Attachment 6 - Civil 3 of 3.pdf
PDF 3 MB Posted
- Attached to
- Y1LZ--650-348 Construction of Valley Street Parking Lot Improvements Minor Construction- Providence, RI
- Solicitation number
- 36C77624R0040
About this file
This document package includes construction drawings and details for site improvements at the Department of Veterans Affairs Medical Center in Providence, Rhode Island, as well as the related federal contract opportunity. The drawings show plans for a new parking lot, accessibility improvements, retaining walls, stormwater controls and landscaping at 500 Valley Street. Relevant details include specifications for asphalt and concrete work, drainage structures, erosion controls and site furnishings.
The solicitation is for minor construction services to implement the designs. The requirement is identified as solicitation number 36C77624R0040 from the Department of Veterans Affairs Technology Acquisition Center in Austin, Texas. Responses were due for the firm fixed-price renovation work at the Providence VAMC campus. The incumbent contractor will be responsible for site work, paving, drainage and accessibility upgrades per the design documents provided.
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Text version
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
CONSTRUCTION
DOCUMENTS
VAMC PROVIDENCE
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
SITE IMPROVEMENTS AT
500 VALLEY STREET
PROVIDENCE, RI
650-348
N/A Project Director
06-09-2023 WFL/AMP URRevisions: Date:
Patriot Design, LLC A Fort Hill / HCS Group Joint Venture 8403 Crossland Loop Montgomery, AL
C102
CONSTRUCTION DETAILS
COMPOSTABLE FILTER SOCK
NOT TO SCALE
CEMENT CONCRETE DRIVEWAYS
CITY OF PROVIDENCE STANDARD DETAIL 43.5.0 P
3 NOT TO SCALE
CURB SETTING DETAIL
CITY OF PROVIDENCE STANDARD DETAIL 7.6.0 P
1 NOT TO SCALE
CEMENT CONCRETE SIDEWALK
CITY OF PROVIDENCE STANDARD DETAIL 43.1.0 P
2 NOT TO SCALE
CONNECTION PIPE TO EXIST. MANHOLE DETAIL 6/14/2022
TEMPORARY SEDIMENTATION BASIN
NOT TO SCALE
STONE SWALE ALONG WOLCOTT ST
NOT TO SCALE
STONE SWALE ALONG RETAINING WALLS C & D
NOT TO SCALE
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PR0TECTED AREA
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WORK AREA
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RUNOFF FLOW
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NATIVE SOIL
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ANCHOR
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
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PROP RIPRAP (NSA R-3)
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PROP GEOTEXTILE FABRIC
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PROP RETAINING WALL, SEE STRUCTURAL DRAWINGS
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PROP SECURITY FENCE FOUNDATION (BEYOND)
AutoCAD SHX Text 1V:6H
AutoCAD SHX Text 1V:6H
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PROP CONCRETE CAP
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PROP GEOTEXTILE FABRIC
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PROP RETAINING WALL, SEE STRUCTURAL DRAWINGS
AutoCAD SHX Text 1V:6H
AutoCAD SHX Text 1V:6H
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PROP CONCRETE CAP
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SLOPE VARIES
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PROP RIPRAP (NSA R-3)
apunt Stamp apunt Stamp
SIGN POST DETAIL5 NOT TO SCALE
COMBINED BOLLARD / SIGN POST DETAIL
4 NOT TO SCALE
NOTES
1. ACCESSIBLE SPACES MUST BE 8' WIDE WITH 5' ACCESS AISLES ON EACH SIDE.
SPACE MUST BE ACCOMPANIED BY MUTCD R7-8 SIGN AND ACCESSIBILITY SYMBOL.
2. SIGNAGE PLACED ALONG THE RIGHT OF WAY FOR AN ACCESSIBLE ROUTE MUST BE
MOUNTED A MINIMUM OF 7' HIGH.
3. CEMENT CONCRETE SIDEWALKS ADJACENT TO ACCESSIBLE SPACES ARE TO BE
FLUSH WITH THE GRANITE CURB AND PARKING LOT.
4. 6" CEMENT CONCRETE SIDEWALKS TO HAVE MAXIMUM CROSS SLOPE OF 1.5%.
