A A shall verify width of existing ... cv, inc. dba rma fax: (240) 252-5612 ... dulles toll road...
Transcript of A A shall verify width of existing ... cv, inc. dba rma fax: (240) 252-5612 ... dulles toll road...
BOLTED CONNECTION REPAIR DETAIL
BOLTED CONNECTION LOCATIONS
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
AA
NOTES:
DTRR22
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A A
REPAIR DETAILS - 1
SC03.0001
Filename:...\$DTRR22SC030001.dgn$
SECTIONAL PLAN
PLANSEE NOTE 8
(SHOWING EXISTING CONDITION AT PANEL ENDS)
(TY
P.)
5"
WELD
EXISTING PLATE
FIXED END
5" PRECAST WALL PANEL
PANEL (REAR SIDE)
FIXED END
(WASHERS NOT SHOWN)
WITH NUTS AND WASHERS
2-5/8" DIA. A 325 BOLTS
PL 4"X8"X3/4"
SHIMS AS REQUIRED
WITH 11/16" DIA. HOLE
DUROMETER 60 PAD
2"X3"X3/4" NEOPRENE
EXPANSION END
EXPANSION END
EXPANSION END
WELD
(TYP.)
EXISTING PANEL
REINFORCING IN
DETAIL E
"X0'-3")41"X2
1(L 2"X1
EXISTING CLIP ANGLE
EXISTING PL 5"X1/2"X6" (TYP.)
A
SIZE TO BEVERIFIED IN FIELD
EXIST. POSTS
POST SIZE PL SIZE
2
2
2
W 14 X 22
W 14 X 26
W 14 X 30
W 18 X 35
W 18 X 40
W 21 X 44
W 21 X 50
W 21 X 57
211
211
412
412
412
(SEE TABLE FOR PLATE SIZE)
PLATE WITH 11/16" DIA. HOLE
SECTION
A IN INCHES
CONCRETE PANEL
2-5/8" DIA. BOLTS
(EXPANSION END ONLY)
1 1/4" DIA. HOLES
(HEIGHT 25' AND BELOW)
PANEL WITH 1 SECTION
(HEIGHT OVER 25')
PANEL WITH 1 SECTION PANEL WITH 2 EQUAL SECTIONS PANEL WITH 2 UNEQUAL SECTIONS PANEL WITH 3 SECTIONS PANEL WITH 4 SECTIONS
EXPANSION END OF PANELS ONLY.
11. BOLTED CONNECTIONS AS SHOWN ARE REQUIRED AT
BE ADJUSTED AS REQUIRED.
EXISTING CLIP ANGLE LOCATIONS BY 2'-0" AND THEY MAY
10. LOCATIONS OF BOLTED CONNECTIONS SHALL CLEAR
SHOWN.
VERIFY THE SIZES, DIMENSIONS AND OTHER DETAILS
SAME. IT IS THE CONTRACTORS RESPONSIBILITY TO
9. THE SIZE OF EXISTING STEEL POSTS MAY NOT BE THE
8. EXISTING DETAILS SHOWN ARE APPROXIMATE.
11/16" DIAMETER.
7. ALL HOLES IN STEEL PLATES AND FLANGES SHALL BE
GALVANIZED.
WASHERS SHALL BE ASTM A36, HOT DIPPED
DIPPED GALVANIZED STEEL PLATES, SHIMS AND
6. BOLTS SHALL BE ASTM A325, HIGH STRENGTH HOT
AND WASHERS BEFORE ORDERING MATERIALS.
COLUMN FLANGES FOR PROPER SELECTION OF PLATES
5. CONTRACTOR SHALL VERIFY WIDTH OF EXISTING
SAMPLE TESTS.
SHALL BE PRE-APPROVED BY COTR AFTER PERFORMING
4. THE EQUIPMENT FOR DRILLING HOLES IN THE PANELS
CURED BEFORE HOLES ARE DRILLED.
BOLTED CONNECTION SHALL BE COMPLETED AND
3. ANY PATCH REPAIRS, IF REQUIRED AT THE AREA OF
NUT.
NUT SHALL THEN BE TIGHTENED AGAINST THE FIRST
NUT SHALL BE TIGHTENED TO A SNUG FIT. THE SECOND
TIGHTENED AGAINST THE FIRST NUT. FIXED END: FIRST
BY 2/3 TURN. THE SECOND NUT SHALL THEN BE
SHALL BE TIGHTENED TO A SNUG FIT AND BACKED OFF
2. TIGHTENING OF BOLTS EXPANSION END: FIRST NUT
MATERIALS FOR THE WORK.
COTR AND APPROVAL OBTAINED BEFORE ORDERING
BOLTED CONNECTIONS SHALL BE SUBMITTED TO THE
SHOP DRAWING SHOWING THE LOCATION OF THE
EXISTING CONNECTION ON THE ADJACENT PANELS.
