A M L G G A B E N I L DECK PLAN L H C A C A T A S A S M …utcdb.fiu.edu/ASBUILT_Franklin Conformed...
Transcript of A M L G G A B E N I L DECK PLAN L H C A C A T A S A S M …utcdb.fiu.edu/ASBUILT_Franklin Conformed...
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP002.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PLAN
A
A
NOTES:
A
A
A
A
B
B
V
V
< PIER 2
(TYP)
< CAP BEAM
A
A
A
A
B
B
C
C
A'
A'
A'
A'
B'
B'
C'
C'
A"
A"
A"
A"
B"
B"
C"
C"
W1
W1
W1
W1
X1
X1
Y1
Y1
N1
N
N1
Q
Q
P
P
R
R
N
B120
30'-0"13'-10ƒ"
15'-11"
32'-0"11'-10•"
6'-
7•
"7'-
6•
"
15'-11"
6'-
6•
"8'-
9"
7'-
1"
8'-
9"
8'-
9"
7'-
1"
8'-
9"
6'-
6•
"
8'-
5"
8'-
10"
8'-
10"
8'-
5"
7'-
6•
"6'-
7•
"
< EXPANSION JOINT
CLOSURE POUR SEQUENCING NOTES:
6.
5.
4.
3.
2.
1.
POUR
6" CLOSURE
ST
A 12
+89.2
7
MA
TC
H
LIN
E
A-
A
ST
A 15
+06.7
7
MA
TC
H
LIN
E
B-
B
6 SPA. @ 28'-8•" = 172'-3"29'-4"
(TYP THIS SPAN, UNO)
9" CLOSURE POUR
(TY
P)
7'-
1"
RAILIN
G,
TY
P
OR
NA
ME
NT
AL
PA
RA
PE
T
TY
PE
P-2
CO
NC
RE
TE
TU
BE
RAILIN
G,
TY
P
MO
D
W/
ST
RU
CT
UR
AL
PANEL (TYP)
27'-11•" PRECAST
14+0013+00 15+00
(TY
P
THIS
SP
AN,
UN
O)
7"
CL
OS
UR
E
PO
UR
7•"
Y1
W1
X1
W1
W1
X1
W1
Y1
C'
A'
B'
A'
A'
B'
A'
C'
(TY
P
THIS
BA
Y)
6"
CL
OS
UR
E
PO
UR
POUR
< CLOSURE
E EE E E E F F F F J J F F E E
LINE
WORKING
GG
M
M
(TYP ALL CJ)
4'-0" FROM END OF PANEL
(TYP)
CJ
L
LWP J
3-1
3-2
3-3
3-4
3-5
3-6
3-7
160'-1"
EA
ST
PIE
R 2
LEGEND:
XN
N-N INDICATES SPANDREL NUMBER
INDICATES TRANSVERSE UHPC CLOSURE POUR
INDICATES LONGITUDINAL UHPC CLOSURE POUR
INDICATES DECK PANEL TYPE XN
8.
7.
CB
CB
EBR
28'-3„" 28'-3„"
SHEET B119
SEE NOTE 21
< SPAN 3
CONTRACTOR TO FIELD VERIFY SPAN DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS.
MISCELLANEOUS DECK DETAILS, SEE SHEETS B139 AND B140 (DECK DETAILS).
FOR SECTIONS E-E, F-F, G-G, J-J, L-L, AND M-M AND OTHER
FOR ADDITIONAL DECK PANEL NOTES, SEE SHEET B119 (DECK PLAN 1 OF 4).
FOR PANEL DETAILS, SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).
FOR SECTION A-A, SEE SHEET B123 (DECK SECTIONS).
5.
4.
3.
2.
1.
17'-3ƒ"
SPAN 3
217'-6" 5
5
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
EACH TRANSVERSE CLOSURE POUR SHALL BE CAST AS ONE CONTINUOUS POUR.
WILL NOT BE PERMITTED.
IN THESE PLANS OR AS ACCEPTED BY THE ENGINEER. HORIZONTAL COLD JOINTS
TRANSVERSE CLOSURE POURS SHALL BE PERMITTED ONLY AT LOCATIONS INDICATED
VERTICAL COLD JOINTS (CONSTRUCTION JOINTS) BETWEEN LONGITUDINAL AND
TO TRANSVERSE CLOSURE POURS OVER THE PIERS.
COMPLETE TRANSVERSE CLOSURE POURS OVER THE SPANDREL COLUMNS PRIOR
CLOSURE POURS.
CLOSURE POUR AND REMOVE ALL END DAMS PRIOR TO CASTING TRANSVERSE
COMPLETE LONGITUDINAL CLOSURE POURS ON EITHER SIDE OF A TRANSVERSE
WITHIN A GIVEN BAY PRIOR TO MOVING ON TO THE NEXT BAY.
POUR ALL LONGITUDINAL CLOSURE POURS BETWEEN PLACED DECK PANELS
EVERY TRANSVERSE CLOSURE POUR WHERE INDICATED IN THESE PLANS.
PLACE END DAMS WITHIN LONGITUDINAL CLOSURE POURS ON EACH SIDE OF
AS-BUILT - DECK PLAN (2 OF 4)
1
1
CONTRACTOR SURVEY.
SEE SHEETS B122A-E FOR REVISED DECK PANEL LAYOUT BASED ON POST-
THE BRIDGE TO TRAFFIC IS 15 KSI.
THE MINIMUM UHPC COMPRESSIVE STRENGTH REQUIRED PRIOR TO OPENING
CONSTRUCTION LOADS PERMITTED ON THE DECK PANELS.
OF 15 KSI. CONTRACTOR SHALL FOLLOW THE SPECIAL PROVISIONS FOR
PANELS UNTIL THE UHPC ATTAINS A MINIMUM COMPRESSIVE STRENGTH
CONTRACTOR SHALL NOT PLACE CONSTRUCTION EQUIPMENT ON THE DECK
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP003.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PLAN
6'-
6•
"8'-
9"
7'-
1"
8'-
9"
8'-
9"
7'-
1"
8'-
9"
6'-
6•
"
A
A
A
A
A
A
B1
B1
V
V
< PIER 3
(TYP)
< CAP BEAM
A'
A'
A'
A'
B'
B'
C'
C'
W1
W1
W1
W1
X1
X1
Y1
Y1
A"
A"
A"
A"
B"
B"
C"
C"
A
A
A
A
B
B
C
C
N1
N
N
N1
Q
Q
P1
P1
R
R
B121
32'-0" 11'-10•"
13'-10ƒ"30'-0"
15'-11"
29'-4" 15'-11"6 SPA. @ 28'-8•" = 172'-3"
8'-
10"
7'-
6•
"6'-
7•
"
POUR
6" CLOSURE
8'-
5"
8'-
10"
8'-
5"
7'-
6•
"
6'-
7•
"
< EXPANSION JOINT
ST
A 15
+06.7
7
MA
TC
H
LIN
E
B-
B
ST
A 17
+24.2
7
MA
TC
H
LIN
E
C-
C
(TY
P
THIS
SP
AN,
UN
O)
7"
CL
OS
UR
E
PO
UR
RAILIN
G,
TY
P
OR
NA
ME
NT
AL
PA
RA
PE
T
TY
PE
P-2
CO
NC
RE
TE
TU
BE
RAILIN
G,
TY
P
MO
D
W/
ST
RU
CT
UR
AL
PANEL (TYP)
27'-11•" PRECAST
16+00 17+00
(TYP THIS SPAN, UNO)
9" CLOSURE POUR
(TY
P)
7'-
1"
7•"
Y1
W1
X1
W1
X1
W1
Y1
W1
C'
A'
B'
A'
A'
B'
A'
C'
(TY
P
THIS
BA
Y)
6"
CL
OS
UR
E
PO
UR
POUR
< CLOSURE
LINE
WORKING
(TYP)
CJ
F FE E J J F F F F E E E E E E
G G
L
L
M
M
WP K
3-7
3-8
3-9
3-10
3-11
3-12
3-13
(TYP ALL CJ)
4'-0" FROM END OF PANEL
160'-1"
NOTES:
WE
ST
PIE
R 3
LEGEND:
INDICATES SPANDREL NUMBER
INDICATES TRANSVERSE UHPC CLOSURE POUR
INDICATES LONGITUDINAL UHPC CLOSURE POUR
INDICATES DECK PANEL TYPE XNXN
N-N
CB
CB
EBR
ON SHEET B119
SEE NOTE 21
< SPAN 3
28'-3„" 28'-3„"
SPAN 3
217'-6" 5
5
CONTRACTOR TO FIELD VERIFY SPAN DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS.
MISCELLANEOUS DECK DETAILS, SEE SHEETS B139 AND B140 (DECK DETAILS).
FOR SECTIONS E-E, F-F, G-G, J-J, L-L, AND M-M AND OTHER
FOR ADDITIONAL DECK PANEL NOTES, SEE SHEET B119 (DECK PLAN 1 OF 4).
FOR PANEL DETAILS, SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).
FOR SECTION A-A, SEE SHEET B123 (DECK SECTIONS).
5.
4.
3.
2.
1.
17'-3ƒ"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
1
1
AS-BUILT - DECK PLAN (3 OF 4)
CONTRACTOR SURVEY.
SEE SHEETS B122A-E FOR REVISED DECK PANEL LAYOUT BASED ON POST-
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP004.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PLAN
B
B
A"
A"
8'-
9"
W2
W2
W2
W2
W2
W2
W2
W2
D
D
D
D
X2 E
Y2 F
X2 E
FY2
X3
X3
Y3
Y3
S"
T"
U"
S"
U"
T"
S'
T'
U'
S'
U'
T'
S1
T1
U1
U1
T1
8'-
9"
7'-
1"
7'-
1"
7'-
1"
7'-
1"
5'-
9"
5'-
9"
B2
B2
B3
B3
J1J2
J1
G1
B4
B4
6'-
7„
"
< PIER 3
< PIER 4
3'-
7ƒ
"
3'-
11ƒ
"
8'-
1‡
"
5'-
7„
"
5'-
11„
"
V1
H1
H1
V1
J2
H'H"
H'H"
G"G'
G'
G'
G'G"
D'
D'
D'
D'
E'
F'
E'
F'
S1
S"S'S1
S"S'S1
AS9
AS6
AS4
AS4
AS10
AS3
AS3
AS7
APPROACH SPAN
N1
N
N
N1
Q'
Q
P2
P2
R
R
G1
G1
B122
32'-0"11'-10•"
6'-
7•
"7'-
6•
"
30'-0"
6'-
6•
"
5'-
1"
(TY
P)
6'-
9•
"
5'-
9"
7'-
1"
7'-
1"
7'-
1"
7'-
1"
7'-
1"
7'-
1"
5'-
9"
5'-
4"5'-
1"
15'-11•"
15'-6"
13'-8ƒ"
9'-
0‡
"7'-
11"
9'-
7"
9'-
7"
9'-
7"
9'-
7"
7'-
11"
10'-
4"
19'-5†"
15'-3•"
8'-
5"
8'-
10"
8'-
10"
8'-
5"
7'-
6•
"6'-
7•
"
1'-1ƒ"
5 SPA. @ 28'-8•" = 143'-6•"
9'-
1"
8'-
0"
9'-
8"
9'-
8"
9'-
8"
9'-
8"
8'-
0"
9'-
1"
9'-
0•
"7'-
11"
9'-
7"
9'-
7"
9'-
7"
9'-
7"
7'-
11"
9'-
0•
"
5'-
4"
13'-10ƒ"
G1
POUR
6" CLOSURE
POUR
9" CLOSURE
CAP BEAM
APPROACH
< EAST
< EXPANSION JOINT
15'-11"
PO
UR (T
YP.)
7"
CL
OS
UR
E
ST
A 17
+24.2
7
MA
TC
H
LIN
E
C-
C
MANHOLE
(TY
P)
7'-
1"
(TY
P
THIS
BA
Y)
6"
CL
OS
UR
E
PO
UR
17+00 18+00 19+00 20+00
(TY
P
THIS
SP
AN,
UN
O)
7"
CL
OS
UR
E
PO
UR
29'-3•" 28'-11•" 3 SPACES @ 14'-4‚" = 43'-0ƒ"13'-10‚" 14'-7‚"
(TYP THIS SPAN, UNO)
6" CLOSURE POUR
PANEL (TYP)
27'-11•" PRECAST
(TYP THIS SPAN, UNO)
9" CLOSURE POUR
RAILIN
G,
TY
P
OR
NA
ME
NT
AL
PA
RA
PE
T
TY
PE
P-2
CO
NC
RE
TE
TU
BE
RAILIN
G,
TY
P
MO
D
W/
ST
RU
CT
UR
AL
DRAIN (TYP)
BRIDGE FLOOR
PANEL (TYP)
13'-10‚" PRECAST
(TY
P
THIS
SP
AN,
UN
O)
6"
CL
OS
UR
E
PO
UR
(TY
P
THIS
BA
Y)
6"
CL
OS
UR
E
PO
UR
(TY
P
THIS
BA
Y)
7"
CL
OS
UR
E
PO
UR
3"7"
U"
T"
S"
S"
S"
S"
T"
U"
JOINT
< EXPANSION
POUR
< CLOSURE
POUR
< CLOSURE
1•"
(TYP)
< CAP BEAM
POUR
< CLOSURE
POUR
< CLOSURE
U'''
U'''
T'''
T'''
S'''
S'''
S'''
S'''
LINE
WORKINGWP K
WP L
WP M
G G
M
M
L
L
L
L
M
M
D
D
E E
E E F F
F FJ J F F E E E E
G G H H H H H H F F
K K
< EAST ABUT. WALL
4-1
4-2
4-3
4-4
4-5
4-6
(TYP ALL CJ)
4'-0" FROM END OF PANEL
93'-3†"
5-1
5-2
5-0
NOTES:
EA
ST
PIE
R 3
WE
ST
PIE
R 4
EA
ST
PIE
R 4
AB
UT.
EA
ST
EA
ST
AP
PR
OA
CH
LEGEND:
XN
ASN
N-N INDICATES SPANDREL NUMBER
INDICATES TRANSVERSE UHPC CLOSURE POUR
INDICATES LONGITUDINAL UHPC CLOSURE POUR
INDICATES APPROACH SPAN PANEL TYPE N
INDICATES DECK PANEL TYPE XN
CB
CB
EBR
5
SPAN 4
224'-8„" 5
SPAN 5
64'-7„" 5
PRECAST
VARIES 5
ON SHEET B119
SEE NOTE 21
< SPAN 5
17'-3ƒ"28'-3„" 28'-3„"
7"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
3"
6
6
6.
5.
4.
3.
2.
1.
MODIFICATIONS DETAILS (1 OF 3), SHEET B80.
FOR DEFINITION OF SIDEWALK ELEVATION TRANSITION, SEE EAST APPROACH
SHOP DRAWINGS.
CONTRACTOR TO FIELD VERIFY SPAN DIMENSIONS PRIOR TO SUBMITTING
MISCELLANEOUS DECK DETAILS, SEE SHEETS B139 AND B140 (DECK DETAILS).
FOR SECTIONS E-E, F-F, G-G, H-H, J-J, K-K, L-L, AND M-M AND OTHER
FOR ADDITIONAL DECK PANEL NOTES, SEE SHEET B119 (DECK PLAN 1 OF 4).
FOR PANEL DETAILS, SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).
FOR SECTIONS B-B AND D-D, SEE SHEETS B123 AND B124 (DECK SECTIONS).
ON SHEET B119
SEE NOTE 21
< SPAN 4
1
1
AS-BUILT - DECK PLAN (4 OF 4)
CONTRACTOR SURVEY.
SEE SHEETS B122A-E FOR REVISED DECK PANEL LAYOUT BASED ON POST-
NOTES:
DRAWING DATA:
GEOMETRIC CRITERIA
B122A
AS-BUILT - DECK PLAN NOTES - POST CONTRACTOR SURVEY
SEE UHPC SHOP DRAWING 154 FOR DETAILS
SEE PRECAST DECK PANEL SHOP DRAWING 120 FOR DETAILS.1
2
SHEET
Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP004_1.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
NEED TO BE SHORTENED TO THE WEST BY 2.0".
III. PANELS 1 THROUGH 4 WILL BE PROPOSED AS CIP AND
ONLY (PANELS 9 THROUGH 68), 2.0" TO THE WEST.
UP STATION) OR UPSTREAM SIDE OF BRIDGE CENTERLINE
II. SHIFT PANELS ON LEFT SIDE OF THE BRIDGE (LOOKING
THE BOTTOM OF DECK PANEL).
DOWN LENGTH CHANGE FROM 2'-4" (PLAN) TO 2'-6" ALONG
THE END OF THE EXPANSION DROP DOWN SECTION (DROP
I. LENGTHEN PANELS 65 THROUGH 68 BY ADDING 2.0" AT
A. SPAN 1 AND 2
CONTRACTOR ON 8-13-15:
WITH THE FOLLOWING MODIFICATIONS PROPOSED BY THE
5. THE DECK PANELS ARE LOCATED IN THIS DRAWING PER PLAN
DISTANCE.
INCH, WHICH IS GREATER THAN THE REQUIRED 8‚ INCH
OF PANEL 65-Y1 TO EAST FACE OF CAP BEAM OF 8…
RESULTING IN A BEARING DISTANCE FROM THE WEST END
THIS DRAWING WAS MOVED ‚ INCH TO THE EAST,
DETERMINED IN JUNE 30, 2015 SURVEY. THIS COLUMN IN
TO BE ‚ INCH EAST OF THE LOCATION PREVIOUSLY
UPSTREAM COLUMN AT 2-2 WAS RE-SURVEYED AND FOUND
KALDENBACH (KNA) ON 8-27-15, KNA CLARIFIED THAT
A CALL BETWEEN DAN ENSER (HNTB) AND STEVE
THE MINIMUM REQUIRED. THIS WAS FURTHER CLARIFIED ON
SHIFTED RESULTS IN 8… INCH WHICH IS GREATER THAN
LOCATION IS 6… INCH AND ONCE THE PANELS ARE
INDICATE THAT THE BEARING DISTANCE AT THIS
AND HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015
STATED THEIR INDEPENDENT SURVEY ON AUGUST 8, 2015
FOR A 9 INCH UHPC CLOSURE POUR. KRAEMER (KNA)
WHICH IS BELOW THE MINIMUM REQUIRED OF 8‚ INCH
WEST WOULD INCREASE THIS DIMENSION TO 8„ INCH
OF THIS DOCUMENT. SHIFTING PANELS 2 INCHES TO THE
PANEL 65-Y1 WAS 6„ INCH ON THE PREVIOUS ITERATION
THE DIMENSION FROM FACE OF CAP BEAM TO END OF
REGARDING UPSTREAM, EAST SIDE OF SPANDREL 2-2. IV.
SHEET B99, PIER 1 PARTIAL DETAIL.
BARS ASSOCIATED WITH THE END 1P511E BAR, SEE PLAN
(PIER 1), ADJUST THE 11 INCH SPACING AND EFFECTED
III. IF ADJUST LENGTH OF PRECAST CAP BEAM TYPE 14
AS PLANNED 1 INCH WIDE JOINT.
INCREASE IN LENGTH BY THE INCREASE IN WIDTH OF THE
CAP BEAM TO THE LONGITUDINAL CAP BEAM SHALL
HORIZONTAL DOWEL BARS CONNECTING THE TRANSVERSE
II. IF VERTICAL GROUTED JOINT IS INCREASED IN WIDTH,
INCH FOR A TOTAL WIDTH OF 2 INCHES WIDE.
PER PLAN. THIS GROUTED JOINT MAY BE INCREASED BY 1
CAP BEAMS AND TRANSVERSE CAP BEAMS ARE 1 INCH WIDE
I. VERTICAL GROUTED JOINTS BETWEEN LONGITUDINAL
FACES OF PIERS 1 OR 4 WITH THE FOLLOWING CRITERIA:
WITH THE TRANSVERSE CAP BEAMS ON THE EAST OR WEST
ACCOUNTING FOR ANY ADJUSTMENTS REQUIRED FOR FIT-UP
DOWNSTREAM ENDS OF PIERS 1 AND 4 MUST BE PRECAST
B. LONGITUDINAL CAP BEAMS AT THE UPSTREAM AND
(NOTE 4), B91 (NOTE 2), B97 (NOTE 4), B102 (NOTE 4).
CAP BEAM WILL BE PLACED ON. SEE PLANS SHEETS B89
IN LINE WITH THE EXISTING FACE OF THE WALL THE PRECAST
THAT THEIR VERTICAL EAST/WEST FACE BE PLACED FLUSH OR
A. TRANSVERSE PRECAST CAP BEAMS SHALL BE PLACED SUCH
2. PRECAST CAP BEAMS ON ABUTMENT OR PIERS
FACE IS VERTICAL AND FLUSH WITH THE PIER WALL.
WEST WALLS SUCH THAT THE VERTICAL PORTION OF THIS
SHOULD TIE INTO THE OUTSIDE FACE OF THE EAST AND
WITH THE EXCEPTION THAT THIS OUTSIDE OVERHANG EDGE
SHOULD CAST THE OUTSIDE OVERHANG EDGE PER PLAN
IN WALL THICKNESS IS … INCH. THUS, CONTRACTOR
WALL THICKNESS IS 1 INCH AND THE MAXIMUM DECREASE
DIMENSIONS, THE MAXIMUM INCREASE IN THE OUTSIDE
CONTRACTOR'S SURVEY COMPARED TO THE PLAN
EXISTING THICKNESSES DOCUMENTED IN THE
SECTION AT THE PIER WALLS. UPON REVIEW OF THE
TIES INTO THE OUTSIDE LEGS OF THE "E" PRECAST
INDEPENDENT OF THE EXISTING BRIDGE EXCEPT WHERE IT
II. THE END OF THE OVERHANG CAN BE CONSIDERED
LEVEL OF SURVEY WAS NOT PROVIDED.
TO MATCH THE EXISTING PIER WALL GEOMETRICS. THIS
BEAM IN CONTACT WITH THE EXISTING PIER WALLS NEEDS
I. PER NOTE 4 ON SHEET B102, THE FACES OF THE CAP
CONSTRUCT CAP BEAM FLUSH WITH EXISTING FACES:
CONTRACTOR MUST SURVEY THE EXISTING PIER FACES AND
C. FOR CAP BEAM TYPE 17 AT ENDS OF PIERS 2 & 3 THE
DETAIL.
END 4P512E BAR, SEE PLAN SHEET B99, PIER 4 PARTIAL
INCH SPACING AND EFFECTED BARS ASSOCIATED WITH THE
ADJUSTMENT IS NEEDED, MAKE ADJUSTMENT TO THE 5
NECESSARY TO MEET GEOMETRIC CRITERIA. IF
LENGTH OF PRECAST CAP BEAM TYPE 19 (PIER 4) AS
CAP BEAMS ON EACH FACE OF PIER 4 AND ADJUST
IV. CONTRACTOR IS TO REVIEW LOCATION OF TRANSVERSE
LOCATIONS ACCORDINGLY.
POINTS AS NOTED IN THE PLANS AND ADJUST R501E BAR
B. CONTRACTOR IS TO MAINTAIN INNER P-2 BARRIER TAPER
THAN 1'-0" APART.
BUT IN NO CASE SHALL R501 E BARS BE SPACED GREATER
BARS IS GREATER THAN 3 INCHES FROM THE END OF A PANEL
BARS ACCORDINGLY SUCH THAT THE CENTERLINE OF R501E
ACROSS THE DECK, THE CONTRACTOR SHALL ADJUST R501E
WHERE THE INNER P-2 BARRIER IS IN TRANSITION OR SKEWING
A. IF PANEL ADJUSTMENTS OCCUR AT A BRIDGE CROSS SECTION
7. CONCRETE PARAPET (TYPE P-2 MODIFIED)
ON EITHER END OF AN EFFECTED PANEL.
GEOMETRY, THE CONTRACTOR SHALL MATCH INTO THE GRADES
PROPOSED MODIFICATIONS TO THE AS PLANNED DECK PANEL
A. IF SIDEWALK GRADES ARE IMPACTED BY CONTRACTOR
6. SIDEWALK GRADES
PLATES.
CHAMFER TO AVOID IMPACT WITH PILASTER STEEL POST BASE
PRECAST ORNAMENTAL RAILING PANELS MAY REQUIRE A
D. CONTRACTOR IS NOTIFIED THAT THE LOWER ENDS OF
MODIFICATIONS TO THE PRECAST DECK PLAN GEOMETRY.
ADJUSTED TO ACCOUNT FOR CONTRACTOR PROPOSED
C. PRECAST ORNAMENTAL RAILING PANEL LENGTH SHALL BE
WEST AND EAST ABUTMENTS FOR EXAMPLE)
REMAIN OFFSET IN THE MODIFIED OR SHIFTED LOCATION (SEE
THE UHPC CLOSURE JOINT ON THE ORIGINAL PLANS SHALL
B. PILASTERS THAT ARE OFFSET FROM THE CENTERLINE OF
NOTED OTHERWISE.
TO BE LOCATED IN THE CENTER OF THE UHPC JOINTS UNLESS
A. THE CENTERLINE OF ORNAMENTAL RAILING PILASTERS ARE
5. PRECAST ORNAMENTAL RAILING
ACCOUNT FOR BAR FIT-UP IN THE UHPC JOINTS
ABC PERIOD. PLACEMENT OF LONGITUDINAL BARS MUST
DECK PANELS FIT TOGETHER WITHOUT CONFLICT DURING THE
MUST BE CARRIED THROUGH ADJACENT PANELS SUCH THAT ALL
D. ADJUSTMENTS TO PRECAST DECK PANEL REINFORCEMENT
CLEARANCES REQUIRED IN THE PLANS MUST BE MAINTAINED.
AT EQUAL SPACES. THE NUMBER OF BARS AND EDGE
BARS PERPENDICULAR TO BRIDGE CENTERLINE CAN BE SPACED
DIRECTION PARALLEL TO BRIDGE CENTERLINE, THE TRANSVERSE
C. IF DECK PANELS GET LONGER, OR SHORTER, IN THE
PLANS.
DECK PANEL GEOMETRY IS CHANGED FROM THAT ON THE
B. LIFTING INSERT LOCATIONS MUST BE RE-EVALUATED IF
ANTICIPATED, LONGER BAR EXTENSIONS WILL BE REQUIRED.
MINIMUM. IF WIDER UHPC CLOSURE POURS ARE PROPOSED OR
AS REQUIRED ON THE PLANS MUST BE ACHIEVED, AT A
PANELS PARALLEL TO BRIDGE CENTERLINE (OR LONGITUDINAL)
A.THE MINIMUM EXTENSION OF REINFORCING BARS IN DECK
ADJUSTED
4. BAR LOCATION REQUIREMENTS IF DECK PANEL GEOMETRY IS
SPANDREL CAP BEAM IS 6 INCHES (+/-).
SPANDREL COLUMNS SURVEY SUPPORTING THE SAME PRECAST
CLEAR DISTANCE BETWEEN EXISTING PLANS AND THE EXISTING
B. THE MAXIMUM CHANGE IN TRANSVERSE SPANDREL COLUMN
MATCH THE CENTERLINE OF EXISTING SPANDREL COLUMNS.
A. CENTERLINE OF PRECAST SPANDREL CAP BEAMS SHALL
3. PRECAST CAP BEAMS ON SPANDREL COLUMNS
CLEARANCES OR THE MAXIMUM BAR SPACING.
INDIVIDUAL BAR SPACING AS REQUIRED TO MEET EDGE
SPACING IS PROVIDED ON THE PLANS, ADJUST THE
SPACING REQUIREMENTS. IN SITUATIONS WHERE BAR
FORMS TO MEET MINIMUM EDGE CLEARANCE, OR MAXIMUM
CONTRACTOR IS TO ADJUST BARS AS REQUIRED IN THE
THESE CAP BEAMS IN PLACE AND NOT PRECAST THEM.
III. IT IS UNDERSTOOD THE CONTRACTOR WILL CAST
STEEL PLATES AT SPANDREL 3-6.
PLATES OR FORM A WIDER OPENING BETWEEN STAINLESS
FIXED, THUS NOT NEEDING TO MODIFY STAINLESS STEEL
ACCOMPLISHED AT SPANDREL 3-7 WHERE THE JOINT IS
ON 8-20-15 THAT THE LARGER JOINT IS BEST
MODIFIED FROM CONTRACTOR'S PROPOSAL AFTER AGREEING
JOINT ON PIER CAP 3-7. NOTE, THIS IS SLIGHTLY
THE EAST, THE BARS ARE TO BE EMBEDDED INTO 11" UHPC
LONGITUDINAL REINFORCING STEEL PROTRUDING TOWARD
III. PANELS 173 THROUGH 180 WILL HAVE 2" LONGER
II. SHIFT PANELS (125 THROUGH 180) 2.0" TO WEST.
I. SHORTEN PANELS 116 THROUGH 123 BY 2.0".
B. SPAN 3
REQUIRED.
LOCATION IS 8‚ INCH WHICH IS EQUAL TO THE MINIMUM
INDICATE THAT THE BEARING DISTANCE AT THIS
HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015
KRAEMER'S INDEPENDENT SURVEY ON AUGUST 8. 2015 AND
REQUIRED OF 8‚ INCH OR A 9 INCH UHPC CLOSURE POUR.
THIS DOCUMENT WHICH IS BELOW THE MINIMUM
PANEL 88-C 7„ INCH ON THE PREVIOUS ITERATIONS OF
DIMENSION FROM FACE OF CAP BEAM TO END OF THE
V. REGARDING DOWNSTREAM, EAST SIDE OF SPANDREL 2-4.
1. DECK PANELS AND UHPC CLOSURE POURS
A. IF THE UHPC CLOSURE POURS GET WIDER THAN THE PLANS
REQUIRE OR A PANEL IS SHORTENED OR LENGTHENED, THE LAP
LENGTH BETWEEN THE LONGITUDINAL DECK REINFORCING BARS
REQUIRED ON THE PLANS MUST BE ACHIEVED AND
REINFORCEMENT BARS ADJUSTED ACCORDINGLY.
B. UHPC CLOSURE POURS ARE NOT ALLOWED TO BE NARROWER
THAN REQUIRED ON THE PLANS.
C. FOR THE 6 INCH WIDE UHPC CLOSURE POURS (SECTION H-H,
SHEET B139), IF THESE INCREASE IN WIDTH TO MORE THAN 8
INCH WIDE, THE BOTTOM #5 REINFORCEMENT BARS TRANSVERSE
TO BRIDGE CENTERLINE MUST BE INCREASED TO #6 BARS.
D. FOR THE 9 INCH WIDE UHPC CLOSURE POURS (SECTION F-F,
SHEET B139), IF THESE INCREASE IN WIDTH TO MORE THAN 11
INCH WIDE, THE SIZE OF THE TOP #5 REINFORCEMENT BAR
TRANSVERSE TO BRIDGE CENTERLINE MUST BE INCREASED TO
A #6 BAR AND THE BOTTOM #6 REINFORCEMENT BAR
TRANSVERSE TO BRIDGE CENTERLINE MUST BE INCREASED TO
A #7 BAR.
E. IF UHPC CLOSURE POURS INCREASE IN WIDTH AND THE
PILASTER IS CENTERED IN THE JOINT, CONTRACTOR IS MADE
AWARE THAT THE DISTANCE FROM FACE OF PILASTER TO END
OF PRECAST DECK PANEL CURB WILL BE LONGER THAN THE
PLANNED 2 INCHES AND THIS SHOULD BE EITHER FILLED WITH
UHPC OR THE PRECAST DECK PANEL CURBING ADJUSTED
ACCORDINGLY.
MUST BE GREATER THAN 1'-0‚" AND LESS THAN 1'-4".
BEAMS TO THE END OF DECK PANELS AT EXPANSION JOINTS
STRUCTURE. THE DISTANCE FROM THE FACE OF SPANDREL CAP
NOT ALLOWED TO CONTACT THE PTFE OVER THE LIFE OF THE
IS I.THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS
FOR 6 INCH UHPC CLOSURE POURS 9ƒ INCHII.
FOR 9 INCH UHPC CLOSURE POURS 8‚ INCHI.
PIER CAP BEAM IS:
OF A PRECAST DECK PANEL TO THE FACE OF A SPANDREL OR
STRUCTURE. THEREFORE, THE MINIMUM DISTANCE FROM THE END
NOT ALLOWED TO CONTACT THE PTFE OVER THE LIFE OF THE
H. THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS IS
APPROACH CAP BEAMS BY AT LEAST 6• INCHES.
PRECAST DECK PANELS MUST BEAR ON THE PTFE SURFACE AT
G. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE
FACE OF CAP BEAMS • INCH, SEE PLAN SHEET 116A.
LEAST 5 INCHES. NOTE THAT THE PTFE IS INSET FROM THE
SPANDREL, PIER OR ABUTMENT PRECAST CAP BEAMS BY AT
PRECAST DECK PANELS MUST BEAR ON THE PTFE SURFACE AT
F. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE
SIDE OF THE CAP BEAM AT 5-0.
TO OBTAIN ADEQUATE DECK PANEL END BEARING ON THE EAST
BELOW, SPANDREL 5-0 WILL BE MOVED 2 INCHES TO THE EAST
MODIFICATIONS PROPOSED BY THE CONTRACTOR ON 8-13-15 NOTED
THE CONTRACTOR (KNA/HTPO). AS A RESULT OF THE
4 USING STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM
THE DISTANCE FROM FACE OF EAST ABUTMENT TO FACE OF PIER
SPANDREL 5-0, 5-1 AND 5-2 ARE LOCATED BY EQUALLY DIVIDING
PROPOSED SPANDREL COLUMN AND CAP LOCATIONS AT 4.
SIMILAR TO SPANDREL COLUMN 1-0.
CONTRACTOR (KNA/HTPO). SPANDREL COLUMN 1-2 WAS LOCATED
STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM THE
OF WEST ABUTMENT TO FACE OF SPANDREL COLUMN 1-1 USING
1-0 IS LOCATED BY EQUALLY DIVIDING THE DISTANCE FROM FACE
PROPOSED SPANDREL COLUMN AND CAP LOCATION AT SPANDREL 3.
THE SPANDREL COLUMNS OR TRANSVERSE PIER WALLS.
CAP BEAMS WITH THE SURVEY POINTS PROVIDED BY KNA/HTPO AT
THIS DRAWING IS BASED ON ALIGNING THE FACE OF PRECAST 2.
4-3, 4-4 TRANSVERSE COLUMN WIDTH.
ASSUMPTIONS WERE MADE FOR SPANDREL 1-1, 3-6, 3-8, 4-1, 4-2,
MEETING. NOTE, NOT ALL INFORMATION WAS PROVIDED AND
SURVEY PROVIDED IN HARD-COPY AT JUNE 30, 2015 WEEKLY
COLUMNS AND TRANSVERSE PIER WALLS COMES FROM KNA/HTPO
SURVEY INFORMATION USED TO LOCATE EXISTING SPANDREL 1.
DETERMINED.
THE CURVED GEOMETRY OF THE EXISTING PIER 3 IS
OF THESE PANELS (248 & 255) ARE A CONCERN AFTER
INSTEAD OF PANELS 248 AND 255 IF BEARING DISTANCES
IV. PANELS 257 AND 266 MAY BE SHORTENED BY 2.5"
AND NEED TO BE LENGTHEN TO THE WEST BY 2.5".
III. PANELS 359 THROUGH 366 WILL BE PROPOSED AS CIP
WEST.
II. SHIFT ALL PANELS (257 THROUGH 358) 2.5" TO THE
I. SHORTEN PANELS 248 THROUGH 255 BY 2.5".
C. SPAN 4 AND 5
DETERMINED.
CURVED GEOMETRY OF THE EXISTING PIER 2 IS
OF THESE PANELS (116 & 123) ARE A CONCERN AFTER THE
INSTEAD OF PANELS 116 AND 123 IF BEARING DISTANCES
IV. PANELS 125 AND 132 MAY BE SHORTENED BY 2.0"
SHEET
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP004_2.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
JOINT
9" UHPC
6" UHPC JOINTS
9" UHPC JOINTS
@ 65°F
1ƒ" EXP. JT.
9" UHPC JOINTS
JOINT
9" UHPC
STA 10+43.08 ℄ CAP
STA 10+14.30 ℄ CAP
ST
A 9
+9
9.3
3
ST
A 1
0+0
0.0
8
ST
A 1
0+1
3.9
4
ST
A 1
0+1
4.4
4
ST
A 1
0+2
8.2
9
ST
A 1
0+2
8.7
9
ST
A 1
0+4
2.6
5
ST
A 1
0+4
3.1
5
ST
A 1
0+5
7.0
0
ST
A 1
0+7
1.2
3
ST
A 1
0+7
1.9
8
ST
A 1
0+9
9.9
4
ST
A 1
1+0
0.6
9
ST
A 1
1+2
8.6
5
ST
A 1
1+2
9.4
0
ST
A 1
1+5
7.8
2
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
DRAWING DATA:
ST
A 1
0+5
7.5
0
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
"KEYSTONE" PANELS
13'-9"
B122B
NOTES:
1
2
3
4
5
4
1
LEGEND:
CAST-IN-PLACE
SHIFTED DECK PANEL
MODIFIED DECK PANEL
CAP BEAM
PTFE SHIM LOCATION.
XX-X
2
3
05 FOR DETAILS
MISPLACED STAINLESS STEEL PLATE PANEL 11-L5. SEE NCR
NCR 04 FOR DETAILS.
MISPLACED STAINLESS STEEL PLATE PANEL 38-L2. SEE
FOR DETAILS
AS-BUILT LENGTH OF PANEL 35-L2 IS 13'-9". SEE NCR 03
5
SEE RFI 68 FOR DETAILS.
CIP APPROACH SPAN. MECHANICAL COUPLERS WERE USED.
TRANSVERSE UHPC JOINT WAS ELIMINATED IN FAVOR OF
AT SPANDRELS 2-4 AND 2-5. SEE RFI 39 FOR DETAILS.
PANELS 81-88, PUSH THE PLATE BACK TO ‚" PROJECTION PANEL NO. AND TYPE
AS-BUILT - DECK PLAN - POST CONTRACTOR SURVEY (1 OF 4)
10+00 11+00 12+00
1-0
1-1
1-2
2-1
2-2
2-3
2-4
2-5
WE
ST
AP
PR
OA
CH
AB
UT.
