36C24119R0104-0005020.pdf
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- Solicitation number
- 36C24119R0104
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36C24119R0104 0005 631-17-002_15-Sonotube Repair Plans.pdf
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RET WALL
X X
X
S17°40'42"E 1260.00'
EXIT SIGN
BUILDING SIGN
STOP SIGN
OUTER LOOP ROAD
INNER LOOP ROAD
OUTER LOOP ROAD
#63
#1
#25
#11
#3
#60
#2
#4A
#5
#12
#12A
BASKETBALL COURT
PAVILLION
#4
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Know what's below.
before you dig.Call
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0 30 60
KEY MAP
1"=500'
SITE SYMBOL - IMPROVEMENTS
- EXISTING CONCRETE SONO-TUBE FOUNDATION IN
GOOD CONDITION / DOES NOT REQUIRE NEW WORK
- EXISTING CONCRETE SONO-TUBE FOUNDATION
WITH TOP SURFACE CRACKING / LEVEL #1 REPAIR
(TOTAL# 92)
- EXISTING CONCRETE SONO-TUBE FOUNDATION
WITH SPALLING & DETERIORATION / LEVEL #2
REPAIR (TOTAL# 217)
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SHED
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GAS
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VA FORM 08-6231
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DANIEL J. WITCZAK, P.E.
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MA# 53668
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AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
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AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-002
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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AutoCAD SHX Text Sonotube Concrete Repair Plan 'A'
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AutoCAD SHX Text Exterior Site Improvements
AutoCAD SHX Text 100% Review Plans
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CS202
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OUTER LOOP ROAD
OUTER LOOP ROAD
OUTER LOOP ROAD
INNER LOOP ROAD
CHAINLINK FENCE
REMOVE FENCE
(APPROX 70 LF)
#5
#7
#6
#6A
#26
#8A #8
#12
#30
BASKETBALL COURT
PAVILLION
#7A
#9
#4
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Know what's below.
before you dig.Call
R
Feet
0 30 60
KEY MAP
1"=500'
SITE SYMBOL - IMPROVEMENTS
- EXISTING CONCRETE SONO-TUBE FOUNDATION IN
GOOD CONDITION / DOES NOT REQUIRE NEW WORK
- EXISTING CONCRETE SONO-TUBE FOUNDATION
WITH TOP SURFACE CRACKING / LEVEL #1 REPAIR
(TOTAL# 92)
- EXISTING CONCRETE SONO-TUBE FOUNDATION
WITH SPALLING & DETERIORATION / LEVEL #2
REPAIR (TOTAL# 217)
AutoCAD SHX Text Drawing Title
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VA FORM 08-6231
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AutoCAD SHX Text Office of Construction and Facilities Management
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DANIEL J. WITCZAK, P.E.
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MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-002
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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CS203
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LEVEL 1 CONCRETE REPAIR NOTES:
1. THE MATERIAL SPECIFIED AS PART OF THE LEVEL 1 CONCRETE CAP REPAIR (GRAVITY
FEED CRACK REPAIR) SHALL BE CONSIDERED THE "BASIS OF DESIGN". A SIMILAR
PRODUCT MEETING THE SPECIFICATION REQUIREMENTS CAN BE SUBSTITUTED AS AN
APPROVED EQUAL, GIVEN THE PERMISSION OF THE ENGINEER AND CONTRACTING
OFFICER REPRESENTATIVE.
2. THE CONSTRUCTION OF ALL LEVEL 1 CONCRETE CAP REPAIRS SHALL FOLLOW THE
REQUIREMENTS OF THE MATERIAL SPECIFICATION INCLUDED IN THE CONTRACT
DOCUMENTS FOR SIKADUR 35.
3. V-NOTCH THE SURFACE OF THE CRACK WITH A MECHANICAL ROUTER OR HAND
CHIPPING TOOL TO A MAXIMUM WIDTH OF 1/4 INCH. REMOVE LOOSE DEBRIS. IF THE
CRACK IS MORE THAN 1/4 INCH THE CRACK SHOULD BE FILLED WITH AN EPOXY/SAND
MIX, MAKING A STRUCTURAL EPOXY MORTAR.
4. PLACE MIXED EPOXY RESIN ADHESIVE INTO THE V-NOTCH CRACK. REPLENISH THE
RESERVOIR WITH THE MIXED EPOXY RESIN ADHESIVE UNTIL THE CRACK HAS BEEN
COMPLETELY FILLED.
5. APPLY SAND (FINE-GREY COLORED) TO UNCURED EPOXY TO ALLOW FOR TOP-COAT
ADHERENCE.
6. APPLY FINISH COAT OF SIKATOP 144 OVER ENTIRE TOP OF REPAIRED CONCRETE CAP.
REFER TO SIKATOP 144 MATERIAL SPECIFICATION FOR PRODUCT REQUIREMENTS AND
APPLICATION.
7. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION WITHOUT
EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS. CLEAN ALUMINUM COVERED
WALKWAY POST AS NECESSARY AFTER COMPLETION OF WORK. TOUCH-UP ANY
SCRATCHES OR REMOVALS OF ORIGINAL SURFACE AS REQUIRED TO MATCH EXISTING
FINISH.
LEVEL 2 CONCRETE REPAIR NOTES:
1. THE MATERIAL SPECIFIED AS PART OF THE LEVEL 2 CONCRETE CAP REPAIR
(RESURFACING) SHALL BE CONSIDERED THE "BASIS OF DESIGN". A SIMILAR PRODUCT
MEETING THE SPECIFICATION REQUIREMENTS CAN BE SUBSTITUTED AS AN APPROVED
EQUAL, GIVEN THE PERMISSION OF THE ENGINEER AND CONTRACTING OFFICER
REPRESENTATIVE.
