLE TOP SECTION
NTS
ECCENTRIC
SEWER
SOLID COVER
SECTION
23"3/4"1/ 2"
7/ 8"
3"
6"
1" 1"
SEWERSEWERWWWW RERRWWSESS
1.
2.
3.
LETTERING "SANITARY" OR
"STORM" AS SPECIFIED
MACHINE TO A TRUE 25"
FLAT GRATED COVER,
WHERE SHOWN ON PLANS
5 MANHOLE FRAME AND COVER
NTS
1. WATERTIGHT PIPE PLUG
2. PROVIDE PIPE BEDDING
MATERIAL FOR A MINIMUM
OF 8" AROUND CLEANOUT
WYE
3. PIPE BEDDING MATERIAL
AS SPECIFIED
4. ASPHALT CONCRETE
5. OTHER AREAS
6. CLEANOUT FRAME AND
COVER
7. CONCRETE COLLAR
8. PIPE OD + 1"
9. 45° BEND
10. PLUG OR ADAPTER TO
SERVICE CONN PIPE AS
REQUIRED
11. SERVICE CONN PIPE, IF
REQUIREDCLEANOUT
CLEANOUT FRAME AND COVER
6 EXTERIOR CLEANOUT
NTS
12"
TYP
3" M
IN
TY
P
12"
TYP
2' -6
" M
IN
2'-1"
M
AX
6" M
IN
1\8" R
3/
8"
9"
1'-5 1/8"
9"3"
2'-0" SQ
4 5
M
IN
8 RESILIENT SEATED GATE VALVE AND VALVE BOX
NTS
7 MANHOLE BASE SECTION
NTS
PRECAST BASE CAST-IN-PLACE BASE
M
AX
4"
MIN
6" M
IN
6" M
IN
GROUT IN EVEN
SLOPE FROM
FLOW LINE TO
FLOW LINE
MANHOLE STEPS,
IF SPECIFIED
POURED OR
PRECAST CONC BASE
AT CONTRACTORS
OPTION
PRECAST MANHOLE
SECTIONS
COMPACTED
IMPORTED PIPE
BEDDING TO
UNDISTURBED
EARTH, 6" MIN
LESS THAN 2'-0"
6" M
IN
PROVIDE JOINT
ON PIPE WITHIN
1'-6" OF OUTSIDE
FACE OF MANHOLE
FLEXIBLE
MANHOLE
CONNECTOR
SLOPE 2"
PER 1'-0"
48" DIAMETER
1. PAVEMENT
2. TOP OF CASTING LID TO BE FLUSH WITH SURFACE
3. FINISH GRADE
4. CONCRETE COLLAR, FLUSH WITH GRADE
5. ADJUSTABLE VALVE CAST IRON SERVICE BOX, EAST JORDAN IRON
WORKS V-8460 SERIES OR TYLER UNION 6500 SERIES OR EQUAL
6. STEM EXTENSION (IF REQUIRED) TOP OF VALVE STEM MUST NOT BE
DEEPER THAN 5'
7. COMPACTED FILL AROUND 6" PIPE & CASING
8. RESILIENT SEATED GATE VALVE (AWWA 509), MUELLER 2360 OR EQUAL
9. WATER MAIN, OD
10. PLACE POLYURETHANE BETWEEN GATE VALVE & QUIKCRETE
11. 4"x16"x16" CRADLE OR 1 BAG CONCRETE
12. GREASE CAP
12" MIN
24" MAX
4" 3
12" MIN
24" MAX
4"
1. PRECAST CONC GRADE
RINGS
2. VARIES AS REQD 2"
MINIMUM 12" MAXIMUM
3. PRECAST ECCENTRIC
CONE
4. PRECAST MANHOLE
SECTIONS
5. MANHOLE BASE, SEE
DETAIL 7, THIS SHEET
6. AS SPECIFIED OR SHOWN
7. MANHOLE FRAME AND
COVER, SEE DETAIL 5,
THIS SHEET
8. FINISHED GRADE
9. GROUT
10.MANHOLE STEPS, IF
SPECIFIED
MANHOLE TOP, SEE
DETAIL 4, THIS SHEET
6'
6' Ø
4" M
IN
2.
5' M
AX
6"
6"
3" CLR
1. DISCHARGE CONTROL STRUCTURE, DOUBLE WALL, UL-2215,
~1,300 GALLON (BOTTOM ELEV. = 1290.5)
2. 8" HDPE INLET PIPE INV. IN = 1292.33
3. 6" THICK RECTANGULAR WEIR (INV. = 1292.67, TOP = 1293.0)
BOTTOM WIDTH = 2 FT, H = 4"
4. 8" PVC OUTLET PIPE (INV. 1291.25)
5. 30" DIA. MH ACCESS LID
6. #5 @12" EW
7. #5 @ 12" REBAR DOWEL ADHESIVE ANCHOR WITH 3-1/2" MIN
EMBED
A
B
SECTION A-A SECTION B-B
GRATED COVER
SECTION
FILENAME: PLOT DATE: PLOT TIME:
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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8/3/2019 3:58:10 PM
AUGUST 2019
57"
(TYP)
GRASS/SOD
51.4"
(TYP)
5.6"
MIN. SPACING
(TYP)
12" MIN.