CONNECTIONS SHALL MATCH AS FAR AS POSSIBLE WITH
1. LOCATION AND VERTICAL SPACING OF BOLTED
PANEL (FACING ROADWAY)
"21" X 3" X 4
31
"21" X 3" X 4
31
"212" X 3" X
1
1
1 PLATE SIZE CORRECTED 8/22/2017
26R OF 72
SHEET NAME
VOLUME NUMBER
SHEET NUMBERDESIGN DEPARTMENT
OFFICE OF ENGINEERING
REVISION DATE
DATE
NO.
SUBMITTED
APPROVED
DRAWN
ACCEPTED
SCALE
DESIGNED
CHECKED
DULLES TOLL ROAD
DTRR22
PROJECT IDENTIFIER
AIRPORTS AUTHORITY
METROPOLITAN WASHINGTON
MGM HP
HP/AG
EXISTING SOUND WALLS
REPAIRS FOR900 S. WASHINGTON STREET, SUITE 305
CV, Inc. dba RMA
FAX: (240) 252-5612
PHONE: (703) 955-3203
FALLS CHURCH, VIRGINIA 22046
CONTACT: MG MENON, P.E
EMAIL: [email protected]
NOT TO SCALE
MMW
RMN
RMN
APRIL 21, 2017
EQ
UA
L
(TY
P)
EQ
UA
L
"212" X 3" X
"212" X 3" X
"212" X 3" X
"212" X 3" X
"212" X 3" X
EQ
UA
L
(TY
P)
EQ
UA
L
ELEVATION SW 101
DTRR22
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SC09.0001
Filename:...\$DTRR22SC090001.dgn$
REPAIR SCHEDULE
SCALE : NOT TO SCALE
PANELS SW101-001C TO SW101-034
PANELS SW 101-0001C TO SW 101-0341 8/22/2017NUMBER DELETED
1
30R OF 72
SHEET NAME
VOLUME NUMBER
SHEET NUMBERDESIGN DEPARTMENT
OFFICE OF ENGINEERING
REVISION DATE
DATE
NO.
SUBMITTED
APPROVED
DRAWN
ACCEPTED
SCALE
DESIGNED
CHECKED
DULLES TOLL ROAD
PROJECT IDENTIFIER
AIRPORTS AUTHORITY
METROPOLITAN WASHINGTON
MGM HP
HP/AG
EXISTING SOUND WALLS
REPAIRS FOR900 S. WASHINGTON STREET, SUITE 305
CV, Inc. dba RMA
FAX: (240) 252-5612
PHONE: (703) 955-3203
FALLS CHURCH, VIRGINIA 22046
CONTACT: MG MENON, P.E
EMAIL: [email protected]
NOT TO SCALE
7.
MMW
RMN
RMN
6.
APRIL 21, 2017
8.
APPROPRIATE REPAIR ITEMS.
LABOR SHALL NOT BE MEASURED AND IS DEEMED INCIDENTAL TO THE COST OF THE
CONTROL SUBMITTALS, PERMITS (IF REQUIRED), AND INSTALLATION MATERIALS AND
PERFORMING THE WORK. ALL COSTS FOR PREPARATION OF EROSION AND SEDIMENT
TO PROVIDE EROSION AND SEDIMENT CONTROL TO THE COTR AND GET APPROVAL PRIOR TO
TO PROVIDE EQUIPMENT ACCESS,THE CONTRACTOR SHALL SUBMIT A SITE-SPECIFIC PLAN
REPAIRS. HOWEVER, IF THE CONTRACTOR CHOOSES TO DO MINOR CLEARING AND GRUBBING
GROUND DISTURBANCE (CLEARING AND GRUBBING) IS NOT REQUIRED TO INSTALL THESE
COATED AREA WHICH MAY VARY FROM THE INDICATED AREA.
HIGHWAY. THE PAYMENT QUANTITY SHALL EQUAL THE ACTUAL MEASUREMENT OF THE
PANEL COATING SHALL COVER ENTIRE EXPOSED SURFACE AREA OF THE PANEL FACING THE
COLOR SAMPLES AND GET PRIOR APPROVAL FROM COTR.
DIFFERENT FROM WALL TO WALL. CONTRACTOR SHALL PREPARE SUFFICIENT NUMBER OF
PANEL COATING SHALL BE OF COLOR TO MATCH THE EXISTING PANELS WHICH MAY BE
WITHOUT PRIOR APPROVAL.
IN THIS DRAWING MAY BE REPORTED TO COTR, BUT NO REPAIR SHALL BE PERFORMED
ANY REPAIR NOT SPECIFICALLY INCLUDED BUT IDENTIFIED DURING THE COURSE OF WORK
DELAMINATION OR TO REMOVE SPALLS.