WE
ST
WE
ST
PIE
R 1
EA
ST
PIE
R 1
9-M5
10-K'''
11-L5
12-K'''
13-K'''
14-L5
15-K'''
16-M5
17-M4
18-K''
19-L4
20-K"
21-K"
22-L4
23-K"
24-M4
25-M3
26-K"
27-L3
28-K"
29-K"
30-L3
31-K"
32-M3
33-M2
34-K'
35-L2
36-K'
37-K'
38-L2
39-K'
40-M2
41-M1
42-K1
43-L1
44-K1
45-K1
46-L1
47-K1
48-M1
49-C
50-A
51-B
52-A
53-A
54-B
55-A
56-C
57-C'
58-A'
59-B'
60-A'
61-A'
62-B'
63-A'
64-C'
65-Y1
66-W1
67-X1
68-W1
69-W1
70-X1
71-W1
72-Y1
73-Y1
74-W1
75-X1
76-W1
77-W1
78-X1
79-W1
80-Y1
81-C"
82-A"
83-B"
84-A"
85-A"
86-B"
87-A"
89-C'
90-A'
91-B'
92-A'
93-A'
94-B'
95-A'
96-C'88-C"
1-AS8
2-AS2
3-AS5
4-AS1
5-AS1
6-AS5
7-AS2
8-AS8
W Abut
Exp PL
1-1
Fixed
Pr 1 W
Fixed
Pr 1 E
Fixed
2-1
Exp PL
2-2
JT
Exp
2-3
Exp PL
2-4
Exp PL
2-5
Exp PL
1-0
Exp PL
1-2
Exp PL
1-2
Exp PL
1-0
Exp PL
W Abut
Exp PL
1-1
Fixed
Pr 1 W
Fixed
Pr 1 E
Fixed
2-1
Exp PL
2-2
JT
Exp
2-3
Exp PL
2-4
Exp PL
2-5
Exp PL
1
8'-6" â„„
FRA
NK
LI
N

TO â„„
ARC
ST
A 10
+00.25
ST
A 10
+14.10
ST
A 10
+14.60
ST
A 10
+28.46
ST
A 10
+28.96
ST
A 10
+42.81
ST
A 10
+43.31
ST
A 10
+57.17
ST
A 10
+57.67
ST
A 10
+71.40
ST
A 10
+72.15
ST
A 11
+00.10
ST
A 11
+00.85
ST
A 11
+86.23
ST
A 11
+86.98
ST
A 11
+28.81
ST
A 11
+29.56
ST
A 11
+57.82
ST
A 11
+57.97
ST
A 12
+14.94
ST
A 12
+15.69
ST
A 9
+99.50
10†"1'-1…"
10„"
1'-1‡"9ƒ"
1'-2‚"
6…"
1'-2†"
1'-0†"
8…"
1'-3„"
1'-1„" 10•"
10•"
10•"
1'-0†"
11…"
11…"
1'-0†"
11ƒ"
1'-0‚"
6ƒ"
1'-2‚"
10"
11"
1'-3"
1'-1‚"
1'-0ƒ"
8‚"
11…"
9†"
9†"
11…"
11†"
9…"
6†"
1'-11…"
1'-4„"
10‡"
9"
1'-9"
1'-6„"
8‡"
10•"
Fixed EndsExpansion PlatesFixed EndsExpansion Plates
Fixed EndsExpansion PlatesFixed EndsExpansion Plates
1
8'-6" â„„
FRA
NK
LI
N

TO â„„
ARC
WEST APPROACH SPAN
JOINTS, THIS SPAN7" LONGITUDINAL UHPC
THIS SPAN7" LONGITUDINAL UHPC JOINTS,
JOINTS, THIS SPAN6" LONGITUDINAL UHPC
JOINTS, THIS PIER6" LONGITUDINAL UHPC
P2-MODIFIED BARRIER
NEED TO BE SHORTENED TO THE WEST BY 2.0".
III. PANELS 1 THROUGH 4 WILL BE PROPOSED AS CIP AND
ONLY (PANELS 9 THROUGH 68), 2.0" TO THE WEST.
UP STATION) OR UPSTREAM SIDE OF BRIDGE CENTERLINE
II. SHIFT PANELS ON LEFT SIDE OF THE BRIDGE (LOOKING
THE BOTTOM OF DECK PANEL).
DOWN LENGTH CHANGE FROM 2'-4" (PLAN) TO 2'-6" ALONG
THE END OF THE EXPANSION DROP DOWN SECTION (DROP
I. LENGTHEN PANELS 65 THROUGH 68 BY ADDING 2.0" AT
A. SPAN 1 AND 2
CONTRACTOR ON 8-13-15:
WITH THE FOLLOWING MODIFICATIONS PROPOSED BY THE
5. THE DECK PANELS ARE LOCATED IN THIS DRAWING PER PLAN
DISTANCE.
INCH, WHICH IS GREATER THAN THE REQUIRED 8‚ INCH
OF PANEL 65-Y1 TO EAST FACE OF CAP BEAM OF 8…
RESULTING IN A BEARING DISTANCE FROM THE WEST END
THIS DRAWING WAS MOVED ‚ INCH TO THE EAST,
DETERMINED IN JUNE 30, 2015 SURVEY. THIS COLUMN IN
TO BE ‚ INCH EAST OF THE LOCATION PREVIOUSLY
UPSTREAM COLUMN AT 2-2 WAS RE-SURVEYED AND FOUND
KALDENBACH (KNA) ON 8-27-15, KNA CLARIFIED THAT
A CALL BETWEEN DAN ENSER (HNTB) AND STEVE
THE MINIMUM REQUIRED. THIS WAS FURTHER CLARIFIED ON
SHIFTED RESULTS IN 8… INCH WHICH IS GREATER THAN
LOCATION IS 6… INCH AND ONCE THE PANELS ARE
INDICATE THAT THE BEARING DISTANCE AT THIS
AND HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015
STATED THEIR INDEPENDENT SURVEY ON AUGUST 8, 2015
FOR A 9 INCH UHPC CLOSURE POUR. KRAEMER (KNA)
WHICH IS BELOW THE MINIMUM REQUIRED OF 8‚ INCH
WEST WOULD INCREASE THIS DIMENSION TO 8„ INCH
OF THIS DOCUMENT. SHIFTING PANELS 2 INCHES TO THE
PANEL 65-Y1 WAS 6„ INCH ON THE PREVIOUS ITERATION
THE DIMENSION FROM FACE OF CAP BEAM TO END OF
REGARDING UPSTREAM, EAST SIDE OF SPANDREL 2-2. IV.
STEEL PLATES AT SPANDREL 3-6.
PLATES OR FORM A WIDER OPENING BETWEEN STAINLESS
FIXED, THUS NOT NEEDING TO MODIFY STAINLESS STEEL
ACCOMPLISHED AT SPANDREL 3-7 WHERE THE JOINT IS
ON 8-20-15 THAT THE LARGER JOINT IS BEST
MODIFIED FROM CONTRACTOR'S PROPOSAL AFTER AGREEING
JOINT ON PIER CAP 3-7. NOTE, THIS IS SLIGHTLY
THE EAST, THE BARS ARE TO BE EMBEDDED INTO 11" UHPC
LONGITUDINAL REINFORCING STEEL PROTRUDING TOWARD
III. PANELS 173 THROUGH 180 WILL HAVE 2" LONGER
II. SHIFT PANELS (125 THROUGH 180) 2.0" TO WEST.
I. SHORTEN PANELS 116 THROUGH 123 BY 2.0".
B. SPAN 3
REQUIRED.
LOCATION IS 8‚ INCH WHICH IS EQUAL TO THE MINIMUM
INDICATE THAT THE BEARING DISTANCE AT THIS
HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015
KRAEMER'S INDEPENDENT SURVEY ON AUGUST 8. 2015 AND
REQUIRED OF 8‚ INCH OR A 9 INCH UHPC CLOSURE POUR.
THIS DOCUMENT WHICH IS BELOW THE MINIMUM
PANEL 88-C 7„ INCH ON THE PREVIOUS ITERATIONS OF
DIMENSION FROM FACE OF CAP BEAM TO END OF THE
V. REGARDING DOWNSTREAM, EAST SIDE OF SPANDREL 2-4.
SIDE OF THE CAP BEAM AT 5-0.
TO OBTAIN ADEQUATE DECK PANEL END BEARING ON THE EAST
BELOW, SPANDREL 5-0 WILL BE MOVED 2 INCHES TO THE EAST
MODIFICATIONS PROPOSED BY THE CONTRACTOR ON 8-13-15 NOTED
THE CONTRACTOR (KNA/HTPO). AS A RESULT OF THE
4 USING STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM
THE DISTANCE FROM FACE OF EAST ABUTMENT TO FACE OF PIER
SPANDREL 5-0, 5-1 AND 5-2 ARE LOCATED BY EQUALLY DIVIDING
PROPOSED SPANDREL COLUMN AND CAP LOCATIONS AT 4.
SIMILAR TO SPANDREL COLUMN 1-0.
CONTRACTOR (KNA/HTPO). SPANDREL COLUMN 1-2 WAS LOCATED
STATION, OFFSET AND COLUMN WIDTH INFORMATION FROM THE
OF WEST ABUTMENT TO FACE OF SPANDREL COLUMN 1-1 USING
1-0 IS LOCATED BY EQUALLY DIVIDING THE DISTANCE FROM FACE
PROPOSED SPANDREL COLUMN AND CAP LOCATION AT SPANDREL 3.
THE SPANDREL COLUMNS OR TRANSVERSE PIER WALLS.
CAP BEAMS WITH THE SURVEY POINTS PROVIDED BY KNA/HTPO AT
THIS DRAWING IS BASED ON ALIGNING THE FACE OF PRECAST 2.
4-3, 4-4 TRANSVERSE COLUMN WIDTH.
ASSUMPTIONS WERE MADE FOR SPANDREL 1-1, 3-6, 3-8, 4-1, 4-2,
MEETING. NOTE, NOT ALL INFORMATION WAS PROVIDED AND
SURVEY PROVIDED IN HARD-COPY AT JUNE 30, 2015 WEEKLY
COLUMNS AND TRANSVERSE PIER WALLS COMES FROM KNA/HTPO
SURVEY INFORMATION USED TO LOCATE EXISTING SPANDREL 1.
JOINTS.
MONOLYTHIC, NO
PANELS 1-8 CIP
2-5
SHEET
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP004_3.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
9" UHPC JOINTS
9" UHPC JOINTS
JOINT
6" UHPC
9" UHPC JOINTS
@ 65°F
1ƒ" EXP. JT.
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
GEOMETRIC CRITERIA
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
ORIGINAL
B122C
LEGEND:
SHIFTED DECK PANEL
MODIFIED DECK PANEL
CAP BEAM
PTFE SHIM LOCATION.
XX-X
NOTES:
1
DETAILS.
REDHEAD A7 EPOXY, 7•" MIN. EMBEDMENT. SEE NCR 01 FOR
DAMAGED. DRILLED AND INSTALLED 3 #5 (E) BAR WITH
PANEL 101-A, 3 TRANSVERSE BARS IN THE TOP MAT WERE
1
PANEL NO. AND TYPE
AS-BUILT - DECK PLAN - POST CONTRACTOR SURVEY (2 OF 4)
2-5
2-6
WE
ST
PIE
R 2
89-C'
90-A'
91-B'
92-A'
93-A'
94-B'
95-A'
96-C'
97-V
98-A
99-B
100-A
101-A
102-B
103-A
104-V
105-R
106-Q'
107-N1
108-P
109-N
110-N
111-P
112-N1
113-Q
114-R
115-R
116-Q
117-N1
118-P
119-N
120-N
121-P
122-N1
123-Q
124-R
125-V
126-A
127-B
128-A
129-A
130-B
131-A
132-V
133-C
134-A
135-B
136-A
137-A
138-B
139-A
140-C
141-C'
142-A'
143-B'
144-A'
145-A'
146-B'
147-A'
148-C'
149-C"
150-A"
151-B"
152-A"
153-A"
154-B"
155-A"
156-C"
157-Y1
158-W1
159-X1
160-W1
161-W1
162-X1
163-W1
164-Y1
165-Y1
166-W1
167-X1
168-W1
169-W1
170-X1
171-W1
172-Y1
Exp PL
2-5
Fixed
2-6
Fixed
Pr 2 W
Fixed
Pr 2 C
Fixed
Pr 2 E
Fixed
3-1
Fixed
3-2
Exp PL
3-3
Exp PL
3-4
Exp PL
3-6
JT
Exp
3-5
Exp PL
2-5
Fixed
2-6
Fixed
Pr 2 W
Fixed
Pr 2 C
Fixed
Pr 2 E
Fixed
3-1
Fixed
3-2
Exp PL
3-3
Exp PL
3-4
Exp PL
3-6
JT
Exp
3-5
ST
A 12
+72.35
ST
A 12
+73.10
ST
A 12
+43.65
ST
A 12
+44.40
ST
A 12
+14.94
ST
A 12
+15.69
ST
A 12
+89.02
ST
A 12
+89.52
ST
A 13
+05.27
ST
A 13
+06.02
ST
A 13
+33.98
ST
A 13
+34.73
ST
A 13
+62.69
ST
A 13
+63.44
ST
A 13
+91.40
ST
A 13
+92.15
ST
A 14
+77.52
ST
A 14
+78.27
ST
A 14
+49.11
ST
A 14
+49.26
ST
A 14
+20.10
ST
A 14
+20.85
10•"
10•"
1'-1‚"
7ƒ"
11„"
9‡"
9…"
11†"
10‡"
10„"
9„"
11‡"
8ƒ"
1'-0‚"
11…"
9†"
9ƒ"
11‚"
1'-0†"
8…" 8‚"
11•"
9•"
9…"
11†"
1'-0‡"
1'-3…"
10‚"
10ƒ"
11†"
1'-0…"
7‚"1'-7ƒ" 1'-7…"
7†"
8•"1'-6•"
1'-2…"
9†"
1'-10"5"
1'-3†"
1'-0†"
Expansion PlatesFixed EndsExpansion Plates
Expansion PlatesFixed EndsExpansion Plates
1'-0ƒ"
NOT SURVEYED
CURVED PIER WALL
NOT SURVEYED
CURVED PIER WALL
NOT SURVEYED
CURVED PIER WALL NOT SURVEYED
CURVED PIER WALL
JOINTS, THIS PIER6" LONGITUDINAL UHPC
FRANKLIN BRIDGE PRECAST DECK PANEL PLAN - POST CONTRACTOR SURVEY
P2-MODIFIED BARRIER
SHEET B99, PIER 1 PARTIAL DETAIL.
BARS ASSOCIATED WITH THE END 1P511E BAR, SEE PLAN
(PIER 1), ADJUST THE 11 INCH SPACING AND EFFECTED
III. IF ADJUST LENGTH OF PRECAST CAP BEAM TYPE 14
AS PLANNED 1 INCH WIDE JOINT.
INCREASE IN LENGTH BY THE INCREASE IN WIDTH OF THE
CAP BEAM TO THE LONGITUDINAL CAP BEAM SHALL
HORIZONTAL DOWEL BARS CONNECTING THE TRANSVERSE
II. IF VERTICAL GROUTED JOINT IS INCREASED IN WIDTH,
INCH FOR A TOTAL WIDTH OF 2 INCHES WIDE.
PER PLAN. THIS GROUTED JOINT MAY BE INCREASED BY 1
CAP BEAMS AND TRANSVERSE CAP BEAMS ARE 1 INCH WIDE
I. VERTICAL GROUTED JOINTS BETWEEN LONGITUDINAL
FACES OF PIERS 1 OR 4 WITH THE FOLLOWING CRITERIA:
WITH THE TRANSVERSE CAP BEAMS ON THE EAST OR WEST
ACCOUNTING FOR ANY ADJUSTMENTS REQUIRED FOR FIT-UP
DOWNSTREAM ENDS OF PIERS 1 AND 4 MUST BE PRECAST
B. LONGITUDINAL CAP BEAMS AT THE UPSTREAM AND
(NOTE 4), B91 (NOTE 2), B97 (NOTE 4), B102 (NOTE 4).
CAP BEAM WILL BE PLACED ON. SEE PLANS SHEETS B89
IN LINE WITH THE EXISTING FACE OF THE WALL THE PRECAST
THAT THEIR VERTICAL EAST/WEST FACE BE PLACED FLUSH OR
A. TRANSVERSE PRECAST CAP BEAMS SHALL BE PLACED SUCH
2. PRECAST CAP BEAMS ON ABUTMENT OR PIERS
STEEL PLATES AT SPANDREL 3-6.
PLATES OR FORM A WIDER OPENING BETWEEN STAINLESS
FIXED, THUS NOT NEEDING TO MODIFY STAINLESS STEEL
ACCOMPLISHED AT SPANDREL 3-7 WHERE THE JOINT IS
ON 8-20-15 THAT THE LARGER JOINT IS BEST
MODIFIED FROM CONTRACTOR'S PROPOSAL AFTER AGREEING
JOINT ON PIER CAP 3-7. NOTE, THIS IS SLIGHTLY
THE EAST, THE BARS ARE TO BE EMBEDDED INTO 11" UHPC
LONGITUDINAL REINFORCING STEEL PROTRUDING TOWARD
III. PANELS 173 THROUGH 180 WILL HAVE 2" LONGER
II. SHIFT PANELS (125 THROUGH 180) 2.0" TO WEST.
I. SHORTEN PANELS 116 THROUGH 123 BY 2.0".
B. SPAN 3
REQUIRED.
LOCATION IS 8‚ INCH WHICH IS EQUAL TO THE MINIMUM
INDICATE THAT THE BEARING DISTANCE AT THIS
HTPO'S VERIFICATION SURVEY ON AUGUST 12, 2015
KRAEMER'S INDEPENDENT SURVEY ON AUGUST 8. 2015 AND
REQUIRED OF 8‚ INCH OR A 9 INCH UHPC CLOSURE POUR.
THIS DOCUMENT WHICH IS BELOW THE MINIMUM
PANEL 88-C 7„ INCH ON THE PREVIOUS ITERATIONS OF
DIMENSION FROM FACE OF CAP BEAM TO END OF THE
V. REGARDING DOWNSTREAM, EAST SIDE OF SPANDREL 2-4.
ACCORDINGLY.
UHPC OR THE PRECAST DECK PANEL CURBING ADJUSTED
PLANNED 2 INCHES AND THIS SHOULD BE EITHER FILLED WITH
OF PRECAST DECK PANEL CURB WILL BE LONGER THAN THE
AWARE THAT THE DISTANCE FROM FACE OF PILASTER TO END
PILASTER IS CENTERED IN THE JOINT, CONTRACTOR IS MADE
E. IF UHPC CLOSURE POURS INCREASE IN WIDTH AND THE
A #7 BAR.
TRANSVERSE TO BRIDGE CENTERLINE MUST BE INCREASED TO
A #6 BAR AND THE BOTTOM #6 REINFORCEMENT BAR
TRANSVERSE TO BRIDGE CENTERLINE MUST BE INCREASED TO
INCH WIDE, THE SIZE OF THE TOP #5 REINFORCEMENT BAR
SHEET B139), IF THESE INCREASE IN WIDTH TO MORE THAN 11
D. FOR THE 9 INCH WIDE UHPC CLOSURE POURS (SECTION F-F,
TO BRIDGE CENTERLINE MUST BE INCREASED TO #6 BARS.
INCH WIDE, THE BOTTOM #5 REINFORCEMENT BARS TRANSVERSE
SHEET B139), IF THESE INCREASE IN WIDTH TO MORE THAN 8
C. FOR THE 6 INCH WIDE UHPC CLOSURE POURS (SECTION H-H,
THAN REQUIRED ON THE PLANS.
B. UHPC CLOSURE POURS ARE NOT ALLOWED TO BE NARROWER
REINFORCEMENT BARS ADJUSTED ACCORDINGLY.
REQUIRED ON THE PLANS MUST BE ACHIEVED AND
LENGTH BETWEEN THE LONGITUDINAL DECK REINFORCING BARS
REQUIRE OR A PANEL IS SHORTENED OR LENGTHENED, THE LAP
A. IF THE UHPC CLOSURE POURS GET WIDER THAN THE PLANS
DECK PANELS AND UHPC CLOSURE POURS1.
MUST BE GREATER THAN 1'-0‚" AND LESS THAN 1'-4".
BEAMS TO THE END OF DECK PANELS AT EXPANSION JOINTS
STRUCTURE. THE DISTANCE FROM THE FACE OF SPANDREL CAP
NOT ALLOWED TO CONTACT THE PTFE OVER THE LIFE OF THE
IS I.THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS
FOR 6 INCH UHPC CLOSURE POURS 9ƒ INCHII.
FOR 9 INCH UHPC CLOSURE POURS 8‚ INCHI.
PIER CAP BEAM IS:
OF A PRECAST DECK PANEL TO THE FACE OF A SPANDREL OR
STRUCTURE. THEREFORE, THE MINIMUM DISTANCE FROM THE END
NOT ALLOWED TO CONTACT THE PTFE OVER THE LIFE OF THE
H. THE BOTTOM SURFACE OF THE CONCRETE DECK PANELS IS
APPROACH CAP BEAMS BY AT LEAST 6• INCHES.
PRECAST DECK PANELS MUST BEAR ON THE PTFE SURFACE AT
G. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE
FACE OF CAP BEAMS • INCH, SEE PLAN SHEET 116A.
LEAST 5 INCHES. NOTE THAT THE PTFE IS INSET FROM THE
SPANDREL, PIER OR ABUTMENT PRECAST CAP BEAMS BY AT
PRECAST DECK PANELS MUST BEAR ON THE PTFE SURFACE AT
F. THE STAINLESS STEEL PLATE ON THE BOTTOM OF THE
DETERMINED.
THE CURVED GEOMETRY OF THE EXISTING PIER 3 IS
OF THESE PANELS (248 & 255) ARE A CONCERN AFTER
INSTEAD OF PANELS 248 AND 255 IF BEARING DISTANCES
IV. PANELS 257 AND 266 MAY BE SHORTENED BY 2.5"
AND NEED TO BE LENGTHEN TO THE WEST BY 2.5".
III. PANELS 359 THROUGH 366 WILL BE PROPOSED AS CIP
WEST.
II. SHIFT ALL PANELS (257 THROUGH 358) 2.5" TO THE
I. SHORTEN PANELS 248 THROUGH 255 BY 2.5".
C. SPAN 4 AND 5
DETERMINED.
CURVED GEOMETRY OF THE EXISTING PIER 2 IS
OF THESE PANELS (116 & 123) ARE A CONCERN AFTER THE
INSTEAD OF PANELS 116 AND 123 IF BEARING DISTANCES
IV. PANELS 125 AND 132 MAY BE SHORTENED BY 2.0"
2-5
14+0013+00
3-1
3-2
3-3
3-4
3-5
3-6
EA
ST
PIE
R 2
3-6
SHEET
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP004_4.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
9" UHPC JOINTS
9" UHPC JOINTS
JOINT
11" UHPC
9" UHPC JOINTS
9" UHPC JOINTS
@ 65°F
1ƒ" EXP. JT.
JOINT
6" UHPC
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
ORIGINAL
B122D
NOTES:
1
PROJECTION AT SPANDREL 3-6. SEE RFI 39 FOR DETAILS.
PANELS 173-180, PUSH THE PLATE BACK TO A ‚"
LEGEND:
SHIFTED DECK PANEL
MODIFIED DECK PANEL
CAP BEAM
PTFE SHIM LOCATION.
XX-X
"KEYSTONE" PANELS 1
PANEL NO. AND TYPE
AS-BUILT - DECK PLAN - POST CONTRACTOR SURVEY (3 OF 4)
16+00 17+00
3-8
3-9
3-10
3-11
3-12
3-13
WE
ST
PIE
R 3
4-1
173-C'
174-A'
175-B'
176-A'
177-A'
178-B'
179-A'
180-C'
181-C'
182-A'
183-B'
184-A'
185-A'
186-B'
187-A'
188-C'
189-Y1
190-W1
192-W1
193-W1
194-X1
195-W1
196-Y1
197-Y1
198-W1
199-X1
200-W1
201-W1
202-X1
203-W1
204-Y1
205-C"
206-A"
207-B"
208-A"
209-A"
210-B"
211-A"
212-C"
213-C'
214-A'
215-B'
216-A'
217-A'
218-B'
219-A'
220-C'
221-C
222-A
223-B
224-A
225-A
226-B
227-A
228-C
229-V
230-A
231-B1
232-A
233-A
234-B1
235-A
236-V
237-R
238-Q
239-N1
240-P1
241-N
242-N
243-P1
244-N1
245-Q
246-R
247-R
248-Q'
249-N1
250-P2
251-N
252-N
253-P2
254-N1
255-Q
256-R
257-V1
258-H1
259-B4
260-G1
261-G1
262-G1
263-G1
264-B4
265-H1
266-V1
191-X1
Exp PL
3-6
Fixed
3-7
Exp PL
3-8
Exp PL
3-10
Exp PL
3-11
Fixed
3-12
Fixed
3-13
Fixed
Pr 3 W
Fixed
Pr 3 C
Fixed
Pr 3 E
Fixed
4-1
JT
Exp
3-9
Exp PL
3-6
Fixed
3-7
Exp PL
3-8
Exp PL
3-10
Exp PL
3-11
Fixed
3-12
Fixed
3-13
Fixed
Pr 3 W
Fixed
Pr 3 C
Fixed
Pr 3 E
Fixed
4-1
JT
Exp
3-9
ST
A 14
+77.52
ST
A 14
+78.27
ST
A 15
+35.10
ST
A 15
+35.85
ST
A 15
+64.11
ST
A 15
+64.26
ST
A 15
+92.52
ST
A 15
+93.27
ST
A 15
+06.23
ST
A 15
+07.15
ST
A 16
+78.65
ST
A 16
+79.40
ST
A 16
+21.23
ST
A 16
+21.98
ST
A 16
+49.94
ST
A 16
+50.69
ST
A 17
+40.23
ST
A 17
+40.98
ST
A 17
+07.35
ST
A 17
+08.10
ST
A 17
+68.94
ST
A 17
+69.69
ST
A 17
+24.02
ST
A 17
+24.52
8ƒ"
1'-0‚"
8…"
10†"
10†"
10…"
1'-2"
1'-2‚"
10•"
10•"
9…"
11†"
9…"
11†"
9•"
11•"
10„"
10‡"
10‚"
10ƒ"
10ƒ"
8‚"
1'-0…"
8†"
1'-2ƒ"
1'-1•"
11‡"
9„"
11•"
9•"
11†"
9…"
7"
1'-2"
10‡"
10„"
1'-0•"
11•"
7"1'-8" 1'-6•"
8•"
5‡"
1'-9„"
1'-0•"
11•"
1'-6‡"
8„"
Fixed EndsExpansion PlatesFixed EndsExpansion Plates
Fixed EndsExpansion PlatesFixed EndsExpansion Plates
NOT SURVEYED
CURVED PIER WALL
NOT SURVEYED
CURVED PIER WALL
NOT SURVEYED
CURVED PIER WALL NOT SURVEYED
CURVED PIER WALL
℄ FRANKLIN AVE. & WORKING
℄ UPSTREAM ARC
℄ DOWNSTREAM ARC
THIS SPAN7" LONGITUDINAL UHPC JOINTS,
JOINTS, THIS PIER6" LONGITUDINAL UHPC
FRANKLIN BRIDGE PRECAST DECK PANEL PLAN - POST CONTRACTOR SURVEY
UHPC JOINT, TYP.UHPC JOINT, TYP.
FACE IS VERTICAL AND FLUSH WITH THE PIER WALL.
WEST WALLS SUCH THAT THE VERTICAL PORTION OF THIS
SHOULD TIE INTO THE OUTSIDE FACE OF THE EAST AND
WITH THE EXCEPTION THAT THIS OUTSIDE OVERHANG EDGE
SHOULD CAST THE OUTSIDE OVERHANG EDGE PER PLAN
IN WALL THICKNESS IS … INCH. THUS, CONTRACTOR
WALL THICKNESS IS 1 INCH AND THE MAXIMUM DECREASE
DIMENSIONS, THE MAXIMUM INCREASE IN THE OUTSIDE
CONTRACTOR'S SURVEY COMPARED TO THE PLAN
EXISTING THICKNESSES DOCUMENTED IN THE
SECTION AT THE PIER WALLS. UPON REVIEW OF THE
TIES INTO THE OUTSIDE LEGS OF THE "E" PRECAST
INDEPENDENT OF THE EXISTING BRIDGE EXCEPT WHERE IT
II. THE END OF THE OVERHANG CAN BE CONSIDERED
LEVEL OF SURVEY WAS NOT PROVIDED.
TO MATCH THE EXISTING PIER WALL GEOMETRICS. THIS
BEAM IN CONTACT WITH THE EXISTING PIER WALLS NEEDS
I. PER NOTE 4 ON SHEET B102, THE FACES OF THE CAP
CONSTRUCT CAP BEAM FLUSH WITH EXISTING FACES:
CONTRACTOR MUST SURVEY THE EXISTING PIER FACES AND
C. FOR CAP BEAM TYPE 17 AT ENDS OF PIERS 2 & 3 THE
DETAIL.
END 4P512E BAR, SEE PLAN SHEET B99, PIER 4 PARTIAL
INCH SPACING AND EFFECTED BARS ASSOCIATED WITH THE
ADJUSTMENT IS NEEDED, MAKE ADJUSTMENT TO THE 5
NECESSARY TO MEET GEOMETRIC CRITERIA. IF
LENGTH OF PRECAST CAP BEAM TYPE 19 (PIER 4) AS
CAP BEAMS ON EACH FACE OF PIER 4 AND ADJUST
IV. CONTRACTOR IS TO REVIEW LOCATION OF TRANSVERSE
LOCATIONS ACCORDINGLY.
POINTS AS NOTED IN THE PLANS AND ADJUST R501E BAR
B. CONTRACTOR IS TO MAINTAIN INNER P-2 BARRIER TAPER
THAN 1'-0" APART.
BUT IN NO CASE SHALL R501 E BARS BE SPACED GREATER
BARS IS GREATER THAN 3 INCHES FROM THE END OF A PANEL
BARS ACCORDINGLY SUCH THAT THE CENTERLINE OF R501E
ACROSS THE DECK, THE CONTRACTOR SHALL ADJUST R501E
WHERE THE INNER P-2 BARRIER IS IN TRANSITION OR SKEWING
A. IF PANEL ADJUSTMENTS OCCUR AT A BRIDGE CROSS SECTION
7. CONCRETE PARAPET (TYPE P-2 MODIFIED)
ON EITHER END OF AN EFFECTED PANEL.
GEOMETRY, THE CONTRACTOR SHALL MATCH INTO THE GRADES
PROPOSED MODIFICATIONS TO THE AS PLANNED DECK PANEL
A. IF SIDEWALK GRADES ARE IMPACTED BY CONTRACTOR
6. SIDEWALK GRADES
PLATES.
CHAMFER TO AVOID IMPACT WITH PILASTER STEEL POST BASE
PRECAST ORNAMENTAL RAILING PANELS MAY REQUIRE A
D. CONTRACTOR IS NOTIFIED THAT THE LOWER ENDS OF
MODIFICATIONS TO THE PRECAST DECK PLAN GEOMETRY.
ADJUSTED TO ACCOUNT FOR CONTRACTOR PROPOSED
C. PRECAST ORNAMENTAL RAILING PANEL LENGTH SHALL BE
WEST AND EAST ABUTMENTS FOR EXAMPLE)
REMAIN OFFSET IN THE MODIFIED OR SHIFTED LOCATION (SEE
THE UHPC CLOSURE JOINT ON THE ORIGINAL PLANS SHALL
B. PILASTERS THAT ARE OFFSET FROM THE CENTERLINE OF
NOTED OTHERWISE.
TO BE LOCATED IN THE CENTER OF THE UHPC JOINTS UNLESS
A. THE CENTERLINE OF ORNAMENTAL RAILING PILASTERS ARE
5. PRECAST ORNAMENTAL RAILING
ACCOUNT FOR BAR FIT-UP IN THE UHPC JOINTS
ABC PERIOD. PLACEMENT OF LONGITUDINAL BARS MUST
DECK PANELS FIT TOGETHER WITHOUT CONFLICT DURING THE
MUST BE CARRIED THROUGH ADJACENT PANELS SUCH THAT ALL
D. ADJUSTMENTS TO PRECAST DECK PANEL REINFORCEMENT
CLEARANCES REQUIRED IN THE PLANS MUST BE MAINTAINED.
AT EQUAL SPACES. THE NUMBER OF BARS AND EDGE
BARS PERPENDICULAR TO BRIDGE CENTERLINE CAN BE SPACED
DIRECTION PARALLEL TO BRIDGE CENTERLINE, THE TRANSVERSE
C. IF DECK PANELS GET LONGER, OR SHORTER, IN THE
PLANS.
DECK PANEL GEOMETRY IS CHANGED FROM THAT ON THE
B. LIFTING INSERT LOCATIONS MUST BE RE-EVALUATED IF
ANTICIPATED, LONGER BAR EXTENSIONS WILL BE REQUIRED.
MINIMUM. IF WIDER UHPC CLOSURE POURS ARE PROPOSED OR
AS REQUIRED ON THE PLANS MUST BE ACHIEVED, AT A
PANELS PARALLEL TO BRIDGE CENTERLINE (OR LONGITUDINAL)
A.THE MINIMUM EXTENSION OF REINFORCING BARS IN DECK
ADJUSTED
4. BAR LOCATION REQUIREMENTS IF DECK PANEL GEOMETRY IS
SPANDREL CAP BEAM IS 6 INCHES (+/-).
SPANDREL COLUMNS SURVEY SUPPORTING THE SAME PRECAST
CLEAR DISTANCE BETWEEN EXISTING PLANS AND THE EXISTING
B. THE MAXIMUM CHANGE IN TRANSVERSE SPANDREL COLUMN
MATCH THE CENTERLINE OF EXISTING SPANDREL COLUMNS.
A. CENTERLINE OF PRECAST SPANDREL CAP BEAMS SHALL
3. PRECAST CAP BEAMS ON SPANDREL COLUMNS
CLEARANCES OR THE MAXIMUM BAR SPACING.
INDIVIDUAL BAR SPACING AS REQUIRED TO MEET EDGE
SPACING IS PROVIDED ON THE PLANS, ADJUST THE
SPACING REQUIREMENTS. IN SITUATIONS WHERE BAR
FORMS TO MEET MINIMUM EDGE CLEARANCE, OR MAXIMUM
CONTRACTOR IS TO ADJUST BARS AS REQUIRED IN THE
THESE CAP BEAMS IN PLACE AND NOT PRECAST THEM.
III. IT IS UNDERSTOOD THE CONTRACTOR WILL CAST
15+00
3-6
3-7
EA
ST
PIE
R 3
3-6
SHEET
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP004_5.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
9" UHPC JOINTS
9" UHPC JOINTS
@ 65°F
1ƒ" EXP. JT.
6" UHPC JOINTS
JOINT
6" UHPC
JOINT
9" UHPC
STA 19+70.24 ℄ CAP
STA 19+84.52 ℄ CAP
STA 19+98.97 ℄ CAP
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
EAST APPROACHSPAN 5PIER 4SPAN 4PIER 3SPAN 3PIER 2SPAN 2PIER 1SPAN 1
"KEYSTONE" PANELS
JOINTS.MONOLYTHIC, NO PANELS 359-366 CIP
B122E
NOTES:
1
2
3
LEGEND:
CAST-IN-PLACE
SHIFTED DECK PANEL
CAP BEAM
PTFE SHIM LOCATION.
XX-X
3
SEE RFI 68 FOR DETAILS.
CIP APPROACH SPAN. MECAHNICAL COUPLERS WERE USED.
TRANSVERSE UHPC JOINT WAS ELIMINATED IN FAVOR OF
AT SPANDRELS 4-2 AND 4-3. SEE RFI 39 FOR DETAILS.
PANELS 277-286, PUSH PLATE BACK TO ‚" PROJECTION
MISPLACED SS ? PANEL 301-X2. SEE NCR 06 FOR DETAILS
1
2
PANEL NO. AND TYPE
AS-BUILT - DECK PLAN - POST CONTRACTOR SURVEY (4 OF 4)
18+00 19+00 20+00
4-1
4-2
4-3
4-4
4-5
4-6
5-1
5-2
5-0
WE
ST
PIE
R 4
EA
ST
PIE
R 4
AB
UT.
EA
ST
EA
ST
AP
PR
OA
CH
259-B4
264-B4
267-J1
269-B3
270-G'
271-G'
272-G'
273-G'
274-B3
275-H'
276-J1
277-J2
278-H"
279-B2
280-G"
281-A"
282-A"
283-G"
284-B2
285-H"
286-J2
287-Y3
288-X3
289-W2
290-W2
291-W2
292-W2
293-X3
294-Y3
295-Y2
296-X2
297-W2
298-W2
299-W2
300-W2
301-X2
302-Y2
303-F'
304-E'
305-D'
306-D'
307-D'
308-D'
309-E'
310-F'
311-F
312-E
313-D
314-D
315-D
316-D
317-E
318-F
319-U1
320-T1
321-S1
322-S1
323-S1
324-S1
325-T1
326-U1
268-H'
327-U'
328-T'
329-S'
330-S'
331-S'
332-S'
333-T'
334-U'
335-U"
336-T"
337-S"
338-S"
339-S"
340-S"
341-T"
342-U"
343-U"
344-T"
345-S"
346-S"
347-S"
348-S"
349-T"
350-U"
351-U'''
352-T'''
353-S'''
354-S'''
355-S'''
356-S'''
357-T'''
358-U'''
359-AS9
360-AS6
361-AS4
362-AS3
364-AS4
363-AS3
365-AS7
366-AS10
Fixed
4-1
Exp PL
4-2
Exp PL
4-3
Exp PL
4-5
Fixed
4-6
JT
Exp
4-4
Fixed
Pr 4 W
Fixed
Pr 4 E
Exp PL
E Abut
Exp PL
5-0
Exp PL
5-0
Exp PL
5-2
Exp PL
5-2Fixed
4-1
Exp PL
4-2
Exp PL
4-3
Exp PL
4-5
Fixed
4-6
JT
Exp
4-4
Fixed
Pr 4 W
Fixed
Pr 4 E
Exp PL
E Abut
ST
A 17
+68.94
ST
A 17
+69.69
ST
A 17
+97.65
ST
A 17
+98.40
ST
A 18
+26.35
ST
A 18
+27.10
ST
A 18
+55.36
ST
A 18
+55.51
ST
A 18
+83.77
ST
A 18
+84.52
ST
A 19
+12.48
ST
A 19
+13.23
ST
A 19
+41.19
ST
A 19
+41.94
ST
A 19
+55.67
ST
A 19
+56.17
ST
A 19
+70.02
ST
A 19
+70.52
ST
A 19
+84.38
ST
A 19
+84.88
ST
A 19
+98.73
ST
A 19
+99.23
ST
A 20
+13.08
ST
A 20
+13.83
10„"
10‡" 9"
1'-0" 9‡"
11„"
1'-3ƒ"
1'-0•"
8‡"
1'-0„"
10‡"
10„"1'-0…"
11†"
1'-1‚"
10ƒ"
1'-0„"
11‡"
10‡"
10„"
8†"
1'-0…"
10…"
10†"
1'-1…"
1'-2‡"
1'-0‚"
8ƒ"
10‡"
10„"
1'-0…"11†"
1'-1„"10‡"
1'-0„"11‡"
11‚"
9ƒ"
10…"
10†"
8‡"
1'-0„" 9ƒ"
1'-2‚"
9„"
11‡"
1'-4ƒ"
7‚"
Expansion PlatesFixed EndsExpansion PlatesFixed Ends
Expansion PlatesFixed EndsExpansion PlatesFixed Ends
Exp PL
5-1
Exp PL
5-1
THIS SPAN7" LONGITUDINAL UHPC JOINTS,
JOINTS, THIS SPAN6" LONGITUDINAL UHPC
JOINTS, THIS PIER6" LONGITUDINAL UHPC
JOINTS, THIS SPAN7" LONGITUDINAL UHPC
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP005.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
18'-6"
1'-2"2'-0" 2'-0"
2% SLOPE 2% SLOPE
18'-6"
18'-6"
1'-2"2'-0" 1'-2" 2'-0"
18'-6"
NOTES:
LANE
13'-0"
DECK PANEL
6'-6•" PRECAST
DECK PANEL
8'-9" PRECAST
DECK PANEL
8'-9" PRECAST
DECK PANEL
7'-1" PRECAST
LANE
12'-0"
LANE
11'-0"
LANE
11'-0"
LANE
12'-0"
DECK PANEL
9'-0•" PRECAST
DECK PANEL
7'-11" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
7'-11" PRECAST
DECK PANEL
9'-0•" PRECAST
19'-8" 19'-8"
38'-2"38'-2"
76'-4" (OUT-TO-OUT OF DECK)
33'-2"
66'-4" (OUT-TO-OUT OF DECK)
33'-2"
14'-8"14'-8"
SPANDREL CAP BEAM
PROFILE GRADE
PROFILE GRADE
2% SLOPE2% SLOPE
SECTION B-B
SECTION A-A
SPANDREL CAP BEAM
DE
CK
1'-
2"
1'-2"
LANE
13'-0"
DECK PANEL
7'-1" PRECAST
DECK PANEL
8'-9" PRECAST
DECK PANEL
6'-6•" PRECAST
DECK PANEL
8'-9" PRECAST
DE
CK
1'-
2"
4" 4"
POUR (TYP.)