(TYP)HIGHLY PERMEABLE,
NON-WOVEN
GEOTEXTILE FABRIC
PVC RISER WITH RING AND COVER
6" M
IN
.3
6" M
IN
KEY
1. REVEGETATE WITH NATIVE OR APPROVED SEED MIX.
2. BACKFILL USING NATIVE MATERIAL.
3. WELL GRADED GRANULAR FILL (AASHTO M145 A1)
COMPACTED TO 90% STANDARD DENSITY PER AASHTO
4. FREE DRAINING ANGULAR WASHED STONE 3/4" -2"
PARTICLE SIZE.
FILTER FABRIC CHAMBERS CONFORMING TO
ASTM F-2418 & ASTM F-2787
1 LAYER OF
GEOTEXTILE
FABRIC
1295.0
1293.0
1293.5
1294.5
1290.5
1290.0
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CU502
AS SHOWN
34 203 TY
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B -3
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684448_CU502.dwg
684448CH
2 PIPE CONNECTION
NTS
EXISTING CONCRETE
WET PIPE AND CONCRETE
WALL. THEN SEAL WITH
NON-SHRINK GROUT
PIPE DIAMETER x 1.5, 18" MAX
NEW PIPE
FLEXIBLE JOINT REQUIRED; PIPE BELL
WITH RUBBER INSERT OR PLAIN END
WITH APPROVED FLEX COUPLING
INVERT ELEVATION
SHOWN ON PLAN
CORE DRILL HOLE PIPE
OD+2-1/2" +/- CLEAN
PRIOR TO INSTALLING
GROUT AND PIPE
NEOPRENE
GASKET
NOTES:
1.
2.
3.
4.
SEWER
MAIN
6" LATERAL & FITTINGS
(LENGTH AS REQUIRED)
DOUBLE SWEEP
CLEANOUT
CLEANOUT BOX,
SEE DETAIL 6/CU501
4" CLEANOUT
STACK(LENGTH AS
REQUIRED)
SADDLE OR TEE
CONNECTION TO MAIN
PORTION OF LATERAL BETWEEN CLEANOUT AND BUILDING MUST BE
INSTALLED ACCORDING TO APPLICABLE PLUMBING CODES.
SEE BUILDING MECHANICAL SHEETS FOR CONTINUATION OF PIPING.
PLACE BACKFILL AND BEDDING ACCORDING TO SPECIFICATIONS AND
DETAIL 1/CU-501.
PIPE SHALL BE INSTALLED WITH 4' MINIMUM COVER.
4 SEWER LATERAL
NTS
BEND ANGLE
22 1/2° 11 1/4°45°
1.0 1.2 1.7 2.3 3.0 3.8 4.7 6.813.6
9.4 26.2 18.1 14.6
1.0 1.6 2.9 4.6 6.6 8.9
1.0 1.5 2.4 3.4 4.6 6.0 7.6
11.6
4 1.4
3.0 5.3 8.4
12.0 16.3 21.3 27.0 33.3 48.0
1.0 2.1 3.8 5.9 8.5
11.5 15.0 19.0 23.5 34.0
1.4 3.0 5.4 8.4
12.0 16.3 21.3 27.0 33.3 48.0
-1.9
4.3 7.6
11.8 17.0 23.0 30.0 38.0 47.0 68.0
(HORIZONTAL BENDS)
AA
BEARING AREA OF THRUST BLOCKS IN SQ. FT.
12" AND LESS
14"-16"
#6 #8
ROD
SIZE
30" 36"
(VERTICAL BENDS)
FITTING
SIZE
BEND ANGLE
SIZE
FITTING
2.7 4.0 6.0 8.5
11.5 14.8
0.4 0.6 0.9 1.3 1.8 2.3
1.0 1.5 2.3 3.2 4.3 5.6
0.20.4 45°
1.14
EMBEDMENT
22 1/2° 11 1/4°
VOLUME OF THRUST BLOCK IN CUBIC YARDS
WYE
PLUGGED CROSS
PLUGGED TEE
PLUGGED CROSS*TEE
BEND
b
THRUST BLOCK NOTES
1.
2.
3.
4.
5.
6.
8.
10.
11.
9.
