W912EK20B0004-0001 Drawings.pdf
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- Solicitation number
- W912EK20B0004
About this file
This document package includes construction drawings and specifications for a pavement repair project at the Iowa City VA Medical Center. The project involves clearing and grubbing, demolition, earthwork, storm sewer and water utility work, aggregate base placement, asphalt and concrete paving, concrete steps, grating and handrail installation, chain link fencing, bollards, signage, electrical work, landscaping, and site restoration. The solicitation is for a firm fixed-price construction contract with an estimated value between $1 million and $5 million. The completion schedule is 240 days. The NAICS code is 238990 and the set-aside is for Service-Disabled Veteran-Owned Small Businesses. The contracting agency is the Department of the Army Corps of Engineers Rock Island District.
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SHEET KEY NOTES
0 60'SCALE : 1"=30'-0" 30'
N
U S D
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F V
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A N
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F F
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HIGHWAY 6
PROPERTY LINE
GARAGE
PARKING
STRUCTURE 49
BUILDING 1
P R
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T Y L
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C-109
A1
C-106
A5
0 30'SCALE : 1"=15'-0" 15'
BUILDING 1
GARAGE
PARKING
STRUCTURE 49
EXIS
TIN
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IDEWALK
F1 C-303
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HIGHWAY 6
PROPERTY LINE
LOT B
LOT A
BUILDING
SIDEWALK
SI
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GRASS
D5
DEMOLITION AND NEW WORK PLAN
A5
DEMOLITION AND NEW WORK PLAN
A1
DEMOLITION AND NEW WORK PLAN
W O
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TYP
TYP
C-502.
6. INSTALL NEW GROUNDING. SEE DETAIL A9 ON SHEET
SEE DETAILS ON SHEET C-502.
NEW CHAIN LINK FENCE ON EXISTING RETAINING WALL.
5. REMOVE EXISTING CHAIN-LINK FENCE AND INSTALL
ON SHEET C-307.
AND GUTTER ON 2" OF NEW SAND. SEE SECTION D1
DEPTH OF 10" AND PLACE NEW 8" CONCRETE CURB
AND GUTTER, BASE COURSE, AND/OR SUBGRADE TO A
4. REMOVE EXISTING DETERIORATED CONCRETE CURB
COORDINATE EXACT LOCATIONS WITH THE KO.
3. INSTALL 4" PERFORATED DRAINAGE TILE AS INDICATED.
ON SHEET C-303.
2. LOWER EXISTING STORM INLET GRATE. SEE SECTION F1
MOLDED GRATING. SEE SECTION F1 ON SHEET C-303.
6" OF REUSED OR NEW AGGREGATE, AND INSTALL
AND EXCAVATED SOIL FOR REUSE AS BACKFILL. PLACE
DEPTH OF 7". STOCKPILE STRIPPED SOD AND TOPSOIL
1. STRIP SOD AND TOPSOIL AND EXCAVATE SOIL TO A
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NEW
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0 40'SCALE : 1"=20'-0" 10' 20'
N
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GARAGE
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PCC
LOT F
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LOT F
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NEW CONTOUR
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LOTS G & H
LOT I
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PROPERTY LINE
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GENERAL SHEET NOTES
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ROCK
ROCK
ROCK
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10 TYP
E6
NEW WORK PLAN
3 7
JOINT FOR CONCRETE PAVEMENT
CONTRACTION OR CONSTRUCTION
OF 17
TYP
OF 8
TYP
OF 15
TYP
8'- 6"
8'
5'
"2 16'-9
(TYP)
(T Y
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40'- 6"
1'
5'
'-3
OF CURB
TAPER END
(TYP)
OF CURB
TAPER END
30'
2'
TYP
C-111
E6
C-110
SEE SHEET
CONCRETE.
EXISTING
DOWEL INTO
JOINT (TYP)
OR CONSTRUCTION
CONTRACTION
12" O.C. (TYP)
LONG DOWEL AT
" x 18"2
1INSTALL 1
@ 30" O.C. (TYP)
#4 TIE BAR, 24" LONG
3'
SHEET C-501
DETAIL E1 ON
RAMP. SEE
INSTALL ADA
6'
14. INSTALL SALVAGED HANDICAP AND FACILITY SIGNAGE. SEE SHEET C-104.
ON SHEET C-501.