2. THE CONSTRUCTION OF ALL LEVEL 2 CONCRETE CAP REPAIRS SHALL FOLLOW THE
REQUIREMENTS OF THE MATERIAL SPECIFICATION INCLUDED IN THE CONTRACT
DOCUMENTS FOR SIKAQUICK 1000.
3. AREAS TO BE REPAIRED MUST BE CLEAN, SOUND, AND FREE OF CONTAMINANTS. ALL
LOOSE AND DETERIORATED CONCRETE SHALL BE REMOVED BY MECHANICAL MEANS.
MECHANICALLY PREPARE THE CONCRETE SUBSTRATE TO OBTAIN A SURFACE PROFILE
OF ±1/8 INCH (CSP 6 OR GREATER AS PER ICRI GUIDELINES) WITH A NEW EXPOSED
AGGREGATE SURFACE. AREA TO BE PATCHED SHALL NOT BE LESS THAN 1/4 INCH IN
DEPTH.
4. WHERE REINFORCING STEEL WITH ACTIVE CORROSION IS ENCOUNTERED, SANDBLAST
THE STEEL TO A WHITE METAL FINISH TO REMOVAL ALL CONTAMINANTS AND RUST.
WHERE CORROSION HAS OCCURRED DUE TO THE PRESENCE OF CHLORIDES, THE STEEL
SHALL BE HIGH PRESSURE WASHED AFTER MECHANICAL CLEANING. PRIME STEEL WITH
2 COATS OF SIKA ARMATEC 110 EPOCEM AS DIRECTED BY MANUFACTURER.
5. AT THE TIME OF APPLICATION, THE SUBSTRATE SHOULD BE SATURATED SURFACE DRY
WITH NO STANDING WATER. MORTAR AND/OR CONCRETE MUST BE SCRUBBED INTO
SUBSTRATE FILLING ALL PORES AND VOIDS. WHILE THE SCRUB COAT IS STILL PLASTIC,
FORCE MATERIAL AGAINST EDGE OF REPAIR, WORKING TOWARD CENTER. AFTER
FILLING, CONSOLIDATE, THEN SCREED. ALLOW MORTAR OR CONCRETE TO SET TO
DESIRED STIFFNESS, THEN FINISH WITH A TROWEL FOR A SMOOTH SURFACE. BROOM
FOR ROUGH SURFACE. AREAS WHERE THE DEPTH OF THE REPAIR IS LESS THAN 1 INCH
SHALL BE REPAIRED WITH THE NEAT RAPID SETTING PORTLAND CEMENT MORTAR. IN
AREAS WHERE THE DEPTH OF THE REPAIR IS GREATER THAN 1 INCH, THE REPAIR SHALL
BE MADE WITH THE RAPID-SETTING PORTLAND CEMENT CONCRETE.
6. IF THE ENTIRE TOP OF THE SONOTUBE DOES NOT REQUIRE REPAIR, THEN FOLLOWING
THE PARTIAL REPAIR OF THE SONOTUBE PER THE SIKAQUICK 1000 SPECIFICATIONS,
APPLY SIKATOP 144 TO THE ENTIRE SURFACE TO CREATE A UNIFORM APPEARANCE.
7. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION WITHOUT
EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS. CLEAN ALUMINUM COVERED
WALKWAY POST AS NECESSARY AFTER COMPLETION OF WORK. TOUCH-UP ANY
SCRATCHES OR REMOVALS OF ORIGINAL SURFACE AS REQUIRED TO MATCH EXISTING
FINISH.
AutoCAD SHX Text Drawing Title
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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VA FORM 08-6231
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AutoCAD SHX Text Office of Construction and Facilities Management
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DANIEL J. WITCZAK, P.E.
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MA# 53668
AutoCAD SHX Text 9/27/2018
AutoCAD SHX Text Witczak
AutoCAD SHX Text Peters
AutoCAD SHX Text VA Medical Center Northampton
AutoCAD SHX Text Leeds, MA
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AutoCAD SHX Text 631-17-002
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VAPAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668
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AutoCAD SHX Text Sonotube Concrete Repair Detail Sheet
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CS204
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EXAMPLE OF CONCRETE CAP REPAIR - LEVEL 1
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EXAMPLE OF CONCRETE CAP REPAIR - LEVEL 2
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NTS
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NTS
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CONCRETE CAP (SONOTUBE) REPAIR - LEVEL 1
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CONCRETE CAP (SONOTUBE) REPAIR - LEVEL 2
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| 15_Sonotube_Repair_Plan-CS202 Sonotube Concrete Repair Plan 'A' |
| Sheets and Views |
| 15_Sonotube_Repair_Plan-CS202 Sonotube Concrete Repair Plan 'A' |
| 15_Sonotube_Repair_Plan-CS203 Sonotube Concrete Repair Plan 'B' |
| Sheets and Views |
| 15_Sonotube_Repair_Plan-CS203 Sonotube Concrete Repair Plan 'B' |
| 18_Concrete_Repair_Details_Sheet-CS204 Sonotube Concrete Repair Detail Sheet |
| Sheets and Views |
| 18_Concrete_Repair_Details_Sheet-CS204 Sonotube Concrete Repair Detail Sheet |
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