7" CLOSURE
4" 4"
POUR (TYP.)
7" CLOSURE
2% SLOPE
SHARED USE PATH
12'-0"
SHARED USE PATH
12'-0"
2% SLOPE
OV
ER
LA
Y
ƒ"
MIN
OV
ER
LA
Y
ƒ"
MIN
SHARED USE PATH
17'-0"
2% SLOPE2% SLOPE
SHARED USE PATH
17'-0"
< UPSTREAM ARCH RIB < DOWNSTREAM ARCH RIB
< UPSTREAM ARCH RIB < DOWNSTREAM ARCH RIB
(TYP)
CONDUIT
LIGHTING (TYP)
RAILING
ORNAMENTAL
(TYP)
RAILING
ORNAMENTAL
(TYP)
CONDUIT
LIGHTING
(TYP)
CONDUIT
SIGNAL
(TYP)
CONDUIT
SIGNAL
2% SLOPE
2% SLOPE 2% SLOPE
STRUCTURAL TUBE RAILING (TYP)
CONCRETE PARAPET TYPE P-2 MOD. W/
2% SLOPE
STRUCTURAL TUBE RAILING (TYP)
CONCRETE PARAPET TYPE P-2 MOD W/
(TYP)
LEVEL
(TYP)
LEVEL
WORKING LINE
< BRIDGE
WORKING LINE
< BRIDGE
LEGEND:
INDICATES UHPC CLOSURE POUR
STA 13+05.81 TO STA 16+94.98
STA 10+71.77 TO STA 12+72.73
STA 18+44.13 TO STA 19+41.77
(TYP)
SUPPORT
MAIN
WATER
(TYP)
SUPPORT
MAIN
WATER
CB
EBR
FP
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
(TYP)
SUPPORT
UTILITY
(TYP)
SUPPORT
UTILITY
6.
5.
4.
3.
2.
1.
7/14/2015
B123R
1 1 1 1
1 1 1 1
1
PATH INCREASED BY 1".
ROADWAY WIDTH DECREASED BY 1" AND SHARED USE
CONCRETE PARPET TYPE P-2 MOD. REBAR OFF BY 1",
THROUGH U4.
FOR UTILITY SUPPORT DETAILS, SEE SHEETS U1
THAT THEY ARE PLUMB IN THE FINAL CONDITION.
PARAPETS SHALL BE CAST ON DECK PANELS SUCH
AND B173 (WATERMAIN SUPPORT DETAILS).
FOR WATERMAIN SUPPORT DETAILS, SEE SHEETS B172
SEE SHEETS B139 AND B140 (DECK DETAILS).
FOR CLOSURE POUR DETAILS AND REINFORCEMENT,
SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).
FOR TYPICAL PANEL DETAILS AND REINFORCEMENT,
SHEETS B119 TO B122 (DECK PLANS).
FOR LOCATIONS OF SECTIONS A-A AND B-B, SEE
AS-BUILT - DECK SECTIONS (1 OF 2)
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP006.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
1'-2"2'-0" 2'-0"
2% SLOPE 2% SLOPE
1'-2"2'-0" 1'-2" 2'-0"
DECK PANEL
8'-9" PRECAST
DECK PANEL
8'-9" PRECAST
DECK PANEL
8'-4" PRECAST
LANE
12'-0"
LANE
11'-0"
LANE
11'-0"
DECK PANEL
7'-11" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
9'-7" PRECAST
DECK PANEL
7'-11" PRECAST
38'-2"
PROFILE GRADE
PROFILE GRADE
SECTION D-D
SECTION C-C
B124
1'-2"
DECK PANEL
8'-4" PRECAST
DECK PANEL
8'-9" PRECAST
DECK PANEL
8'-9" PRECAST
POUR (TYP.)
7" CLOSURE
POUR (TYP.)
7" CLOSURE
2% SLOPE
SHARED USE PATH
12'-0"
SHARED USE PATH
12'-0"
2% SLOPE
SHARED USE PATH
17'-0"
2% SLOPE
SHARED USE PATH
17'-0"
(TYP)
CONDUIT
LIGHTING (TYP)
RAILING
ORNAMENTAL
(TYP)
CONDUIT
LIGHTING
(TYP)
CONDUIT
SIGNAL
(TYP)
CONDUIT
SIGNAL
2% SLOPE
2% SLOPE 2% SLOPE
STRUCTURAL TUBE RAILING (TYP)
CONCRETE PARAPET TYPE P-2 MOD. W/
(TYP)
LEVEL
WORKING LINE
< BRIDGE
WORKING LINE
< BRIDGE
VARIES 76'-4" TO 77'-7‡" (OUT-TO-OUT OF DECK)
LANE
VARIES 12'-0" TO 13'-3‡"
STA 9+83.13 TO STA 9+99.50
STA 20+14.04 TO STA 20+29.24
CB
EBR
FP
NOTES:
6
2% SLOPE
OV
ER
LA
Y
ƒ"
MIN
DE
CK
1'-
2"
SPA
EQ
SPA
EQ
LANE
13'-0"
LANE
13'-0"
(TYP)
WALL
ABUTMENT
EXISTING
(TYP)
RAILING
ORNAMENTAL
(TYP)
LEVEL
PRECAST DECK PANEL PRECAST DECK PANEL
TO 10'-4"
VARIES 9'-0•"
PRECAST DECK PANEL
STRUCTURAL TUBE RAILING (TYP)
CONCRETE PARAPET TYPE P-2 MOD. W/
2% SLOPE
VARIES 38'-2" TO 39'-5‡"
2% SLOPE 2% SLOPE DE
CK
1'-
2"
OV
ER
LA
Y
ƒ"
MIN
(TYP)
WALL
ABUTMENT
EXISTING
VARIES
VARIES
7.
5.
4.
3.
2.
1.
LEGEND:
INDICATES UHPC CLOSURE POUR
6
VARIES 35'-10•" TO 35'-0ƒ" VARIES 35'-10•" TO 35'-0ƒ"
VARIES 71'-9" TO 70'-1•" (OUT-TO-OUT OF DECK)
TO 7'-2‚"
VARIES 8'-0"
TO 7'-2‚"
VARIES 8'-0"
PRECAST DECK PANEL
TO 9'-0‡"
VARIES 9'-0•"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
1
2
1 1 1 1
1
1
11
2
2
AS-BUILT - DECK SECTIONS (2 OF 2)
ELIMINATING THE UHPC JOINTS. SEE RFI 68 FOR DETAILS.
PRE-CAST DECK PANELS REPLACED BY SINGLE CIP SLAB,
PATH INCREASED BY 1".
ROADWAY WIDTH DECREASED BY 1" AND SHARED USE
CONCRETE PARAPET TYPE P-2 MOD. REBAR OFF BY 1",
THEY ARE PLUMB IN THE FINAL CONDITION.
PARAPETS SHALL BE CAST ON DECK PANELS SUCH THAT
VARIES FROM 2'-7‡" TO 1'-10ƒ".
(PIER 1 AND 4 AND PIER 2 AND 3 MODIFICATION DETAILS).
SEE SHEETS B97 TO B99 AND B102 TO B104
SECTIONS AT PIERS SIMILAR. FOR ADDITIONAL DETAILS,
ABUTMENT MODIFICATION DETAILS).
SEE SHEETS B89 AND B91 (EAST AND WEST
FOR ADDITIONAL SECTIONS AT ABUTMENTS,
SEE SHEETS B139 AND B140 (DECK DETAILS).
FOR CLOSURE POUR DETAILS AND REINFORCEMENT,
SEE SHEETS B125 TO B138 (DECK PANEL DETAILS).
FOR TYPICAL PANEL DETAILS AND REINFORCEMENT,
SEE SHEETS B119 AND B122 (DECK PLANS).
FOR LOCATIONS OF SECTIONS C-C AND D-D,
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUP007.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014B125
DECK PANEL TYPE A - PLAN
SECTION A-A
8'-9"
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
DECK PANEL TYPE B - PLAN
27'-11•"
L1 L26'-8ƒ" 6'-8ƒ"
W1
W
W1
SECTION B-B
W
TYPE
PANEL
DECK PANEL DIMENSION TABLE
SECTION D-D
27'-11•"
6'-8ƒ" 6'-8ƒ"
A
A
B
B
D D
DECK PANEL DETAILS - TYPES A AND B
W2
B4
B3
B2
B1
B
A
L1 L2
SECTION C-C
C
C
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
W3
W
SID
EW
AL
KR
OA
DW
AY
S5004E @ 12"
S6003E @ 12"
S7002E @ 5"
< PARAPET
S5007E @ 12"
S8001E @ 5"
S7002E @ 5"
S8001E @ 5"
LEGEND:
27'-11•"
8'-
9"
MOD W/ STRUCTURAL TUBE RAILING
< CONCRETE PARAPET TYPE P-2
9'-
3•
"
(ROUGH FINISH)
CONSTR. JT.
7'-
7•
"
ROUGH FINISH
4Š" 11• "
4Š" 11• "
L1 L2 W W1 W2 W3 CAMBER
0"
0"
0"
8'-10ƒ"
14'-6"
N/A
14'-6"
14'-6"
14'-6"
5'-7‚"
0"
N/A
5'-1"
7'-1"
7'-1"
7'-1"
7'-1"
N/A
1'-7…"
2'-11…"
3'-2…"
3'-11•"
3'-11•"
N/A
11†"
11†"
11†"
4•"
0"
N/A
1'-7‚"
2'-3‚"
2'-0‚"
2'-3†"
3'-1•"
N/A
‚"
‚"
‚"
‚"
‚"
‰"
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
STUD, TYP
…" \ S.S. SHEAR
TYPES A' AND A" ONLY
…" S.S. ?
TYPE A" ONLY
…" S.S. ?
STUD, TYP
…" \ S.S. SHEAR
B2 ONLY
TYPES B" AND
…" S.S. ?
AND B3 ONLY
TYPES B', B", B2
…" S.S. ?
NOTES:
1.
28-S6003E @ 12" (B)
28-S5004E @ 12" (T)
21-S8001E
@ 5" (B)
21-S7002
E
@ 5" (T)
S8001E
@ 5" (B)
S7002
E
@ 5" (T)
28-S6005E (TYP) OR 28-S6008E (TYPE B4) @ 12" (B)
28-S5006E (TYP) OR 28-S5009E (TYPE B4) @ 12" (T)
ALT. W/ S5006E (TYP) OR S5009E (TYPE B4) @ 12" (T)
27-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
28-S6005E (TYP) OR 28-S6008E (TYPE B4) @ 12" (B)
28-S5006E (TYP) OR 28-S5009E (TYPE B4) @ 12" (T)
ALT. W/ S5006E (TYP) OR S5009E (TYPE B4) @ 12" (T)
27-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
S7002E @ 5"
S8001E @ 5"
21-S7002E @ 5"
21-S8001E @ 5"
PARAPET REINFORCEMENT
PARAPET REINFORCEMENT
(B)
(T)
INDICATES BOTTOM
INDICATES TOP
S5009E (TYPE B4) @ 12"
S5006E (TYP) OR
S6008E (TYPE B4) @ 12"
S6005E (TYP) OR
S5007E @ 12"
S5009E (TYPE B4) @ 12"
S5006E (TYP) OR
S6008E (TYPE B4) @ 12"
S6005E (TYP) OR
TYP
1'-5•"
TY
P
1‚
"
TY
P
9•
"
TYP
4‚"
TY
P
9
SP
A.
@ 10"
= 7'-
6"
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TY
P
3‚
"
TYP
5ƒ"
TYP
8•"
TY
P
2'-
2‚
"
TYP
6'-0"
TY
P
2•
"
6•
" (B), T
YP
6" (T), T
YP
TYP
5ƒ"
TY
P
1‚
"
TY
P
9•
"
6'-0" TYP
TY
P
10"
TY
P
3•
"
TY
P
2'-
5"T
YP
7 S
PA.
@ 10"
= 5'-
10"
TYP
4‚"
TY
P
3‚
"
TYP
1'-5•"
TYP
8•"
3" (B
4
ON
LY)
2•
",
TY
P
6•
" (B), T
YP
6" (T), T
YP
TYP
2 SPA. @ 7" = 1'-2"TYP
2"
TYP
1•"
TYP
5ƒ"
TYP
8•"
TYP
1'-6"
TYP
6"
TYP
2•"
TYP
6•"
TYP
6"
3" (B4 ONLY)
2•", TYP
TYP
6•"
TYP
6"
3" (B4 ONLY)
2•", TYP
TYP
6•"
FP
1'-0" (TYPE B4 ONLY)
1'-5" (TYP)
EBR
ET
REINFORCEMENT
PARAPET
5
PARAPET REINFORCEMENT
DETAILS 2 OF 2).
CAMBER DETAIL, SEE SHEET B140 (DECK
FOR DECK PANEL SHEAR KEY DETAIL AND
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
PANEL.
PARAPET ARE MEASURED ALONG THE TOP OF DECK
DIMENSIONS TO CENTERLINE OF CONCRETE
PARAPET SHALL BE PLUMB.
WHEN THE DECK PANELS ARE INSTALLED, THE
STRUCTURAL TUBE RAILING).
(CONCRETE PARAPET (TYPE P-2 MODIFIED) W/
CONDUIT LOCATIONS IN PARAPET, SEE SHEET B151
AND P-2 TUBE RAILING ANCHORAGE INSERT AND
FOR CONCRETE PARAPET REINFORCEMENT DETAILS
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B117 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
6.
5.
4.
3.
2.
6.
6.
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP008.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PANEL TYPE C - PLAN
27'-11•"
6'-
6•
"
SECTION A-A
6'-6•"
A
A
DECK PANEL DETAILS - TYPES C AND D
B
B
SECTION B-B
6'-10•"
TYPE
PANEL
D
C
CAMBER
‰"
‰"
DECK PANEL TYPE D - PLAN
27'-11•"
9'-
7"
SECTION C-C
9'-7"
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
C
C
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
CO
VE
R
3"
CL
R.
1•
"
2ƒ
" (B)
4‚
" (T)
6•"
6"
S5011E @ 12"
S6010E @ 12"
6•"
S6010E @ 12"
6"
4‚"
S5018E @ 12"
S6017E @ 12"
S5016E
S5012E @ 12"
6'-
6ƒ
"
10'-
1•
"
(TYP)
6"
S5015E @ 12"
9•" 9‚"
3-S5013E
S5014E @ 12"
TYP
ANCHOR BOLT
ƒ" \
2" CONDUIT
9•"
9•
"
2" CONDUIT
RAILING
< ORNAMENTAL
11'-10‚"11•" 11•"
BOLT, TYP
ƒ" \ ANCHOR
1'-5•"
2'-4"
3‚
"
1‚
"
6‚
"
3-S5013E
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
4.
3.
2.
1.
TYPE C" ONLY
…" S.S. ?
TYPES C' AND C" ONLY
…" S.S. ?
TYPE D' ONLY
…" S.S. ?
STUD, TYP
…" \ S.S. SHEAR
STUD, TYP
…" \ S.S. SHEAR
LEGEND: NOTES:
2'-8"
15-S8001E
@ 5" (B)
15-S7002
E
@ 5" (T)
28-S6017E @ 12" (B)
28-S5018E @ 12" (T)
23-S8001E
@ 5" (B)
23-S7002
E
@ 5" (T)
15-S7002E @ 5"
15-S8001E @ 5"
15-S7002E @ 5"
15-S8001E @ 5"
23-S7002E @ 5"
23-S8001E @ 5"
(B)
(T)
INDICATES BOTTOM
INDICATES TOP
TYP
1'-5•"
TY
P
2•
"
TY
P
1•
"
TYP
6'-0"
TY
P
2'-
2"
6•
" (B), T
YP
6" (T), T
YP
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TY
P
7 S
PA.
@ 10"
= 5'-
10"TYP
4‚"
TYP
5ƒ"
TYP
8•"
TY
P
1‚
"
TY
P
9•
"
TYP
4‚"
TY
P
10
SP
A.
@ 10"
= 8'-
4"
TYP
5ƒ"
TYP
8•"
TY
P
3‚
"
TYP
1•"TYP
2 SPA. @ 7" = 1'-2"TYP
2"
TY
P
2'-
4ƒ
"
TYP
6'-0"
TY
P
2•
"
6•
" (B), T
YP
6" (T), T
YP
TYP
4" TYP
2ƒ"
TYP
4‚"
TYP
4" TYP
2ƒ"
TYP
2•"
TYP
6•"
28-S6010E @ 12" (B)
26-S5011E (TYP) & 2-S5012E (PILASTER) @ 12" (T)
EBR
ET
FP
DECK PANEL CAMBER TABLE
11'-10‚"
4
4
3‚"
6‚
"
8‚"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
CURB SHALL BE VERTICAL.
OF CURB SHALL BE LEVEL, AND THE FACE OF
WHEN THE DECK PANELS ARE INSTALLED, THE TOP
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
B126R2
5/14/2015
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP009.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PANEL DETAILS - TYPES E AND F
DECK PANEL TYPE E - PLAN
27'-11•"
SECTION A-A
7'-11"
SECTION C-C
27'-11•"
B
B
C C
SECTION B-B
A
A
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
7'-11"
7'-
11"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
DECK PANEL TYPE F - PLAN
27'-11•"
9'-
0•
"
D
D
E
E
1•
"
SECTION D-D
9'-0•"
SECTION E-E
9'-4•"
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
CO
VE
R
3"
CL
R.
SID
EW
AL
KR
OA
DW
AY
S5020E @ 12"
S6019E @ 12"
S6019E @ 12"
S5020E @ 12"
6•"
6•"
6"
6"
MOD W/ STRUCTURAL TUBE RAILING
< CONCRETE PARAPET TYPE P-2
S6019E @ 12"
S5016E
S5026E @ 12"S5015E @ 12"
9•" 9‚"
TYP
ANCHOR BOLT
ƒ" \
2" CONDUIT
BOLT, TYP
ƒ" \ ANCHOR
S5025E @ 12"
S6019E @ 12"
S5014E @ 12"
2" CONDUIT
9•"
9•
"< ORNAMENTAL RAILING
11•"
1'-5•"
8'-
5•
"
3‚
"
1‚
"
…" S.S. ? TYPE E' ONLY
6'-8ƒ" 14'-6" 6'-8ƒ"
2'-
11•
"
2'-5"5'-0"
< BRIDGE FLOOR DRAINS
TYPE E ONLY, TYP
BRIDGE FLOOR DRAIN
1'-
6•
"
CAMBER
F
E
‰"
‚"
6'-8ƒ" 14'-6" 6'-8ƒ"
1'-5•"
9'-
0ƒ
"
5'-0" 2'-5"
(TY
P)
1'-
6"
FLOOR DRAINS
< BRIDGE
4‚"
2'-4"
S5007E @ 12"
S5007E @ 12"
< PARAPET
(ROUGH FINISH)
CONSTR. JT.
4Š" 11• "
ROUGH FINISH
4Š" 11• "
3-S5013E
3-S5013E
TYPE E ONLY, TYP
6-S8021E @ 2•" (T & B)
TY
P
2"
CO
V
TY
P
2"
CO
V
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
STUD, TYP
…" \ S.S. SHEAR
TYPE F' ONLY
…" S.S. ?
TYP
SHEAR STUD,
…" \ S.S.
NOTES:LEGEND:
2'-8"
PARAPET REINFORCEMENT
28-S6019E @ 12" (B)
28-S5020E @ 12" (T)
TY
P
2•
"
SP
A
TYPE E ONLY, TYP
S8022E (T & B)
TYPE E ONLY, TYP
S8023E (T & B)
TYPE E ONLY, TYP
S8024E (T & B)
19-S8001E
@ 5" (B)
19-S7002
E
@ 5" (T)
PARAPET REINFORCEMENT
28-S6019E @ 12" (B)
28-S5020E @ 12" (T)
S7002E @ 5"
S8001E @ 5"
TYPE F ONLY, TYP
6-S8021E @ 2•" (T & B)
TYPE F ONLY, TYP
S8022E (T & B)
TYPE F ONLY, TYP
S8023E (T & B)
TYPE F ONLY, TYP
S8024E (T & B)
TY
P
2•
"
SP
A
ONLY, TYP
DRAIN, TYPE F
BRIDGE FLOOR
21-S8001E
@ 5" (B)
21-S7002
E
@ 5" (T)
19-S7002E @ 5"
19-S8001E @ 5"
19-S7002E @ 5"
19-S8001E @ 5"
21-S7002E @ 5"
21-S8001E @ 5"
21-S7002E @ 5"
21-S8001E @ 5"
INDICATES BOTTOM
INDICATES TOP
(B)
(T)
TYP
5ƒ"
TY
P
1‚
"
TY
P
9•
"TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TYP
4‚"
TY
P
8 S
PA.
@ 10"
= 6'-
8"
TY
P
3‚
"
TYP
8•"
TY
P
2'-
5"
TY
P
10"
TY
P
3•
"
TY
P
1'-
10"
TYP
6'-0"
TY
P
1'-
6"
TYP
1'-6"
TY
P
2•
"
6•
" (B), T
YP
6" (T), T
YP
TYP
5ƒ"
TYP
8•"
TYP
1'-6"
TY
P
2•
"
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TYP
6'-0"
TY
P
2'-
3"
TYP
4‚"
TY
P
10
SP
A
@ 10"
= 8'-
4"
TYP
5ƒ"
TYP
8•"
TY
P
1•
"
2ƒ
" (B), T
YP
4‚
" (T), T
YP
6•
" (B), T
YP
6" (T), T
YP
TYP
1'-6"
TY
P
1'-
6"
TYP
6"
TYP
2•"
TYP
6•"
TYP
6"
TYP
2•"
TYP
6•"
TYP
4‚"
TYP
4"
TYP
2ƒ"
TYP
4"
TYP
2ƒ"
28-S6019E @ 12" (B)
26-S5025E (TYP) & 2-S5026E (PILASTER) @ 12" (T)
ALT W/ S5020E @ 12" (T)
27-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
ALT. W/ S5020E @ 12" (T)
27-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
EBR
ET
FP
DECK PANEL CAMBER TABLE
REINFORCEMENT
PARAPET
6
PARAPET REINFORCEMENT
3‚"
6‚
"6‚
"
8‚"
6
6
7 TYP
7 TYP
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
PANEL TYPE
STRUCTURAL TUBE RAILING).
(CONCRETE PARAPET (TYPE P-2 MODIFIED) W/
CONDUIT LOCATIONS IN PARAPET, SEE SHEET B151
P-2 TUBE RAILING ANCHORAGE INSERTS, AND
FOR CONCRETE PARAPET REINFORCEMENT DETAILS,
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
4.
3.
2.
1.
PANEL.
PARAPET ARE MEASURED ALONG THE TOP OF DECK
DIMENSIONS TO CENTERLINE OF CONCRETE
OF FLOOR DRAIN.
ALL DECK REINFORCEMENT TO BE CUT 2" CLEAR
BE VERTICAL.
SHALL BE LEVEL, AND THE FACE OF CURB SHALL
PARAPET SHALL BE PLUMB, THE TOP OF CURB
WHEN THE DECK PANELS ARE INSTALLED, THE
B169 (BRIDGE DRAINAGE DETAILS).
FOR BRIDGE FLOOR DRAIN DETAILS, SEE SHEET
8.
7.
6.
5.
8.
8.
B127R2
11•" (TYPE F')
8•"(TYPE F)
11'-10‚" (TYPE F')
12'-1‚" (TYPE F)11'-10‚"
5/14/2015
2'-
6"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP010.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PANEL DETAILS - TYPES G AND H
TYPE
PANEL
H1
H
G1
G
DECK PANEL TYPE G - PLAN
27'-11•"
SECTION A-A
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
A
A
DECK PANEL TYPE H - PLAN
27'-11•"
SECTION B-B
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
B
B
W
W
W
W
S7002E @ 5"
S8001E @ 5"
S7002E @ 5"
S8001E @ 5"
3.
2.
1.
W CAMBER
‰"
‰"
‰"
‰"
5'-4"
5'-9"
6'-9•"
7'-1"
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
STUD, TYP
…" \ S.S. SHEAR
TYPE G" ONLY
…" S.S. ?
TYPES G' AND G" ONLY
…" S.S. ?
STUD, TYP
…" \ S.S. SHEAR
TYPE H" ONLY
…" S.S. ?
TYPES H' AND H" ONLY
…" S.S. ?
NOTES:LEGEND:
28-S6005E (TYPE G) OR 28-S6027E (TYPE G1) @ 12" (B)
28-S5006E (TYPE G) OR 28-S5028E (TYPE G1) @ 12" (T)
S8001E
@ 5" (B)
S7002
E
@ 5" (T)
28-S6029E (TYPE H) OR 28-S6031E (TYPE H1) @ 12" (B)
28-S5030E (TYPE H) OR 28-S5032E (TYPE H1) @ 12" (T)
S8001E
@ 5" (B)
S7002
E
@ 5" (T)
S5006E (TYPE G) OR S5028E (TYPE G1) @ 12"
S6005E (TYPE G) OR S6027E (TYPE G1) @ 12"
S5030E (TYPE H) OR S5032E (TYPE H1) @ 12"
S6029E (TYPE H) OR S6031E (TYPE H1) @ 12"
INDICATES BOTTOM
INDICATES TOP
(B)
(T)
TYP
1'-5•"
TY
P
1‚
"
TY
P
9•
"
TYP
4‚"
TY
P
10"
SP
A.
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TY
P
3‚
"
TYP
5ƒ"
TYP
8•"
TY
P
1'-
9"
TYP
6'-0"
6•
" (B), T
YP
6" (T), T
YP
3‚
"
TY
PE
G1,
TY
P
2•
"
TY
PE
G,
TY
P
TYP
6"
3‚" TYPE G1, TYP
2•" TYPE G, TYP
TYP
6•"
TYP
1'-5•"
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TYP
4‚"
TY
P
10"
SP
A.
TYP
5ƒ"
TYP
8•"
TY
P
1'-
4"
TYP
6'-0"
6•
" (B), T
YP
6" (T), T
YPTY
P
4•
"
TYP
6"
TYP
4•"
TYP
6•"
EBR
ET
FP
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAIL, SEE SHEET B140 (DECK DETAILS 2 OF 2).
FOR DECK PANEL SHEAR KEY DETAIL AND CAMBER
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
7'-
7•
"6'-
3•
"
DECK PANEL DIMENSION TABLE
3/26/2015
B128R
TY
P
1‚
"
TY
P
11•
"
TY
P
11•
"
TY
P
1‚
"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP011.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PANEL DETAILS - TYPES J AND K
TYPE
PANEL
DECK PANEL DIMENSION TABLE
K1
K
J2
J1
DECK PANEL TYPE K - PLAN
8'-
10"
SECTION C-C
8'-10"
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
C
C
L
DECK PANEL TYPE J - PLAN
SECTION A-A
A
A
B
B
SECTION B-B
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
CO
VE
R
3"
CL
R.
1•
" 2•
"
W1
6•"
6"
6"
6•"
S5004E @ 12"
NOTES:
VARIES
VARIES
TYPE K1 THIS END ONLY
8•"
11•"
2'-4"
1•
"
?
L1
?
L2
BOLT, TYP
ƒ" \ ANCHOR
RAILING
< ORNAMENTAL
9•"
9•
"
1‚
"
1‚
"
S5014E @ 12"
2" CONDUIT
S5015E @ 12"
S5016E
TYP
ANCHOR BOLT
ƒ" \
9•" 9‚"
2" CONDUIT
9'-
3•
"
3•"
2"2ƒ"
4‚"
3•"
2"2ƒ"
8‚"
3-S5013E
3-S5013E
1'-
11
…"
L W1 ? L1 ? L2 CAMBER
0"
0"
‰"
‰"
13'-8ƒ"
13'-10‚"
N/A
N/A
N/A
N/A
3'-11ƒ"
3'-7ƒ"
N/A
N/A
3'-11ƒ"
N/A
N/A
N/A
5'-10•"
5'-6…"
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
4.
3.
2.
1.
TYP
SHEAR STUD,
…" \ S.S.
TYPE J2 ONLY
…" S.S. ?
TYPES J1 AND J2
…" S.S. ?
STUD, TYP
…" \ S.S. SHEAR
LEGEND:
2-S5035E (TYPE J1) OR 2-S5039E (TYPE J2) @ 12" (T)
13-S5036E (TYPE J1) OR 13-S5040E (TYPE J2) @ 12" (T) 13-S5034E (TYPE J1) OR 13-S5038E (TYPE J2) @ 12" (T)
28-S6033E (TYPE J1) OR 2-S6037E (TYPE J2) @ 12" (B)
2'-8"
S5004E @ 12" (T) & S6044E @ 12" (B) TYPE K1
S5004E @ 12" (T) & (B) TYPE K
S5034E (TYPE J1) OR S5038E (TYPE J2) @ 12"
S6033E (TYPE J1) OR S6037E (TYPE J2) @ 12"
S5035E (TYPE J1) OR S5039E (TYPE J2) @ 12"
S6033E (TYPE J1) OR S6037E (TYPE J2) @ 12"
S6044E @ 12" TYPE K1
S5004E @ 12" TYPE K
(B)
(T)
INDICATES BOTTOM
INDICATES TOP
TYP
4‚"
TY
P
10"
SP
A.
TY
P
3‚
"
TY
P
1‚
"
TYP
5ƒ"
TYP
8•"
TYP
2 SPA. @ 7" = 1'-2"TYP
2"
TYP
1•"
6•
" (B), T
YP
6" (T), T
YP
TY
P
TY
P
TY
P
2'-
2"
TYP
6'-0"
TYP
1'-5•"
TY
P
1‚
"
TY
P
9•
"
TY
P
2'-
2•
"
TYP
3'-0"
TY
P
9
SP
A.
@ 10"
= 7'-
6"
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TY
P
2ƒ
"
4…" TYPE K1, TYP
5„" TYPE K, TYP TY
P
3"
TY
P
5•
"
TYP
4"
TYP
4"
TYP
3"
TYP
5•"
EBR
ET
FP
3‚"
6‚
"
4
6‚
"
8‚"
CURB SHALL BE VERTICAL.
OF CURB SHALL BE LEVEL, AND THE FACE OF
WHEN THE DECK PANELS ARE INSTALLED, THE TOP
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
THIS END ONLY
4‚" TYPE K1
4‚" TYPE K''' THIS END ONLY
2ƒ" TYP UNO
8•" TYPE K''' THIS END ONLY
5•" TYP UNO
AND K''' ONLY
…" S.S. ? TYPES K', K"
K" AND K''' ONLY
…" S.S. ? TYPES
21-S8042
E
@ 5" (B)
TY
PE
K1
21-S7043
E
@ 5" (T)
&
21-S5193
E
@ 5" (T)
& (B)
TY
PE
K'''
21-S5041E
@ 5" (T)
& (B)
TY
PE
K'
AN
D
K''
21-S8042E @ 5" TYPE K1
21-S5193E @ 5" TYPE K'''
21-S5041E @ 5" TYPE K' AND K''
21-S7043E @ 5" TYPE K1
21-S5193E @ 5" TYPE K'''
21-S5041E @ 5" TYPE K' AND K''
B129R3
2'-3‡"12'-8‡"
27'-11•"
12'-10ƒ"
7/27/2015
2" (B), T
YP
3•
" (T), T
YP
AL
T.
W/
5-S7194
E
@
EQ.
SP
A (T)
6-S7002
E
@
EQ.
SP
A (T)
6-S8001E
@
EQ.
SP
A (B)
AL
T.
W/
5-S8193
E
@
EQ.
SP
A (B)
(J2 ONLY)
1-S8001E (B)
1-S7002E (T)
1-S8001E (B)
1-S7002E (T)
1-S8001E (B)
1-S7002E (T)
1-S7002E
1-S8001E
1-S7002E
1-S8001E
4
ALT. W/ 5-S7194E
6-S7002E @ EQ. SPA
@ EQ. SPA
ALT. W/ 5-S8193E @ EQ. SPA
6-S8001E @ EQ. SPA
ALT. W/ 5-S7194E @ EQ. SPA
6-S7002E @ EQ. SPA
1-S7002E
1-S8001E
1-S7002E
1-S8001E
ALT. W/ 5-8193E @ EQ. SPA
6-S8001E @ EQ. SPA
COVER TO CONCRETE FACE AT THIS END ONLY
S8193E AND S7194E BARS TO TERMINATE W/ 1" CLEAR
TY
P
5"
11•"
TYP
1'-5•"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP012.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
TYPE
PANEL
DECK PANEL DIMENSION TABLE
DECK PANEL DETAILS - TYPES L AND M
L2
M5
M4
M3
M2
M1
L5
L4
L3
L2
L1
DECK PANEL TYPE L - PLAN
L1
W1
W
SECTION B-B
L
B B
W2
SECTION A-A
A
A
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
W
L
SECTION C-C
C
C
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
W1
W2
SID
EW
AL
KR
OA
DW
AY
VARIES
3•"
2" CONDUIT
S5014E @ 12"
S5007E @ 12"
L2 L5 ONLY
L2 THRU
? TYPES
…" S.S.
L5 ONLY
L3 THRU
? TYPES
…" S.S.
TYPE L1 THIS END ONLY
8•"
?
L
TYPE L1 THIS END ONLY
8•"
L
TYPE M1 THIS END ONLY
8•"
DECK PANEL TYPE M - PLAN
L1
?
L2
?
L1
RAILING
< ORNAMENTAL
THRU M5 ONLY
TYPES M2
…" S.S. ?
THRU M5 ONLY
TYPES M3
…" S.S. ?
TUBE RAILING
STRUCTURAL
P-2 MOD W/
PARAPET TYPE
< CONCRETE
4Š" 11• "
ROUGH FINISH
0†
"
TY
PE
M1 O
NL
Y
0‚
"
5•
"
4‚"
2ƒ" 2"
L L1 L2 W W1 W2 ? L ? L1 ? L2 CAMBER
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
13'-10‚"
13'-10‚"
13'-10‚"
13'-10‚"
13'-8ƒ"
13'-10‚"
13'-10‚"
13'-10‚"
13'-10‚"
13'-8ƒ"
0"
0"
0"
10"
13'-8ƒ"
0"
0"
0"
1'-2…"
13'-8ƒ"
13'-10‚"
13'-10‚"
13'-10‚"
13'-0‚"
0"
13'-10‚"
13'-10‚"
13'-10‚"
12'-7‡"
0"
N/A
N/A
N/A
N/A
N/A
8'-5"
7'-2"
7'-2"
7'-2"
7'-2"
6'-8‡"
7'-6„"
7'-0…"
6'-7"
6'-7"
5'-4ƒ"
4'-11"
4'-5‚"
4'-0"
4'-0"
5•"
5•"
5•"
5‚"
0"
5•"
5•"
5•"
5„"
0"
N/A
N/A
N/A
N/A
N/A
8'-10•"
7'-7•"
7'-7•"
7'-7•"
N/A
6'-9„"
7'-6…"
7'-0†"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
7'-1ƒ"
7'-10‡"
7'-5‚"
6'-11•"
N/A
N/A
N/A
N/A
N/A
N/A
PICK POINT, TYP
PRECAST PANEL
3.
2.
1.
STUD, TYP
…" \ S.S. SHEAR
STUD, TYP
…" \ S.S. SHEAR
NOTES:LEGEND:
PARAPET REINFORCEMENT
S5041E
@ 5" (T)
& (B)
TY
PE
L2
TH
RU
L5
S7043
E
@ 5" (T)
&
S8042
E
@ 5" (B)
TY
PE
L1
PARAPET REINFORCEMENT
S5057E @ 12" (T) & S5056E @ 12" (B) TYPE M5
S5055E @ 12" (T) & S5054E @ 12" (B) TYPE M4
S5053E @ 12" (T) & S5052 @ 12" (B) TYPE M3
S5057E @ 12" TYPE M5
S5055E @ 12" TYPE M4 OR
S5053E @ 12" TYPE M3 OR
S5011E & S5051E @ 12" TYPE M2 OR
S5011E @ 12" TYPE M1 OR
S5056E @ 12" TYPE M5
S5054E @ 12" TYPE M4 OR
S5052E @ 12" TYPE M3 OR
S5049E & S5050E @ 12" TYPE M2 OR
S6047E @ 12" TYPE M1 OR
(B)
(T)
INDICATES BOTTOM
INDICATES TOP
TYP
2 SPA. @ 7" = 1'-2"
TY
P
3•
"
TY
P
1'-
9"
TYP
3'-0"
TY
P
10"
TY
P
2'-
5"
TYP
1‚"T
YP
10"
SP
A.
TY
P
2ƒ
"
TYP
1'-5•"
TYP UNO
5•"
TY
P
3"
TY
P
5•
"
TYP UNO
5•"
TY
PE
S
M2
TO
M5,
TY
P
1‚
" TY
P
10"
SP
A.
TY
P
2ƒ
"
TYP
1'-5•"
TYP
2 SPA. @ 7" = 1'-2"
TYP UNO
5•"
TYP
1‚"
TYP
3'-0"TY
P
2'-
2"
TY
P
1•
"
TYP
3"
TYP
5•"
TYP
4"
TYP
5•"
S5011E & S5051E @ 12" (T) & S5049E & S5050E @ 12" (B) TYPE M2
S5011E @ 12" (T) & S6047E @ 12" (B) TYPE M1
POINT, TYP
PANEL PICK
PRECAST
EBR
ET
FP
5„" TYPES L2 TO L5, TYP
4…" TYPE L1, TYP
4‚" TYPE L5
2ƒ" TYPES L2 TO L42" TYPE L5, TYP
2•" TYPE L2 TO L4, TYP
1•" TYPE L5, TYP
1" TYPE L2 TO L4, TYP
TYPES L3 TO L5
2ƒ"
ALT. W/ S5006E (L1 TO L4) OR S5046E (L5) @ 12" (T)
S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
5„" TYPES L2 TO L5, TYP
4…" TYPE L1, TYP
S5041E @ 5" TYPE L2 TO L5
S7043E @ 5" TYPE L1
S5041E @ 5" TYPE L2 TO L5
S8042E @ 5" TYPE L1
S6045E (L1) OR S5006E (L2 TO L4) OR S5046E (L5) @ 12" (B)
S5006E TYPE L1 TO L4 OR S5046E TYPE L5 @ 12" (T)
ALT. W/ S5006E (L1 TO L4) OR S5046E (L5) @ 12" (T)
S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
S5006E @ 12" (T) & (B) (L2 T0 L4), S5046E @ 12" (T) & (B) (L5)
S5006E @ 12" (T) & S6045E @ 12" (B) TYPE L1
4‚" TYPE M5
2ƒ" TYPES M2 TO M4
2" TYPE M5, TYP
2•" TYPE M2 TO M4, TYP
1•" TYPE M5, TYP
1" TYPE M2 TO M4, TYP
5„" TYPES M2 TO M5, TYP
4…" TYPE M1, TYP
S5041E
@
EQ.