13. INSTALL NEW DECORATIVE BOLLARDS. SEE SHEET C-104 AND DETAIL A4
RIVER ROCK. SEE SHEET C-104.
12. INSTALL NEW GEOTEXTILE FABRIC AND PLACE A 6" LAYER OF NEW WASHED
11. INSTALL SLAVAGE LANDSCAPE PAVERS. SEE SHEET C-104.
10. INSTALL NEW TREE AND BUSHES. SEE SHEET C-104.
9. INSTALL SALVAGED PLASTIC FENCE. SEE SHEET C-104.
SIDEWALKS AND SLABS.
8. SAWCUT CONTRACTION OR CONSTRUCTION JOINTS INTO NEW CONCRETE
ON SHEET C-110.
EDGE OF NEW CONCRETE PAVEMENT. SEE THE GENERAL SHEET NOTES
7. CUT CONTRACTION OR CONSTRUCTION JOINTS PERPENDICULAR TO
PAVEMENT. SEE THE GENERAL SHEET NOTES ON SHEET C-110.
6. SAWCUT CONTRACTION OR CONSTRUCTION JOINTS FOR NEW CONCRETE
SECTIONS A1 AND A6 ON SHEET C-304.
5. PLACE NEW CONCRETE SLAB AND INSTALL NEW METAL RAILING. SEE
REUSED OR NEW AGGREGATE BASE COURSE. SEE SHEET C-104.
4. PLACE 6" OF NEW CONCRETE FOR SIDEWALKS AND SLABS ON 4" OF
BASE COURSE. SEE SHEET C-104.
3. PLACE NEW 12" CONCRETE CRANE SLAB ON 48" OF NEW AGGREGATE
NEW SAND. SEE SHEET C-104.
2. PLACE NEW 8" CONCRETE PAVEMENT AND CURB AND GUTTER ON 2" OF
SECTION D1 ON SHEET C-301.
EXISTING SOIL PRIOR TO THE PLACEMENT OF FILL FOR BONDING. SEE
1. PLACE AND COMPACT FILL AND GRADE AREA TO A 2H:1V SLOPE. SCARIFY
SOLICITATION
MAY BE INSTALLED ON 4" CHAIRS PRIOR TO CONCRETE PLACEMENT.
SHEET C-110 AND PLANS A1 AND E6 ON THIS SHEET. TIE BARS AND DOWELS
1. TIE BARS AND DOWELS ARE TO BE INSTALLED AS INDICATED ON PLAN A1 ON
JOINT (TYP)
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SCALE : NO SCALE
A1
DEMOLITION SECTION
SCALE : NO SCALE
D1
NEW WORK SECTION
RAILING TO REMAIN
WALL AND METAL
EXISTING RETAINING
TO REMAIN
SIDEWALK
EXISTING
TO REMAIN
AND CONCRETE
EXISTING METAL RAILING
RAILING TO REMAIN
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EXISTING RETAINING
TO REMAIN
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GUTTER ON 2" OF NEW SAND
PAVEMENT AND CURB AND
PLACE NEW 8" CONCRETE
GUTTER ON 2" OF NEW SAND
PAVEMENT AND CURB AND
PLACE NEW 8" CONCRETE
TO A DEPTH OF 10"
COURSE, AND/OR SUBGRADE
PAVEMENT AND CURBS, BASE
REMOVE EXISTING CONCRETE
SUBGRADE TO A DEPTH OF 10"
AND CURBS, BASE COURSE, AND/OR
OVERLAY, CONCRETE PAVEMENT
REMOVE EXISTING ASPHALT
DURING CONSTRUCTION
TO REMAIN. PROTECT