7.
b
TEE
PLUGGED
RUN
90° BEND
PLUGGED
CROSS
TEE, WYE,
PLUG, OR
CAP
FITTING
SIZE
A
A/2*A/2*
PROFILEEE
A
* EACH AREA (A/2) IS 1/2 OF
TABULATED TOTAL AREA
P' = ACTUAL TEST PRESSURE, PSIG
S' = ACTUAL SOIL BEARING PRESSURE, PSF.b
GALVANIZED RODS OVER FITTING AND
EMBEDDED IN CONCRETE (SEE TABLE
FOR SIZES)
1/4" PLYWOOD OVER
FACE OF BOLTS
KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.
CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED
EARTH.
REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE AS INDICATED
BELOW, ADJUSTED, IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S)
AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS.
THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT
THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF
CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST
PRESSURES, USE THE FOLLOWING EQUATION: VOLUME = (TEST PRESS./150) x
(TABLE VALUE).
BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST
PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF 2000
LBS/SQ FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES
AND SOIL BEARING STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR
(13.33)(P'/S' ), WHERE:b
THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT
THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.
BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS
TAKE PRECEDENCE OVER THIS STANDARD
BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQ FT.
VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC
YARDS REQUIRE SPECIAL BLOCKING DETAILS. SEE PLANS FOR VOLUMES SHOWN
TO LEFT OF SOLID LINE IN TABLE.
TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE.
ALLOWABLE SOIL BEARING STRESS IS 2000 LBS/SQ FT.
3 THRUST BLOCK
NTS
5' BUILDING
NOTES:
1. THIS DETAIL TO BE USED AT CONNECTION OF NEW SANITARY
SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE.
7 INFILTRATION GALLERY SECTION VIEW
NTS
1. ASPHALT CONCRETE
PAVEMENT
2. 1/4" LIP
3. 15" MAX
4. FRAME AND GRATE, SEE
DETAIL 1, THIS SHEET
5. 12" MAX
B
PLAN
6" 6"
6"
SU
M
P
SECTION A SECTION B
2'-4 1/4" 6" 1'-8 7/8" 6"
9 CATCH BASIN
NTS
3 5
6 ROOF DRAIN
NTS
2% 1% MIN
1. NEW BUILDING FASCIA
2. 6" DIAMETER REMOVABLE
STAINLESS STEEL SCREEN
WITH 1/4" OPENING
3. 4" CONCRETE COLLAR
4. 4" STRUCTURAL FILL
5. 6" ELBOW
6. 6" PIPE, 2% MIN SLOPE, 10%
MAX SLOPE
7. 6" CAST IRON PIPE
8. ROOF DOWNSPOUT PER
ARCHITECTURAL
3% SLOPE
IE SEE
PLANS
3' C
O
VE
R M
IN
6" M
IN
2' DIA
1 2
EXTERIOR VERTICAL
1' C
O
VE
R M
IN
5'
BLDG
1. 4" ROOF DRAIN PER
ARCHITECTURAL AND
MECHANICAL
2. 4" ELBOW
3. 6" INSULATED SLEEVE
4. STEM WALL TO BE CORED
THROUGH - FOUNDATION
FOOTING TO REMAIN INTACT
5. CONNECT 4" CAST IRON PIPE TO
PROPOSED STORM DRAIN
6. EXTERIOR CLEAN OUT TO BE
INSTALLED MIN 3' AWAY FROM
BUILDING PER DETAIL 6/C-501
5 DRAIN CONNECTION
NTS
INTERIOR ROOF
BLDG
8 CURB INLET DETAIL
NTS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
CONCRETE CURB AND
GUTTER, TYP
#3 BARS
#5@6"
3'-0" TO EXPANSION
JOINT, TYP
1/2" PJF, TYP
FRAME AND GRATE, SEE
DETAIL 1 THIS SHEET
#5 BAR
CURB AND GUTTER
TOP OF PAVEMENT
3/4" RADIUS
1/2" PJF, TYP
15" MAX
NOT USED
SEE HOOK BAR DETAIL
6" MIN BASE COURSE ON
PREPARED SUBGRADE
B
PLAN
SECTION B
2 3
9 10
6"
6"
2 5/8"
6"
2"
1/
4"
/2
1'
-4
1'-8 7/8" 6"
1/
2"
3"
2' -1
/2
HOOK BAR
DETAIL
CONCRETE OR ARC
PAVEMENT, SEE PLANS
1.
2.
3.
4.
5.
6.