SP
A (T)
& (B)
TY
PE
M2
TO
M5
S7043
E
@
EQ.
SP
A (T)
&
S8042
E
@
EQ.
SP
A (B)
TY
PE
M1
TYPES M3 TO M5
2ƒ"
2" (B), T
YP
3• (T), T
YP
S5041E @ 5" TYPE L2 TO L5
S7043E @ 5" TYPE L1
S5046E @ 12" TYPE L5
S5006E @ 12" TYPE L1 TO L4
S5046E @ 12" TYPE L5
S5006E @ 12" TYPE L2 TO L4
S6045E @ 12" TYPE L1
S5041E @ 5" TYPE L2 TO L5
S8042E @ 5" TYPE L1
3-S5041E TYPE M2 TO M5
3-S5048E TYPE M1
S5041E @ EQ. SPA TYPE M2 TO M5
S7043E @ EQ. SPA TYPE M1
S5041E @ EQ. SPA TYPE M2 TO M5
S8042E @ EQ. SPA TYPE M1
6‚
"
3‚"
5
4‡" TYPE M1 ONLY
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
B130R2
1‚
"
TY
PE
S
L2
TO
L5,
TY
P
11•"TYPE M1
1'-1"TYPES M2 TO M5
1'-1" TYPES M1 TO M4
10" TYPE M5
6.
5.
4.
12" TYPE L5, TYP
9•" TYPES L2 TO L4, TYP
BE VERTICAL.
SHALL BE LEVEL, AND THE FACE OF CURB SHALL
PARAPET SHALL BE PLUMB, THE TOP OF CURB
WHEN THE DECK PANELS ARE INSTALLED, THE
MODIFIED) W/ STRUCTURAL TUBE RAILING).
SEE SHEET B151 (CONCRETE PARAPET (TYPE P-2
FOR CONCRETE PARAPET REINFORCEMENT DETAILS,
OR 13'-8ƒ" (M1)
13'-10‚" (TYP)
5/14/2015
6
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUP013.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014B131
DECK PANEL DETAILS - TYPES N AND P
TYPE
PANEL
DECK PANEL DIMENSION TABLE
P2
P1
P
N1
N
DECK PANEL TYPE N - PLAN
15'-11"
SECTION A-A
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
A
A
W
W
DECK PANEL TYPE P - PLAN
15'-11"
W1
8'-
5"
SECTION C-C
15'-11"
C C
SECTION B-B
B
B
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
8'-5"
W2
S7059E @ 5"
S8058E @ 5"
SID
EW
AL
KR
OA
DW
AY
MOD W/ STRUCTURAL TUBE RAILING
< CONCRETE PARAPET TYPE P-2
S5007E @ 12"
S5046E @ 12"
S6062E @ 12"
ROUGH FINISH
4Š" 11• "
W W1 W2 CAMBER
N/A
N/A
N/A
7'-6•"
8'-10"
5'-11†"
4'-10•"
4'-0"
N/A
N/A
1'-0ƒ"
1'-0ƒ"
0"
N/A
N/A
0"
0"
0"
0"
0"
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
5.
4.
3.
2.
1.
NOTES:LEGEND:
16-S6044E (TYPE N) OR 16-S6060E (TYPE N1) @ 12" (B)
16-S5004E (TYPE N) OR 16-S5061E (TYPE N1) @ 12" (T)
TY
P
2'-
0"
TYP
3'-6"
TY
P
2'-
0"
TYP
3'-6"
S8058
E
@ 5" (B)
S7059
E
@ 5" (T)
PARAPET REINFORCEMENT
16-S6062E @ 12" (B)
16-S5046E @ 12" (T)
20-S8058
E
@ 5" (B)
20-S7059
E
@ 5" (T)
PARAPET REINFORCEMENT
16-S6062E @ 12" (B)
16-S5046E @ 12" (T)
S7059E @ 5"
S8058E @ 5"
S5004E (TYPE N) OR S5061E (TYPE N1) @ 12"
S6044E (TYPE N) OR S6060E (TYPE N1) @ 12"
20-S7059E @ 5"
20-S8058E @ 5"
INDICATES BOTTOM
INDICATES TOP
(B)
(T)
TYP
5•"
TYP THIS END
8•"
TYP THIS END
5•"
2ƒ
"
TY
PE
N1,
TY
P
3"
TY
PE
N,
TY
P
TY
P
5•
"
TYP THIS END
8•"
TYP THIS END
5•"
TY
P
2'-
5"
TY
P
10"
TY
P
3•
"
TYP
5•"
TY
P
5•
"
TY
P
3"
TYP
5•"
TYP THIS END
8•"
TYP THIS END
5•"
2ƒ" TYPE N1, TYP
3" TYPE N, TYP
TYP
5•"
TYP
3"
TYP
5•"
ALT. W/ S5046E @ 12" (T)
15-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
ALT. W/ S5046E @ 12" (T)
15-S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCMENT
EBR
ET
FP
PARAPET SHALL BE PLUMB.
WHEN THE DECK PANELS ARE INSTALLED, THE
MODIFIED) W/ STRUCTURAL TUBE RAILING).
SEE SHEET B151 (CONCRETE PARAPET (TYPE P-2
FOR CONCRETE PARAPET REINFORCEMENT DETAILS,
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAIL, SEE SHEET B140 (DECK DETAILS 2 OF 2).
FOR DECK PANEL SHEAR KEY DETAIL AND CAMBER
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP014.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
DECK PANEL TYPE Q - PLAN
13'-10ƒ"
6'-
7•
"
DECK PANEL TYPE R - PLAN
A
A
B
B
DECK PANEL DETAILS - TYPES Q AND R
6'-7•"
SECTION A-A
C
C
11'-10•"
TYPE
PANEL
R
Q
0"
0"
CAMBER
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
3"
SECTION B-B
6'-7"
SECTION C-C
6'-11"
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
CO
VE
R
3"
CL
R.
16-7064E @ 5"
16-8063E @ 5"
5-6082E @ 12" (B)
5-5086E @ 12" (T)
S5012E @ 12"
S6081E @ 12"
S5085E @ 12"
S6081E @ 12"
2•"
2•"
TYPE Q' ONLY
MANHOLE
2" CONDUIT
1'-6"
S5092E @ 12"
S5016E
S5093E @ 12"
9•" 9‚"
6‚
"
3"
3"
TYP
2" CO
V
4-6083E @ 12" (B)
4-5087E @ 12" (T)
1-6084E @ 12" (B)
1-5088E @ 12" (T)
1•
"
9•"
9•
"
2'-4" 4'-9"
5'-11"
16'-11"
3"
RAILING
< ORNAMENTAL
8" 1'-0" 1'-0"
1'-0" 1'-0"5"
1-S6067E @ 12" (B)
1-S5070E @ 12" (T)
1-S6066E @ 12" (B)
1-S5069E @ 12" (T)
BOLT, TYP
ANCHOR
ƒ" \ 1'-
5•
"
2'-6"
16-S8063
E
@ 5" (B)
16-S7064
E
@ 5" (T)
12-S6065E @ 12" (B)
12-S5068E @ 12" (T)
TYPE Q' ONLY
S8072E (T & B)
TYPE Q' ONLY
S8073E (T & B)
TYPE Q' ONLY
S8074E (T & B)
TYPE Q' ONLY
6-S8071E @ 2•" (T & B)
2'-8"
2-S6081E @ 12" (B)
2-S5012E @ 12" (T)
5-S6081E @ 12" (B)
5-S5085E @ 12" (T)
6-S8075
E
@ 5" (B)
6-S7078
E
@ 5" (T)
S5068E OR S5069E OR S5070E @ 12"
S6065E OR S6066E OR S6067E @ 12"
S5089E
S5090E
S5091E
S5090E
S5091E
S5089E
(B)
(T)
TYP
3'-0"
TYP THIS END
8•"
TY
P
2‚
"
TY
P
5•
"
TYP
5…"
TYP THIS END
5•"
TY
P
1'-
8"
TYP
5‚"
TY
P
5•
"
TYP
2‚"
TYP
5•"
TYP
4"
TYP
5•"
TYP
5•"TYP
4"
PICK POINT, TYP
PRECAST PANEL
EBR
ET
FP
2•
"
6'-
7"
11'-0"
DECK PANEL CAMBER TABLE
3'-10„"
2'-
5†
"
11ƒ"
4-S8077
E
@ 5" (B)
5-S7080
E
@ 5" (T)
5-S8076
E
@ 5" (B)
5-S7079
E
@ 5" (T)
6-S7078E AND 5-S7079E AND 5-S7080E @ 5"
6-S8075E AND 5-S8076E AND 4-S8077E @ 5"
6-S7078E AND 5-S7079E AND 5-S7080E @ 5"
6-S8075E AND 5-S8076E AND 4-S8077E @ 5"
5
5
6
LEGEND: NOTES:
INDICATES BOTTOM
INDICATES TOP
DETAILS).
FOR MANHOLE DETAILS, SEE SHEET B171 (MANHOLE
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEET B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
4.
3.
2.
1.
6.
5.
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
BOLT TYP
ƒ" \ ANCHOR
10'-0"
TY
P
2'-
6"
TYP
2'-0"
OF MANHOLE.
ALL DECK REINFORCEMENT TO BE CUT 2" CLEAR
CURB SHALL BE VERTICAL.
OF CURB SHALL BE LEVEL, AND THE FACE OF
WHEN THE DECK PANELS ARE INSTALLED, THE TOP
1-S5089E (B)
S5089E
S5089E
11'-
0"
R
5"
3" (B), T
YP
2•
" (T), T
YP
9'-10"
6'-10
"
R
B132R2
2'-7" 6'-6"< PIER
3'-
3‚
"
9'-
0"
< ARCH RIB
5/14/2015
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUP015.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014B133
DECK PANEL DETAILS - TYPES S AND T
TYPE
PANEL
DECK PANEL DIMENSION TABLE
T1
T
S1
S
DECK PANEL TYPE S - PLAN
9'-
8"
SECTION A-A
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
A
A
L
DECK PANEL TYPE T - PLAN
L
8'-
0"
SECTION C-C
L
C CSECTION B-B
B
B
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
8'-0"
3'-
0"
SID
EW
AL
KR
OA
DW
AY
9'-8"
NOTES:
10'-
1•
"
THIS END ONLY
8•" TYPE T1
THIS END ONLY
8•" TYPE S1
THIS END ONLY
8•" TYPE T1
S5018E @ 12"TYPES S" AND S'''
2ƒ"
4‚" TYPE S'''
2ƒ" TYPES S' AND S"
TUBE RAILING
STRUCTURAL
P-2 MOD W/
PARAPET TYPE
< CONCRETE
TYPES T" AND T'''
2ƒ"
8'-
5•
"
4‚" TYPE T'''
2ƒ" TYPES T' AND T"
S5007E @ 12"S5020E @ 12"
AND S''' ONLY
…" S.S. ?, TYPES S"
2‚"
1‚"
1•" TYPE S'''
1‚" TYPES S' AND S" ONLY
ROUGH FINISH
2‚"
1‚"
2" TYPE T''' ONLY
2‚" TYPES T' AND T'' ONLY
1•" TYPE T'''
1‚" TYPES T' AND T" ONLY
AND T''' ONLY
…" S.S. ?, TYPES T"
L CAMBER
0"
0"
0"
0"
13'-8ƒ"
13'-10‚"
13'-8ƒ"
13'-10‚"
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
5.
4.
3.
2.
1.
11• "4Š"
STUD, TYP
…" \ S.S. SHEAR
AND S''' ONLY
TYPES S', S",
…" S.S. ?
STUD, TYP
…" \ S.S. SHEAR
AND T''' ONLY
TYPES T', T",
…" S.S. ?
LEGEND:
2" TYPE S''' ONLY
2‚" TYPES S' AND S'' ONLY
S5018E @ 12" (T) & S6094E @ 12" (B) TYPE S1
S5018E @ 12" (T) & (B) TYPE S
23-S7043
E
@ 5" (T)
&
23-S8042
E
@ 5" (B)
TY
PE
S1
23-S5041E
@ 5" (T)
& (B)
TY
PE
S
PARAPET REINFORCEMENT
S5020E @ 12" (T) & S6095E @ 12" (B) TYPE T1
S5020E @ 12" (T) & (B) TYPE T
ALT. W/ S5020E @ 12" (T)
S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
19-S7043
E
@ 5" (T)
&
19-S8042
E
@ 5" (B)
TY
PE
T1
19-S5041E
@ 5" (T)
& (B)
TY
PE
TPARAPET REINFORCEMENT
S5020E @ 12" (T) & S6095E @ 12" (B) TYPE T1
S5020E @ 12" (T) & (B) TYPE T
ALT. W/ S5020E @ 12" (T)
S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
S7043E @ 5" TYPE T1
S5041E @ 5" TYPE T
S8042E @ 5" TYPE T1
S5041E @ 5" TYPE T
23-S7043E @ 5" TYPE S1
23-S5041E @ 5" TYPE S
S6094E @ 12" TYPE S1
S5018E @ 12" TYPE S
23-S8042E @ 5" TYPE S1
23-S5041E @ 5" TYPE S
19-S7043E @ 5" TYPE T1
19-S5041E @ 5" TYPE T
S6095E @ 12" TYPE T1
S5020E @ 12" TYPE T
19-S8042E @ 5" TYPE T1
19-S5041E @ 5" TYPE T
INDICATES BOTTOM
INDICATES TOP
(B)
(T)
TYP
1'-5•"
TY
P
9•
"
TY
P
10
SP
A.
@ 10"
= 8'-
4"
TYP
2 SPA. @ 7" = 1'-2"
TY
P
2ƒ
"
TY
P
1‚
"
4…" TYPE S1, TYP
5„" TYPE S, TYP
TYP UNO
5•"
TY
P
3"
TY
P
5•
"
TY
P
2'-
6"
TYP
3'-0"
4…" TYPE T1, TYP
5„" TYPE T, TYP
TYP
1'-5•"
TY
P
9•
"
TY
P
8 S
PA.
@ 10"
= 6'-
8"
TY
P
1‚
"
TY
P
2ƒ
"
TYP
3'-0"
TY
P
2'-
0"
TY
P
2'-
5"
TY
P
10"
TYP
2 SPA. @ 7" = 1'-2"
TY
P
3•
"
TY
P
3"
TY
P
5•
"
TYP UNO
5•"
4…" TYPE T1, TYP
5„" TYPE T, TYP
TYP UNO
5•"
TYP
3"
TYP
5•"
TYP
3"
TYP
5•"
EBR
ET
FP
PARAPET SHALL BE PLUMB.
WHEN THE DECK PANELS ARE INSTALLED, THE
MODIFIED) W/ STRUCTURAL TUBE RAILING).
SEE SHEET B151 (CONCRETE PARAPET (TYPE P-2
FOR CONCRETE PARAPET REINFORCEMENT DETAILS,
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAIL, SEE SHEET B140 (DECK DETAILS 2 OF 2).
FOR DECK PANEL SHEAR KEY DETAIL AND CAMBER
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP016.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
TYPE
PANEL
DECK PANEL DIMENSION TABLE
DECK PANEL DETAILS - TYPES U AND V
DECK PANEL TYPE U - PLAN
9'-
1"
SECTION A-A
9'-1"
A
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
DECK PANEL TYPE V - PLAN
SECTION B-B
6'-6•"
B
B
C
C
SECTION C-C
6'-10•"
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
CO
VE
R
3"
CL
R.
1•
"
L
L1 L2
W1
V1
V
U1
U
6'-
6•
"
2'-2„"
S5025E @ 12"
S5103E @ 12"
S6031E @ 12"
S5104E @ 12"
S6031E @ 12"
9'-
0ƒ
"
THIS END ONLY
8•" TYPE U1
NOTES:
TYPES U" AND U'''
2ƒ"
4‚" TYPE U'''
2ƒ" TYPES U' AND U"
RAILING
< ORNAMENTAL
WH
ER
E
SH
OW
N
5•
"
12'-9ƒ" 2'-4"
BOLT, TYP
ƒ" \ ANCHOR
RAILING
< ORNAMENTAL
2" CONDUIT
2" CONDUIT
S5014E @ 12"
4•"
S5014E @ 12"
4‚"
2" CONDUIT
9•" 9‚"
TYP
ANCHOR BOLT
ƒ" \
S5015E @ 12"
S5016E
4‚"
2‚"
1‚"
2" TYPE U''' ONLY
2‚" TYPES U' AND U'' ONLY
1•" TYPE U'''
1‚" TYPES U' AND U" ONLY
3-S5108E
3-S5108E2'-8"
FASCIA
END OF
L L1 L2 W1 CAMBER
Š"
Š"
0"
0"
N/A
N/A
13'-8ƒ"
13'-10‚"
9‚"
0"
N/A
N/A
†"
0"
N/A
N/A
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
4.
3.
2.
1.
STUD, TYP
…" \ S.S. SHEAR
AND U''' ONLY
TYPES U', U",
…" S.S. ?
LEGEND:
S5025E @ 12" (T) & S6097E @ 12" (B) TYPE U1
S5025E @ 12" (T) & S5096E @ 12" (B) TYPE U
U''' ONLY
TYPES U" AND
…" S.S. ?,
21-S7043
E
@ 5" (T)
&
21-S8042
E
@ 5" (B)
TY
PE
U1
21-S5041E
@ 5" (T)
& (B)
TY
PE
U
9•
"
9•"
2'-8"
S6101E (B)
S5106E (T)
S6102E (B)
S5107E (T)
15-S8098
E
@ 5" (B)
15-S7099
E
@ 5" (T)
27-S6031E @ 12" (B)
25-S5103E (TYP) & 2-S5104E (PILASTER) @ 12" (T)
3-S6100E @ 12" (B)
3-S5105E @ 12" (T)
3-S5048E TYPE U1
3-S5041E TYPE U
21-S7043E @ 5" TYPE U1
21-S5041E @ 5" TYPE U
S6097E @ 12" TYPE U1
S5096E @ 12" TYPE U
21-S8042E @ 5" TYPE U1
21-S5041E @ 5" TYPE U
15-S7099E @ 5"
15-S8098E @ 5"
15-S7099E @ 5"
15-S8098E @ 5"
(B)
(T)
INDICATES BOTTOM
INDICATES TOP
TY
P
10
SP
A.
@ 10"
= 8'-
4"
TY
P
1‚
"
TY
P
2ƒ
" TYP
3'-0"
TYP
2 SPA. @ 7" = 1'-2"
TY
P
2'-
2"
4…" TYPE U1, TYP
5„" TYPE U, TYP
TYP UNO
5•"
3" (B), T
YP
4•
" (T), T
YP
TY
P
5•
"
TYP
8•"
TY
P
2•
"
TYP
5'-6"
TY
P
2'-
2"
TYP
6"
2ƒ
" (B), T
YP
4‚
" (T), T
YP
TY
P
5•
"
TYP
4" TYP
3"
TYP
5•"
TYP
4"
TYP
5•"
TYP
2ƒ"
TYP
4" TYP
2ƒ"
TYP
5•"
S5109E
EBR
ET
FP
4
4
4
6‚
"
3‚"
6‚
"
3‚"
6‚
"
8‚"
CURB SHALL BE VERTICAL.
OF CURB SHALL BE LEVEL, AND THE FACE OF
WHEN THE DECK PANELS ARE INSTALLED, THE TOP
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
26'-4†"
27'-1‡"
N/A
N/A
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
A
B134R2
12'-0‚"
5/14/2015
13'-10‚" (TYPE U' OR TYPE U'' OR TYPE U''')
13'-8ƒ" (TYPE U1)
TYP
1'-5•"
11•"
1'-1" TYPES U'' AND U'''
10" TYPE U', 1'-2•" TYPE U1
10" TYPE U''', 1'-4" TYPE U1
1'-1" TYPES U' AND U''
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:10/5/2015 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUP017.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
28'-3„"
SECTION A-A
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
6'-10" 9'-11„"
W
SECTION C-C
W
SECTION E-E6'-10" 9'-11„"
A
A
C
C
E E
SECTION D-D
D
D
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
WSID
EW
AL
KR
OA
DW
AY
S7112E @ 5"
< PARAPET
S8110E @ 5"
S7112E @ 5"
S8110E @ 5"
5ƒ"
8•"
7…"
8•"
5ƒ" 7…"
8•"
8•" 28'-3„"
5ƒ"
B B
DECK PANEL DIMENSION TABLE
TYPE
PANEL
W
S8110E @ 5"
S7112E @ 5"
W
DECK PANEL DETAILS - TYPES W AND X
X3
X2
X1
W2
W1
…" S.S. ?, TYP
…" S.S. ?, TYP
5ƒ"
DECK PANEL TYPE W - PLAN
DECK PANEL TYPE X - PLAN
MOD W/ STRUCTURAL TUBE RAILING
< CONCRETE PARAPET TYPE P-2
L2 L1
W1
W2
?
L
4‚"
1'-5•" 1'-4•"
1'-5•" 1'-4•"
L2
L1
?
L
4‚"
1'-2"
10"
2'-
5"
5"
(ROUGH FINISH)
CONSTR. JT.
11• "4Š"
ROUGH FINISH
4Š" 11• "
1'-2"
10"
L1 L2 W W1 W2 ? L CAMBER
7†"
11'-6"
11'-6"
N/A
N/A
10'-10…"
0"
0"
N/A
N/A
7'-11"
7'-11"
7'-1"
9'-7"
8'-9"
1'-9…"
2'-11•"
3'-11•"
N/A
N/A
1'-2„"
0"
0"
N/A
N/A
8'-5•"
8'-5•"
7'-7•"
10'-1•"
9'-3•"
‰"
‰"
‰"
‰"
‰"
PICK POINT, TYP
PRECAST PANEL
PICK POINT, TYP
PRECAST PANEL
STUD, TYP
…" \ S.S. SHEAR
STUD, TYP
…" \ S.S. SHEAR
NOTES:
2.
1.
LEGEND:
27-S6003E (TYPE W1) OR 27-S6017E (TYPE W2) @ 12" (B)
27-S5004E (TYPE W1) OR 27-S5018E (TYPE W2) @ 12" (T)
S8110
E
@ 5" (B)
S7112
E
@ 5" (T)
27-S6003E (TYPE W1) OR 27-S6017E (TYPE W2) @ 12" (B)
27-S5004E (TYPE W1) OR 27-S5018E (TYPE W2) @ 12" (T)
S7112E @ 5" S8110E @ 5"
S8111E @ 5"
PARAPET REINFORCEMENT
27-S6019E (TYP) OR 27-S6005E (TYPE X1) @ 12" (B)
27-S5020E (TYP) OR 27-S5006E (TYPE X1) @ 12" (T)
ALT. W/ S5020E (TYP) OR S5006E (TYPE X1) @ 12" (T)
26-S5007E (TYP) OR 18-S5007E & 8-S5113E (TYPE X3) @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
S8110
E
@ 5" (B)
S7112
E
@ 5" (T)
PARAPET REINFORCEMENT
27-S6019E (TYP) OR 27-S6005 (TYPE X1) @ 12" (B)
27-S5020E (TYP) OR 27-S5006E (TYPE X1) @ 12" (T)
ALT. W/ S5020E (TYP) OR S5006E (TYPE X1) @ 12" (T)
26-S5007E (TYP) OR 18-S5007E & 8-S5113E (TYPE X3) @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
S7112E @ 5"
S8110E @ 5"
S5004E (TYPE W1) OR S5018E (TYPE W2) @ 12"
S6003E (TYPE W1) OR S6017E (TYPE W2) @ 12"
S6005E (TYPE X1) @ 12"
S6019E (TYP) OR
S5006E (TYPE X1) @ 12"
S5020E (TYP) OR
S5007E (TYP) OR S5113E (TYPE X3) @ 12"
S5006E (TYPE X1) @ 12"
S5020E (TYP) OR
S6005E (TYPE X1) @ 12"
S6019E (TYP) OR
S5007E @ 12"
(B)
(T)
INDICATES BOTTOM
INDICATES TOP
TY
P
9•
"
TY
P
10"
SP
A.
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TY
P
3‚
"
TY
P
1‚
"
TY
P
2'-
2‚
"
TYP
6'-0"
TY
P
2•
"
6•
" (B), T
YP
6" (T), T
YP
TY
P
9•
"
TY
P
10"
SP
A.
TY
P
1‚
"T
YP
3‚
"
TY
P
10"
TYP
2 SPA. @ 7" = 1'-2‚"TYP
2"
TYP
1•"
TY
P
1'-
9"
TY
P
3•
"
TYP
6'-0"
TYP
2 SPA. @ 6" = 1'-0"
TYP
4•"
TY
P
2•
"
6•
" (B), T
YP
6" (T), T
YP
TYP
1'-6"
TYP
6"
TYP
2•"
TYP
6•"
TYP
6"
TYP
2•"
TYP
6•"
TYP
6"
TYP
2•"
TYP
6•"
SECTION B-B
@ EQ. SPA (B), TYP
S6003E (TYPE W1) OR S6017E (TYPE W2)
S8111E @ 5"
@ EQ. SPA (B), TYP
S6005E (TYPE X1)
S6019E (TYP) OR
TYP
2 SPA. @ 6" = 1'-0"
TYP
4•"
EBR
ET
FP
6
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
DETAILS, SEE SHEET B139 (DECK DETAILS 1 OF 2).
FOR DECK HAUNCH AND EXPANSION JOINT
7…"
7…"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
DECK PANEL.
PARAPET ARE MEASURED ALONG THE TOP OF
DIMENSIONS TO CENTERLINE OF CONCRETE
PARAPET SHALL BE PLUMB.
WHEN THE DECK PANELS ARE INSTALLED, THE
MODIFIED) W/ STRUCTURAL TUBE RAILING).
SEE SHEET B151 (CONCRETE PARAPET (TYPE P-2
INSERT AND CONDUIT LOCATIONS IN PARAPET,
DETAILS AND P-2 TUBE RAILING ANCHORAGE
FOR CONCRETE PARAPET REINFORCEMENT
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
7.
6.
5.
4.
3.
7.
7.
B135R
10/05/2015
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP018.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
28'-3„"
SECTION A-A
A
A
B
B
SECTION B-B
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
CO
VE
R
3"
CL
R.
1•
"
2ƒ
" (B)
4‚
" (T)
6•"
6"
6•"
6"
4‚"
DECK PANEL DETAILS - TYPE Y
C C
5ƒ"
8•"
7…"
8•" 28'-3„"
5ƒ"
7…"
SECTION C-C
DECK PANEL DIMENSION TABLE
TYPE
PANEL
DECK PANEL TYPE Y - PLAN
1'-5•"
4‚"
?
L2
?
L3
?
L1
W1
W2
…" S.S. ?, TYP
BOLT, TYP
ƒ" \ ANCHOR
2'-4"
9•"
9•
"
RAILING
< ORNAMENTAL
1•
"S5014E @ 12" 2" CONDUIT
9‚"9•"
TYP
ANCHOR BOLT
ƒ" \
S5015E @ 12"
S5016E
2" CONDUIT
Y3
Y2
Y1
1'-2"
10"
15'-5…"12'-9ƒ"
W1 W2 ? L1 ? L2 ? L3 CAMBER
‰"
‰"
‰"
8'-1‡"
9'-0•"
6'-6•"
10†"
0"
0"
9'-0ƒ"
9'-0ƒ"
6'-6ƒ"
8'-1ƒ"
9'-0ƒ"
6'-6ƒ"
1‚"
0"
0"
PICK POINT, TYP
PRECAST PANEL
5.
4.
3.
2.
1.
STUD, TYP
…" \ S.S. SHEAR
NOTES:LEGEND:
2'-8"
S8111E @ 5"
3-S5121E (TYPE Y3)
3-S5114E (TYP)
S5026E (TYP) OR S5012E (TYPE Y1) @ 12"
S6019E (TYP) OR S6010E (TYPE Y1) @ 12"
INDICATES BOTTOM
INDICATES TOP
(B)
(T)
TY
PT
YP
10"
SP
A.
TY
P
3‚
"
TY
P
1‚
"
TYP
2"
TYP
2 SPA. @ 7" = 1'-2"
TYP
1•"
TY
P
2•
"
TY
P
2'-
2"
TYP
6'-0"
TYP
2 SPA. @ 6" = 1'-0"
TYP
4•"
6•
" (B), T
YP
6" (T), T
YP
TYP
4"
TYP
4‚"
TYP
2ƒ"
TYP
4"
TYP
2ƒ"
EBR
ET
FP
TY
P
4'-
4„
"
13'-1…" (TYP)
VARIES
W1+W2
12-S5025E (Y2 & Y3 TYP) & 2-S5026E (Y2 & Y3 PILASTER) @ 12" (T)
12-S5011E (Y1 TYP) & 2-S5012E (Y1 PILASTER) @ 12" (T) OR
12-S5025E (Y2 & Y3 TYP) & 2-S5026E (Y2 & Y3 PILASTER) @ 12" (T)
12-S5011E (Y1 TYP) & 2-S5012E (Y1 PILASTER) @ 12" (T) OR
S6019E (TYP) OR S6010E (Y1) @ 12" (B)
S6019E (TYP) OR S6010E (Y1) @ 12" (B)
13-S6010E (Y1) / 13-S6019E (Y2) / 13-S6119E (Y3) @ 12" (B)
13-S5011E (Y1) / 13-S5025E (Y2) / 13-S5120E (Y3) @ 12" (T)
5
5
6‚
"
8‚"
6‚
"
3‚"
CURB SHALL BE VERTICAL.
OF CURB SHALL BE LEVEL, AND THE FACE OF
WHEN THE DECK PANELS ARE INSTALLED, THE TOP
PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAILS 2 OF 2).
CONNECTION DETAIL, SEE SHEET B140 (DECK
DETAIL, CURB DETAILS, AND ORNAMENTAL RAILING
FOR DECK PANEL SHEAR KEY DETAIL, CAMBER
DETAILS, SEE SHEET B139 (DECK DETAILS 1 OF 2).
FOR DECK HAUNCH AND EXPANSION JOINT
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
14-S8110
E (T
YP)
OR 14-S8115
E (Y
3)
@ 5" (B)
14-S7112
E (T
YP)
OR 14-S7117
E (Y
3)
@ 5" (T)
3-S5122E (Y3)
3-S5114E (TYP)
S7112E (TYP) OR S7117E (Y3) @ 5"
S8110E (TYP) OR S8115E (Y3) @ 5"
@ EQ. SPA (B), TYP
S6019E (TYP) OR S6010E (Y1)
14-S8110E (TYP) OR 14-S8115E (Y3) @ 5"
14-S7112E (TYP) OR 14-S7117E (Y3) @ 5"
13-S6010E (Y1) / 13-S6019E (Y2) / 13-S6119E (Y3) @ 12" (B)
13-S5011E (Y1) / 13-S5025E (Y2) / 13-S5120E (Y3) @ 12" (T)
5"
14-S8110E (TYP) OR 14-S8115E (Y3) @ 5"
5"
14-S7112E (TYP) OR 14-S7117E (Y3) @ 5"
5"
5"
S5120E (Y3) @ 12"
S5011E (Y1) / S5025E (Y2) /
S6119E (Y3) @ 12"
S6010E (TYPE Y1) / S6019E (Y2) /
B136R3
1'-3„"
12'-9ƒ" (TYP)
7/27/2015
3-S7118
E
AL
T.
W/
2-S7196
E (Y
3)
1-S7112
E (Y
1) /
7-S7112
E (Y
2) /
@ 5"
MA
X (B)
3-S8116
E
AL
T.
W/
2-S8195
E (Y
3)
1-S8110
E (Y
1) /
7-S8110
E (Y
2) /
@ 5"
MA
X (T)
COVER TO CONCRETE FACE AT THIS END ONLY
S8195E AND S7196E BARS TO TERMINATE W/ 1" CLEAR
(Y3 ONLY)
1-S8116E (B)
1-S7118E (T)
(Y3 ONLY)
1-S8116E (B)
1-S7118E (T)
(Y3
ON
LY)
5"
(Y3
ON
LY)
5"
(Y1 A
ND
Y2
ON
LY)
5"
2-S7196E (Y3)
3-S7118E ALT. W/
7-S7112E (Y2) @ 5"
1-S7112E (Y1) OR
7-S8110E (Y2) @ 5"
1-S8110E (Y1) OR
@ 5" MAX.
@ 5" MAX.
1-S7118E (Y3)
1-S8116E (Y3)
1-S7118E (Y3)
1-S8116E (Y3)
2-S8195E (Y3)
3-S8116E ALT. W/
@ 5" MAX.
@ 5" MAX.
2-S7196E (Y3)
3-S7118E ALT. W/
7-S7112E (Y2) @ 5"
1-S7112E (Y1) OR
7-S8110E (Y2) @ 5"
1-S8110E (Y1) OR
1-S7118E (Y3)
1-S7118E (Y3)
1-S8116E (Y3)
1-S8116E (Y3)
(Y3
ON
LY)
5"
2-S8195E (Y3)
3-S8116E ALT. W
1'-4•"
11•"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP019.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
SECTION A-A
1'-
2"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
TYPE
PANEL
DECK PANEL DIMENSION TABLE
A
A
AS4
AS3
AS2
AS1
W
W
L1L2
B B
SECTION B-B
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
DECK PANEL DETAILS - TYPE AS (1 OF 2)
1'-5•"
1'-1•" 4‚"
…" S.S. ?, TYP
VARIES
1'-2"
10"
L1 L2 W ? L CAMBER
16'-5…"
15'-3•"
18'-2‚"
17'-0†"
1'-1„"
1'-1„"
6†"
6†"
9'-7"
9'-7"
8'-9"
8'-9"
10'-1•"
10'-1•"
9'-3•"
9'-3•"
0"
0"
ˆ"
0"
PICK POINT, TYP
PRECAST PANEL
STUD, TYP
…" \ S.S. SHEAR
NOTES:LEGEND:
S8111E @ 5"
(B)
(T)
INDICATES BOTTOM
INDICATES TOP
TY
P
1‚
"
TY
P
9•
"
TYP
3•"
TY
P
10"
SP
A.
TY
P
?
L
TY
P
3‚
"
TYP
7•"
TYP
8•"
TYP
4'-0"
TYP
2 SPA. @ 7" = 1'-2"TYP
2"
TYP
1•"
TY
P
2'-
3"
TY
P
2•
"
6•
" (B), T
YP
6" (T), T
YP
TYP
7•"
TYP
8•"
TYP
6"
TYP
2•"
TYP
6•"
EBR
ET
FP
R
W1
W
D D
W2
C
C
L1L2
L3
SID
EW
AL
KR
OA
DW
AY
1'-1•" 1'-5•"
4‚"
…" S.S. ?, TYP
PICK POINT, TYP
PRECAST PANEL
PARAPET REINFORCEMENT
TY
P
1‚
"
TY
P
1'-
0"
TY
P
?
L
TY
P
10"
SP
A.
TY
P
3‚
"
TY
P
10"
TY
P
2'-
5"
TYP
4‡"
TY
P
3•
"
TYP
2 SPA. @ 7 = 1'-2" TYP
2"
TYP
1•"
TYP
4'-0"
TY
P
2'-
0"
TYP
8•"
TY
P
2•
"
6•
" (B), T
YP
6" (T), T
YP
STUD, TYP
S.S. SHEAR
…" \
SECTION D-D
VARIES
1'-2"
10"
PARAPET REINFORCEMENT
S8111E @ 5"
@ EQ. SPA (B), TYP
S6019E (TYP) OR S6133E (TYPE AS5)
TYP
8•"
TYP
4‡"
SECTION C-C
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
W
S5007E @ 12"FINISH
ROUGH
4Š" 11• "
TYP
6"
TYP
2•"
TYP
6•"
SECTION C-C
TYPE AS7 ONLY
7'-11"
S5009E @ 12"
S5007E @ 12"
S6019E @ 12"
3.
2.
1.
7.
6.
5.
4.
DECK PANEL TYPES AS1 TO AS4 - PLAN
21-S7126
E
@ 5" (T)
&
21-S8125
E
@ 5" (B) (A
S2)
21-S7124
E
@ 5" (T)
&
21-S8123
E
@ 5" (B) (A
S1)
23-S7130
E
@ 5" (T)
&
23-S8129
E
@ 5" (B) (A
S4)
23-S7128
E
@ 5" (T)
&
23-S8127
E
@ 5" (B) (A
S3)
S6003E (AS1 & AS2) OR S6017E (AS3 & AS4) @ 12" (B)
S5004E (AS1 & AS2) OR S5018E (AS3 & AS4) @ 12" (T)
S5004E (AS1 & AS2) OR S5018E (AS3 & AS4) @ 12"
S8123E (AS1) / S8125E (AS2) / S8127E (AS3) / S8129E (AS4) @ 5"
S7124E (AS1) / S7126E (AS2) / S7128E (AS3) / S7130E (AS4) @ 5"
S6003E (AS1 & AS2) OR S6017E (AS3 & AS4) @ 12"
23-S7128E (AS3) OR 23-S7130E (AS4) @ 5"
21-S7124E (AS1) OR 21-S7126E (AS2) OR
S5004E (AS1 & AS2) OR S5018E (AS3 & AS4) @ 12"
S6003E (AS1 & AS2) OR S6017E (AS3 & AS4) @ 12"
23-S8127E (AS3) OR 23-S8129E (AS4) @ 5"
21-S8123E (AS1) OR 21-S8125E (AS2) OR
AND B142 (DECK ELEVATION TABLE).
FOR DECK PANEL ELEVATIONS, SEE SHEETS B141
DETAIL, SEE SHEET B140 (DECK DETAILS 2 OF 2).
FOR DECK PANEL SHEAR KEY DETAIL AND CAMBER
DETAILS, SEE SHEET B139 (DECK DETAILS 1 OF 2).