PARKING STALL LAYOUT
6 NOT TO SCALE
"TYPE B" WHEELCHAIR RAMP
2 NOT TO SCALE
"TYPE A" WHEELCHAIR RAMP
1 NOT TO SCALE
NOTES
1. DETECTABLE WARNING PANEL SHALL BE IN ACCORDANCE
WITH SECTION 942 OF THE RHODE ISLAND STANDARD
SPECIFICATIONS; PANEL TO MATCH RAMP WIDTH.
HOT MIX ASPHALT (HMA) PARKING LOT
NOT TO SCALE3
ACCESSIBILITY SYMBOL
7 NOT TO SCALE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
CONSTRUCTION
DOCUMENTS
VAMC PROVIDENCE
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
SITE IMPROVEMENTS AT
500 VALLEY STREET
PROVIDENCE, RI
650-348
N/A Project Director
06-09-2023 WFL/AMP URRevisions: Date:
Patriot Design, LLC A Fort Hill / HCS Group Joint Venture 8403 Crossland Loop Montgomery, AL
C103
CONSTRUCTION DETAILS
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FINISH GRADE
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EARTH
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PARKING
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RESERVED
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PROP 4" SOLID WHITE PARKING STALL LINE (TYP)
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PROP 4" SOLID WHITE DIAGONAL LINE, 4' O.C. @ 45° (TYP)
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PROP 4" SOLID WHITE PARKING STALL LINE (TYP)
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REGULAR PARKING SPACES
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ACCESSIBILITY SYMBOL (TYP)
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PROP FLUSH GRANITE CURB
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LIMIT OF PROP FLUSH GRANITE CURB
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LIMIT OF PROP FLUSH GRANITE CURB
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PROP VERTICAL GRANITE CURB
AutoCAD SHX Text 1.5%%%
AutoCAD SHX Text 1.5%%%
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PROP DETECTABLE WARNING PANEL (TYP)
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PROP ACCESSIBILITY SIGN (MUTCD R7-8) MOUNTED ABOVE BOLLARD (TYP)
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CEM. CONC. ACCESSIBLE ROUTE
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PROP RAMP STONE SET FLUSH
AutoCAD SHX Text 7.5%%%
AutoCAD SHX Text 7.5%%%
AutoCAD SHX Text 7.5%%%
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CEM. CONC. BUS STOP
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TRANSITION CURB (TYP)
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7.5% RAMP
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CEM. CONC. SIDEWALK
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CEM. CONC. SIDEWALK
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7.5% RAMP
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TRANSITION CURB (TYP)
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PROP STONE SET FLUSH
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PROP GRANITE CURB
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MUTCD COMPLIANT R7-8 SIGN (TYP.)
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2" SQ. GALVANIZED STEEL POST WITH POST CAP.
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6" DIAMETER VANDAL RESISTANT BOLLARD
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FINISH CEM. CONC. ACCESSIBLE ROUTE
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2' DIAMETER, 3000 PSI CONC. BASE
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UNDISTURBED SOIL OR SELECTED BACKFILL COMPACTED
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3000 PSI CONC. FOOTING
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2" SQ. GALVANIZED STEEL POST WITH POST CAP.
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MUTCD COMPLIANT R1-1 SIGN
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PREPARATION:
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SURFACE
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%%UGENERAL NOTES FOR ALL PAVEMENTS
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0.07GAL/SY OVER MILLED SURFACE AND 0.05 GAL/SY OVER SMOOTH SURFACES
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
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PROP 3" SOLID WHITE
apunt Stamp
E
2'-0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
CONSTRUCTION
DOCUMENTS
VAMC PROVIDENCE
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
SITE IMPROVEMENTS AT
500 VALLEY STREET
PROVIDENCE, RI
650-348
N/A Project Director
06-09-2023 WFL/AMP URRevisions: Date:
Patriot Design, LLC A Fort Hill / HCS Group Joint Venture 8403 Crossland Loop Montgomery, AL
C104
CONSTRUCTION DETAILS
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USE EITHER FDN OPTION FOR GROUND CONDITIONS FROM LEVEL TO SLOPING AT 1V:4H.
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USE FOR GROUND CONDITIONS SLOPING FROM 1V:2H TO 1V:4H.
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USE FOR SHALLOW OR EXPOSED, COMPETENT ROCK.
