695-21-108_21-024-Q30_ CS501_Amend 04 20220224.pdf
PDF 2 MB Posted
- Solicitation number
- 36C25222B0013
About this file
This document package includes construction drawings and details for a water main replacement project at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. The drawings show demolition of existing water lines between Buildings 43 and 102, installation of new water lines along the route, and pavement and sidewalk repairs. Sheet CS501 provides standard concrete and asphalt details for sidewalks, curbs, and utility trench patching. The related solicitation is for the water main replacement project between the two buildings under VA project number 695-21-108. The Department of Veterans Affairs Veterans Health Administration VISN 10 is the contracting agency. No further details are provided on response dates, pricing terms, or other procurement requirements.
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Text version
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
A
B C
D E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER:CONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects
Foresite Group, LLC 2128 Moores Mill Rd.
Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net
ACG Project Number 21-024
DECEMBER 1, 2021
WATER MAIN REPLACEMENT
BETWEEN BUILDING 43 AND
BUILDING 102
695-21-108
CLEMENT J. ZABLOCKI VAMC,
5000 W. NATIONAL AVENUE,
MILWAUKEE, WI 53295 FCM ZLR
43, 45, 102, & 112
BID SET
Amendment #41 2/24/2022
CIVIL PAVING AND CONSTRUCTION
DETAILS (1 OF 2)
CS501
3' MIN.
6" MIN.
6"
AutoCAD SHX Text
CONCRETE HEADER
AutoCAD SHX Text
AutoCAD SHX Text
NTS
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TOP OF CURB
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IMPROVED ROADWAY
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SIDEWALK
AutoCAD SHX Text 4" [102mm]
AutoCAD SHX Text 6" [150mm]
AutoCAD SHX Text STANDARD CONCRETE VERTICAL CURB TERMINAL SECTION PER VA STANDARD DETAIL 32 05 23-17 "CONCRETE VERTICLE CURB AND TERMINAL SECTION"
AutoCAD SHX Text 1/2" [13mm] BITUMINOUS JOINT FILLER
AutoCAD SHX Text
CS-501
AutoCAD SHX Text
NTS
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CONCRETE SIDEWALK
AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.
AutoCAD SHX Text 1" DEEP X 1/4" WIDE MAX. [25mm] SCORED OR SAWCUT CONTRACTION JOINT.
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS
AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY
AutoCAD SHX Text
CLASS "B" CONCRETE WITH MICROFIBER REINFORCEMENT AT 1 LB PER CUBIC YARD
AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER
AutoCAD SHX Text
1% MIN. 2% MAX.
AutoCAD SHX Text
1% MIN. 2% MAX.
AutoCAD SHX Text [102mm]
AutoCAD SHX Text 10.5' MAX. [3200mm]
AutoCAD SHX Text
TYPICAL SECTION
AutoCAD SHX Text
EXPANSION AND SCORED JOINT DETAIL
AutoCAD SHX Text [5mm]
AutoCAD SHX Text [102mm]
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
AutoCAD SHX Text
(TYP)
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PLANS
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PLANS
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PLAN
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CS-501
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
NTS
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TYPE 2 UTILITY TRENCH PATCH
AutoCAD SHX Text
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CS-501
AutoCAD SHX Text
NTS
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TYPE 1 UTILITY TRENCH PATCH
AutoCAD SHX Text
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CS-501
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CONCRETE CURB AND TERMINAL SECTION
AutoCAD SHX Text
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CS-501
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NTS
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TYPE 3 UTILITY TRENCH PATCH
AutoCAD SHX Text
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CS-501
AutoCAD SHX Text
PAVEMENT SURFACE
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6 TO 1 (MAX.)
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NTS
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UTILITY TRENCH PATCH NOTES
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CS-501
| Sheets and Views |
| CD101 CIVIL DEMOLITION PLAN |
| CU201 WATER LINE PLAN & PROFILE (1 OF 2) |
| CU501 WATER LINE DETAILS |
| CS501 CIVIL PAVING AND CONSTRUCTION DETAILS (1 OF 2) |
File details come from the government source that posted it. Updated .