FOR DECK HAUNCH AND EXPANSION JOINT
DECK PANEL TYPES AS5 TO AS7 - PLAN
TUBE RAILING
STRUCTURAL
P-2 MOD W/
PARAPET TYPE
< CONCRETE
19-S7135
E
@ 5" (T)
&
19-S8134
E
@ 5" (B)
TY
PE
AS6
20-S7132
E
@ 5" (T)
&
20-S8131E
@ 5" (B)
TY
PE
AS5
19-S7137
E
@ 5" (T)
&
19
S8136
E
@ 5" (B)
TY
PE
AS7
S6019E (TYP) OR S6133E (AS5) @ 12" (B)
S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)
TYPES AS5 & AS6 ONLY
ALT. W/ S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)
S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
S7132E (AS5) / S7135E (AS6) @ 5"
S8131E (AS5) / S8134E (AS6) @ 5"
S5046E (AS5) / S5020E (AS6) @ 12"
S6133E (AS5) / S6019E (AS6) @ 12"
1'-
2"
S8136E @ 5" (B)
S7137E @ 5" (T)
S5138E @ 12"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
1'-
2"
0"
TO 6"
VA
RIE
S
TY
PE
AS7
ON
LY
6"
TYP
6•"TYP
3•"
S7137E (AS7) @ 5"
S7132E (AS5) / S7135E (AS6) /
S8136E (AS7) @ 5"
S8131E (AS5) / S8134E (AS6) /
TYPE AS7 ONLY
TOP OF RAMP IN DECK PANEL,
TYP
3•"
TYP
6•"
TYP
3•"
ALT. W/ S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)
S5007E @ 12" (T) ADDITIONAL PARAPET REINFORCEMENT
S6019E (TYP) OR S6133E (AS5) @ 12" (B)
S5046E (AS5) / S5020E (AS6) / S5009E & S5138E (AS7) @ 12" (T)
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
@ EQ. SPA, TYP
S6003E (AS1 & AS2) OR S6017E (AS3 & AS4)
SEE SHEET B138 (DECK PANEL DETAILS TYPE AS 2 OF 2).
FOR DECK PANEL DIMENSION TABLE TYPES AS5, AS6, AND AS7,
BE PLUMB.
WHEN THE DECK PANELS ARE INSTALLED, THE PARAPET SHALL
W/ STRUCTURAL TUBE RAILING).
SHEET B151 (CONCRETE PARAPET (TYPE P-2 MODIFIED)
FOR CONCRETE PARAPET REINFORCEMENT DETAILS, SEE
FOR ADDITIONAL NOTES, SEE SHEET B119 (DECK PLAN 1 OF 4).
7
B137R
5/29/2015
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP020.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
TYPE
PANEL
DECK PANEL DIMENSION TABLE
A
A
L1L2
L3L4
W1
W3R
W2
SECTION A-A
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
C C
SECTION C-C
DECK PANEL DETAILS - TYPE AS (2 OF 2)
1'-5•"
4‚"
?
L1
?
L3
?
L2?
L4
S5014E @ 12"
VARIES
2" CONDUIT
4„"
6"
6•"
2†"
VARIES
1'-2"
10"
AS10
AS9
AS8
AS7
AS6
AS5
L1 L2 L3 L4 W W1 W2 W3 R ? L ? L1 ? L2 ? L3 ? L4 CAMBER
1'-1‚"
1'-0…"
6"
10„"
10ƒ"
6‚"
0"
18'-5"
16'-6ƒ"
17'-10•"
17'-11‚"
18'-0…"
19'-5†"
1'-2„"
2'-8•"
N/A
N/A
N/A
N/A
N/A
N/A
7'-11"
7'-11"
8'-4"
9'-0•"
9'-0•"
7'-2‚"
2'-11•"
2'-11†"
5'-10„"
N/A
N/A
N/A
8'-5•"
8'-5•"
8'-10•"
9'-0ƒ"
9'-0ƒ"
7'-2†"
N/A
N/A
N/A
0„"
0"
0†"
N/A
N/A
N/A
9'-10‡"
8'-9•"
7'-6ƒ"
N/A
N/A
N/A
ˆ"
ˆ"
ˆ"
0"
0"
ˆ"
2„"
…"
2„"
N/A
N/A
N/A
PICK POINT, TYP
PRECAST PANEL
6•
" (B), T
YP
6" (T), T
YP
TY
P
1‚
"
TY
P
3‚
"
TYP
2"
TYP
2 SPA. @ 7 = 1'-2"
TYP
1•"
TYP
4'-0"
TY
P
2'-
2"
TYP
5ƒ"
TYP
8•"
TY
P
10"
SP
A.
TYP
4"
TYP
5ƒ"
TYP
8•"
D
D
10"
SECTION D-D
18'-4…"
18'-6ƒ"
18'-9‚"
17'-5•"
17'-6"
17'-7†"
0"
0"
6†"
1'-0"
0"
7‚"
1'-3•"
…"
3„"
N/A
N/A
N/A
154'-10"
19'-4"
21'-10ƒ"
169'-5"
0"
0"
SEE SECTION C-C
NOT SHOWN,
REINFORCEMENT
DECK PANEL
EBR
ET
FP
NOTES:
LEGEND:
INDICATES BOTTOM
INDICATES TOP
(B)
(T)
6"
2'-4"
DECK PANEL TYPES AS8 TO AS10 - PLAN
TOP OF CURB
TOP OF DECK PANEL
AS10
ON
LY
2†
" (B)
4„
" (T)
5
3‚"
6‚
"
(TY
PE
AS8)
1'-
2"
(TY
PE
AS10)
TO 1'-
8"
VA
RIE
S 1'-
2"
TYPES AS9 AND AS10 ONLY
TYPES AS8 AND AS10 ONLY
SECTION A-A
TYPE AS9 ONLY
5
3‚"
6‚
"
2" CONDUIT3-S5148E
TYP
4†"
CO
VE
R
3"
CL
R.
CO
VE
R
1•
"
CL
R.
6"
4„"
2†"
6•"
S6019E @ 12"
S5014E @ 12"
1'-
2"
TO 1'-
8"
VA
RIE
S
9'-0•"
B
B
CO
VE
R
1•
"
CL
R.
1'-
2"
CO
VE
R
3"
CL
R.
6•"
6"
S5016E
S5015E @ 12"
9•" 9‚"
TYP
ANCHOR BOLT
ƒ" \
2" CONDUIT
4„"
TYP
4"
TYP
2†"
6‚
"
8‚"
5
VARIES
SECTION B-B
TYPES AS8 AND AS10 ONLY9•" 9‚"
5
S5015E @ 12"
3-S5148E
S5016E
TYP
4"
6‚
"
2" CONDUIT
TYP
2†"
6•"
CO
VE
R
1•
"
CL
R.
CO
VE
R
3"
CL
R.
4„"
6"
S6019E @ 12"
1'-
2"
TO 1'-
8"
VA
RIE
S
S5026E @ 12"
S5152E @ 12"
9'-4•"
SECTION B-B
TYPE AS9 ONLY
STUD, TYP
S.S. SHEAR
…" \
TYP
3•"
TYP
6•"
TYP
3•"
S8111E @ 5" MAX.
19'-6" (AS9) OR 19'-5" (AS10)
3‚"
18-S8139E (AS8) OR 23-S8149E (AS10) @ 5" MAX.
21-S8146E @ 5" MAX.
18-S8139E (AS8) OR 23-S8149E (AS10) @ 5" MAX.
21-S8146E @ 5" MAX.
18-S8139
E (A
S8) /
21-S8146
E (A
S9) /
23-S8149
E (A
S10)
@ 5"
MA
X. (B)
18-S7140
E (A
S8) /
18-S7147
E (A
S9) /
23-S7150
E (A
S10)
@ 5"
MA
X. (T)
S7140E (AS8) / S7147E (AS9) / S7150E (AS10) @ 5" MAX.
S8139E (AS8) / S8146E (AS9) / S8149E (AS10) @ 5" MAX.
18-S7140E (AS8) OR 23-S7150E (AS10) @ 5" MAX.
21-S7147E @ 5" MAX.
18-S7140E (AS8) OR 23-S7150E (AS10) @ 5" MAX.
21-S7147E @ 5" MAX.
S6141E (AS8) / S6151E & S6152E & S6153E (AS10) @ 12"
IN DECK PANEL
TOP OF RAMP
S6141E (AS8) / S6151E & S6152E & S6153E (AS10) @ 12"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
9•
"
9•"
2'-8"
TY
P
2•
"
1•
"?, TYP
…" S.S.
BOLT, TYP
ƒ" \ ANCHOR
7-S5154E & 2-S5155E & 9-S5156E (AS10) @ 12" (T)
7-S1542E & 2-S5143E & 9-S5144E (AS8) / 16-S5025E & 2-S5026E (AS9) /
22-S6141E (AS8) / 22-S6019E (AS9) / 7-S6151E & 2-S6152E & 9-S6153E (AS10) @ 12" (B)
22-S6141E (AS8) / 22-S6019E (AS9) / 7-S6151E & 2-S6152E & 9-S6153E (AS10) @ 12" (B)
7-S5154E & 2-S5155E & 9-S5156E (AS10) @ 12" (T)
7-S1542E & 2-S5143E & 9-S5144E (AS8) / 16-S5025E & 2-S5026E (AS9) /
TY
PE
S
AS9
&
6"
22-S6141E (AS8) / 22-S6019E (AS9) / 7-S6151E & 2-S6152E & 9-S6153E (AS10) @ 12" (B)
(AS 10)
3-S5157E
(AS8) OR
3-S5145E
S5154E & S5156E (AS10) @ 12"
S5142E & S5144E (AS8) /
S5025E @ 12"
3-S5157E (AS10)
3-S5145E (AS8)
S5143E (AS8) / S5155E (AS10) @ 12"
S5026E @ 12"BOLT TYP
ƒ" \ ANCHOR
TOP OF RAMP
6"
3‚
"
1 OF 3).
APPROACH MODIFICATION DETAILS
DETAILS, SEE SHEET B80 (EAST
FOR SIDEWALK TRANSITION
(DECK PANEL DETAILS AS 1 OF 2).
AS6, AND AS7, SEE SHEET B137
OF DECK PANEL TYPES AS5,
FOR PLAN AND SECTION VIEWS
OF CURB SHALL BE VERTICAL.
SHALL BE LEVEL, AND THE FACE
INSTALLED, THE TOP OF CURB
WHEN THE DECK PANELS ARE
SHEET B119 (DECK PLAN 1 OF 4).
FOR ADDITIONAL NOTES, SEE
(DECK ELEVATION TABLE).
SEE SHEETS B141 AND B142
FOR DECK PANEL ELEVATIONS,
DETAILS 2 OF 2).
SEE SHEET B140 (DECK
RAILING CONNECTION DETAIL,
DETAILS, AND ORNAMENTAL
DETAIL, CAMBER DETAIL, CURB
FOR DECK PANEL SHEAR KEY
(DECK DETAILS 1 OF 2).
JOINT DETAILS, SEE SHEET B139
FOR DECK HAUNCH AND EXPANSION
7.
6.
5.
4.
3.
2.
1.
6
1‚"
B138R4
1'-1"
1'-1•" 8'-5" (AS10)
8'-6‚" (AS9)
8'-4…" (AS8)
8'-8ƒ" (AS9) (AS10)
8'-6‡" (AS8)
11/24/2015
5‚
"
ƒ"
TOP OF OVERLAY
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP021.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
< JOINT
< CAP BEAM
2'-6"
ƒ"
PANEL, TYP
PRECAST DECK OVERLAY, TYP
1'-
2"
NOT SHOWN
OVERLAY
< CAP BEAM
9"
1•
"3"
NOT SHOWN
REINFORCEMENT
DECK PANEL
NOT SHOWN
OVERLAY
2'-6"
9"
3"
NOT SHOWN
REINFORCEMENT
DECK PANEL1'-
2"
BLOCKOUT
1'-2"
FIXED TRANSVERSE 9" CLOSURE POUR DETAIL
NOT SHOWN
OVERLAY
6"
NOT SHOWN
REINFORCEMENT
DECK PANEL
NOT SHOWN
OVERLAY
< CAP BEAM
6"
3"
NOT SHOWN
REINFORCEMENT
DECK PANEL
FIXED TRANSVERSE 6" CLOSURE POUR DETAIL
SLIDING TRANSVERSE 9" CLOSURE POUR DETAIL
SLIDING TRANSVERSE 6" CLOSURE POUR DETAIL
BLOCKOUT
1'-2"
1'-
2"
ƒ"
3'-0"
APPROACH PANEL
#7 (E) BAR, TYP
#8 (E) BAR, TYP
TYP
8" LAP
PANEL, TYP
PRECAST DECK
PANEL, TYP
PRECAST DECK
#5 (E) BAR, TYPTYP
5" LAP
#5 (E) BAR, TYP
PANEL, TYP
PRECAST DECK
#7 (E) BAR, TYPTYP
8" LAP
#8 (E) BAR, TYP…" S.S. ?, TYP
TYP
1'-5•"
PANEL, TYP
PRECAST DECK
#5 (E) BAR, TYP
#5 (E) BAR, TYP
TYP
5" LAP
TYPICAL EXPANSION JOINT DETAIL
APPROACH CAP BEAM EXPANSION JOINT DETAIL
…" S.S. ?, TYP
TYP
1'-5•"
…" S.S. ?, TYP
TYP
1'-4•"
TYP
11•"
…" S.S. ?
8"
1'-
4"
< CAP BEAM
NOTES:
LEGEND:
INDICATES EPOXY COATED(E)
SECTION E-E SECTION F-F SECTION J-J
< CAP BEAM
NOT SHOWN
REINFORCEMENT
CAP BEAM
CONCRETE CLOSURE POUR
ULTRA HIGH PERFORMANCE C.I.P.
NOT SHOWN
REINFORCEMENT
CAP BEAM
NOT SHOWN
REINFORCEMENT
CAP BEAM
TYP
BL
OC
KO
UT,
TY
P
10"
SECTION G-G SECTION H-H SECTION K-K
CONCRETE CLOSURE POUR
ULTRA HIGH PERFORMANCE C.I.P.
3"
1•
"
1'-
2"
NOT SHOWN
REINFORCEMENT
CAP BEAM 2'-6"
NOT SHOWN
REINFORCEMENT
CAP BEAM
PANEL
PRECAST DECK
OVERLAY
JOINT OPENING
1•" @ 65 °F
3"
JOINT OPENING
1ƒ" @ 65 °F
BL
OC
KO
UT,
TY
P
10"
FIXED TRANSVERSE 9" CLOSURE POUR
LOCATION
3'-0" CAP BEAM
BEARING LENGTH FOR
DIMENSION
FIXED TRANSVERSE 6" CLOSURE POUR
CAP BEAM EXCEPT AS NOTED
10•", TYP FOR 2'-6"
3'-0" @ EAST AND WEST
2'-6", TYP
CAP BEAM EXCEPT AS NOTED
1'-0", TYP FOR 2'-6"
CAP BEAM" TABLE
"BEARING LENGTH FOR 3'-0"
FOR 3'-0" CAP BEAM, SEE
CAP BEAM" TABLE
"BEARING LENGTH FOR 3'-0"
FOR 3'-0" CAP BEAM, SEE
CB
FP
CB
GAP
•"
5
TYP
2ƒ"
SHEAR BAR, TYP
DOWNSTATION UPSTATION
DOWNSTATION UPSTATION
< CAP BEAM
SHEAR BAR
NOT SHOWN
REINFORCEMENT
CAP BEAM
3'-0" @ PIER 1 WEST
2'-6", TYP
CAP BEAMS
AND PIER 4 EAST
TYP
2ƒ"
GAP
•"
5
(ROUGH FINISH)
CONSTR. JT. 1'-0"
1'-1•"
PIER 4 EAST CAP BEAM
PIER 1 WEST CAP BEAM
EAST ABUTMENT
PIER 3 EAST CAP BEAM
PIER 3 WEST CAP BEAM
PIER 2 EAST CAP BEAM
PIER 2 WEST CAP BEAM
PIER 4 WEST CAP BEAM
PIER 1 EAST CAP BEAM
WEST ABUTMENT
1'-3" (2'-6" CAP BEAM)
9"
9" (2'-6" CAP BEAM)
1'-8•"
6"
1'-9"
6•"
7•" (2'-6" CAP BEAM)
1'-7•"
1'-0" (2'-6" CAP BEAM)
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
S5182E / S5190E
S5178E / S5180E /
S6181E / S6189E
S6177E / S6179E /
C.I.P. CONCRETE CLOSURE POUR
ULTRA HIGH PERFORMANCE
S5190E
S5186E / S5188E /
S5172E / S5178E /
S6187E / S6189E
S6171E / S6177E / S6185E /
WEST CAP BEAMS
AND WEST, AND PIER 4
PIERS 2 AND 3 EAST
ABUTMENTS, PIER 1 EAST,
S5192E
S5176E / S5184E /
S5191E
S5175E / S5183E /
S5191E
S5173E / S5175E /
S5192E
S5174E / S5176E /
C.I.P. CONCRETE CLOSURE POUR
ULTRA HIGH PERFORMANCE
(MEASURED ON THE DOWNSTATION SIDE)
EMBEDED IN CAP BEAM
…" CONTINUOUS S.S. ?
EPOXY BONDED TO
RECESSED INTO AND
‚" PTFE SHEET
EMBEDED IN CAP BEAM
…" CONTINUOUS S.S. ?
EPOXY BONDED TO
RECESSED INTO AND
‚" PTFE SHEET
EMBEDED IN CAP BEAM
…" CONTINUOUS S.S. ?
EPOXY BONDED TO
RECESSED INTO AND
‚" PTFE SHEET
EMBEDED IN CAP BEAM
…" CONTINUOUS S.S. ?
EPOXY BONDED TO
RECESSED INTO AND
‚" PTFE SHEET
7
7
7
7
7.
6.
5.
4.
3.
2.
1.
1'-
2"
1•
"
1'-
2"
1•
"
TYP
10"
TY
P
10"
TY
P
10"
TYP
10"
8/14/2014
11/24/2015
B139R2
6ƒ"
3JM MIX 2
1
2
3JM MIX 2
AS-BUILT - DECK DETAILS (1 OF 2)
SEE RFI 51 FOR DETAILS.KOROLATH SHIMS (TYP.)
(TY
P.)
1"
UHP
C
BE
D
SEE RFI 58 FOR DETAILS.
LONG X …"\ SEE RFI 16 FOR DETAILS.
DECK PANEL STUDS SHALL BE 3 •"
FOR ADDITIONAL INFORMATION.
LIMITS OF RECESS. SEE SHEET B116A
IN THE S.S. PLATE AND EXTEND TO
PTFE SHEET SHALL FILL THE RECESS
UHPC CLOSURE POUR.
WITH FLEXIBLE 2 INCH CONDUIT IN
CONDUITS WITHIN ADJACENT PANELS
THE CAP BEAMS, CONNECT THE
WHERE THE DECK IS CONTINUOUS OVER
SHEET B140 (DECK DETAILS 2 OF 2).
FOR DECK SLIDING PLATE DETAIL, SEE
JOINT DETAILS).
SHEETS B166 AND B167 (EXPANSION
FOR EXPANSION JOINT DETAILS, SEE
REINFORCEMENT DETAILS).
DETAILS, AND CAP BEAM
DETAILS, PIER 2 AND 3 MODIFICATION
DETAILS, PIER 1 AND 4 MODIFICATION
WEST ABUTMENT MODIFICATION
B103, AND B111 TO B116 (EAST AND
DETAILS, SEE SHEETS B92, B93, B98,
FOR CAP BEAM REINFORCEMENT
PLACING OVERLAY.
SPECIAL PROVISIONS PRIOR TO
REQUIREMENTS OF THE OVERLAY
A METHACRYLATE SEALER AS PER
SEAL ALL CLOSURE POUR JOINTS WITH
HENNEPIN COUNTY.
ACCEPTANCE OF THE TEST POUR BY
COMMENCE OVERLAY OPERATIONS UNTIL
REVIEW. THE CONTRACTOR MAY NOT
TEST POUR OF THE OVERLAY FOR
THE CONTRACTOR SHALL PERFORM A
SEE RFI 51 FOR DETAILS.KOROLATH SHIMS. (TYP.)
(TY
P.)
1"
UHP
C
BE
D
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP022.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
1'-
2"
6"
1'-
2"
6"
2"
3"
5""21
1
"21
2
"21
5
OVERLAYTOP OF
CURB DETAIL AT PILASTERS CURB DETAIL BETWEEN PILASTERS
CB
FP
ET
2"
SHEAR KEY DETAIL
8"
2"
1"
2"
1"
NOTES:1'-
2"
"21
2'-4 1'-9"
DECK PANEL
PRECAST
NOT SHOWN
OVERLAY
PANEL, TYP
PRECAST DECK
NOT SHOWN
REINFORCEMENT
DECK PANEL
LAP
5"
LAP
6" CLOSURE POUR
C.I.P. CONCRETE
ULTRA HIGH PERFORMANCE
7" LONGITUDINAL CLOSURE POUR DETAIL
NOT SHOWN
OVERLAY
PANEL, TYP
PRECAST DECK
NOT SHOWN
REINFORCEMENT
DECK PANEL
LAP
5" CLOSURE POUR
C.I.P. CONCRETE
ULTRA HIGH PERFORMANCE
6" LONGITUDINAL CLOSURE POUR DETAIL
#5 (E) BAR, TYP
#6 (E) BAR, TYP
7"
6"
#5 (E) BAR, TYP
#5 BAR (E), TYP
< ORNAMENTAL RAILING
"2
14
1'-
0"
#5 (E) BAR
1…"
< ORNAMENTAL RAILING< ORNAMENTAL RAILING9"9"
"21
2'-4"21
1
1'-
2"
1'-
2"
1'-9" 5"
< PILASTER
CLOSURE POUR
< TRANSVERSE
PANEL, TYP
PRECAST DECK
2'-4"
1'-
2"
1'-2"1'-2"
< PILASTER
CLOSURE POUR
< TRANSVERSE
B
B
A A
SECTION C-C
7"
"21
1 "21
2'-4
7"
6"
4"
"21
1
< ORNAMENTAL RAILING
PANEL
PRECAST DECK
6"
1'-
2"
2'-8"
1'-4"1'-4"
< PILASTER
CLOSURE POUR
< TRANSVERSE
PILASTER CURB PLAN
SECTION A-A
VIEW B-B
C
C
ORNAMENTAL RAILING CONNECTION DETAIL
RAILING
< ORNAMENTAL
BOLT, TYP
ƒ" ANCHOR
TY
P"4
34
TYP
"43
4
TYP
"43
4BOLT, TYP
ƒ" ANCHOR
TYP
"43
4 BOLT, TYP
ƒ" ANCHOR
TYP
"43
4
BOLT, TYP
ƒ" ANCHOR
LEGEND:
SECTION L-L
SECTION M-M
TYP
NOT SHOWN
REINFORCEMENT
DECK PANEL
NOT SHOWN
REINFORCEMENT
DECK PANEL
NOT SHOWN
REINFORCEMENT
DECK PANEL
NOT SHOWN
REINFORCEMENT
DECK PANEL
NOT SHOWN
REINFORCEMENT
DECK PANEL
PANEL, TYP
PRECAST DECK
PANEL, TYP
PRECAST DECK
NOT SHOWN
DECK PANEL REINFORCEMENT
NOT SHOWN
REINFORCEMENT
ORNAMENTAL RAILING
NOT SHOWN
REINFORCEMENT
ORNAMENTAL RAILING
2'-
8"
2" 2"
CAMBER DETAIL
L = DECK PANEL LENGTH
L/2 L/2
DECK PANEL
OF FULLY CAMBERED
TOP OF DECK
4.
3.
2.
1.
CAMBER
1
UNDER DEAD LOADS
OF FULLY DEFLECTED DECK PANEL
HORIZONTAL LINE AND TOP OF DECK
DECK SLIDING PLATE DETAIL
9 •" GAP
INDICATES EPOXY COATED
INDICATES UHPC CLOSURE POUR
(E)
9.
8.
7.
6.
5.
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
S7165E / S7169E
S7159E / S7163E /
TYP
S5167E / S5170E,
S5160E / S5161E /
~
PANEL (TYP)
PRECAST DECK
~
POUR
UHPC CLOSURE
TYP
…" S.S. ?
(TYP)
SHEAR STUD
…" \ S.S.
‚"
S8168E
S8164E / S8166E /
S8158E / S8162E /
TYP
0" TO 1"
RADIUS, TYP
BEND OR
BEGIN S.S.?
8/14/2014B140R2
6/24/2015
6•
",
DE
CK
",
TY
P2
15 TY
PE
R
PA
NE
L
2% SLOPE, TYP
PANEL TYPE R
-2% SLOPE, DECK
"4
31'-
2
2% SLOPE, TYP
PANEL TYPE R
-2% SLOPE, DECK
5ƒ
",
DE
CK
",
TY
P4
34 TY
PE
R
PA
NE
L
NOT SHOWN
REINFORCEMENT
ORNAMENTAL RAILING
NOT SHOWN
DECK PANEL REINFORCEMENT
"4
31'-
2
5†
",
DE
CK
",
TY
P8
74 TY
PE
R
PA
NE
L
OVERLAYTOP OF
2% SLOPE, TYP
PANEL TYPE R
-2% SLOPE, DECK
1 1
PANEL ERECTION.
SHIMS USED FOR THIS PURPOSE ARE CONSIDERED INCIDENTAL TO
DETAILS) TO SATISFY THE ‚" TOLERANCE STATED IN NOTE 3.
THE PANELS USING SHIMS (KORALATH SHIMS, SEE RFI 51 FOR
ADJUSTING THE BEARING ELEVATIONS AT ONE OR BOTH ENDS OF
AT FIXED LOCATIONS, CORRECTIONS SHALL BE MADE BY
OF A LONGITUDINAL CLOSURE JOINT IS ‚".
EDGES OF ADJACENT PANELS AT ANY POINT ALONG THE LENGTH
MAXIMUM DIFFERENTIAL ELEVATION BETWEEN TOP OF DECK
UHPC.
CONTACT WITH UHPC SHALL BE CLEANED PRIOR TO PLACING
PRIOR TO PLACING UHPC. ALL CONCRETE FACES TO BE IN
EDGES OF CLOSURE POUR SHALL BE SATURATED SURFACE DRY
INCH TO EXPOSE, WITHOUT DISPLACING, COARSE AGGREGATE.
THE FACES AT ALL CLOSURE JOINTS TO AN AMPLITUDE OF ‚
STRIPPED, USE A HIGH-PRESSURE STREAM OF WATER TO ROUGHEN
RETARDING ADMIXTURE. IMMEDIATELY AFTER FORMS ARE
AT ALL CLOSURE JOINTS WITH AN APPROVED CONCRETE
FABRICATION, THOROUGHLY COAT THE FACES OF THE FORMWORK
IMMEDIATELY PRIOR TO PRECAST CONCRETE PLACEMENT DURING
CORNER OF THE ENTABULATURE SHALL NOT BE CHAMFERED.
DIMENSION OF INTERIOR CORNER IN THE DECK PANEL SHALL BE ƒ".
SEAL OR FORM GAP PRIOR TO PLACING UHPC.
THE DECK PANELS ACCORDING TO THE ACCEPTED SUBMITTAL.
PANEL CAMBER TO HENNEPIN COUNTY FOR REVIEW AND SHALL CAMBER
WITH THE DECK PANEL, HE SHALL SUBMIT REVISED CALCULATED DECK
CHOOSES TO MODIFY THE LENGTH OF PRECAST PARAPET INTEGRAL
AND PRECAST CONCRETE PARAPET WEIGHT. IF THE CONTRACTOR
DECK PANEL CAMBERS ARE BASED ON THE TOTAL PRECAST DECK PANEL
DETAILS).
CURBS AND PILASTERS, SEE SHEETS B125 TO B138 (DECK PANEL
FOR DECK PANEL REINFORCEMENT DETAILS AND FOR THE LOCATION OF
SHEETS B152 TO B162 (ORNAMENTAL RAILING DETAILS).
FOR ORNAMENTAL RAILING DETAILS AND REINFORCEMENT DETAILS, SEE
TO HENNEPIN COUNTY.
ALTERNATE METHOD(S) SHALL BE EXECUTED AT NO ADDITIONAL COST
WITHOUT ACCEPTANCE BY HENNEPIN COUNTY. IF ACCEPTED, THE
SUCH AS GRINDING, JACKING, AND BALLASTING, SHALL NOT BE USED
REDUCING EXCESSIVE DIFFERENTIAL ELEVATION BY OTHER METHODS,
1
AS-BUILT - DECK DETAILS (2 OF 2)
1
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP023.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
FP
FP
CBB141
LOCATION STATION
A B C
38.1 14.3 13.0 0.0
POINT
MIDSPAN
CENTER
PIER 2
< CAP BEAM
MIDSPAN
12+97.17
12+89.27
12+81.35
0.75
828.83
828.89
0.75
828.64
828.70
0.75
828.45
828.51
0.75
828.57
828.63
0.75
828.38
828.44
0.75
828.19
828.25
0.75
828.54
828.60
0.75
828.35
828.41
0.75
828.16
828.22
0.75
828.07
828.13
0.75
827.88
827.94
0.75
827.69
827.75
3
2
1
3
2
1
3
2
1
LOCATION STATION
A B C
31.0 14.3 13.0 0.0
POINT
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
WORKING LINE OFFSET (FT)
< ROADWAY
WORKING LINEDECK ELEVATION TABLE
LOCATION STATION
A B C
33.5 16.8 15.5 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
CAP BEAM
APPROACH
< WEST
9+81.75
3
2
1
0.80
822.05
822.12
0.80
822.39
822.45
0.80
822.41
822.48
0.80
822.72
822.79
LOCATION STATION
A B C
33.2 16.5 15.2 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
MIDSPAN 9+90.88
3
2
1
0.75
822.11
822.18
0.75
822.45
822.51
0.75
822.47
822.54
0.75
822.77
822.84
LOCATION STATION
A B C
32.9 16.2 14.9 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
CAP BEAM
ABUTMENT
< WEST
10+00.00
3
2
1
0.79
822.17
822.23
0.79
822.50
822.57
0.79
822.53
822.59
0.79
822.83
822.89
LOCATION STATION
A B C
32.8 16.0 14.6 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
MIDSPAN 10+07.18
3
2
1
0.75
822.22
822.28
0.75
822.56
822.62
0.75
822.58
822.65
0.75
822.88
822.94
LOCATION STATION
A B C
32.6 15.7 14.4 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
1-0
COLUMN
< SPANDREL
10+14.36
0.79
822.28
822.35
0.79
822.62
822.69
0.79
822.65
822.71
0.79
822.94
823.00
3
2
1
LOCATION STATION
A B C
32.2 15.5 14.1 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
0.75
823.01
823.07
0.75
822.72
822.78
0.75
822.70
822.76
0.75
822.36
822.43
3
2
1
10+21.53MIDSPAN
LOCATION STATION
A B C
31.9 15.2 13.9 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
0.79
823.07
823.14
0.79
822.80
822.86
0.79
822.77
822.84
0.79
822.44
822.50
3
2
1
10+28.71
1-1
COLUMN
< SPANDREL
LOCATION STATION
A B C
31.7 15.0 13.7 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
0.75
823.16
823.22
0.75
822.88
822.95
0.75
822.86
822.92
0.75
822.52
822.59
3
2
1
10+35.89MIDSPAN
LOCATION STATION
A B C
31.4 14.8 13.4 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
0.79
823.24
823.31
0.79
822.98
823.04
0.79
822.95
823.01
0.79
822.62
822.68
3
2
1
10+43.06
1-2
COLUMN
< SPANDREL
LOCATION STATION
A B C
31.0 14.3 13.0 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
LOCATION STATION
A B C
31.2 14.5 13.2 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
0.75
823.34
823.40
0.75
823.07
823.14
0.75
823.05
823.11
0.75
822.71
822.78
3
2
1
10+50.49MIDSPAN
NOTES:
WEST
PIER 2
< CAP BEAM
MIDSPAN
2-6
COLUMN
< SPANDREL
MIDSPAN
2-5
COLUMN
< SPANDREL
MIDSPAN
2-4
COLUMN
< SPANDREL
MIDSPAN
2-3
COLUMN
< SPANDREL
MIDSPAN
2-2
COLUMN
< SPANDREL
MIDSPAN
2-1
COLUMN
< SPANDREL
MIDSPAN
EAST
PIER 1
< CAP BEAM
MIDSPAN
WEST
PIER 1
< CAP BEAM
12+73.31
12+58.67
12+44.02
12+29.67
12+15.31
12+00.96
11+86.61
11+72.25
11+57.90
11+43.54
11+29.19
11+14.83
11+00.48
10+85.88
10+71.27
10+64.53
10+57.92
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
0.75
827.63
827.70
0.75
827.28
827.35
0.75
826.93
826.99
0.75
826.59
826.65
0.75
826.24
826.31
0.75
825.90
825.96
0.75
825.55
825.62
0.75
825.21
825.27
0.75
825.86
824.93
0.75
824.52
824.58
0.90
824.18
824.24
0.75
823.85
823.91
0.91
823.55
823.61
0.75
823.28
823.34
0.86
823.02
823.09
0.75
822.92
822.98
0.79
822.82
822.88
0.75
827.96
828.03
0.75
827.61
827.68
0.75
827.27
827.33
0.75
826.92
826.98
0.75
826.57
826.64
0.75
826.23
826.29
0.75
825.88
825.95
0.75
825.54
825.60
0.75
825.19
825.26
0.75
824.85
824.91
0.90
824.51
824.57
0.75
824.18
824.24
0.91
823.89
823.95
0.75
823.61
823.67
0.86
823.35
823.42
0.75
823.25
823.31
0.79
823.16
823.22
0.75
827.99
828.06
0.75
827.64
827.71
0.75
827.29
827.35
0.75
826.95
827.01
0.75
826.60
826.67
0.75
826.26
826.32
0.75
825.91
825.98
0.75
825.57
825.63
0.75
825.22
825.29
0.75
824.88
824.94
0.90
824.54
824.60
0.75
824.21
824.27
0.91
823.91
823.97
0.75
823.64
823.70
0.86
823.38
823.45
0.75
823.28
823.34
0.79
823.18
823.24
0.75
828.25
828.32
0.75
827.90
827.97
0.75
827.55
827.61
0.75
827.21
827.27
0.75
826.86
826.93
0.75
826.52
826.58
0.75
826.17
826.24
0.75
825.83
825.89
0.75
825.48
825.55
0.75
825.14
825.20
0.90
824.78
824.86
0.75
824.47
824.53
0.91
824.16
824.23
0.75
823.89
823.96
0.86
823.64
823.71
0.75
823.54
823.60
0.79
823.44
823.50
MIDSPAN
3-9
COLUMN
< SPANDREL
MIDSPAN
3-8
COLUMN
< SPANDREL
MIDSPAN
3-7
COLUMN
< SPANDREL
MIDSPAN
3-6
COLUMN
< SPANDREL
MIDSPAN
3-5
COLUMN
< SPANDREL
MIDSPAN
3-4
COLUMN
< SPANDREL
MIDSPAN
3-3
COLUMN
< SPANDREL
MIDSPAN
3-2
COLUMN
< SPANDREL
MIDSPAN
3-1
COLUMN
< SPANDREL
MIDSPAN
EAST
PIER 2
< CAP BEAM
15+78.54
15+64.19
15+49.83
15+35.48
15+21.12
15+06.77
14+92.42
14+78.06
14+63.71
14+49.35
14+35.00
14+20.65
14+06.29
13+91.94
13+77.58
13+63.23
13+48.88
13+34.52
13+19.85
13+05.19
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
0.95
830.80
830.88
0.75
830.99
831.05
0.95
831.11
831.19
0.75
831.23
831.30
0.75
831.29
831.37
0.75
831.34
831.40
0.95
831.33
831.40
0.75
831.31
831.37
0.95
831.25
831.30
0.75
831.14
831.20
0.95
830.98
831.06
0.75
830.83
830.89
0.95
830.60
830.68
0.75
830.38
830.44
0.95
830.08
830.16
0.75
829.79
829.85
0.77
829.45
829.51
0.75
829.10
829.17
0.75
828.75
828.81
0.75
828.40
828.46
0.95
831.13
831.21
0.75
831.33
831.39
0.95
831.44
831.52
0.75
831.56
831.63
0.95
831.62
831.70
0.75
831.68
831.74
0.95
831.66
831.73
0.75
831.64
831.70
0.95
831.58
831.63
0.75
831.47
831.53
0.95
831.31
831.39
0.75
831.16
831.22
0.95
830.93
831.01
0.75
830.71
830.77
0.95
830.41
830.49
0.75
830.12
830.18
0.77
829.78
829.84
0.75
829.43
829.50
0.75
829.08
829.14
0.75
828.74
828.80
0.95
831.16
831.24
0.75
831.35
831.41
0.95
831.47
831.55
0.75
831.59
831.66
0.95
831.65
831.73
0.75
831.70
831.76
0.95
831.69
831.76
0.75
831.67
831.73
0.95
831.58
831.66
0.75
831.50
831.56
0.95
831.34
831.42
0.75
831.19
831.25
0.95
830.96
831.04
0.75
830.74
830.80
0.95
830.44
830.52
0.75
830.15
830.21
0.77
829.81
829.87
0.75
829.46
829.53
0.75
829.11
829.17
0.75
828.76
828.82
0.95
831.42
831.50
0.75
831.61
831.67
0.95
831.73
831.81
0.75
831.85
831.92
0.95
831.91
831.99
0.75
831.96
832.02
0.95
831.95
832.02
0.75
831.93
831.99
0.95
831.84
831.92
0.75
831.76
831.82
0.95
831.60
831.68
0.75
831.45
831.51
0.95
831.22
831.30
0.75
831.00
831.06
0.95
830.70
830.78
0.75
830.41
830.47
0.77
830.07
830.13
0.75
829.72
829.79
0.75
829.37
829.43
0.75
829.02
829.08
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
5.
4.
3.
2.
1.
FOR LEGEND, SEE SHEET B142 (DECK ELEVATION TABLE 2 OF 2).
AND ANY PROFILE ADJUSTMENTS ARE MADE.PROVIDE DATA TO ENGINEER FOR REVIEW. OVERLAY SHALL NOT BE PLACED UNTIL THE REVIEW IS COMPLETED CONTRACTOR SHALL SURVEY THE TOP OF DECK ELEVATIONS AFTER DECK PANELS ARE SET AND SHALL
FOR LOCATION OF OFFSETS AND POINTS, SEE SHEET B142 (DECK ELEVATION TABLE 2 OF 2).
STATIONS AND OFFSETS ARE TAKEN WHERE THE INTENDED LOCATION MEETS THE WORKING LINE.
FOR PROFILES, SEE SHEET B1 (GENERAL PLAN AND ELEVATION).