PANELS SHALL NOT BE TAPPED BY ANY TOOLS FOR ANY PURPOSE SUCH AS TO DETECT
COTR BEFORE PROCEEDING WITH THE WORK.
THE QUANTITY GIVEN AT ANY PARTICULAR LOCATION REQUIRES PERMISSION FROM THE
PATCH AREAS AS SHOWN IN THE REPAIR DETAILS. AN INCREASE OF MORE THAN 25% OF
PATCH REPAIR QUANTITIES SHOWN IN THE TABLE ARE COMPUTED FROM THE REMOVAL AND
ARE APPROXIMATE.
DETAILS SUCH AS PANEL SIZE, GROUND LINES AND ELEVATIONS SHOWN ON THIS DRAWING
AND THE CONTRACT SPECIFICATIONS FOR THE WORK.
THIS DRAWING SHOULD BE USED ONLY WITH REPAIR DETAILS, SHEETS NO. 25 THRU 29,
NOTES:
1.
2.
3.
4.
5.
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1
1
1
1
1
1
1
1
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1
1
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NUMBERS DELETED
ELEVATION SW 101
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SC09.0002
Filename:...\$DTRR22SC090002.dgn$
REPAIR SCHEDULE
SCALE : NOT TO SCALE
PANELS SW 101-035 TO SW 101-073
PANELS SW 101-035 TO SW 101-07331R OF 72
SHEET NAME
VOLUME NUMBER
SHEET NUMBERDESIGN DEPARTMENT
OFFICE OF ENGINEERING
REVISION DATE
DATE
NO.
SUBMITTED
APPROVED
DRAWN
ACCEPTED
SCALE
DESIGNED
CHECKED
DULLES TOLL ROAD
PROJECT IDENTIFIER
AIRPORTS AUTHORITY
METROPOLITAN WASHINGTON
MGM HP
HP/AG
EXISTING SOUND WALLS
REPAIRS FOR900 S. WASHINGTON STREET, SUITE 305
CV, Inc. dba RMA
FAX: (240) 252-5612
PHONE: (703) 955-3203
FALLS CHURCH, VIRGINIA 22046
CONTACT: MG MENON, P.E
EMAIL: [email protected]
NOT TO SCALE
7.
MMW
RMN
RMN
6.
APRIL 21, 2017
8.
APPROPRIATE REPAIR ITEMS.
LABOR SHALL NOT BE MEASURED AND IS DEEMED INCIDENTAL TO THE COST OF THE
CONTROL SUBMITTALS, PERMITS (IF REQUIRED), AND INSTALLATION MATERIALS AND
PERFORMING THE WORK. ALL COSTS FOR PREPARATION OF EROSION AND SEDIMENT
TO PROVIDE EROSION AND SEDIMENT CONTROL TO THE COTR AND GET APPROVAL PRIOR TO
TO PROVIDE EQUIPMENT ACCESS,THE CONTRACTOR SHALL SUBMIT A SITE-SPECIFIC PLAN
REPAIRS. HOWEVER, IF THE CONTRACTOR CHOOSES TO DO MINOR CLEARING AND GRUBBING
GROUND DISTURBANCE (CLEARING AND GRUBBING) IS NOT REQUIRED TO INSTALL THESE
COATED AREA WHICH MAY VARY FROM THE INDICATED AREA.
HIGHWAY. THE PAYMENT QUANTITY SHALL EQUAL THE ACTUAL MEASUREMENT OF THE
PANEL COATING SHALL COVER ENTIRE EXPOSED SURFACE AREA OF THE PANEL FACING THE
COLOR SAMPLES AND GET PRIOR APPROVAL FROM COTR.
DIFFERENT FROM WALL TO WALL. CONTRACTOR SHALL PREPARE SUFFICIENT NUMBER OF
PANEL COATING SHALL BE OF COLOR TO MATCH THE EXISTING PANELS WHICH MAY BE
WITHOUT PRIOR APPROVAL.
IN THIS DRAWING MAY BE REPORTED TO COTR, BUT NO REPAIR SHALL BE PERFORMED
ANY REPAIR NOT SPECIFICALLY INCLUDED BUT IDENTIFIED DURING THE COURSE OF WORK
DELAMINATION OR TO REMOVE SPALLS.
PANELS SHALL NOT BE TAPPED BY ANY TOOLS FOR ANY PURPOSE SUCH AS TO DETECT
COTR BEFORE PROCEEDING WITH THE WORK.
THE QUANTITY GIVEN AT ANY PARTICULAR LOCATION REQUIRES PERMISSION FROM THE
PATCH AREAS AS SHOWN IN THE REPAIR DETAILS. AN INCREASE OF MORE THAN 25% OF
PATCH REPAIR QUANTITIES SHOWN IN THE TABLE ARE COMPUTED FROM THE REMOVAL AND
ARE APPROXIMATE.