EXISTING EVERGREEN
STRIP MISCELLANEOUS VEGETATION
EXISTING TREE AND BUSHES AND
PAVERS AND MULCH, CLEAR AND GRUB
REMOVE EXISTING LANDSCAPING
SUBGRADE TO A DEPTH OF 10"
AND CURBS, BASE COURSE, AND/OR
OVERLAY, CONCRETE PAVEMENT
REMOVE EXISTING ASPHALT
TO REMAIN
SIDEWALK
EXISTING
WORK PLAN, SHEET C-104
TREE AND BUSHES. SEE NEW
INSTALL NEW LANDSCAPING
GUTTER ON 2" OF NEW SAND
PAVEMENT WITH CURB AND
PLACE NEW 8" CONCRETE
NEW SAND AND PAVEMENT
PRIOR TO PLACEMENT OF
COURSE AND/OR SUBGRADE
COMPACT EXISTING BASE
TO REMAIN
SIDEWALK
EXISTING
EXISTING PLASTIC FENCE
TEMPORARILY STORE
REMOVE, SALVAGE, AND
TO REMAIN
CONCRETE
RAILING AND
EXISTING METAL
FRENCH STORM DRAIN
SLAB, METAL RAILING, AND
REMOVE EXISTING CONCRETE
PLASTIC FENCE
INSTALL SALVAGED
AGGREAGE BASE COURSE
CURB AND GUTTER ON NEW
PLACE NEW 8" CONCRETE
NEW SAND AND PAVEMENT
PRIOR TO PLACEMENT OF
COURSE AND/OR SUBGRADE
COMPACT EXISTING BASE
9'-5" +/-
48"
48"
30'
STORM DRAIN TO REMAIN WITH CONCRETE
SECTION E1 ABOVE. SEAL THE END OF THE
NEW 48"AGGREGATE BASE COURSE. SEE
REMOVE 1' PAST THE EAST EDGE OF THE
STORM DRAIN PIPE. SIZE UNKNOWN.
REMOVE AND DISPOSE OF EXISTING
GRADE
EXISTING
COURSE AND SLAB
NEW AGGREGATE BASE
PRIOR TO PLACEMENT OF
COMPACT EXISTING SUBGRADE
ON THE SECTION LINE CUT AS SHOWN ON SHEET C-102.
AND STORM DRAIN PIPE SHOWN ARE NOT LOCATED DIRECTLY
THE EVERGREEN, STONE RETAINING WALL, CONCRETE SLAB,
NOTE:
5'
1'
AROUND EXISTING EVERGREEN
STONES FOR RETAINING WALL
TEMPORARILY STORE EXISTING
REMOVE, SALVAGE AND
LINE CUT AS SHOWN ON SHEET C-102.
THE EVERGREEN IS NOT LOCATED DIRECTLY ON THE SECTION
NOTE:
FACILITY GENERAL ENGINEER THROUGH THE KO
PRIOR TO REMOVAL. COORDINATE WITH THE
THE EVERGREEN SIMILAR TO THE WAY IT EXISTING
GROUT TO CONSTRUCT A RETAINING WALL AROUND
EVERGREEN. INSTALL SALVAGED STONES AND PLACE
CONSTRUCTION. DO NOT PLACE FILL AROUND THE
EXISTING EVERGREEN TO REMAIN. PROTECT DURING
EACH WAY
12" O.C.
#4 BARS @
SOLICITATION
SHEET C-110
SEE PLAN A1 ON
OF CRANE SLAB.
ALONG WEST EDGE
INSTALL TIE BARS
WASHED RIVER ROCK
THICK LAYER OF NEW
FABRIC AND PLACE A 6"
INSTALL NEW GEOTEXTILE
FINISHED GRADE.
THE PLACEMENT OF FILL FOR BONDING
SCARIFY THE EXISTING SOIL PRIOR TO
SLOPE. SEE PLAN A6 ON SHEET C-111.