TIME DEPENDENT EFFECTS. ELEVATIONS ARE SUBJECTED TO CHANGE DUE TO THERMAL AND SURVEY OF THE BRIDGE DECK SURFACE IS RECOMMENDED. THESE ELEVATIONS PRESENTED HERE ARE THEORETICAL. A COMPLETE
AS-BUILT - DECK ELEVATION TABLE (1 OF 2)
1
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP024.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
FP
FP
CBB142
TYPICAL DECK CROSS SECTION
CA BC
AB
LOCATION STATION
A B C
31.0 15.8 14.4 0.0
LOCATION STATION
A B C
38.1 16.8 15.5 0.0
LOCATION STATION
A B C
31.0 17.0 0.0
POINT
POINT
POINT
LOCATION STATION
A B C
32.1 20.3 18.9 0.0
POINT
LOCATION STATION
A B C
34.1 22.2 20.8 0.0
POINT
LOCATION STATION
A B C
36.0 24.1 22.8 0.0
POINT
LOCATION STATION
A B C
36.0 24.3 23.0 0.0
POINT
POINT 1
POINT 2
3
LEGEND:
C
A
BD
F
E
POINT 1
POINT 2
3
DECK CROSS SECTION @ EAST APPROACH
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
< ROADWAY
WORKING LINE
< ROADWAY
WORKING LINE
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)LOCATION STATION
A B C
31.0 14.3 13.0 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
LOCATION STATION
A B C
31.0 15.2 13.9 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
WEST
PIER 3
< CAP BEAM
17+08.35
3
2
1
0.75
827.66
827.72
0.75
827.98
828.04
0.75
828.01
828.07
0.75
828.28
828.34
MIDSPAN 17+16.38
3
2
1
0.75
827.38
827.44
0.75
827.68
827.74
0.75
827.71
827.77
0.75
828.00
828.06
LOCATION STATION
A B C
38.1 16.3 14.9 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
CENTER
PIER 3
< CAP BEAM
17+24.27
3
2
1
0.75
826.96
827.03
0.75
827.39
827.46
0.75
827.42
827.49
0.75
827.72
827.79
MIDSPAN 17+32.19
3
2
1
0.75
826.69
826.75
0.75
827.11
827.17
0.75
827.14
827.20
0.75
827.45
827.51
LOCATION STATION
A B C
31.0 17.4 16.1 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
EAST
PIER 3
< CAP BEAM
17+40.23
3
2
1
0.75
826.55
826.61
0.75
826.82
826.88
0.75
826.85
826.91
0.75
827.17
827.23
MIDSPAN 17+54.88
3
2
1
0.75
826.03
826.10
0.75
826.29
826.35
0.75
826.32
826.38
0.75
826.65
826.72
18.34
LOCATION STATION
A B C
31.1 19.3 18.0 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
4-1
COLUMN
< SPANDREL
17+69.52
3
2
1
0.75
825.52
825.58
0.75
825.76
825.82
0.75
825.78
825.84
0.75
826.14
826.20
MIDSPAN 17+83.88
3
2
1
0.75
825.00
825.06
0.75
825.23
825.29
0.75
825.26
825.32
0.75
825.64
825.70
LOCATION STATION
A B C
33.1 21.2 19.9 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
4-2
COLUMN
< SPANDREL
17+98.23
3
2
1
0.75
824.48
824.54
0.75
824.71
824.77
0.75
824.74
824.80
0.75
825.14
825.20
MIDSPAN 18+12.58
3
2
1
0.75
823.96
824.02
0.75
824.19
824.26
0.75
824.22
824.28
0.75
824.63
824.70
LOCATION STATION
A B C
35.1 23.1 21.8 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
4-3
COLUMN
< SPANDREL
18+26.94
3
2
1
0.75
823.43
823.49
0.75
823.67
823.73
0.75
823.70
823.76
0.75
824.13
824.19
MIDSPAN 18+41.29
3
2
1
0.75
822.91
822.97
0.75
823.15
823.21
0.75
823.17
823.23
0.75
823.63
823.69
MIDSPAN
3-13
COLUMN
< SPANDREL
MIDSPAN
3-12
COLUMN
< SPANDREL
MIDSPAN
3-11
COLUMN
< SPANDREL
MIDSPAN
3-10
COLUMN
< SPANDREL
16+93.69
16+79.02
16+64.67
16+50.31
16+35.96
16+21.60
16+07.25
15+92.90
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
0.93
828.14
828.22
0.75
828.62
828.68
0.95
829.02
829.10
0.75
829.42
829.48
0.95
829.75
829.83
0.75
830.08
830.14
0.95
830.34
830.42
0.75
830.61
830.67
0.93
828.47
828.55
0.75
828.95
829.01
0.95
829.35
829.43
0.75
829.76
829.82
0.95
830.08
830.16
0.75
830.42
830.48
0.95
830.67
830.75
0.75
830.94
831.00
0.93
828.50
828.58
0.75
828.98
829.04
0.95
829.38
829.46
0.75
829.78
829.84
0.95
830.11
830.19
0.75
830.44
830.50
0.95
730.70
830.78
0.75
830.97
831.03
0.93
828.76
828.84
0.75
829.24
829.30
0.95
829.64
829.72
0.75
830.04
830.10
0.95
830.37
830.45
0.75
830.70
830.76
0.95
830.96
831.04
0.75
831.23
831.29
LOCATION STATION
A B C
36.0 24.3 23.0 0.0
POINT< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
0.78
819.86
819.92
0.75
820.10
820.17
0.75
820.61
820.67
0.75
821.12
821.18
0.75
821.62
821.68
0.75
822.12
822.18
0.75
822.62
822.69
0.75
823.13
823.19
0.78
819.40
819.46
0.75
818.64
819.71
0.75
820.15
820.21
0.75
820.66
820.72
0.75
821.16
821.22
0.75
821.64
821.72
0.75
822.16
822.23
0.75
822.67
822.73
0.78
819.38
819.44
0.75
819.11
819.68
0.75
820.13
820.19
0.75
820.63
820.69
0.75
821.14
821.20
0.75
821.64
821.70
0.75
822.13
822.20
0.75
822.64
822.70
0.78
819.14
819.20
0.75
819.38
819.45
0.75
819.89
819.95
0.75
820.40
820.46
0.75
820.90
820.96
0.75
821.40
821.46
0.75
821.90
821.97
0.75
822.41
822.47
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
19+48.95
19+42.02
19+27.54
19+13.06
18+98.71
18+84.35
18+70.00
18+55.65
MIDSPAN
WEST
PIER 4
< CAP BEAM
MIDSPAN
4-6
COLUMN
< SPANDREL
MIDSPAN
4-5
COLUMN
< SPANDREL
MIDSPAN
4-4
COLUMN
< SPANDREL
0.75
817.85
817.91
0.75
818.10
818.17
0.75
818.35
818.42
0.75
818.61
818.67
0.75
818.86
818.92
0.75
819.11
819.17
0.75
819.36
819.43
0.75
819.62
819.68
0.75
817.39
817.45
0.75
817.64
817.71
0.75
817.89
817.96
0.75
818.15
818.21
0.75
818.40
818.46
0.75
818.65
818.71
0.75
818.90
818.97
0.75
819.16
819.22
0.75
817.37
817.43
0.75
817.61
817.68
0.75
817.86
817.93
0.75
818.12
818.18
0.75
818.37
818.43
0.75
818.62
818.68
0.75
818.87
818.94
0.75
819.13
819.19
0.75
817.13
817.19
0.75
817.38
817.45
0.75
817.63
817.70
0.75
817.89
817.95
0.75
818.14
818.20
0.75
818.39
818.45
0.75
818.64
818.71
0.75
818.90
818.96
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
3
2
1
20+06.36
19+99.19
19+92.01
19+84.83
19+77.66
19+70.48
19+63.18
19+55.88
MIDSPAN
5-2
COLUMN
< SPANDREL
MIDSPAN
5-1
COLUMN
< SPANDREL
MIDSPAN
5-0
COLUMN
< SPANDREL
MIDSPAN
EAST
PIER 4
< CAP BEAM
LOCATION STATION
0.0
POINT
D
23.0
E
24.3
F
36.0
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
LOCATION STATION
0.0
POINT
D
23.2
E
24.5
F
36.2
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
LOCATION STATION
0.0
POINT
D
23.8
E
25.1
F
36.9
< ROADWAY
WORKING LINE
WORKING LINE OFFSET (FT)
CAP BEAM
ABUTMENT
< EAST
20+13.53
3
2
1
0.75
817.60
817.66
0.75
817.14
817.20
0.75
817.12
817.18
0.75
816.88
816.94
MIDSPAN 20+21.48
3
2
1
0.75
817.32
817.39
0.75
816.86
816.93
0.75
817.05
817.12
0.75
817.04
817.11
0.75
817.02
817.09
0.75
816.55
816.61
0.75
817.00
817.06
0.75
817.22
817.29
3
2
1
20+30.01
CAP BEAM
APPROACH
< EAST
A B C
36.0 24.3 23.0
0.75
816.88
816.94
0.75
817.12
817.18
0.75
817.14
817.20
A B C
36.0 24.3 23.0
0.75
816.82
816.89
0.75
816.83
816.90
0.75
816.86
816.93
A B C
36.0 24.3 23.0
0.75
816.76
816.83
0.75
816.53
816.60
0.75
816.56
816.63
3 - ESTIMATED OVERLAY THICKNESS (INCHES)
2 - ELEVATIONS AT TOP OF DECK PANELS
1 - ELEVATIONS AT TOP OF ROADWAY
NOTES:
2.
1.
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
AS-BUILT - DECK ELEVATION TABLE (2 OF 2)
TIME DEPENDENT EFFECTS.
DUE TO THERMAL AND
SUBJECTED TO CHANGE
ELEVATIONS ARE
RECOMMENDED. THESE
BRIDGE DECK SURFACE IS
COMPLETE SURVEY OF THE
HERE ARE THEORETICAL. A
ELEVATIONS PRESENTED
ELEVATION TABLE 1 OF 2).
SEE SHEET B141 (DECK
FOR ADDITIONAL NOTES,
MADE.
PROFILE ADJUSTMENTS ARE
IS COMPLETED AND ANY
PLACED UNTIL THE REVIEW
OVERLAY SHALL NOT BE
ENGINEER FOR REVIEW.
SHALL PROVIDE DATA TO
PANELS ARE SET AND
ELEVATIONS AFTER DECK
SURVEY THE TOP OF DECK
CONTRACTOR SHALL
1
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP025.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
ET
MARK
BARLENGTHNO SHAPE LOCATION
TYPE
PANEL
DECK PANELS
BILL OF REINFORCEMENT
MARK
BARLENGTHNO SHAPE LOCATION
TYPE
PANEL
CB
CB
DECK PANELS (CONT.)
BILL OF REINFORCEMENT
SUPERSTRUCTURE SLAB BAR LIST (1 OF 5)
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
A
B
B1
B2
B3
B4
C
D
E
F
G
G1
H
H1
J1
J2
K
K1
L1
L2
L3
L4
F
10"
…"
…"
10"
9ƒ" (S5015E)
6‚" (S5014E)
9ƒ
" (S
5015
E)
6‚
" (S
5014
E)
4†
" (S
5015
E)
8„
" (S
5014
E)
2'-1…" (S5015E)
1'-5" (S5014E)
1'-
1‡
" (S
5015
E)
1'-
2„
" (S
5014
E)
S5016E
2'-4"
2'-0"
2'-•
"
1'-9ƒ" (S8023E)
1'-7†" (S8022E)
1'-
6‚
" (S
8023
E)
1'-
5•
" (S
8022
E)
1'-6‚" (S8023E)
1'-5•" (S8022E)
& S8024E
S8022E, S8023E
S5014E & S5015E
VARIES FROM 5'-10‚" TO 5'-•" (S5034E)
VARIES FROM 5'-7ƒ" TO 3'-9†" (S6033E)
S6037E, S5038E, S5039E & S5040E
S6033E, S5034E, S5035E, S5036E,
S8023E
S8022E
S8021E
S6019E
S5016E
S5015E
S5014E
S5013E
S7002E
S8001E
S8024E
S8023E
S8022E
S8021E
S5020E
S6019E
S5007E
S7002E
S8001E
S5018E
S6017E
S7002E
S8001E
S5016E
S5015E
S5014E
S5013E
S5012E
S5011E
S6010E
S7002E
S8001E
S5009E
S6008E
S5007E
S7002E
S8001E
S5007E
S5006E
S6005E
S7002E
S8001E
S5007E
S5006E
S6005E
S7002E
S8001E
S5007E
S5006E
S6005E
S7002E
S8001E
S5007E
S5006E
S6005E
S7002E
S8001E
S5004E
S6003E
S7002E
S8001E
4
4
24
28
1
2
26
3
21
21
4
4
4
24
28
28
27
19
19
28
28
23
23
1
2
26
3
2
26
28
15
15
28
28
27
12
12
27
28
28
17
17
27
28
28
17
17
27
28
28
17
17
27
28
28
17
17
28
28
21
21
6'-1•"
5'-9…"
4'-0"
9'-0"
9'-3"
6'-5†"
5'-8„"
29'-4•"
29'-4•"
29'-4•"
6'-5•"
6'-1•"
5'-9…"
4'-0"
8'-11"
9'-0"
3'-3"
29'-4•"
29'-4•"
10'-7"
10'-8"
29'-4•"
29'-4•"
9'-3"
6'-5†"
5'-8„"
29'-4•"
7'-0•"
6'-8•"
6'-6"
29'-4•"
29'-4•"
6'-1"
6'-2"
3'-3"
29'-4 •"
29'-4 •"
3'-3"
8'-1"
8'-2"
29'-4•"
29'-4•"
3'-3"
8'-1"
8'-2"
29'-4•"
29'-4•"
3'-3"
8'-1"
8'-2"
29'-4•"
29'-4•"
3'-3"
8'-1"
8'-2"
29'-4•"
29'-4•"
9'-9"
9'-10"
29'-4•"
29'-4•"
BENT
BENT
STR
STR
BENT
BENT
BENT
STR
STR
STR
BENT
BENT
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
D/OPENING
D/OPENING
D/OPENING
D/T (B)
P/TIE
P/TIE
C/TIE
C/L (T)
D/L (T)
D/L (B)
D/OPENING
D/OPENING
D/OPENING
D/OPENING
D/T (T)
D/T (B)
B/T (T)
D/L (T)
D/L (B)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
P/TIE
P/TIE
C/TIE
C/L (T)
D/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/T (B)
B/T (T)
D/L (T)
D/L (B)
B/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
B/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
B/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
B/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
K'''
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
1'-
7" (S
8024
E)
1'-11ƒ" (S8024E) 1'-7" (S8024E)
VARIES FROM 5'-2" TO 4'-4‚" (S5040E)
VARIES FROM 5'-3†" TO 5'-2ƒ" (S5039E)
VARIES FROM 6'-2‚" TO 5'-4•" (S5038E)
VARIES FROM 5'-11ƒ" TO 4'-1†" (S6037E)
VARIES FROM 4'-10" TO 4'-0•" (S5036E)
VARIES FROM 4'-11†" TO 4'-10ƒ" (S5035E)
NOTES:
1
BAR NOT INCLUDED IN PANEL F'
BAR NOT INCLUDED IN PANEL E'
2
2
2
2
2
1
1
1
1
S5041E
S5007E
S5006E
S5041E
S5007E
S5006E
S5041E
S5007E
S5006E
S6045E
S7043E
S8042E
S5007E
S5006E
S6044E
S7043E
S8042E
S5004E
S5193E
S5004E
S5041E
S5004E
S7194E
S8193E
S5040E
S5039E
S5038E
S6037E
S5016E
S5015E
S5014E
S5013E
S7002E
S8001E
S7194E
S8193E
S5036E
S5035E
S5034E
S6033E
S5016E
S5015E
S5014E
S5013E
S7002E
S8001E
S5032E
S6031E
S7002E
S8001E
S5030E
S6029E
S7002E
S8001E
S5028E
S6027E
S7002E
S8001E
S5006E
S6005E
S7002E
S8001E
S5026E
S5025E
S8024E
34
13
28
34
13
28
34
13
28
14
17
17
13
14
14
21
21
14
42
28
42
28
5
5
13
2
13
28
1
2
26
3
9
9
5
5
13
2
13
28
1
2
26
3
8
8
28
28
12
12
28
28
13
13
28
28
16
16
28
28
17
17
2
26
4
D/L (B) & (T)
B/T (T)
D/T (B) & (T)
D/L (B) & (T)
B/T (T)
D/T (B) & (T)
D/L (B) & (T)
B/T (T)
D/T (B) & (T)
D/T (B)
D/L (T)
D/L (B)
B/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/L (B) & (T)
D/T (B) & (T)
D/L (B) & (T)
D/T (B) & (T)
D/L (T)
D/L (B)
D/T (T) SERIES
D/T (T) SERIES
D/T (T) SERIES
D/T (B) SERIES
P/TIE
P/TIE
C/TIE
C/L (T)
D/L (T)
D/L (B)
D/L (T)
D/L (B)
D/T (T) SERIES
D/T (T) SERIES
D/T (T) SERIES
D/T (B) SERIES
P/TIE
P/TIE
C/TIE
C/L (T)
D/L (T)
D/L (B)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/T (T)
D/OPENING
7/22/2015
B143R
14'-9‚"
3'-3"
8'-1"
14'-9‚"
3'-3"
8'-1"
14'-9‚"
3'-3"
8'-1"
8'-1"
14'-10ƒ"
14'-10ƒ"
3'-3"
8'-1"
9'-9"
14'-10ƒ"
14'-10ƒ"
9'-9"
15'-0‚"
9'-9"
14'-9‚"
9'-9"
28'-7"
28'-7"
4'-9„"
5'-3‚"
5'-9…"
5'-0ƒ"
9'-3"
6'-5†"
5'-8„"
29'-4•"
29'-4•"
29'-4•"
28'-7"
28'-7"
4'-5„"
4'-11‚"
5'-5…"
4'-8ƒ"
9'-3"
6'-5†"
5'-8„"
29'-4•"
29'-4•"
29'-4•"
6'-4"
6'-5"
29'-4•"
29'-4•"
6'-9"
6'-10"
29'-4•"
29'-4•"
7'-9•"
7'-10•"
29'-4•"
29'-4•"
8'-1"
8'-2"
29'-4•"
29'-4•"
9'-6•"
9'-2•"
6'-5•"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP026.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
ET
MARK
BARLENGTHNO SHAPE LOCATION
TYPE
PANEL
DECK PANELS
BILL OF REINFORCEMENT
MARK
BARLENGTHNO SHAPE LOCATION
TYPE
PANEL
CB
CB
DECK PANELS (CONT.)
BILL OF REINFORCEMENT
SUPERSTRUCTURE SLAB BAR LIST (2 OF 5)
S8072E
S8071E
S5070E
S5069E
S5068E
S6067E
S6066E
S6065E
S7064E
S8063E
S6062E
S7059E
S8058E
S5046E
S5007E
S6062E
S7059E
S8058E
S5046E
S5007E
S6062E
S7059E
S8058E
S5046E
S5007E
S5061E
S6060E
S7059E
S8058E
S7059E
S8058E
S6044E
S5004E
S5057E
S5056E
S5041E
S5014E
S5055E
S5054E
S5041E
S5014E
S5053E
S5052E
S5041E
S5014E
S5051E
S5050E
S5049E
S5041E
S5014E
S5011E
S5048E
S6047E
S7043E
S8042E
S5014E
S5011E
S5046E
S5041E
S5007E
2
12
1
1
12
1
1
12
16
16
16
20
20
16
15
16
20
20
16
15
16
20
20
16
15
16
16
18
18
21
21
16
16
14
14
35
14
14
14
39
14
14
14
37
14
13
13
1
35
14
1
3
14
15
15
14
14
28
40
13
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
STR
STR
STR
BENT
STR
STR
STR
BENT
STR
STR
STR
STR
BENT
STR
STR
STR
STR
STR
BENT
STR
STR
STR
STR
D/OPENING
D/OPENING
D/T (T)
D/T (T)
D/T (T)
D/T (B)
D/T (B)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
D/T (B)
D/L (T)
D/L (B)
D/T (T)
B/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
B/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
B/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/L (T)
D/L (B)
D/T (B)
D/T (T)
D/T (T) SERIES
D/T (B) SERIES
D/L (B) & (T) & C/L (T)
C/TIE
D/T (T) SERIES
D/T (B) SERIES
D/L (B) & (T) & C/L (T)
C/TIE
D/T (T) SERIES
D/T (B) SERIES
D/L (B) & (T) & C/L (T)
C/TIE
D/T (T) SERIES
D/T (B) SERIES
D/T (B)
D/L (B) & (T) & C/L (T)
C/TIE
D/T (T)
C/L (T)
D/T (B)
D/L (T)
D/L (B)
C/TIE
D/T (T)
D/T (B) & (T)
D/L (B) & (T)
B/T (T)
S5106E
S5105E
S5104E
S5103E
S6102E
S6101E
S6100E
S7099E
S8098E
S6031E
S5016E
S5015E
S5014E
S6097E
S5048E
S7043E
S8042E
S5025E
S5014E
S5096E
S5041E
S5025E
S5014E
S6095E
S7043E
S8042E
S5020E
S5007E
S5041E
S5020E
S5007E
S6094E
S7043E
S8042E
S5018E
S5041E
S5018E
S5093E
S5092E
S5091E
S5090E
S5089E
S5088E
S5087E
S5086E
S5085E
S6084E
S6083E
S6082E
S6081E
S7080E
S7079E
S7078E
S8077E
S8076E
S8075E
S5012E
S5016E
S8074E
S8073E
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
STR
STR
STR
STR
STR
BENT
STR
STR
STR
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
BENT
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
6'-11ƒ"
4'-6"
2'-4†"
5'-7‡"
7'-6•"
2'-4†"
5'-7‡"
7'-6•"
14'-0ƒ"
14'-0ƒ"
9'-4"
17'-1"
17'-1"
9'-4"
3'-3"
9'-4"
17'-1"
17'-1"
9'-4"
3'-3"
9'-4"
17'-1"
17'-1"
9'-4"
3'-3"
8'-5•"
8'-5•"
17'-1"
17'-1"
17'-1"
17'-1"
9'-9"
9'-9"
6'-10„"
7'-1„"
14'-9‚"
5'-8„"
7'-7…"
7'-10…"
14'-9‚"
5'-8„"
7'-1†"
7'-4†"
14'-9‚"
5'-8„"
6'-8‚"
6'-11‚"
6'-5•"
14'-9‚"
5'-8„"
6'-8•"
14'-10ƒ"
6'-5•"
14'-10ƒ"
14'-10ƒ"
5'-8„"
6'-8•"
9'-4"
14'-9‚"
3'-3"
L5
M1
M2
M3
M4
M5
N
N1
P
P1
P2
Q
R
S
S1
T
T1
U
U1
V
Q
1'-4‡" (S8073E)
1'-2ƒ" (S8072E)
2'-
1„
" (S
8073
E)
2'-
…" (S
8072
E)
2'-1„" (S8073E)
2'-…" (S8072E)
6'-8‡"
10" …"
4†
" (S
5093
E)
8„
" (S
5092
E)
2'-1…" (S5093E)
1'-5" (S5092E)
1'-
3†
" (S
5093
E)
1'-
3…
" (S
5092
E)
S5092E & S5093E
…"
10"
10„" (S5093E)
6ƒ" (S5092E)
10„
" (S
5093
E)
6ƒ
" (S
5092
E)
NOTES:
S8072E, S8073E & S8074E
S5089E, S5090E & S5091E
S5054E, S5055E, S5056E & S5057E
S5050E, S5051E, S5052E, S5053E,
VARIES FROM 6'-10†" TO 6'-5ƒ" (S5051E)
VARIES FROM 7'-1†" TO 6'-8ƒ" (S5050E)
LOCATED ON SHEET B146 (SUPERSTRUCTURE SLAB BAR LIST 4 OF 5).
S7080E, S6082E, S6083E, S5086E, S5087E, S8098E AND S7099E ARE
BAR BENDING DIAGRAMS FOR BARS S8063E, S7064E, S8075E THRU
LOCATED ON SHEET B143 (SUPERSTRUCTURE SLAB BAR LIST 1 OF 5).
BAR BENDING DIAGRAMS FOR BARS S5014E, S5015E AND S5016E ARE
2.
1.
1
3
2
25
1
1
3
15
15
27
1
5
25
14
3
21
21
14
14
14
45
14
14
14
19
19
14
13
38
28
13
14
23
23
14
46
28
2
18
1
1
2
1
4
5
5
1
4
5
7
5
5
6
4
5
6
2
1
2
2
D/T (T)
D/T (T)
D/T (T)
D/T (T)
D/T (B)
D/T (B)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
D/T (B)
P/TIE
P/TIE
C/TIE
D/T (B)
C/L (T)
D/L (T)
D/L (B)
D/T (T)
C/TIE
D/T (B)
D/L (B) & (T) & C/L (T)
D/T (T)
C/TIE
D/T (B)
D/L (T)
D/L (B)
D/T (T)
B/T (T)
D/L (B) & (T)
D/T (B) & (T)
B/T (T)
D/T (B)
D/L (T)
D/L (B)
D/T (T)
D/L (B) & (T)
D/T (B) & (T)
P/TIE
C/TIE
C/L (T)
C/L (T)
D/L (B) & C/L (T)
D/T (T)
D/T (T) SERIES
D/T (T) SERIES
D/T (T)
D/T (B)
D/T (B) SERIES
D/T (B) SERIES
D/T (B)
D/L (T) SERIES
D/L (T) SERIES
D/L (T) SERIES
D/L (B) SERIES
D/L (B) SERIES
D/L (B) SERIES
D/T (T)
P/TIE
D/OPENING
D/OPENING
2'-
1‡
" (S
8074
E)
1'-6‡" (S8074E) 2'-1‡" (S8074E)
10'-8‚" (S
5089E)
1'-7ƒ" (S
5091E)
VARIES FROM 7'-0ƒ" TO 6'-7•" (S5057E)
VARIES FROM 7'-3ƒ" TO 6'-10•" (S5056E)
VARIES FROM 7'-10" TO 7'-4ƒ" (S5055E)
VARIES FROM 8'-1" TO 7'-7ƒ" (S5054E)
VARIES FROM 7'-4‚" TO 6'-11" (S5053E)
VARIES FROM 7'-7‚" TO 7'-2" (S5052E)
3 BAR NOT INCLUDED IN PANEL Q
3
3
3
3
1'-10•" (S
5090E)
1'-11ƒ
" (S
5089E)
11'-8‚" (S
5090E)
12'-7" (S
5089E)
9'-6" (S5091E)
10'-0" (S5090E)
R 11'-0" (S5089E)
6'-3…"
7'-5•"
7'-0"
6'-8"
3'-0„"
6'-3…"
7'-5•"
32'-5„"
32'-5„"
6'-5"
9'-3"
6'-5†"
5'-8„"
8'-11•"
14'-10ƒ"
14'-10ƒ"
14'-10ƒ"
9'-2•"
5'-8„"
8'-11•"
14'-9‚"
9'-2•"
5'-8„"
8'-11"
14'-10ƒ"
14'-10ƒ"
8'-11"
3'-3"
14'-9‚"
8'-11"
3'-3"
10'-7"
14'-10ƒ"
14'-10ƒ"
10'-7"
14'-9‚"
10'-7"
6'-8"
5'-10"
18'-1"
19'-2•"
20'-1•"
1'-6•"
4'-2„"
6'-4"
6'-8•"
1'-0•"
3'-10„"
6'-0"
6'-5•"
10'-9•"
14'-6ƒ"
16'-6"
11'-2•"
14'-0ƒ"
16'-2"
7'-0•"
9'-3"
7'-8„"
7'-3‡"
3/30/2015
B144R
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SUP027.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
ET
MARK
BARLENGTHNO SHAPE LOCATION
TYPE
PANEL
DECK PANELS
BILL OF REINFORCEMENT
MARK
BARLENGTHNO SHAPE LOCATION
TYPE
PANEL
CB
CB
DECK PANELS (CONT.)
BILL OF REINFORCEMENT
SUPERSTRUCTURE SLAB BAR LIST (3 OF 5)
S5015E
S5014E
S5114E
S7112E
S8111E
S8110E
S5016E
S5015E
S5014E
S5012E
S5011E
S6010E
S5113E
S7112E
S8111E
S8110E
S5020E
S6019E
S5007E
S7112E
S8111E
S8110E
S5020E
S6019E
S5007E
S7112E
S8111E
S8110E
S5007E
S5006E
S6005E
S7112E
S8111E
S8110E
S5018E
S6017E
S7112E
S8111E
S8110E
S5004E
S6003E
S5109E
S5108E
S5107E
S5106E
S5105E
S5104E
S5103E
S6102E
S6101E
S6100E
S7099E
S8098E
S6031E
S5016E
S5015E
S5014E
S5109E
S5108E
S5107E
2
25
3
15
15
15
1
2
25
2
25
31
8
19
19
19
27
31
18
19
19
19
27
31
26
17
17
17
26
27
31
23
23
23
27
31
21
21
21
27
31
1
3
1
1
3
2
25
1
1
3
15
15
27
1
5
25
1
3
1
BENT
BENT
STR
STR
BENT
BENT
BENT
BENT
BENT
STR
STR
STR
BENT
STR
BENT
BENT
STR
STR
STR
STR
BENT
BENT
STR
STR
STR
STR
BENT
BENT
STR
STR
STR
STR
BENT
BENT
STR
STR
STR
BENT
BENT
STR
STR
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
BENT
STR
STR
P/TIE
C/TIE
C/L (T)
D/L (T)
D/L (B)
D/L (B)
P/TIE
P/TIE
C/TIE
D/T (T)
D/T (T)
D/T (B)
B/T (T)
D/L (T)
D/L (B)
D/L (B)
D/T (T)
D/T (B)
B/T (T)
D/L (T)
D/L (B)
D/L (B)
D/T (T)
D/T (B)
B/T (T)
D/L (T)
D/L (B)
D/L (B)
B/T (T)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/L (B)
D/T (T)
D/T (B)
D/L (T)
D/L (B)
D/L (B)
D/T (T)
D/T (B)
P/TIE
C/L (T)
D/T (T)
D/T (T)
D/T (T)
D/T (T)
D/T (T)
D/T (B)
D/T (B)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
D/T (B)
P/TIE
P/TIE
C/TIE
P/TIE
C/L (T)
D/T (T)
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
6'-5†"
5'-8„"
28'-6„"
28'-6„"
6'-0…"
29'-5„"
9'-3"
6'-5†"
5'-8„"
7'-0•"
6'-8•"
6'-6"
3'-10"
28'-6„"
6'-0…"
29'-5„"
8'-11"
9'-0"
3'-3"
28'-6„"
6'-0…"
29'-5„"
8'-11"
9'-0"
3'-3"
28'-6„"
6'-0…"
29'-5„"
3'-3"
8'-1"
8'-2"
28'-6„"
6'-0…"
29'-5„"
10'-7"
10'-8"
28'-6„"
6'-0…"
29'-5„"
9'-9"
9'-10"
9'-2"
29'-8"
3'-0„"
6'-3…"
7'-5•"
7'-0"
6'-8"
3'-0„"
6'-3…"
7'-5•"
32'-5„"
32'-5„"
6'-5"
9'-3"
6'-5†"
5'-8„"
9'-2"
29'-8"
3'-0„"
V1
W1
W2
X1
X2
X3
Y1
Y2
Y3
AS1
AS2
AS3
AS4
AS5
AS6
AS7
Y2
V S5109E
2'-4"
1'-
10"
3'-3" (S5113E)
28'-6„" (S8110E)
S8115E & S8123E
S8110E, S5113E,
VARIES FROM 16'-7…" TO 15'-6ƒ" (S8127E)
VARIES FROM 18'-11ƒ" TO 18'-5…" (S8125E)
S8131E, S8134E & S8136E
S8125E, S8127E, S8129E,
NOTES:
17'-6‡" (S8123E)
28'-6„" (S8115E)
VARIES FROM 18'-7" TO 17'-8ƒ" (S8136E)
VARIES FROM 18'-7•" TO 17'-9‚" (S8134E)
VARIES FROM 18'-4ƒ" TO 17'-10ƒ" (S8131E)
VARIES FROM 17'-9‚" TO 16'-8†" (S8129E)
FOR BARS S8116E AND 7118E, HOOK IS ORIENTED 90° FROM PLAN.
ON SHEET B146 (SUPERSTRUCTURE SLAB BAR LIST 4 OF 5).
S7124E, S7126E, S7128E, S7130E, S7132E, AND S7135E ARE LOCATED
BAR BENDING DIAGRAMS FOR BARS S8098E, S7099E, S6119E, S5120E,
LOCATED ON SHEET B143 (SUPERSTRUCTURE SLAB BAR LIST 1 OF 5).
BAR BENDING DIAGRAMS FOR BARS S5014E, S5015E AND S5016E ARE
3
2.
1.
15'-0•" (S8116E)
2'-1‡" (S8111E)
3
3
7/27/2015
B145R
S8111E, S8116E, S7118E, S8195E, & S7196E
15'-0•" (S7196E)
15'-0•" (S7118E)
15'-0•" (S8195E)
13'-6†" (S8116E)
1'-6" (S8111E)
12'-8‚" (S7196E)
13'-6†" (S7118E)
12'-8‚" (S8195E)
VA
RIE
S
FR
OM
11‚
"
TO 1†
" (S
8116
E)
1'-
6" (S
8111E)
VA
RIE
S
FR
OM
8"
TO 3" (S
7196
E)
VA
RIE
S
FR
OM
11‚
"
TO 1†
" (S
7118
E)
VA
RIE
S
FR
OM
8"
TO 3" (S
8195
E)
S8136E
S8111E
S6019E
S5009E
S5007E
S7135E
S8134E
S8111E
S5020E
S6019E
S5007E
S6133E
S7132E
S8131E
S8111E
S5046E
S5007E
S7130E
S8129E
S8111E
S5018E
S6017E
S7128E
S8127E
S8111E
S5018E
S6017E
S7126E
S8125E
S8111E
S5004E
S6003E
S7124E
S8123E
S8111E
S5004E
S6003E
S7196E
S8195E
S5122E
S5121E
S5120E
S6119E
S7118E
S7117E
S8116E
S8115E
S8111E
S5026E
S5025E
S6019E
S5016E
S5015E
S5014E
S5114E
S7112E
S8111E
S8110E
S5026E
S5025E
S6019E
S5016E
19
19
21
17
16
19
19
19
17
21
16
21
20
20
20
17
16
23
23
23
16
20
23
23
23
15
19
21
21
21
17
21
21
21
21
16
20
2
2
3
3
13
13
5
14
5
14
21
2
12
18
1
2
25
3
21
21
21
2
25
31
1
19'-0‡"
6'-0…"
9'-0"
6'-1"
3'-3"
18'-2…"
19'-1…"
6'-0…"
8'-11"
9'-0"
3'-3"
9'-5"
18'-1ƒ"
19'-0ƒ"
6'-0…"
9'-4"
3'-3"
17'-3"
18'-2"
6'-0…"
10'-7"
10'-8"
16'-1„"
17'-0„"
6'-0…"
10'-7"
10'-8"
18'-8†"
19'-7†"
6'-0…"
9'-9"
9'-10"
17'-7"
18'-6"
6'-0…"
9'-9"
9'-10"
27'-9"
28'-8"
14'-2‚"
15'-9•"
8'-9…"
8'-6ƒ"
28'-6‚"
28'-6„"
29'-5‚"
29'-5„"
6'-0…"
9'-6•"
9'-2•"
9'-0"
9'-3"
6'-5†"
5'-8„"
28'-6„"
28'-6„"
6'-0…"
29'-5„"
9'-6•"
9'-2•"
9'-0"
9'-3"
BENT
BENT
STR
STR
STR
STR
BENT
BENT
STR
STR
STR
STR
STR
BENT
BENT
STR
STR
STR
BENT
BENT
STR
STR
STR
BENT
BENT
STR
STR
STR
BENT
BENT
STR
STR
STR
BENT
BENT
STR
STR
BENT
BENT
STR
STR
STR
STR
BENT
STR
BENT
BENT
BENT
STR
STR
STR
BENT
BENT
BENT
STR
STR
BENT
BENT
STR
STR
STR
BENT
D/L (B) SERIES
D/L (B)
D/T (B)
D/T (T)
B/T (T)
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
D/T (T)
D/T (B)
B/T (T)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
D/T (T)
B/T (T)
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
D/T (T)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
D/T (T)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
D/T (T)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
D/T (T)
D/T (B)
D/L (T) SERIES
D/L (B) SERIES
C/L (T)
C/L (T)
D/T (T) SERIES
D/T (B) SERIES
D/L (T) SERIES
D/L (T)
D/L (B) SERIES
D/L (B)
D/L (B)
D/T (T)
D/T (T)
D/T (B)
P/TIE
P/TIE
C/TIE
C/L (T)
D/L (T)
D/L (B)
D/L (B)
D/T (T)
D/T (T)
D/T (B)
P/TIE
3
3
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUP028.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014B146
ET
MARK
BARLENGTHNO SHAPE LOCATION
TYPE
PANEL
DECK PANELS
BILL OF REINFORCEMENT
CB
CB SUPERSTRUCTURE SLAB BAR LIST (4 OF 5)
S5157E
S5156E
S5155E
S5154E
S6153E
S6152E
S6151E
S7150E
S8149E
S8111E
S5016E
S5015E
S5014E
S5148E
S7147E
S8146E
S8111E
S5026E
S5025E
S6019E
S5016E
S5015E
S5014E
S5145E
S5144E
S5143E
S5142E
S6141E
S7140E
S8139E
S8111E
S5016E
S5015E
S5014E
S5138E
S7137E
3
9
2
7
9
2
7
23
23
23
1
2
16
3
21
21
21
2
16
22
1
2
16
3
9
2
7
22
18
18
18
1
2
16
17
19
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
BENT
BENT
STR
STR
BENT
BENT
STR
STR
STR
BENT
BENT
BENT
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
BENT
BENT
STR
STR
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
19'-7‡"
9'-4„"
9'-6ƒ"
9'-11•"
9'-1†"
9'-4‚"
9'-9"
19'-1‡"
20'-0ƒ"
6'-0…"
9'-3"
6'-5†"
5'-8„"
19'-8‡"
19'-4"
20'-2ƒ"
6'-0…"
9'-6•"
9'-2•"
9'-0"
9'-3"
6'-5†"
5'-8„"
19'-5•"
7'-6„"
7'-8‚"
7'-10„"
7'-5…"
19'-3‚"
20'-2„"
6'-0…"
9'-3"
6'-5†"
5'-8„"
8'-1•"
18'-1‡"
AS8
AS9
AS10
AS7
S5138E
3'-6‚"
6‚
"
2‚"
VARIES FROM 19'-9…" TO 18'-10" (S8146E)
VARIES FROM 19'-5‡" TO 19'-…" (S8139E)
S8149E
S8139E, S8146E,
NOTES:
(SUPERSTRUCTURE SLAB BAR LIST 3 OF 5).
BAR BENDING DIAGRAM FOR BAR S8111E IS LOCATED 0N SHEET B145
LOCATED ON SHEET B143 (SUPERSTRUCTURE SLAB BAR LIST 1 OF 5).
BAR BENDING DIAGRAMS FOR BARS S5014E, S5015E AND S5016E ARE
2.
1.