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SOIL ROCK CORE ROCK 5000-PSI GROUT
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FENCE - POSTS AT 8'-0" O.C. MAX
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FENCE - POSTS AT 8'-0" O.C. MAX
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FENCE - POSTS AT 8'-0" O.C. MAX
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FENCE - POSTS AT 8'-0" O.C. MAX
AutoCAD SHX Text CONTRACTOR IS TO ASSUME THAT 15 OF THIS FOUNDATION TYPE WITH A 6'-0" DEPTH WILL BE REQUIRED. EXCESS POST MATERIAL TRIMMED OR NOT USED SHALL BE TURNED OVER TO THE VA.
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"TRIDENT" STYLE PALES FENCE POSTS
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SEE FOUNDATION DETAILS ON THIS SHEET.
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(14) #5 VERT. DOWELS #3 HOR. TIES @ 12" MAX SPACING
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(3) #5's TOP AND BTM (4) #5's TOP AND BTM
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(4) #5's TOP AND BTM (6) #5's TOP AND BTM
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(3) #5's TOP AND BTM (5) #5's TOP AND BTM
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(14) #5 VERT. DOWELS #3 HOR. TIES @ 12" MAX SPACING
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(4) #5 VERT. DOWELS #3 HOR. TIES @ 12" MAX SPACING
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FIN. GRADE
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FIN. GRADE
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FIN. GRADE
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FOUNDATION TYPE C2
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FOUNDATION TYPE B2
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FOUNDATION TYPE A2
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* - COORDINATE DIMENSION WITH GATE VENDOR DESIGN
AutoCAD SHX Text LOCATION CLEAR OPENING GATE TYPE A B* C* D* E* CLEAR OPENING GATE TYPE A B* C* D* E* GATE TYPE A B* C* D* E* A B* C* D* E* B* C* D* E* C* D* E* D* E* E* VALLEY STREET 38'-0" BOX FRAME 40'-0" 18'-1" 57'-0" 19'-0" 2'-11" 38'-0" BOX FRAME 40'-0" 18'-1" 57'-0" 19'-0" 2'-11" BOX FRAME 40'-0" 18'-1" 57'-0" 19'-0" 2'-11" 40'-0" 18'-1" 57'-0" 19'-0" 2'-11" 18'-1" 57'-0" 19'-0" 2'-11" 57'-0" 19'-0" 2'-11" 19'-0" 2'-11" 2'-11"
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* - APPROXIMATE DIMENSIONS. CONTRACTOR TO PROVIDE VENDOR SHOP DRAWINGS TO CONFIRM DIMENSIONS.
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OPERATOR FDN PER VENDOR REQ'TS. 4'-0" MIN DEPTH.
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EXTEND TOP OF PIER WHERE REQUIRED TO MAINTAIN 5" MAX GAP UNDER GATE.
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FOUNDATION TYPE A2
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FOUNDATION TYPE B2
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FOUNDATION TYPE C2
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THREAT SIDE
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SECURE SIDE
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GRADE
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GATE ELEVATION SEE CIVIL PLAN FOR OPENING DIRECTION
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GATE SECTION VIEW
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SECTION VIEW
AutoCAD SHX Text OPERATOR TYPE: AUTOMATIC OPERATOR OPENS BY PUSH BUTTON ON GATE WITH LOCAL LOCKING MECHANISM.
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PALES - SAME AS SECURITY FENCE PALES
AutoCAD SHX Text GC TO PROVIDE POSTS NOT PROVIDED BY GATE VENDOR. REFER TO GATE VENDOR REQUIREMENTS FOR TYPE, SIZE, AND FINISH.
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OPERATOR
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TRACK
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OPERATOR
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PALES
AutoCAD SHX Text ALL FOUNDATIONS ARE TO SET ON 12" THICK COMPACTED STRUCTURAL FILL OVER GEOTEXTILE SEPARATION FABRIC
AutoCAD SHX Text WHERE BRICK COLUMNS OCCUR NEAR THE GATE POSTS, COMBINE GATE AND BRICK COLUMN FOUNDATION BASES BY OVERLAPPING BASES AND REINFORCING.
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SECURITY FENCE AND PEDESTRIAN GATE FOUNDATIONS
AutoCAD SHX Text 1/2" = 1'-0"
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SECURITY FENCE ELEVATION AND SECTION
AutoCAD SHX Text 1/2" = 1'-0"
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BOX FRAME GATE FOUNDATIONS
AutoCAD SHX Text 1/2" = 1'-0"
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VEHICULAR BOX FRAME CANTILEVER GATES
AutoCAD SHX Text N.T.S.
apunt Stamp
File details come from the government source that posted it. Updated .