36C25918R0207-00003002.pdf
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36C25918R0207 00003 554-17-112 Drawings-CP 101_rev01.pdf
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BUILDING 38 CLC
BUILDING C
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
CP101_rev01
PAVING PLAN
A
F i l e
P a t h
DESIGN DEVELOPMENT
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
1055 Clermont St., Denver, CO, 80220
554-17-112
C Project Director
Issue date Chkd By Drwn ByRevisions: Date:
GENERAL NOTES
PAVING DETAILS
Demolish Building C & Replace with Parking
1'-0" MAX.1'-0" MAX.
TRENCH WIDTHS
PATCH WIDTH IN
4'-0" MAX.
1'-0" MAX.1'-0" MAX.
PAVING PLAN
6" M
IN
VARIES PER PLANS 0' MIN.
3/
4" (T
YP
60' MAX. 60' MAX.
SEE NOTE 7 P
ER
P
ER
9 1/2"
10"
6"
"H
1:4 CURB
01 - ADDED DWG SCALE 03/19/2018
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FUEL TANK
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FUEL TANK
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0 FEET
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10 NEW STANDARD PARKING SPACES
AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING GRAVEL.
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GRAVEL PATCH
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NTS
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COMPACTED BACKFILL
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CRUSHED GRAVEL
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EXISTING SURFACE
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1. Contractor shall verify all existing conditions and layouts prior to demolition. Notify COR of deviations. Contractor shall verify all existing conditions and layouts prior to demolition. Notify COR of deviations. 2. Contractor shall use necessary means to protect all items not designated for removal and shall provide appropriate dust control. Coordinate location of dust containment with COR prior to initiating demolition Contractor shall use necessary means to protect all items not designated for removal and shall provide appropriate dust control. Coordinate location of dust containment with COR prior to initiating demolition work. 3. Contractor shall recycle materials per attached specification 01 74 19, Construction Waste Management. Contractor shall inform VA of all quantities of materials recycled in this manner per this specification. Contractor shall recycle materials per attached specification 01 74 19, Construction Waste Management. Contractor shall inform VA of all quantities of materials recycled in this manner per this specification. 4. Direct water to existing storm water system and crown area to prevent creating any low points which could collect water. Direct water to existing storm water system and crown area to prevent creating any low points which could collect water. 5. Drainage/Finished Grading Plan shall be submitted to COR for approval prior to starting work.Drainage/Finished Grading Plan shall be submitted to COR for approval prior to starting work.
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NEW SIDEWALK
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ASPHALT SURFACE
AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER. PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.
AutoCAD SHX Text FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.
AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
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TYPE 2 UTILITY TRENCH PATCH
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NTS
AutoCAD SHX Text GREATER THAN 4'-0" [1219mm]
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TRENCH BACKFILL
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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES
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TACK COAT (TYP.)
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EXISTING ASPHALT CONCRETE PAVEMENT
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ACCORDANCE WITH AGENCY REQUIREMENTS
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GRANULAR MATERIAL OR PCC
AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.
AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.
AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
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TYPE 1 UTILITY TRENCH PATCH
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NTS
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TRENCH BACKFILL
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ABC 100% MIN. COMPACTION
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ASPHALTIC CONCRETE
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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES
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TACK COAT (TYP.)
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EXISTING PAVEMENT
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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. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.
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TOP OF CURB
AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS
AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY
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CLASS "B" CONCRETE
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1% MIN. 2% MAX.
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1% MIN. 2% MAX.
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AutoCAD SHX Text 10.5' MAX. [3200mm]
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TYPICAL SECTION
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EXPANSION AND SCORED JOINT DETAIL
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AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
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(TYP)
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PLANS
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PLANS
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PLAN
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H=DESIGN REVEAL
AutoCAD SHX Text NOTES: 1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. 2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' [4572mm]. 3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm] INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS. THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE CURB OR CURB AND GUTTER. 5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR MAY BE SLIP FORMED. 6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS UNLESS A LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD DETAIL OR PROJECT PLANS. 7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm]. 8. FOR REVEALS OF 8" [203mm] TO 10" [254mm].FOR REVEALS OF 8" [203mm] TO 10" [254mm].
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CONCRETE CURB
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NTS
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ROADWAY & PAVEMENT WIDTH
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CONCRETE VERTICAL CURB
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BATTER
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PERIMITER CURB
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