S5086E, S5087E, S8098E & S7099E
S8078E, S7079E, S7080E, S6082E, S6083E,
S8063E, S7064E, S8075E, S8076E, S8077E,
VARIES FROM 9'-2‚" TO 8'-4‚" (S5120E)
VARIES FROM 8'-11ƒ" TO 8'-1ƒ" (S6119E)
S7128E, S7130E, S7312E, & S7135E
S6119E, S5120E, S7124E, S7126E,
VARIES FROM 19'-6" TO 19'-•" (S7140E)
VARIES FROM 18'-7" TO 17'-8ƒ" (S7137E)
S6153E, S5154E, S5155E & S5156E
S5144E, S7147E, S7150E, S6151E, S6152E
S7137E, S7140E, S6141E, S5142E, S5143E,
VARIES FROM 18'-7•" TO 17'-9‚" (S7135E)
VARIES FROM 18'-4ƒ" TO 17'-10ƒ" (S7132E)
VARIES FROM 17'-9‚" TO 16'-8†" (S7130E)
VARIES FROM 16'-7…" TO 15'-6ƒ" (S7128E)
VARIES FROM 18'-11ƒ" TO 18'-5…" (S7126E)
VARIES FROM 17'-10„" TO 17'-3ƒ" (S7124E)
VARIES FROM 19'-7ƒ" TO 18'-7†" (S8149E)
VARIES FROM 9'-5†" TO 9'-2•" (S5156E)
VARIES FROM 9'-7„" TO 9'-6…" (S5155E)
VARIES FROM 10'-3" TO 9'-8" (S5154E)
VARIES FROM 9'-3„" TO 9'-0" (S6153E)
VARIES FROM 9'-4†" TO 9'-3‡" (S6152E)
VARIES FROM 10'-0•" TO 9'-5•" (S6151E)
VARIES FROM 19'-7‡" TO 18'-7‡" (S7150E)
VARIES FROM 19'-9†" TO 18'-10‚" (S7147E)
VARIES FROM 7'-7†" TO 7'-4•" (S5144E)
VARIES FROM 7'-8•" TO 7'-8" (S5143E)
VARIES FROM 7'-11‚" TO 7'-8‡" (S5142E)
VARIES FROM 7'-8ƒ" TO 7'-2" (S6141E)
C/L (T)
D/T (T) SERIES
D/T (T) SERIES
D/T (T) SERIES
D/T (B) SERIES
D/T (B) SERIES
D/T (B) SERIES
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
P/TIE
P/TIE
C/TIE
C/L (T)
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
D/T (T)
D/T (T)
D/T (B)
P/TIE
P/TIE
C/TIE
C/L (T)
D/T (T) SERIES
D/T (T) SERIES
D/T (T) SERIES
D/T (B) SERIES
D/L (T) SERIES
D/L (B) SERIES
D/L (B)
P/TIE
P/TIE
C/TIE
D/T (T) SERIES
D/L (T) SERIES
VARIES FROM 16'-11ƒ" TO 15'-7…" (S8075E)
VARIES FROM 15'-„" TO 13'-1‚" (S8063E & S7064E)
VARIES FROM 33'-3ƒ" TO 31'-6…" (S8098E & S7099E)
VARIES FROM 5'-4„" TO 3'-0ƒ" (S5087E)
VARIES FROM 6'-10" TO 5'-10" (S5086E)
VARIES FROM 5'-0†" TO 2'-8‚" (S6083E)
VARIES FROM 6'-7" TO 5'-6ƒ" (S6082E)
VARIES FROM 12'-10•" TO 6'-7‡" (S7080E)
VARIES FROM 15'-7‚" TO 13'-7•" (S7079E)
VARIES FROM 17'-3‚" TO 15'-11‡" (S8078E)
VARIES FROM 12'-3‚" TO 8'-1•" (S8077E)
VARIES FROM 15'-2•" TO 13'-1„" (S8076E)
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUP029.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014B147
ET
MARK
BARLENGTHNO SHAPE LOCATION
ITEM UNITTOTAL
QUANTITY
SUMMARY OF QUANTITIES FOR SUPERSTRUCTURE SLAB
CB
CB SUPERSTRUCTURE SLAB BAR LIST (5 OF 5)
TYPE
POUR
ULTRA-HIGH PERFORMANCE C.I.P. CONCRETE CLOSURE POURS
BILL OF REINFORCEMENT
S5192E
S5191E
S5190E
S6189E
S5188E
S6187E
S5186E
S6185E
S5184E
S5183E
S5182E
S6181E
S5180E
S6179E
S5178E
S6177E
S5176E
S5175E
S5174E
S5173E
S5172E
S6171E
S5170E
S7169E
S8168E
S5167E
S8166E
S7165E
S8164E
S7163E
S8162E
S5161E
S5160E
S7159E
S8158E
8
8
8
8
2
2
2
2
4
4
8
8
4
4
36
36
4
4
4
4
2
2
28
14
14
36
42
140
98
110
110
14
14
28
28
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
STR
STR
STR
BENT
STR
STR
STR
STR
STR
BENT
D/T (T) 6" CP @ P4-E TO 5-2
D/T (B) 6" CP @ P4-E TO 5-2
D/T (T) 9" CP @ 4-5 TO P4-W, AB-E
D/T (B) 9" CP @ 4-5 TO P4-W, AB-E
D/T (T) 9" CP @ 4-3
D/T (B) 9" CP @ 4-3
D/T (T) 9" CP @ 4-2
D/T (B) 9" CP @ 4-2
D/T (T) 6" CP @ CL P2, CL P3
D/T (B) 6" CP @ CL P2, CL P3
D/T (T) 9" CP @ P2-W, P2-E, P3-W, P3-E
D/T (B) 9" CP @ P2-W, P2-E, P3-W, P3-E
D/T (T) 9" CP @ P2-W, P2-E, P3-W, P3-E
D/T (B) 9" CP @ P2-W, P2-E, P3-W, P3-E
D/T (T) 9" CP @ P1-E TO 2-2, 2-4 TO 2-6, 3-1 TO 3-4, 3-6 TO 3-8, 3-10 TO 3-13, 4-1
D/T (B) 9" CP @ P1-E TO 2-2, 2-4 TO 2-6, 3-1 TO 3-4, 3-6 TO 3-8, 3-10 TO 3-13, 4-1
D/T (T) 6" CP @ 1-2 TO P1-W
D/T (B) 6" CP @ 1-2 TO P1-W
D/T (T) 6" CP @ 1-0 TO 1-1
D/T (B) 6" CP @ 1-0 TO 1-1
D/T (T) 9" CP @ AB-W
D/T (B) 9" CP @ AB-W
D/L (B) & (T) 6" CP @ P4-W TO AB-E
D/L (T) 7" CP @ 4-3 TO 4-4
D/L (B) 7" CP @ 4-3 TO 4-4
D/L (B) & (T) 6" CP @ P2-W TO P2-E, P3-W TO P3-E
D/L (B) 7" CP @ 2-5 TO P2-W, 3-1 TO 3-3, 3-11 TO 3-13
D/L (T) 7" CP @ 2-1 TO P2-W, 3-1 TO 3-13, 4-4 TO 4-6
D/L (B) 7" CP @ 2-1 TO 2-5, 3-3 TO 3-11, 4-4 TO 4-6
D/L (T) 7" CP @ P1-E TO 2-1, P2-E TO 3-1, 3-13 TO P3-W, P3-E TO 4-3, 4-6 TO P4-W
D/L (B) 7" CP @ P1-E TO 2-1, P2-E TO 3-1, 3-13 TO P3-W, P3-E TO 4-3, 4-6 TO P4-W
D/L (B) & (T) 6" CP @ 1-0 TO P1-E
D/L (B) & (T) 6" CP @ AB-W TO 1-0
D/L (T) 7" CP @ AP-W TO AB-W, AP-E TO AB-E
D/L (B) 7" CP @ AP-W TO AB-W, AP-E TO AB-E
38'-1‚"
37'-6‚"
38'-5"
37'-10‚"
37'-6"
36'-11‚"
35'-6"
34'-11‚"
40'-11ƒ"
40'-4ƒ"
7'-7•"
7'-7•"
52'-11"
52'-11"
33'-5"
32'-10‚"
33'-10•"
33'-3•"
34'-10"
34'-3"
35'-3ƒ"
34'-9"
36'-11‡"
28'-6„"
29'-5„"
33'-9"
58'-1"
58'-1"
59'-0"
29'-4•"
29'-4•"
57'-11•"
14'-9‚"
19'-0‚"
19'-11‚"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
58'-1" (S8164E)
19'-‚" (S8158E)
& S8168E
S8158E, S8164E
TRANSVERSE
LONGITUDINAL
28'-6„" (S8168E)
PRECAST DECK PANELS.
INCLUDED IN THE BID PRICE FOR ALL 1
CASTING ASSEMBLY
2" RIGID METAL CONDUIT 1
STAINLESS STEEL SHEAR STUDS 1
STAINLESS STEEL 1
REINFORCEMENT BARS (EPOXY COATED) 1
UHPC 1
CONCRETE 1
PRECAST DECK PANELS
PREMIXED POLYMER CONCRETE (PPC) WEARING COURSE
EXPANSION JOINT DEVICES TYPE 4
FLOOR DRAIN TYPE B701
EACH
LIN FT
EACH
POUND
POUND
CU YD
CU YD
LUMP SUM
SQ FT
LIN FT
EACH
2
2,080
13,066
76,493
1,369,909
311
2,987
1
70,199
425
4
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL001.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
LEGEND:
1.
NOTE:
2.
CL
12'-4"
17'-
0"
17'-
0"
13'-
0"
10'-2†"
17'-
0"
2 3 4
CL PIER 2PIER 1CL
31'-
2"
31'-
2"
TYPE 1A PANEL: 17 @ 14'-4‚"=
TYPE 1A PANEL: 12 @ 14'-4‚"=
14'-4„"
1E
14'-6„"
1B
ORNAMENTAL RAIL PILASTER W/ LIGHT
#
244'-0‚"
ORNAMENTAL RAILING
RD
WY
14 15 16
RD
WY
SHEET FOR DETAILS
SEE BRIDGE LIGHTING
SPAN 1 SPAN 2
SPAN 3
NAVIGATION LIGHTING CONDUIT
BRIDGE LIGHTING CONDUIT
PLAN VIEW STA. 13+25 TO 16+50
10'-0"11'-6"14'-3•"14'-6"14'-2•" 11'-10"11'-10"11'-10"11'-10"14'-6"14'-2•"14'-6"14'-2•"14'-6"14'-3•"11'-6"10'-0" 14'-6"
DEFLECTION JT. TYP
EXPANSION JT.
DEFLECTION JT. TYPEXPANSION JT. EXPANSION JT.
1
1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
6 @ 14'-6"=87'-0" 14'-6"
1
PILASTER
TYPE 2
PILASTER
TYPE 2
PILASTER
TYPE 4
PILASTER
TYPE 3
PILASTER
TYPE 2
PILASTER
TYPE 5
PILASTER
TYPE 2
PILASTER
TYPE 5
PILASTER
TYPE 2
MA
TC
H
LIN
E
ST
A. 13
+25
MA
TC
H
LIN
E
ST
A. 13
+25
MA
TC
H
LIN
E
ST
A. 16
+50
CL
TYPE 1 UNLESS OTHERWISE NOTED
ORNAMENTAL RAIL PILASTER
ORNAMENTAL RAIL PANEL TYPE
13'-
0"
AJN
NTT
AMK
STRUCTURAL TUBE RAILING
CONCRETE PARAPET TYPE P-2 MOD W/
TAPER PT.
1C
14'-7‚"
RAILING LAYOUT (1 OF 3)
FRANKLIN AVE. BRIDGE & WORKING LINE
FRANKLIN AVE. BRIDGE & WORKING LINE
PA
TH
SH
AR
ED
US
E
SE
E
RAILIN
G
LA
YO
UT (2
OF 3)
PA
TH
SH
AR
ED
US
E
W/ STRUCTURAL TUBE RAILING
CONCRETE PARAPET TYPE P-2 MOD
BELOW (TYP)
CAP BEAM
BELOW (TYP)
CAP BEAM
13'-
0"
ORNAMENTAL RAILING
SPAN 3
FO
R
WE
ST
AP
PR
OA
CH
SE
E
RAILIN
G
LA
YO
UT (3
OF 3)
7'-2„"
WP B WP C
MA
TC
H
LIN
E
ST
A. 9
+99.7
5
PLAN VIEW STA. 9+99.75 TO 13+25
6'-2"
SEE SHEET B152 FOR PILASTER AND PANEL DETAILS.
3. SEE SHEET B151 FOR PARAPET AND TUBE RAILING DETAILS.
SHOP DRAWINGS FOR PRECAST PARAPET OPTION.
P-2 MOD SEGMENT WITH DECK PANEL. CONTRACTOR SHALL PROVIDE
CONTRACTOR HAS OPTION TO PRECAST CONCRETE PARAPET TYPE
-CAP BEAMC.B.
C.B. 3-1 C.B. 3-2 C.B. 3-3 C.B. 3-4 C.B. 3-5 C.B. 3-6 C.B. 3-7 C.B. 3-8 C.B. 3-9 3-12
C.B. C.B. 3-10 C.B. 3-11
C.B. 1-0 C.B. 1-1 C.B. 1-2
C.B. 2-1 C.B. 2-2 C.B. 2-3 C.B. 2-4 C.B. 2-5 C.B. 2-6 3-1
C.B.
11 12 1310
43101
AARON J. NELSON, PROFESSIONAL ENGINEER
B148R
12/03/2015
1'-
2"
2
2
2
14'-2•"14'-6"14'-2•"14'-6"14'-3•"11'-6"10'-0"10'-0"11'-6"14'-3ƒ"14'-6"14'-2•"14'-6"14'-3ƒ"11'-6"10'-0"10'-0"11'-6"14'-3•"14'-6"14'-2•"14'-6"14'-2•"14'-6"14'-2•"14'-6"
2
2
1'-
2"
10'-2†"
MEASURED TO FACE OF PILASTER BASE.
SOUTH
NORTH TYPE 1A PANEL: 9 @ 14'-4‚"= TYPE 1A PANEL: 7 @ 14'-4‚"=
3
3
33
3
3
RAILINGS ARE SYMMETRICAL ABOUT < OF BRIDGE, UNLESS NOTED OTHERWISE.
143'-6•"14'-6‚"172'-3"
129'-2‚"14'-6‚"186'-7‚"TYPE 1A PANEL: 13 @ 14'-4‚"=
TYPE 1A PANEL: 10 @ 14'-4‚"=
TYPE 1A PANEL: 9 @ 14'-4‚"=
SOUTH
NORTH
3
33
3
3
3
3
3
14'-7‚"
2"
100'-5ƒ"
14'-6‚"
129'-2‚"
PRECAST DECK PANELS PER RFI 21.
ARE ADJUSTED HERE FOR FIT-UP WITH
SURVEYED CAP BEAM LOCATION AND
PILASTERS MAY NOT BE CENTERED ON
DETERMINED FROM EXISTING PLANS.
BEAMS SHOWN ON THIS SHEET ARE
REVISED PER RF1 21. LOCATION OF CAP
PILASTER
TYPE 5
1D
1D
1D
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL002.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
LEGEND:
1.
NOTE:
2.
12'-
0"
17 18 19
20
13'-
0"
17'-
0"
1'-
2"
12'-
0"
12'-4"10'-2†" 10'-2†"14'-6„"
36'-
2"
2 3 4
#
1B 1C 5 1C
14'-3†"
RD
WY
PLAN VIEW STA. 16+50 TO 19+75
11'-10"14'-6"14'-2•"14'-6"14'-2•" 3 @ 14'-6"=43'-6"14'-6"14'-2•"14'-6"14'-3ƒ"11'-6"10'-0"10'-0"11'-6"14'-3ƒ"14'-6"14'-2•"14'-6"14'-2•"14'-6"11'-10"11'-9‡"11'-9‡"
SPAN 3 SPAN 4 SPAN 5
SPAN 5
4 @ 14'-6"=58'-0"
1 1 1 1 1 1 1 1 1
1
MA
TC
H
LIN
E
ST
A. 16
+50
3 @ 14'-4‚"= 43'-0ƒ"
TYPE 1A PANEL:
DEFLECTION JT. TYP
< PIER 3 < PIER 4
PILASTER
TYPE 3PILASTER
TYPE 4
PILASTER
TYPE 2PILASTER
TYPE 5
EXPANSION JT.
ORNAMENTAL RAILING
PILASTER
TYPE 2
23'-
0"
TYPE 1A PANEL: 12 @ 14'-4‚" = 172'-3"
MA
TC
H
LIN
E
ST
A. 19
+75
DEFLECTION JT. TYP
PILASTER
TYPE 2
ORNAMENTAL RAIL PANEL TYPE
ORNAMENTAL RAIL PILASTER W/ LIGHT
ORNAMENTAL RAIL PILASTER TYPE 1 UNLESS OTHERWISE NOTED
MA
TC
H
LIN
E
ST
A. 19
+75
W/ STRUCTURAL TUBE RAILING
CONCRETE PARAPET TYPE P-2 MOD
RAILING LAYOUT (2 OF 3)
< FRANKLIN AVE. BRIDGE & WORKING LINE
US
E
PA
TH
SH
AR
ED
SE
E
RAILIN
G
LA
YO
UT (1 O
F 3)
FO
R
EA
ST
AP
PR
OA
CH
SE
E
RAILIN
G
LA
YO
UT (3
OF 3)
& WORKING LINE< FRANKLIN AVE. BRIDGE
TYPE 1A PANEL:
SHEET FOR DETAILS
LIGHTING
SEE BRIDGE
TYPE P-2 MOD WITH DECK PANEL
CONTRACTOR HAS OPTION TO PRECAST CONCRETE PARAPET TUBE RAILING
STRUCTURAL
TYPE P-2 MOD W/
CONCRETE PARAPET
6'-2"
WP D
WP E
14'-7‚" 14'-7‚"
AJN
NTT
1C
MA
TC
H
LIN
E
ST
A. 20
+13.7
9
PLAN VIEW STA. 19+75 TO 20+13.79
AMK
C.B. 5-1 C.B. 5-2
5-0
C.B.
C.B. 3-12 C.B. 3-13C.B. 4-1
C.B. 4-2C.B. 4-3 C.B. 4-4 C.B. 4-5 C.B. 4-6 C.B. 5-0
5-1
C.B.
-CAP BEAMC.B.
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
13'-10‚"
6'-11„"
B149R2
1F
1'-
2"
1'-
2"
3.
12/03/2015
4
4
4
REVISED PER RFI 21
MEASURED TO FACE OF PILASTER BASE.
SEE SHEET B151 FOR PARAPET AND TUBE RAIL DETAILS.
SEE ORNAMENTAL RAILING DETAIL SHEETS FOR PILASTER AND PANEL DETAILS.
RAILINGS ARE SYMMETRICAL ABOUT < OF BRIDGE.
5
5
5
14'-7‚"
2•"
PRECAST DECK PANELS PER RFI 21.
SURVEYED CAP BEAM LOCATION AND ARE ADJUSTED HERE FOR FIT-UP WITH
DETERMINED FROM EXISTING PLANS. PILASTERS MAY NOT BE CENTERED ON
REVISED PER RF1 21. LOCATION OF CAP BEAMS SHOWN ON THIS SHEET ARE
5
2 @ 14'-4‚"
BELOW, TYP
CAP BEAM
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL003.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
10+00
LEGEND:
ORNAMENTAL RAIL PILASTER W/ LIGHT
1.
NOTE:
14'-6"
14'-6" 10'-7ƒ" 10'-1†" 10'-1†"
15'-
9•
"15'-
9•
"15'-
9•
"
R=250'
R=170'
R=300'
WEST APPROACH EAST APPROACH
14'-6"
PILASTERTYPE 2
14'-3‡"
5'-1‡"
9'-8‡"
12'-0" 12'-0" 10'-9•"
12'-0" 12'-0" 10'-10"
15'-
4ƒ
"7'-
11‡
"15'-
7‡
"8'-
1‡
"
10'-1ƒ"
PILASTER
TYPE 2
14'-2‚"
5'-3•"
13'-7•"
SPAN 1 SPAN 5
#
ORNAMENTAL RAIL PILASTER TYPE 1 UNLESS OTHERWISE NOTED
14'-
0†
"
W/ STRUCTURAL TUBE RAILING
TYPE P-2 MOD
CONCRETE PARAPET
RAILING LAYOUT (3 OF 3)
LA
YO
UT (2
OF 3)
SE
E
RAILIN
G
LA
YO
UT (1 O
F 3)
SE
E
RAILIN
G
& WORKING LINE
< FRANKLIN AVE. BRIDGE & WORKING LINE
< FRANKLIN AVE. BRIDGE
ORNAMENTAL RAIL PANEL TYPE
AND PANEL DETAILS.
SEE ORNAMENTAL RAILING DETAIL SHEETS FOR PILASTER
9'-7…"
PILASTERTYPE 5
PILASTER
TYPE 5PILASTER
TYPE 5
PILASTERTYPE 5
18'-
8"
18'-
8"
15'-
6•
"
15'-
6•
"
WP A
WP G
WP N
WP F
WP M
WP T
AJN
NTT
AMK
6'-
4†
"
10+00
PANEL
TYPE 6
PANEL
TYPE 6
PANEL
TYPE 7A
PANEL
TYPE 7C
PANEL
TYPE 7A
PANEL
TYPE 7B
PANEL
TYPE 8A
PANEL
TYPE 8B
PANEL
TYPE 8C
PANEL
TYPE 8B
PANEL
TYPE 9B
PANEL
TYPE 9A
PANEL
TYPE 11
PANEL
TYPE 12
PANEL
TYPE 13
PANEL
TYPE 13
PANEL
TYPE 13
MA
TC
H
LIN
E
ST
A. 9
+99.7
5
MA
TC
H
LIN
E
ST
A. 20
+13.7
9
9'-11•"
14'-0"
- CAP BEAMC.B.
C.B. 1-0
C.B. 1-0 C.B. 5-2
C.B. 5-2
JOINT, TYP
DEFLECTION
41308
DANIEL F. ENSER, PROFESSIONAL ENGINEER
PILASTER
TYPE 2
SOUTH ORNAMENTAL RAILING9'-8‡" 9'-9…"
B150R5
05/23/2016
< EXPANSION JOINT< EXPANSION JOINT
5'-0…"
14'-
2…
"
PANEL
TYPE 10A
PANEL
TYPE 10B
5'-6"
CAP BEAM
< WEST ABUTMENT
(TYP)
3"
(TY
P)
1'-
2"
(TY
P)
1'-
2"
22
2 SEE SHEET B151 FOR MORE INFORMATION.
CAP BEAM
< EAST ABUTMENT
R=170'
OFFSET = 23.00' RT
STA = 20+13.52
PC RAILING
OFFSET = 16.77' LT
STA = 9+74.94
PT RAILING
R = 300'
OFFSET = 16.97' LT
STA = 9+45.00
PC RAILING
3
3
3
3
3
33
3
18'-
8"
JOINT, TYP
DEFLECTION
SPECIAL PROVISIONS
IMPACT ATTENUATOR, SEE
03/10/2016
R = 250'
OFFSET = 15.82' RT
STA = 9+58.33
PC RAILING
NORTH ORNAMENTAL RAILING9'-10‚"
10'-0•"
PILASTER
TYPE 2
(TYP)
3"
OFFSET = 27.55' RTSTA = 20+52.59PT RAILING
5'-
9„
"
13'-9†"9'-10„"
OFFSET = 15.39' RTSTA = 9+84.12PT RAILING
2" 2•"
2•"
23.00' LTSTA = 20+52.59
HERE FOR FIT-UP WITH PRECAST DECK PANELS PER RFI 21.
BE CENTERED ON SURVEYED CAP BEAM LOCATION AND ARE ADJUSTED
SHEET ARE DETERMINED FROM EXISTING PLANS. PILASTERS MAY NOT
REVISED PER RF1 21. LOCATION OF CAP BEAMS SHOWN ON THIS
10'-1‚"10'-1…"10'-8…"14'-6"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL004.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
CC
RAM
AJN
GENERAL NOTES:
3"
SECTION A-ABASE PLATE SECTION B-B RAIL SLEEVE DETAIL
TYP.‚"
A
A
1'-0" MAX SPA R501E & R502E
ANCHOR DETAIL
B B
TYP‚"
TYPTYP
STRUCTURAL TUBE RAIL DETAIL RAIL END DETAIL SECTION C-C
1'-0" MAX SPA R501E & R502E
R501E & R502E
1'-0" MAX SPA
1'-2"2'-2"
3'-4" 1"
2'-0"
2'-
0"
8"
7" 3" 8"4"6"6" 3" 6" 3" 3" 6" 3"
3" 6"
6" 3"•"
1'-0"
10"
1'-
2"
6"
1'-
8"
2'-
8"
1'-4"
2"
2"
2" CLR TYP
R501E
R502E
1•" 6" 1•"
10•
"
4•
"
2‚
"2‚
"
6"
10•
"
1" 1"4"
2'-0"10'-0" MAX POST SPG2'-0"
< RAIL POSTS < EXP JOINT
†"
R503E
1'-0"
3"
TH
RE
AD
3•" 2•"6"
6" 3"
1'-
0"
‚"PLATES
3"RADIUS
HOLE•"\ WEEP
‚" PLATE
ƒ"1'-
3"
2'-
8"
1 2
4
3
< CONSTRUCTION JOINT
1"1"
C.I.P.C.I.P.
CC
1"
9"
BASE PLATE
9"x1'-3"xƒ"
1'-6" MIN LAP SPLICE
SLEEVE DETAIL
SEE RAIL
OF UNDERSIDE TYP
H0LE IN CENTER
< •"\ WEEP
GROUT PAD, TYP
VARIABLE DEPTH HSS6x6x‚
HSS6x3x‚
FINISHED SIZE
5…"x2…"
PLATED TO
HSS5x2x‚
HSS6x3x‚
HOLE TYP
1•"\ VENT
PR
OJ
EC
TIO
N
VE
RTIC
AL
2•
"
AV
E
HSS6x3x‚
HSS6x6x‚
HOLE TYP
1•" \ VENT
END DETAIL
SEE RAIL
& R501E
R504E, R505E, R506E
TO SET JOINTJOINT DETAILSSEE EXPANSION
HOLE TYP
•" \ WEEP
10'-0" MAX POST SPACING2'-0" 2'-0"
1'-0" MIN 1'-0" MIN
AMK
USE AS REQUIRED
REVERSE CONSTRUCTION JOINT DETAIL
USE AS REQUIRED
TYPICAL EXPANSION JOINT DETAIL
2-R526E (TYP.)2-R525E OR2-R524E OR
1'-0" MAX SPA
R501E & R502E
CONDUIT
2" SIGNAL
2-R520E (S.E.)2-R516E (N.E.)2-R512E (S.W.)2-R508E (N.W.)
2"SIGNAL CONDUIT
BE CONSIDERED INCIDENTAL.
ALL CORRECTIONS TO FIT SLEEVE SHALL
4
2
1
3
VARIES DECK CLOSURE POUR
POUR
< DECK CLOSURE
USE AS REQUIRED
TYPICAL CONSTRUCTION JOINT DETAIL
41308
DANIEL F. ENSER, PROFESSIONAL ENGINEER
(REINFORCEMENT NOT SHOWN)
2" 2"
SECTION C-C
x 1'-0" PLATE
…" x 1'-0"
DIMENSION INCLUDES …" PLATE
4" 4"
6"
6"
3•
"3•
"
‚
11•
"
PIPE 1.68 LBS./FT.
< 1" STANDARD
TYP.
ESTIMATED WEIGHT=22 LBS.
Mn/DOT SPEC. 3394.
GALVANIZE AFTER FABRICATION PER
GUARDRAIL CONNECTION
DETAIL
BOLTS TYP
ANCHOR
< ‡"\
7•"BAR
‚"x1•"x
VENT HOLE
2" DIA.
TYP 3 SIDES
WIDE VEE JOINT
ƒ" DEEP x ƒ"
TYP
OF UNDERSIDE,
HOLE IN CENTER
< •"\ WEEP
x1'-0" PLATE
…"x1'-0"
PLATE
HOLES IN
< 1" DIA.
1'-
9"
2'-4"
R727E
05/23/2016
B151R48/14/2014
LOCATION
HANDHOLE
B80 FOR
B76 AND
SEE SHEETS
HANDHOLE,
ROUTE TO
R505E
R506E
R507E
R504E
SPEC. 3310
WASHER PER Mn/DOT
CIRCULAR PLATE
3" DIA. X ‚" (•" ID)
NUTS & WASHERS
TYPE C, WITH TWO HEX
RODS, Mn/DOT SPEC. 3385
‡" \ x 11"ANCHOR
HOLES, TYP
SLOTTED
< 1‰"X2" \
BAR‚"x1•"x1'-1"
2-R523E (S.E.)2-R519E (N.E.)2-R511E (N.W.+S.W.)
12" MAXMIN.
3"
12" MAX
< CONSTRUCTION JOINT
3" MIN.
1" RADIUS
2"
MA
X.
C.I.P.C.I.P.
2'-0" 2'-0"
1(V):2(H) SLOPE
1
MODIFIED PER RFI 36.1 2
AS-BUILT - CONCRETE PARAPET (TYPE P-2 MODIFIED) W/ STRUCTURAL TUBE RAILING
SEE SPECIAL PROVISIONS FOR JOINT SEALING REQUIREMENTS.
IS NOT PERMITTED.
SUBSTITUTION OF CHEMICAL ANCHOR RODS FOR CAST-IN-PLACE ANCHORAGE
5" AT RAILING JOINTS AND 8" AT EXPANSION JOINTS.
IN EXPANSION JOINTS.
1" AT RAILING JOINTS. AT EXPANSION JOINTS, MAKE 1" LARGER THAN GAP
2" SIGNAL CONDUIT SHALL BE INCLUDED IN THE COST FOR "CONDUIT SYSTEM (SIGNALS)".
SYSTEMS.
PROVISIONS FOR DETAILS REGARDING BONDING MULTIPLE ELECTRICAL GROUNDING
PROVISIONS. REFER TO THE ELECTRICAL PLANS AND ELECTRICAL SPECIAL
CONTINUOUSLY GROUND THE METAL RAILING AS DIRECTED IN THE SPECIAL
SEE SPECIAL PROVISIONS FOR PAINT REQUIREMENTS.
FOR SUPERSTRUCTURE.
ALL MATERIAL IN THE CONCRETE PARAPET IS LISTED IN SUMMARY OF QUANTITIES
AND ALL MATERIAL ABOVE TOP OF CONCRETE BARRIER.
PRICE BID FOR "STRUCTURAL TUBE RAILING DESIGN T-1" INCLUDES ANCHORAGES
AFTER FABRICATION.
GALVANIZE ALL OTHER STRUCTURAL STEEL PER Mn/DOT SPEC. 3394,
GALVANIZE BOLTS, NUTS, AND WASHERS PER Mn/DOT SPEC. 3392 AFTER FABRICATION.
PER A.S.T.M. A500, GRADE B AS SPECIFIED IN Mn/DOT SPEC. 3361.
PROVIDE STRUCTURAL STEEL PER Mn/DOT SPEC. 3309. PROVIDE STRUCTURAL TUBES
AND NORMAL TO GRADE. SEE SPECIAL PROVISIONS.
PROVIDE CORRECT ALIGNMENT FOR ANCHORAGES BY PLACING THEM ACCURATELY
SLIP FORMING OF CONCRETE PARAPET IS NOT PERMITTED.
MAX. SPACING OF CONCRETE CONTROL JOINTS SHALL BE 10'-0".
FINISH ALL EDGES OF RAIL WITH •" CHAMFER, EXCEPT WHERE OTHERWISE NOTED.
RAIL FROM END TO END OF TUBING. DO NOT DEDUCT FOR JOINTS.
FOR PAYMENT OF "STRUCTURAL TUBE RAILING DESIGN T-1" MEASURE LENGTH OF
LENGTH OF PRECAST CONCRETE RAILING BETWEEN PRECAST FACES, IF APPLICABLE.
FOR PAYMENT OF "PRECAST TYPE MOD P-2 (TL-2) RAILING CONCRETE (3Y46)" MEASURE
APPLICABLE.
CIP CONCRETE RAILING BETWEEN END FACES, INTERIOR FACES AND PRECAST FACES, IF
FOR PAYMENT OF "TYPE MOD P-2 (TL-2) RAILING CONCRETE (3Y46)"MEASURE LENGTH OF
1
1" CHAMFER (TYP)
SEE P2 METAL RAIL SHOP DRAWING 59 FOR DETAILS.
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL007.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
2'-4"
1'-8"
4•"4"
SECTION A-A
1'-4"
2'-0"
6"
1'-
2"
5•"
2'-0"1•"
2•"
1'-4"
2"
2'-
3•
"11ƒ
"6ƒ
"
3"
6"
1'-
2"
5"
5"
2"
1'-2"
3"
2'-
3•
"V
ARIE
S4ƒ
"
VA
RIE
S
4" 1'-4"
1"
1•
"
1"
5•"
2•"ƒ"
3"
1'-4" 5" 3"
3" 1"
1‚
"
VARIES, SEE PANEL DETAILS
1'-
4"
MA
X
1'-2"
‚"
2‚
"
AJN
RAM
AMK
2'-
0"
2'-4"
B
B
< OPENING
LIGHT POLE, AS REQUIRED
CC
D D
E E
~
A
A
~
TYPICAL ORNAMENTAL RAILING ELEVATION
DETAIL
PILASTER
SEE DETAIL
SEE RAILING
PILASTER DETAIL RAILING DETAIL
1" RADIUS
ƒ"
1" RADIUS 1•
"
1"
ƒ"
ƒ"
PILASTER CAP PLAN DETAILPILASTER BASE DETAIL RAILING BASE DETAIL
RADIUS
ƒ"
RADIUS
1•"
3‚
" ƒ"
2•"
1•"
RADIUS
1•"
RADIUS
ƒ"
3‚
" ƒ"
3"
1•"SECTION C-C
SECTION D-DSECTION E-E
1'-
3"
1'-
4"
3•"3•"
8•
"3ƒ
"3ƒ
"
VARIES
2‚"
4" 4•" 4"
1ƒ
"
CHAMFER
1"
2•
"
1ƒ
"5"
RAILING
ORNAMENTAL
RAILING
ORNAMENTAL
PILASTER
2'-4"
2'-
0"
1'-
2"
5"
5"
RAILING
ORNAMENTAL
PILASTER
2'-4"2" 2"
2"
5"
1'-
2"
5"
5"
RAILING
ORNAMENTAL
2•
"
1•
"
1'-2" 1'-2"
RAILING BASE
PROJECTED
RAILING BASE
PROJECTED
CAP BEAM, TYP
2" CONDUIT2" CONDUIT
1'-8"
1'-
4"
SECTION B-B
CAP BEAM, TYP
•"
•"
‚"
‚"
1" CHAMFER (TYP)
OPEN, (TYP)
BLOCKOUT
DIAMOND SHAPE
RAILING BASE
PROJECTED
ENTABLATURE
NOTES:
HO
LE
3"
WE
EP
1
2 3 23
VARIESVARIESVARIES
1'-8"
1'-1"
1‚
"
ENTABLATURE
3
2
1
AT LIGHT POLE LOCATIONS
REMOVE 1/4" PILASTER CROWN
EN
DS
FO
R
PIL
AS
TE
R
CA
P
2‚
"
BL
OC
KO
UT
AT
RAILIN
G
PILASTER CAP
4 4 4
5" CENTER RAILING THICKNESS.
8•" CENTER RAILING THICKNESS.
AT CENTERLINE OF PILASTER.
4
PILASTER LINES SHALL BE LEVEL.
VERTICAL PILASTER LINES SHALL BE PLUMB AND HORIZONTAL
PILASTER.
BELOW RAILING AS REQUIRED FOR FIT AND ALIGNMENT WITH
LINES OF THE PILASTER CAP. ADJUST 1" NON-SHRINK GROUT BED
OF RAIL PANEL HAND RAIL SHALL MATCH INTO THE HORIZONTAL
LINES MAY FOLLOW GRADES BELOW 0.5%. TOP HORIZONTAL LINES
SHALL BE SYMMETRIC ABOUT THEIR CENTERLINES. VERTICAL
BLOCK OUTS IN THE RAILING SHALL MAINTAIN THEIR SHAPE AND
THE ENTIRE LENGTH OF THE RAILING. 1'-9" DIAMOND SHAPE
ALL VERTICAL RAILING PANEL LINES SHALL BE PLUMB ALONG
RESOURCES REPRESENTITIVE.
THE ENGINEER, IN CONSULTATION WITH THE CULTURAL
RELATIONSHIP BETWEEN INDIVIDUAL PARTS FOR ACCEPTANCE OF
ALL RAIL PANELS AND PILASTERS SHOWING GEOMETRY AND
HISTORIC LANDMARK. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF
REGISTER OF HISTORIC PLACES AND IS A CITY OF MINNEAPOLIS
THE FRANKLIN AVENUE BRIDGE IS LISTED ON THE NATIONAL
(TYP)
1'-1"
2" 2"
43101
AARON J. NELSON, PROFESSIONAL ENGINEER
B152R3
12/08/2015
,ƒ"
MIN
2"
MA
X
6"
6"
ƒ"
MIN
2"
MA
X,
GROUT BED
NON-SHRINK
2" MAX
GROUT BED
NON-SHRINK
2" MAX
GROUT BED
NON-SHRINK
2" MAX
CURED
LOADS UNTIL GROUT BED
VERTICAL PRECAST RAILING
SETTING BLOCK TO SUPPORT
OPEN WEEP HOLE, PROVIDE 1'-
4"
MA
X4'-
2"
MIN
1
AS-BUILT - ORNAMENTAL RAILING DETAILS (1 OF 11)
DRAWING 155 FOR DETAILS.
SEE PRECAST ORNAMENTAL RAILING SHOP
1'-
3"
1'-
9"
3‚
"3‚
"
(TY
P)
1'-
9"
4"
MA
X
OP
ENIN
G
3‚
"
3‚
"
OV
ER
LA
Y
PP
C
OV
ER
LA
Y
PP
C
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL008.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
13'-10‚"
11'-4•"11'-4•"
4'-4•" 1'-9" 4'-4•" 1'-1‚" 4'-4•" 1'-9" 1'-1‚"4'-4•"
1'-5„" 3'-3•" 1'-9" 1'-5„"3'-3•"
5‚"
A AA A
A A
SECTION A-A
5‚"
TYPE 1 TYPE 5
TYPE 3
5‚" 5‚"
NOTES:
< PILASTER < PILASTER < PILASTER < PILASTER
12 SPA. @ 10•" = 10'-6" 12 SPA. @ 10•" = 10'-6"
SECTION C-C
C
C
C
C
C
C
2'-7•"4 SPA. @ 10•" = 3'-6" 4 SPA. @ 10•" = 3'-6" SPACING FOR F501E(TYP)
2-F503E2'-7•"4 SPA. @ 10•" = 3'-6" 4 SPA. @ 10•" = 3'-6"(TYP)
2-F503E SPACING FOR F501E
2'-7•"(TYP)
2-F503E SPACING FOR F501E
= 2'-7•"
3 SPA. @ 10•"
3"3"
6"
2•"2•"
4"4"
2‚
"
6"
6" 4"4"
(TY
P)
2"
CL
R
AJN
RAM
AMK
2 2
3
2 2
3
2 2
3
F502E2-F405E
2-F404E
2-F408E
2-F406E
F502E
F502E2-F409E
2-F407E
= 2'-7•"
3 SPA. @ 10•"
(TYP)
3"
(TYP)
3"
(TYP)
3"
(TYP)
3‚"
(TYP)
3‚"
(TYP)
3‚"
SP
ACIN
G (T
YP)
AN
CH
OR
BO
LT
4
(TYP)
2‚"
(TYP)
3"
(TYP)
2‚"
(TYP)
2‚"
(TYP)
3"
2
1
4
3
8•" CENTER RAILING THICKNESS.