PLACE AND COMPACT FILL TO CREATE 2H:1V
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PAD EXCEPT AS INDICATED ON SHEET C-104
COURSE 48" FROM ALL EDGES OF THE CRANE
BASE COURSE. EXTEND AGGREGATE BASE
ON 48" OF REUSED OR NEW AGGREGATE
PLACE NEW 12" CONCRETE CRANE SLAB
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SCALE : NO SCALE
SCALE : NO SCALED1
DEMOLITION SECTION
SCALE : NO SCALED6
NEW WORK SECTION
F6
NEW WORK SECTION
SCALE : NO SCALE
D E
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BARRIERS (TYP OF 5)
EXISTING CONCRETE
REMOVE AND SALVAGE
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
PIPE BOLLARD
INSTALL NEW
BOLLARD
REMOVABLE
INSTALL NEW
GENERATOR
SOURCE
ALTERNATE
BUILDING 7
TO REMAIN
EXISTING SIDEWALK
GENERATOR
SOURCE
ALTERNATE
BUILDING 7
IO
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DEPTH OF 10"
AND/OR SUBGRADE TO A
PAVEMENT, BASE COURSE,
REMOVE EXISTING ASPHALT
DEPTH OF 10"
AND/OR SUBGRADE TO A
PAVEMENT, BASE COURSE,
REMOVE EXISTING CONCRETE
A DEPTH OF 10"
AND/OR SUBGRADE TO
PAVEMENT, BASE COURSE,
REMOVE EXISTING CONCRETE
NEW SAND AND PAVEMENT
PRIOR TO PLACEMENT OF
COURSE AND/OR SUBGRADE
COMPACT EXISTING BASE
NEW SAND AND PAVEMENT
PRIOR TO PLACEMENT OF
COURSE AND/OR SUBGRADE
COMPACT EXISTING BASE
GUTTER ON 2" OF NEW SAND
PAVEMENT AND CURB AND
PLACE NEW 8" CONCRETE
GUTTER ON 2" OF NEW SAND
PAVEMENT AND CURB AND
PLACE NEW 8" CONCRETE
SCALE : NO SCALE SCALE : NO SCALEA6
NEW WORK SECTION
A1
NEW WORK SECTION
JOINT
ISOLATION
THIS SHEET
SEE SECTION A5
NEW METAL RAILING.
METAL RAILING.
INSTALL NEW
4"
4'-9"
15'-0"
(TYP)
10'-0"
11" +/-
GUTTER ON 2" OF NEW SAND
PAVEMENT AND CURB AND
PLACE NEW 8" CONCRETE
ON 2" OF NEW SAND
CURB AND GUTTER
PAVEMENT AND
CONCRETE
PLACE NEW 8"
EXISTING DOOR
BUILDING 1
JOINT
ISOLATION
PLASTIC BARRIERS (TYP OF 8)
EXISTING CONCRETE AND
REMOVE AND SALVAGE
DOOR IS TO BE 1" BELOW THE DOOR SILL
OF SLAB AT THE EXISTING BUILDING 1
ON 2" OF NEW SAND. TOP ELEVATION
PLACE NEW CONCRETE SLAB
T B
D I
N T
H E F
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L D
F1
DEMOLITION SECTION
JOINT
ISOLATION
6'
DRAIN AWAY FROM BUILDING 1
WITH RAMP. SLOPE SLAB TO
PLACE NEW CONCRETE SLAB
SAND, PAVEMENT, AND SLAB
PRIOR TO PLACEMENT OF NEW
COURSE AND/OR SUBGRADE
COMPACT EXISTING BASE
RAMP
JOINT
ISOLATION
OF NEW PAVEMENT
MATCH ELEVATION
END OF RAMP TO
EXISTING BUILDING 1 DOOR
APPROXIMATE LOCATION OF
SOLICITATION
B
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5'-3"
4"
OR NEW AGGREGATE BASE COURSE
CRANE SLAB ON 48" OF REUSED
PLACE NEW 12" CONCRETE
48"
BAR
#4 TIE
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| B5VADMIC201901_C-106xxx |
| B5VADMIC201901__C-111.pdf |
| B5VADMIC201901_C-111xxx |
| B5VADMIC201901__C-301.pdf |
| B5VADMIC201901_C-301xxx |
| B5VADMIC201901__C-304.pdf |
| B5VADMIC201901_C-304xxx |
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