DETAILS SUCH AS PANEL SIZE, GROUND LINES AND ELEVATIONS SHOWN ON THIS DRAWING
AND THE CONTRACT SPECIFICATIONS FOR THE WORK.
THIS DRAWING SHOULD BE USED ONLY WITH REPAIR DETAILS, SHEETS NO. 25 THRU 29,
NOTES:
1.
2.
3.
4.
5.
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1
1
SW 1
01-1
40
ELEVATION SW 101
1 OF 1
DTRR22
SC09.0004
Filename:...\$DTRR22SC090004.dgn$
SCALE : NOT TO SCALE
PANELS SW 101-121 TO SW 101-164
PANELS SW 101-121 TO SW 101-164
REPAIR SCHEDULE
1 8/22/2017ITEM DESCRIPTION AND QUANTITY REVISED, PANEL SHAPE
33R OF 72
1
SHEET NAME
VOLUME NUMBER
SHEET NUMBERDESIGN DEPARTMENT
OFFICE OF ENGINEERING
REVISION DATE
DATE
NO.
SUBMITTED
APPROVED
DRAWN
ACCEPTED
SCALE
DESIGNED
CHECKED
DULLES TOLL ROAD
PROJECT IDENTIFIER
AIRPORTS AUTHORITY
METROPOLITAN WASHINGTON
MGM HP
HP/AG
EXISTING SOUND WALLS
REPAIRS FOR900 S. WASHINGTON STREET, SUITE 305
CV, Inc. dba RMA
FAX: (240) 252-5612
PHONE: (703) 955-3203
FALLS CHURCH, VIRGINIA 22046
CONTACT: MG MENON, P.E
EMAIL: [email protected]
NOT TO SCALE
7.
MMW
RMN
RMN
6.
APRIL 21, 2017
8.
APPROPRIATE REPAIR ITEMS.
LABOR SHALL NOT BE MEASURED AND IS DEEMED INCIDENTAL TO THE COST OF THE
CONTROL SUBMITTALS, PERMITS (IF REQUIRED), AND INSTALLATION MATERIALS AND
PERFORMING THE WORK. ALL COSTS FOR PREPARATION OF EROSION AND SEDIMENT
TO PROVIDE EROSION AND SEDIMENT CONTROL TO THE COTR AND GET APPROVAL PRIOR TO
TO PROVIDE EQUIPMENT ACCESS,THE CONTRACTOR SHALL SUBMIT A SITE-SPECIFIC PLAN
REPAIRS. HOWEVER, IF THE CONTRACTOR CHOOSES TO DO MINOR CLEARING AND GRUBBING
GROUND DISTURBANCE (CLEARING AND GRUBBING) IS NOT REQUIRED TO INSTALL THESE
COATED AREA WHICH MAY VARY FROM THE INDICATED AREA.
HIGHWAY. THE PAYMENT QUANTITY SHALL EQUAL THE ACTUAL MEASUREMENT OF THE
PANEL COATING SHALL COVER ENTIRE EXPOSED SURFACE AREA OF THE PANEL FACING THE
COLOR SAMPLES AND GET PRIOR APPROVAL FROM COTR.
DIFFERENT FROM WALL TO WALL. CONTRACTOR SHALL PREPARE SUFFICIENT NUMBER OF
PANEL COATING SHALL BE OF COLOR TO MATCH THE EXISTING PANELS WHICH MAY BE
WITHOUT PRIOR APPROVAL.
IN THIS DRAWING MAY BE REPORTED TO COTR, BUT NO REPAIR SHALL BE PERFORMED
ANY REPAIR NOT SPECIFICALLY INCLUDED BUT IDENTIFIED DURING THE COURSE OF WORK
DELAMINATION OR TO REMOVE SPALLS.
PANELS SHALL NOT BE TAPPED BY ANY TOOLS FOR ANY PURPOSE SUCH AS TO DETECT
COTR BEFORE PROCEEDING WITH THE WORK.
THE QUANTITY GIVEN AT ANY PARTICULAR LOCATION REQUIRES PERMISSION FROM THE
PATCH AREAS AS SHOWN IN THE REPAIR DETAILS. AN INCREASE OF MORE THAN 25% OF
PATCH REPAIR QUANTITIES SHOWN IN THE TABLE ARE COMPUTED FROM THE REMOVAL AND
ARE APPROXIMATE.
DETAILS SUCH AS PANEL SIZE, GROUND LINES AND ELEVATIONS SHOWN ON THIS DRAWING
AND THE CONTRACT SPECIFICATIONS FOR THE WORK.
THIS DRAWING SHOULD BE USED ONLY WITH REPAIR DETAILS, SHEETS NO. 25 THRU 29,
NOTES:
1.
2.
3.
4.
5.
VA Rte.267 - WB