2 1/2"x 1/2" FLAT BAR
3"x2 1/2"x3/8" ANGLE
3/8" x 2 1/2" FLAT BARS
AT 1 7/8 " ON CENTER
3/8" x 2" FLAT BAR EACH
END
5/8" x 3" BOLTS, 2 EACH
END
CROSS BARS 3/8"
ROUND OR
RECTANGULAR BAR
TYP
3/4"
TYP
3/4"
A
B
3/16"
TYP BOTH ENDS
OUTER BARS AND
EVERY SECOND
INNER BAR
O N
" C
EN
TE
R S
FRAME PLAN
GRATE PLAN
SECTION A
SECTION B
1'-9"
2' -8
3/ 4"
2' -8
/2
1'-9 3/8"
1'-10 3/4"
5/
8"
2 1/2"
2 1/2"
2' -8
2"
R
O U
N D
B
AR
S
1 FRAME AND GRATE
NTS
IE, SEE
PLANS
FILENAME: PLOT DATE: PLOT TIME:
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684448_CU503.dwg
684448CH
2 BENCHED UTILITY TRENCH
NTS
" M
IN
4 CONCRETE ENCASEMENT
NTS
AREA DRAIN
NTS
1'
A. SUBMIT DRAIN INLET AND GRATE TO ENGINEER FOR APPROVAL.
B. GRADE SURROUNDING AREA TO DRAIN TO INLET. SET RIM ELEVATION AT LOW POINT
AND FLUSH WITH ADJACENT GRADES.
NOTES:
1. PEDESTRIAN RATED
GRATE.
2. FINISH GRADE
3. PIPE BEDDING
MATERIAL
4. 6" NYLOPLAST IN
LINE DRAIN, OR
EQUAL
5. EXISTING 6" STORM
DRAIN PIPE
6. 6" PIPE AND
FITTINGS
7. 45° BEND
8. WYE
1. NEW SURFACING, OR
SURFACE RESTORATION,
SEE PLANS
2. TRENCH BACKFILL ABOVE
PIPE ZONE
3. PIPE OUTSIDE DIAMETER
4. PIPE BEDDING MATERIAL
5. TRENCH STABILIZATION IF
REQUIRED
6. DEPTH OF COVER, MIN 36"
UNO
7. MARKING TAPE AS
SPECIFIED
8. PIPE ZONE, SEE 1/CU501
AND 4/C503
9. MINIMUM WIDTH = PIPE OD
+ 1'-6"
10. 4" THICK RIGID CLOSED
CELL FOAM BOARD
INSULATION ON PIPE WITH
LESS THAN 32" OF COVER.
M
IN
4-4" T
3" G
3 OIL / WATER SEPARATOR
NTS
1'-7" 3'-5" 1'-7"
4' -6
5' -6
6" 6"
6"6"
4 6
1. PRECAST CONCRETE,
HS20 RATED, 750 GALLON
OIL WATER SEPARATOR.
2. 8" INLET / OUTLET
OPENING FOR 6" PVC PIPE,
SEE NOTE B.
3. 24" DIA. ACCESS OPENING,
TYP OF 2
4. 4" THICK FLOW DIFFUSER
BAFFLE
5. 4" THICK SEDIMENT WEIR
6. 4" THICK OIL RETAINING
BAFFLE
7. CAST IRON FRAME AND
COVER, SEE DETAIL
5/CU501, SEE NOTE A.
8. CONCRETE GRADE RINGS
9. 2" VENT
10. INV. IN: 1291.22
INV. OUT: 1291.12
PLAN VIEW VIEW A
1'-7" 1'-7"
5 6
12" MIN
STRUCTUTAL
CONCRETE
" M
IN
PIPE O
D
VERTICAL TRENCH
SHOWN, SEE NOTE A
TRENCH WIDTH
SEE 1/CU501
BACKFILL
SEE 1/CU501 A. VERTICAL TRENCH WALLS
SHOWN, CONTRACTOR
SHALL SLOPE TRENCH
WALLS OR SHORE
EXCAVATIONS FOR
CONSTRUCTION AND
SAFETY IN ACCORDANCE
WITH CURRENT OSHA
REQUIREMENTS.
B. PEA GRAVEL BAGS,
SANDBAGS, OR PRECAST
SHAPED CONCRETE
BLOCKS (12" MIN WIDTH)
DESIGNED TO HANDLE THE
INTENDED LOADS, MAY BE
USED TO SUPPORT PIPE
WHEN PLACING CONCRETE.
C. CONCRETE ENCASEMENT
TO BE INSTALLED ON
WATER AND SANITARY
SEWER PIPING.
NOTES:
A. COVER IS TO BE SET 1/4" BELOW ADJACENT PCCP PAVING TO ENSURE SNOW REMOVAL
EQUIPMENT DOESN'T HIT COVER DURING SNOW REMOVAL OPERATIONS.
B. PROVIDE BLOCKOUT NEAR INLET FOR 2" VENT PIPE.
NOTES:
FILENAME: PLOT DATE: PLOT TIME:
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8/3/2019 5:02:34 PM
AUGUST 2019
File details come from the government source that posted it. Updated .