INFORMATION.SEE SHEET B152 FOR ADDITIONAL
TYPICAL END DETAIL B-B
6"
ORNAMENTAL RAILING DETAILS (2 OF 11)
L2 (PRECAST PANEL LENGTH)
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
4
4
VA
RIE
S
2'-
3•
"
4ƒ
"
VARIES
END PANEL
EDGE OF
PILASTER CAP
VA
RIE
S
1'-
8•
"
BOLTS (TYP)ANCHOR •"\
2‚
"
7x7x…-HSS
SEE STEEL POST DETAILSSTEEL POST ASSEMBLY
F503E (TYP)
F501E
4x3x‚-L, (TYP)
OR F409EF405E, F407E
OR F408EF404E, F406E
BOLTS (TYP)
EMBEDDED ANCHOR
EMBEDMENTBOLTS 6" MIN •" \ ANCHOR < PILASTER
< PILASTER
END DETAIL B-B (TYP)
(TYP)BOLTS ANCHOR ƒ"\
(TYP)BOLTS ANCHOR ƒ"\
(TYP)BOLTS ANCHOR ƒ"\
2ƒ
"3"
2ƒ
"
2405.603 "PRECAST CONCRETE ORNAMENTAL RAILING"•"\ AND ƒ"\ ANCHOR BOLTS SHALL BE INCLUDED IN THE COST FOR BID ITEM
ELECTRICAL.AFTER PILASTERS CURE, CONNECT LIGHT POLES AND CONNECT h.
FORM AND CAST PILASTERS.g.
ATTACH LIGHTING PULL BOXES AND CONNECT CONDUIT.f.
ADD BOLTS AS REQUIRED FOR LIGHT POLE BASE PLATE.e.
CONNECT STEEL ANGLES TO THE CONCRETE RAILING AND STEEL POSTS.d.
BOLT STEEL POST TO ANCHORS.c.
AFTER CLOSURE POURS HAVE CURED, SET AND PLUMB PRECAST RAILING.b.
POURS.SET STEEL POST ANCHORAGE AND LIGHTING CONDUIT PRIOR TO CLOSURE a.
ORNAMENTAL RAILING SUGGESTED CONSTRUCTION SEQUENCE:
B153R3
8"
1'-6•"1'-6•"
8"
12'-8•" (PRECAST PANEL LENGTH)6‡"
SEE SHEET B163A FOR STEEL POST DETAILS.
PILASTER AND ARCHITECTURAL LINES IN RAILING CAP SCREENED FOR CLARITY
1'-7‡"1'-7‡"
6‡"
SEE SHEET B163A FOR STEEL POST DETAILS.
PILASTER AND ARCHITECTURAL LINES IN RAILING CAP SCREENED FOR CLARITY
` •" MAX.PILASTER FIT W/ ADJUST FOR GROUT BED.1" NON-SHRINK
(TYP)
L5 L5
L4L4
L3 L3
L1
6‡"
SEE SHEET B163A FOR STEEL POST DETAILS.
PILASTER AND ARCHITECTURAL LINES IN RAILING CAP SCREENED FOR CLARITY
REVISED PER RFI 21
PROVISIONS.LENGTH FOR PAYMENT, SEE SPECIAL
5" CENTER RAILING THICKNESS.
5
1'-10•"13'-4•"
13'-2•"
14'-6‚"
14'-4„"
14'-3†"
1'-0" 1'-5‚" 5
5
5
11" 1'-9•" 1'-4‚"
13'-2" 10ƒ" 1'-9‚" 1'-4"
(TYP)CONNECTION,ANGLERAIL POST
12/15/2015
12'-4"
11'-2‚" (PRECAST PANEL LENGTH)
(TYP)
PILASTER CAP
BLOCKOUT FOR
PILASTER CAPBLOCKOUT FOR
9…"
5‚"
9'-7•" 9…"
5‚"10 SPA. @ 10•" = 8'-9"
(TYP)
PILASTER CAP
BLOCKOUT FOR
(TYP)
3"
1D
1E
1F
7•
"
ORNAMENTAL RAILING DIMENSION TABLE
PANEL TYPE L1
14'-4‚"
L2
13'-2•"
L3 L4 L5
11" 1'-9•" 1'-4‚"1A
1B 14'-6„" 13'-4•" 1'-5‚"
1C 14'-7‚" 13'-5•" 1'-11" 1'-5ƒ"
1'-0"
1'-0•"
1'-10•"
PROJECTION (TYP)
1•"
TYPE 2 TYPE 4
1'-9"3'-6" 3'-6"
PILASTER SCREENED FOR CLARITY PILASTER SCREENED FOR CLARITY
< PILASTER < PILASTER
1'-9"3'-6" 3'-6"
1.
NOTES:
1'-
2"
2'-4"
2'-4"
1'-
2"
R=12'-4"
R=11'-11•"
R=7'-9•"
2'-4"
1'-
2"
1'-
2"
A A B B
SECTION A-A SECTION B-B
< PILASTER < PILASTER
< PILASTER
8•"
1'-
2"
1'-2"
AJN
NTT
INSIDE FACE
R=7'-4•",
R=7'-9•"
R=8'-2"
10 SPA. @ 10 1/2" = 8'-9"10 S
PA. @ 1
0 1/
2" =
8'-9"
F501E
SPACING FOR
C
C
SECTION C-C
C
C
F501E
SPACING FOR
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
F501E
2
(TYP)2-F503E
(TYP)
2‚"
2'-7•"
F502E
9'-7•"
=2'-7•"
3 SPA. @ 10•"
=2'-7•"
3 SPA. @ 10•"
2
2
(TYP)
2‚"
2'-7•"
=2'-7•"
3 SPA. @ 10•"
=2'-7•"
3 SPA. @ 10•"
(TYP)2-F503E
7'-
1"
< PILASTER
R=11'-11•"
R=12'-4"
4"
3
5" (T
YP)
(TYP)
(TYP)
1"
(TYP)
1"
(TYP)
6"
R=7'-0"
R=11'-2"
INSIDE FACE
R=11'-6•"
CURB LINE
R=11'-0"
6"(T
YP)
2
"•7
-'9
INSIDE FACER=7'-4•"
R=7'-0"
(TYP)
6"
(TYP)
(TYP)
6"
(TYP)
(TY
P)
4"
1"
(TYP)
1"
(TYP)
INSIDE FACE
R=11'-6•"
4•"
R=11'-2"
2
4"6"4"
2•" 2•"
4"6"4"
(TYP)
3‚" 3"
(TYP) (TYP)
3‚" 3"
(TYP)
4•"FACE ONLY
INSIDE
FACE ONLY
INSI
DE
F502E
1'-2•"
5
5
5 1'-3ƒ"
2 5
1'-7ƒ"
9'-7•" 2 5
2
1'-3ƒ"
5
5
1'-2•"
2 5
1'-7ƒ"
< PILASTER < PILASTER
5 55
F413E
F411E
F410E F412E
INSIDE FACE OUTSIDE FACE
5
2 5
1'-3ƒ"(TYP)R=11'-4ƒ"
1'-
2•
"
5
(TYP)R=11'-4ƒ"
2 5
1'-3ƒ"
5
1'-
2•
"5
8•"
DFE
4
5
BOLTS (TYP)
ƒ"\ ANCHOR
BOLTS (TYP)
ƒ"\ ANCHOR
ORNAMENTAL RAILING DETAILS (3 OF 11)
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
R=8'-2"
<
DIA
MO
ND OPENIN
GTO
< DI
AMOND OPENI
NG
LINECURB R=6'-10"
LINE
CURB
R=11'-0"
6'-2"
CHANGE
< RADIUS
5
3'-
5•
"
CHANGE
< RADIUS
2"
52
6'-2"
3'-5•"
5
5
<
DIA
MO
ND OPENIN
G
TO
< DIAMOND OPENING
(TYP)RAILING CURVE EMBEDMENT INCURVED FORANCHORS BENT/
53
2'-1"2'-2‚"
3 5
2'-1" 2'-2‚"
7'-
1"
12'-1ƒ" (PRECAST PANEL LENGTH) 12'-1ƒ" (PRECAST PANEL LENGTH)
8/14/2014
10'-2†"
10'-2†"
B154R3
12/03/2015
6‡"
SEE SHEET B153
PILASTER CAP (TYP)
BLOCKOUT FOR
4 1'-9"
6‡"
CURB
EDGE OF
CURB
EDGE OF5
"•7-'9
5
POST DETAILSSEE SHEET B163A FOR STEEL
6‡
"
SEE SHEET B153
(TYP)
PILASTER CAP
BLOCKOUT FOR
6‡"
4 1'-9"
6‡"
CURB
EDGE OF
CURB LINE
R=6'-10"
EDGE OF CURB
POST DETAILSSEE SHEET B163A FOR STEEL
MEASURED ALONG INSIDE FACE
MEASURED RADIAL
LENGTH FOR PAYMENT, SEE SPECIAL PROVISIONS
5" CENTER RAILING THICKNESS
SEE B152 FOR ADDITIONAL INFORMATION.
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL009.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
2'-4"
F412E-OUTSIDE FACE
F410E-INSIDE FACEF412E-OUTSIDE FACE
F410E-INSIDE FACE
F413E-OUTSIDE FACEF411E-INSIDE FACE
F413E-OUTSIDE FACEF411E-INSIDE FACE
DETAILS (TYP)
SEE SHEET B153 FOR
EMBEDDED ANCHOR BOLTS
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL010.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
< PILASTER < PILASTER
SECTION A-A
ORNAMENTAL RAILING DETAILS (4 OF 11)AJN
NTT
TYPE 6
SECTION A-A
R=21'-10ƒ"
R=22'-3ƒ"
R=23'-5ƒ"
R=21'-10ƒ"
R=22'-3ƒ"
R=22'-8‚"
1'-
2"
2"
5"
5"
5"
2"
1'-
2"
5"
15'-2†"15'-2†"
5'-
9…
"
5'-
9…
"
CURB LINE
R=23'-7ƒ"
SECTION B-B
6"
2•"2•"
4"4"
2‚
"
6"
6" 4"4"
F501E
PILASTER SCREENED FOR CLARITY PILASTER SCREENED FOR CLARITY
IN RAILING TOP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
SPACING FOR F501E
F502EF417E - OUTSIDE FACEF415E - INSIDE FACE
(TYP)
3‚"
OUTSIDE FACE
R=23'-1‚",
R=23'-5ƒ"
4
"•1-'31
24
"3-'21
= "
•01
@ .APS
41
"3-'21 = "•01 @ .APS 414
24
< PILASTER
8•
"
(TY
P)
8•
"
)P
YT(
1'-3„"
2 4
1'-3„"
2 4
R=22'-8‚"
CURB LINE
R=23'-7ƒ"
OUTSIDE FACE
R=23'-1‚",
2 4
F414E
INSIDE FACEOUTSIDE FACE
F415E F417E
F416E
4
(TYP)
3"(TYP)
2‚"
24
(TYP)
2‚"
1'-3
„"
2
4
(TYP)
2‚"
1.
NOTES:
2
3
4
13'-1•"
(TYP)
6"
(TYP)
6"
(TYP)
6"
(TYP)
6"ONLY,
(TYP)
4•"
OUTSIDE
FACE
4" (TYP)
(TYP)
1" CHAMFER
FACE ONLY, (TYP)
4•" OUTSIDE
(TYP)
1" CHAMFER
4" (TYP)
(TYP)
1" CHAMFER
2'-4
"
2-F503E (TYP)
5'-3„" 5'-3"1'-9"
F416E - OUTSIDE FACEF414E - INSIDE FACE
6 SPA. @ 10•" = 5'-3"
13'-1•"
1'-3„" 1'-3„"
AMK
(TYP)
1" CHAMFER
DETAILS (TYP)
SEE SHEET B153 FOR
EMBEDDED ANCHOR BOLTS
BOLTS (TYP)
ƒ"\ ANCHOR
2'-7•"
3 4
6 SPA. @ 10•" = 5'-3"
RAILING
CHANGE FOR CENTER
LINE WITH THICKNESS
REINFORCEMENT IN
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
< PILASTER
TO
OPENING
DIAMOND
<
TO
OPENING
DIAMOND
<
2 4 2 4
B155R3
11/24/2015
9"
BEGIN RADIUS
15'-7‡" (PRECAST PANEL LENGTH)
CURB
TOP OF
SHOWN
TYPE 1 PILASTER
SHOWN
TYPE 1 PILASTER
1'-10"1'-10"
1'-3„"
1'-0‡"
< EXPANSION JOINT
< PILASTER
24
2 4 2 4
1'-10"
4
2
MEASURED ALONG OUTSIDE FACE
LENGTH FOR PAYMENT, SEE SPECIAL PROVISIONS
5" CENTER RAILING THICKNESS
INFORMATION.SEE SHEET B152 FOR ADDITIONAL
SEE SHEET B153
PILASTER CAP (TYP)
BLOCKOUT FOR
AA
B
B
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL011.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
TYPE 7< PILASTER < PILASTER
< PILASTER < PILASTER
< PILASTER < PILASTER
TYPE 8
< PILASTER
ORNAMENTAL RAILING DETAILS (5 OF 11)AJN
NTT
TYPE 7
TYPE 13
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
2 2
(TYP)
2‚"
NOTES:
2
3
(TYP)
2‚"
(TYP)
2‚"
2 22
2
3
SECTION A-A
F501E
4"6"4"
2•" 2•"
4"6"4"
F501E
SPACING FOR
33
OR F440E
F418E, F420, F438E
2 2
7'-0"
(TYP)
2-F503E
2-F419E
13'-1•"
5 SPA. @ 10•"=4'-4•" 2'-7•" 5 SPA. @ 10•"=4'-4•"
2-F439E
5'-3" 1'-9"
(TYP)
2-F503E
5'-3"
2-F438E
F502E
2-F418E
F502E (TYP)
F502E
1.
4
15'-9•"
3
44
(TYP)
2-F503E
SHOWN
LIGHTING POST
4
AMK
(TYP)
10•"
(TYP)
10•"
(TYP)
10•"
BOLTS (TYP)
ƒ"\ ANCHOR
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
9„" 9„"
4
TOP OF WALK
TOP OF CURB
TOP OF CURB
BOLTS (TYP)
ƒ"\ ANCHOR TOP OF WALK
TOP OF CURB
(TYP)
DETAILS
FOR
SHEET B153
BOLTS SEE
ANCHOR
EMBEDDED
B156R4
(TOP)
F439E, OR F441E
F419E, F421E
12/15/2015
(TYP)
B153 FOR DETAILS
BOLTS SEE SHEET
EMBEDDED ANCHOR
6‡"
L1
L2 (PRECAST PANEL LENGTH)
L3 L3
L46 SPA. @ 10•" = 5'-3"L4
1'-9" 1'-9"2'-7•"
5
SEE SHEET B153
(TYP)
PILASTER CAP
BLOCKOUT FOR
L1
L2 (PRECAST PANEL LENGTH)
L3 L37'-0"
L46 SPA. @ 10•" = 5'-3"L4
1'-9" 1'-9"2'-7•"L5
1'-9" 1'-9"2'-7•"
L1
L2 (PRECAST PANEL LENGTH)
L3 L37'-0"
14'-7ƒ" (PRECAST PANEL LENGTH)
1'-7†"1'-7†"
REVISED PER RFI 21
SEE SHEET B163 FOR RAIL POST CONNECTION DETAILS
LENGTH FOR PAYMENT SEE SPECIAL PROVISIONS.
5" CENTER RAILING THICKNESS
8•" CENTER RAILING THICKNESS
SEE SHEET B152 FOR ADDITIONAL INFORMATION.
6
6
6
6
JOINT
< EXP
SEE SHEET B163A FOR STEEL POST DETAILS.
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
SEE SHEET B163A FOR STEEL POST DETAILS.
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
(TYP)
3"
(TYP)
3‚"
(TYP)
3"
(TYP)
3"
(TYP)
3‚"
A
A
A
A
A
A
2-F421E (TYP)F501E, (TYP)
L5 L5
5
F501E, (TYP)
6‡" 6‡"
5
5
ORNAMENTAL RAILING DIMENSION TABLE
PANEL TYPE L1 L2 L3 L4 L5
7A
7B
8A
8B
9'-9"
9'-9•"
10'-1ƒ"
9'-10"
TO
9'-10†"
8'-7‚"
8'-7ƒ"
9'-0"
8'-8•"
9†"
9‡"
10‚"
1'-8„"
1'-8…"
1'-8ƒ"
1'-2‡"
1'-3„"
1'-5‚"
1'-3•"
1'-0" 1'-10•"
8C 10'-0•" 8'-11" 1'-4ƒ"11•" 1'-10"
7C 9'-7•" 8'-5ƒ" 8‡" 1'-7…" 1'-2„"
2-F420E (TYP)
L5
L5
(TYP)
3‚"
(TYP)
L5
L46 SPA. @ 10•" = 5'-3"L4
6‡"
1'-2…" 1'-2…"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL012.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
< PILASTER < PILASTER
SECTION A-A SECTION B-B
ORNAMENTAL RAILING DETAILS (6 OF 11)AJN
NTT
TYPE 10A
< PILASTER
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
PILASTER SCREENED FOR CLARITY PILASTER SCREENED FOR CLARITY
F502E
2 2
2
TYP.
3‚"
F429E-OUTSIDE FACEF427E-INSIDE FACE
TYP.
3‚"
INSIDE FACE
R=18'-7„"
(TYP)
(TYP)
(TYP)
2
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
F502E
2
2 2
(TYP)
F428E-OUTSIDE FACE
F426E-INSIDE FACE
(TYP)(TYP)
< PILASTER < PILASTER
(TYP)
12-3"
1"
1"
6•"
2'-4" 2'-4"
1"
1"
R=19'-6†"
R=19'-4†"
OUTSIDE FACE
R=19'-0„",
18'-2†"
R=17'-9†"R=18'-4•"
R=18'-9•"
INSIDE FACE
R=19'-2",
FACE
OUTSIDE
R=19'-7",
5'-
9†
"
13'-9†"
1'-
2"
5"
5"
2"
1'-
2"2
"
4•"
4"
R=20'-1•"
6"
R=19'-11•"
(TYP)R=19'-8ƒ"
ONLY, (TYP)OUTSID
E FACE
(TY
P)
8•
"
"•4
-'11
= "
•01
@ .APS
31
2
(TYP)
R=19'-1‡"
4'-4•" 4'-4•"2'-7•" 1'-6•"
4'-4•" 2'-7•" 4'-4•"1'-5•"
4 SPA. @ 10•"=3'-6" 4 SPA. @ 10•"=3'-6"
12'-3"
6"
ONLY, (TYP)
OUTSIDE FACE
4•"
6"
4"
1'-0‚"
1'-0‚"
2‚"3"3"2‚"
4 SPA. @ 10•"=3'-6"
12'-3"
RAIL AT BRIDAL VEIL RAILS
DETAILS TO CONNECT TO EXISTING
SEE SHEET B162 FOR RAILING
FOR DETAILS
SEE B162,
1'-11ƒ"4 SPA. @ 10•"=3'-6"3'-6"
1'-5•"
F501E F501E
"3-21
1.
NOTES:
2
3
4
5
5
4
5 5
4
3 4
4
4
2
5
22 5
4 4"
•4-'11 = "•01 @ .APS 31
2
5
AMK
TRAVIS F. KONDA, PROFESSIONAL ENGINEER
48851
1'-11ƒ"
14'-5•"(PRECAST PANEL LENGTH) 3 5
4SPACING FOR F501E
< PILASTER < PILASTER
(TYP)
2-F503E
F425E-OUTSIDE FACE
F423E-INSIDE FACE
F424E-OUTSIDE FACE
F422E-INSIDE FACE
DETAILS (TYP)
SEE SHEET B153 FOR
EMBEDDED ANCHOR BOLTS
BOLTS (TYP)
ƒ"\ ANCHOR
4SPACING FOR F501E
2-F503E (TYP)
1'-10ƒ"
< DIAMOND OPENINGTO
< DIAMOND OPENING
< DI
AMOND OPENI
NGTO
< DIA
MOND OPENIN
G
TOP OF CURB
1'-10ƒ"
TOP OF CURB
B157R4
03/09/2016
1'-1‚"
1'-6•"
TYPE 9A
4
1'-1‚"
SEE SHEET B153
(TYP)
PILASTER CAP
BLOCKOUT FOR
1'-1‚"
13'-10†"
1'-1‚"
MEASURED RADIAL
MEASURED ALONG OUTSIDE FACE
LENGTH FOR PAYMENT SEE SPECIAL PROVISIONS
5" CENTER RAILING THICKNESS
INFORMATION.SEE SHEET B152 FOR ADDITIONAL
14'-3•" (PRECAST PANEL LENGTH)
3'-6"
1'-0‚" 1'-0‚"
4
4
(TYP)
8•"
6‡"2
5
SECTION C-C
2'-6‚"
JOINT
< EXP
5'-
9„
"
AA BB
C
C
C
C
< PILASTER
4" 6" 4"
4"6"4"
OUTSIDE FACEINSIDE FACE
2•"2•"F429E
F425E OR
F427E
F423E OR
F428E
F424E ORF426E
F422E OR
6‡"
1'-2"
BEGIN RADIUS
(TYP)
SHOWN
PILASTER
TYPE 1
PILASTER
TYPE 1
PILASTER
TYPE 5
BEGIN RADIUS
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL012A.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
< PILASTER
< PILASTER < PILASTER
SECTION A-A SECTION B-B
ORNAMENTAL RAILING DETAILS (6A OF 11)AJN
NTT
TYPE 10B
< PILASTER
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
PILASTER SCREENED FOR CLARITY PILASTER SCREENED FOR CLARITY
F502E
2 2
2
TYP.
3‚"
F429E-OUTSIDE FACEF427E-INSIDE FACE
TYP.
3‚"
INSIDE FACE
R=18'-7„"
(TYP)
(TYP)
(TYP)
2
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
F502E
2
2 2
(TYP)
F428E-OUTSIDE FACE
F426E-INSIDE FACE
(TYP)(TYP)
< PILASTER < PILASTER
(TYP)
12-3"
1"
1"
6•"
2'-4" 2'-4"
1"
1"
R=19'-6†"
R=19'-4†"
OUTSIDE FACE
R=19'-0„",
18'-2†"
R=17'-9†"R=18'-4•"
R=18'-9•"
INSIDE FACE
R=19'-2",
FACE
OUTSIDE
R=19'-7",
5'-
9†
"
13'-10"
1'-
2"
5"
5"
2"
1'-
2"2
"
4•"
4"
R=20'-1•"
6"
R=19'-11•"
(TYP)R=19'-8ƒ"
ONLY, (TYP)OUTSID
E FACE
(TY
P)
8•
"
"•4
-'11
= "
•01
@ .APS
31
2
(TYP)
R=19'-1‡"
4'-4•" 4'-4•"2'-7•" 1'-6•" 4'-4•" 2'-7•" 4'-4•"
3'-6"4 SPA. @ 10•"=3'-6" 4 SPA. @ 10•"=3'-6"
12'-3"
6"
ONLY, (TYP)
OUTSIDE FACE
4•"
6"
4"
1'-1ƒ"
1'-1ƒ"
2‚"3"3"2‚"
4 SPA. @ 10•"=3'-6"
12'-3"
1'-11ƒ"
8•
"
(TY
P)
4 SPA. @ 10•"=3'-6"3'-6"
F501E F501E
"3-21
1.
NOTES:
2
3
4
5
5
4
5
4
3 4
4
4
2
5
2 52
4 4"
•4-'11 = "•01 @ .APS 31
2
5
AMK
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
1'-11ƒ"
3 5
4SPACING FOR F501E
< PILASTER < PILASTER
(TYP)
2-F503E
F425E-OUTSIDE FACE
F423E-INSIDE FACE
BOLTS (TYP)
ƒ"\ ANCHOR
4SPACING FOR F501E
2-F503E (TYP)
2'-0‚"
< DIAMOND OPENINGTO
< DIAMOND OPENING
< DI
AMOND OPENI
NGTO
< DIA
MOND OPENIN
G
TOP OF CURB
2'-0‚"
TOP OF CURB
B157AR
1'-5ƒ"
BEGIN RADIUS
13'-10†"
1'-1‚"
6‡"
1'-1‚"
MEASURED RADIAL
MEASURED ALONG OUTSIDE FACE
LENGTH FOR PAYMENT SEE SPECIAL PROVISIONS
5" CENTER RAILING THICKNESS
INFORMATION.SEE SHEET B152 FOR ADDITIONAL
DETAILS (TYP)
SEE SHEET B153 FOR
EMBEDDED ANCHOR BOLTS
1'-6•"4
1'-1‚" 1'-1‚"
14'-5•" (PRECAST PANEL LENGTH)
PILASTERTYPE 5
SEE SHEET B153
(TYP)
PILASTER CAP
BLOCKOUT FOR
PILASTERTYPE 1
TYPE 9B
SECTION C-C
1'-7"1'-7"4
4
5'-
10
…"
2 5
1'-1ƒ"1'-1ƒ"
(TYP)PILASTERTYPE 1
14'-6•" (PRECAST PANEL LENGTH)
5
12/15/2015
JOINT< EXP
AA BB
C
C
C
C
F424E-OUTSIDE FACE
F422E-INSIDE FACE
4" 6" 4"
4" 6" 4"
2•"2•"F429E
F425E OR
F427E
F423E OR
INSIDE FACE OUTSIDE FACE
F426E
F422E OR
F428E
F424E OR
9"
BEGIN RADIUS
6‡"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL013.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
TYPE 11 TYPE 12Curve < PILASTER < PILASTER < PILASTER < PILASTER
ORNAMENTAL RAILING DETAILS (7 OF 11)AJN
NTT
TYPE 11 TYPE 12
R=21'-10ƒ"
R=22'-3ƒ"
R=21'-10ƒ"
R=22'-3ƒ"
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
IN RAILING CAP SCREENED FOR CLARITY
PILASTER AND ARCHITECTURAL LINES
SECTION A-A SECTION B-B
PILASTERS ARE SCREENED FOR CLARITY PILASTERS ARE SCREENED FOR CLARITY
1'-4•" 1'-4‚"
5'-3"1'-9"5'-3"
1'-
2"
5"
5"
15'-4†" 15'-4†"
5'-
11"1
'-2"
13'-1•"
(TYP)
2‚"
(TYP)
2‚"
TYP.
3‚"
F432E-OUTSIDE FACE
F430E-INSIDE FACE
2-F502E(TYP)2-F503E
F501E
SPACING FOR 2'-7•"
2
2-F502E
5 SPA. @ 10•"=4'-4•"
2
2
5 SPA. @ 10•"=4'-4•"
2
F501E
SPACING FOR 2'-7•"
F436E-OUTSIDE FACE
F434E-INSIDE FACE
1'-9•"1'-9†"
(TYP)
3‚"
(TYP)
3"
R=22'-8‚", INSIDE FACEINSIDE FACE
R=22'-8‚",
(TYP)
6"
6"
(TYP)
1"
(TYP)
1"
(TYP)
R=23'-7ƒ"
R=23'-5ƒ"
OUTSIDE FACE
R=23'-1‚",
2"
2'-4"
8•
"
(TY
P)
1'-4•"
2‚"(T
YP)
2‚"(T
YP)
< PILASTER< PILASTER
1'-4…"
2
2
13'-1•"
2
ECAF E
DISTUO
GNOLA DERUSAEM
1.
NOTES:
2
3
13'-1•"
(TYP)
4"
(TYP)
4"
2"
1'-4‚"
2
"•1-'31
2
(TY
P)
8•
"
1"
(TYP)
1"
(TYP)
6"
(TYP)
6"
(TYP)
R=23'-7ƒ"
R=23'-5ƒ"
OUTSIDE FACE
R=23'-1‚",
2
2‚"
(TYP)
2‚"
(TYP)
SECTION C-C
F501E
F435E
F431E OR
4"6"4"
2•" 2•"
4"6"4"
"3-'21
= "
•01
@ .APS
41
"3-'21 = "•01 @ .APS 41
F434E
F430E OR
OUTSIDE FACE
INSIDE FACE
F437E
F433E OR
1'-9•"
(TYP)
3"
(TYP)2-F503E
1'-4‚"
4
4
FACE ONLY, (TYP)
4•" OUTSIDE
4
4
4
FACE ONLY, (
TYP)
4•" OUTSID
E
4
4
4
5
4
4
4
2'-2‡"
4 4
2 4 2 4
2'-2ƒ"2'-2ƒ"
1'-4…"
AMK
5315'-10…" (PRECAST PANEL LENGTH)
F437E-OUTSIDE FACEF435E-INSIDE FACE
5 SPA. @ 10•"=4'-4•"
15'-10" (PRECAST PANEL LENTH) 3 5
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
4
< PILASTER
TO
OPENING
DIAMOND
<
TO
OPENING
DIAMOND
<
TOP OF WALK
TOP OF CURB
5 SPA. @ 10•"=4'-4•"
WALK
TOP OF
B158R3
12/15/2015
5'-3"1'-9"5'-3"
2'-3"
1'-9ƒ"
MEASURED RADIAL
MEASURED ALONG OUTSIDE FACE
LENGTH FOR PAYMENT SEE SPECIAL PROVISIONS
5" CENTER RAILING THICKNESS
INFORMATION.SEE B152 FOR ADDITIONAL
5'-
11"
1'-4‚"4
1'-2"
BEGIN RADIUS
F436EF432E OR
1'-11‚" 1'-11„"
2 4 2 4
SEE SHEET B153(TYP)PILASTER CAPBLOCKOUT FOR
JOINT
< EXP
A A BB
C
C C
CF433E-OUTSIDE FACEF431E-INSIDE FACE
DETAILS (TYP)
SEE B153 FOR
EMBEDDED ANCHOR BOLTS TOP OF CURB
ORNAMENTAL RAILING DETAILS (8 OF 11)AJN
NTT
PILASTER ELEVATION
SECTION A-A
SECTION B-B
SECTION C-C
2'-0"
2'-4"
1'-8"
1'-4"
2'-0"2'-4"
2'-4"
2'-
0"
1'-
4"
1'-
0"
5•
"3"
3"
2-F453E E.F. (TYP)
2-F451E (TYP)
2-F450E (TYP)
2-F452E E.F. (TYP)
HSS 7x7x… HSS 7x7x…
3"
2 S
PS.
@ 7‡
"
= 1'-
3ƒ
"
4x4 - W2.9xW2.9 W.W.F.
4x4 - W2.9xW2.9 W.W.F.
L 4x3x‚ (TYP) L 4x3x‚ (TYP)
2-F453E E.F. (TYP)
2-F451E (TYP)
2" CONDUIT
BOX
JUNCTION
•" RELIEF (TYP)
STIR
RU
P
SP
ACIN
G
STIR
RU
P
SP
ACIN
G
2-F452E E.F. (TYP)
2-F450E (TYP)
TYPE 2 STEEL POST SHOWN
1'-
2"
(TY
P)
2"
CL
R
F453E (TYP)
1•" CLR
CL
R
2"
CL
R
2"
1•" CLR
F451E (TYP)
•" RELIEF (TYP)
2'-4"
5"
1'-
2"
5"
2'-
0"
(TYP)
4•" MIN
(TY
P)
3•
"
CL
R
2" CONDUIT
F450E (TYP)
F452E (TYP)
F453E (TYP)
HSS 7x7x…
ST
RU
CT
UR
AL
CO
NC
RE
TE (3
Y46)
ST
RU
CT
UR
AL
CO
NC
RE
TE (3
Y46)
AMK
ALLOW STEEL TUBE TO PASS
AS REQUIRED AT LIGHT POSTS TO
4x4 - W2.9xW2.9 W.W.F. CUT W.W.F.
FOR PULLING CONDUIT
5"x9" HANDHOLE
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
RELIEF
EDGE OF •"
ENTABLATURE DETAILS.
SEE SHEET B152 FOR ADDITIONAL PILASTER AND 3.
641.
GALVANIZE WELDED WIRE FABRIC TO CLASS A PER ASTM
PROVIDE WELDED WIRE FABRIC PER MNDOT SPEC 3303. 2.
CONCRETE (3Y46)".
BID PRICE FOR ITEM NUMBER 2401.501 "STRUCTURAL
COST FOR WELDED WIRE FABRIC SHALL BE INCLUDED IN THE 1.
NOTES:
ON SHEET B163
SEE BASEPLATE DETAILS
TYPE 1 STEEL POST SHOWN, TYPE 2, 3 & 4 SIMILAR
1'-
0"
5•
"3"
2 S
PS.
@ 7‡
"
= 1'-
3ƒ
"
1'-8"
11/24/2015
FRONT VIEW
TYPE 1 STEEL POST SHOWN, TYPE 3 & 4 SIMILAR
B159R
7„"
7„"
AVOID CONNECTION ANGLES AND JUNCTION BOX.
ADJUST F453E AND F451E AS REQUIRED TO
CLR
1•"
CLR
1•"
3„"
3„"
(TYP)
5…"
HSS 7x7x…
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL014.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
AA
BB
C C C C
BB
A A
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL015.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
SECTION B-BSECTION A-A
SECTION C-C
PILASTER ELEVATION - TYPE 5
CONNECTED TO DECK PANEL
DENOTES SIDE OF PILASTER
AJN
NTT
AMK
3"
SEE DECK PANELS
6" MIN. EMBED
†"\ ANCHOR BOLTS
(TYP)
C6x10.5
INTERIOR
3•
"
PILASTER CAP
CLR. (TYP)
1‚" MIN.
•" RELIEF (TYP)
1'-0‚"3ƒ"
CIP PILASTER
4•" 7•"
(PILASTER AND RAILING)
CONNECTED TO STRUCTURE
DENOTES SIDE OF CAP
CLR. (TYP)
2" MIN.
FLANGE (TYP)
PILASTER
2" CURB
2"
CUT AROUND PRECAST RAILING
4x4 - W2.9xW2.9 W.W.F.
W.W.F. (TYP)
4x4 - W2.9xW2.9
(PILASTER AND RAILING)
CAP AND STRUCTURE BELOW
DENOTES ‚" GAP BETWEEN
NOTES:
2"
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
ST
RU
CT
UR
AL
CO
NC
RE
TE (3
Y46)
LEGEND
1'-
2"
PILASTER CAP
CIP PILASTER
ENTABLATURE
PRECAST
CIP PILASTER
CIP PILASTER
C6x10.5 (TYP)C6x10.5 (TYP)
‚" GAP
(TYP)
C6x10.5
PRECAST ENTABLATURE
1'-
2"
1'-
2"
4x4 - W2.9xW2.9 W.W.F.
3"
6"
(TY
P)
4"
MIN.
(TY
P)
3•
"
1'-7"
1'-
6†
"9
…"
EX
P J
T.
SECTION E-E SECTION F-F
SECTION D-D
EX
P J
T.
8„
"3•
"
EX
P J
T.
EX
P J
T.
GAP
‚" MIN.
RAIL
8•" PRECAST
3ƒ"
‚" GAP
RAIL CAP
1'-2" PRECAST
‚" GAP
RAIL CAP
1'-2" PRECAST
5"
RAIL BASE
1'-2" PRECAST
5"
‚" GAP
2†
"
5"
5" 5"
5"
B160R3
12/15/2015
2•" 3"
1'-
8"
1'-
0•
"7•
"
1'-4"
3„
"3„
"
2•
"
< EXP JT.
< RAILING
(TYP)
FLANGE
PILASTER
< RAILING
< EXP JT.
7„
"
GAP
‚"
7"
1•" 2‚"
3"PRECAST PANEL
1'-
2"
7"
2•"1•"
3"
4ƒ
"
2"
1•"
PRECAST PANEL
UHPC (TYP)
4•" EMBEDMENT IN
HEADED STUD
•"\ GALVANIZED
2‚"
‚" GAP
1•"
1•" 2•"
UHPC (TYP)
4•" EMBEDMENT IN
HEADED STUD
•"\ GALVANIZED
< EXP JT.
2"
< RAILING
(TY
P)
4‚
"
MIN.
EP
OX
Y
2"
U-BARS (TYP)
•"\ GALVANIZED
PRECAST DECK PANEL
POUR BACK
CONCRETE
OVERLAY
POUR BACK
CONCRETE POUR BACK
CONCRETE
POUR BACK
CONCRETE
POUR BACK
CONCRETE
CAST PRECAST DECK PANELS.
CONCRETE POUR BACK MATERIAL SHALL BE SAME MATERIAL USED TO 6.
SPEC. 3392 PRIOR TO ENTABULATURE FABRICATION.
•"\ HEADED STUD AND U-BARS SHALL BE GALVANIZED PER MNDOT 5.
SEE SHEET B152 FOR ADDITIONAL PILASTER AND ENTABLATURE DETAILS.4.
GALVANIZE WELDED WIRE FABRIC TO CLASS A PER ASTM 641.
PROVIDE WELDED WIRE FABRIC PER MNDOT SPEC 3303 3.
(3Y46)".
BID PRICE FOR ITEM NUMBER 2401.501 "STRUCTURAL CONCRETE
COST FOR WELDED WIRE FABRIC SHALL BE INCLUDED IN THE 2.
SIGNIFICANT LOADING.
PILASTER FLANGE IS ARCHITECTURAL AND NOT DESIGNED FOR 1.
DECK PANEL
TOP OF
DECK PANEL
TOP OF
THREADED BARS (TYP)
…"\ GALVANIZED
1
11
1
1
AS-BUILT - ORNAMENTAL RAILING DETAILS (9 OF 11)
#3 (E) BARS W/ #3 (E) TIES INSTEAD W.W.F.
#3 (E) BARS EACH WAY INSTEAD W.W.F.
REINFORCING.
REQUEST. SEE SHEET B161A FOR REVISED GEOMETRY AND
MODIFED FOR CONSTRUCTABILITY AT THE CONTRACTOR'S
2
3
2
3
B B
C C
D D
A A
F
E
F
E
‚" GAP
1'-
2"
1'-
2"
2"
< EXP JT
2'-
4"
7„
"
•"
2'-0"
4†
"
‚" GAP
? •x3x0'-7" (TYP)
SECTION B-B
SECTION C-C
RAIL
8•" PRECAST
‚" GAP
5"
5"
CIP PILASTER
PRECAST ENTABLATURE
RAIL
1'-2" PRECAST
1'-
2"
1'-
2"
‚" GAP
‚" GAP
‚" GAP
CIP PILASTER
C6x10.5 (TYP)
C6x10.5 (TYP)
SECTION D-D
EX
P JT.
EX
P JT.
EX
P JT.
SHARED USE PATH
SHARED USE PATH
SECTION B-B
SECTION C-C
RAIL
8•" PRECAST
‚" GAP
5"
5"
CIP PILASTER
3ƒ"
RAIL
1'-2" PRECAST
‚" GAP
1'-
2"
1'-
2"
‚" GAP
‚" GAP
‚" GAP
CIP PILASTER
C6x10.5 (TYP)
C6x10.5 (TYP)
SECTION D-D
6"
3"
SHARED USE PATH
SHARED USE PATH
AJN
RAM
AMK
CLR. (TYP)
1‚" MIN.
•" RELIEF (TYP)CLR. (TYP)
2" MIN.
FLANGE (TYP)
PILASTER
1'-7"
CLR. (TYP)
1‚" MIN.
•" RELIEF (TYP)
1'-0‚"3ƒ"
1'-0‚"3ƒ"
CIP PILASTER
CIP PILASTER
2"
2"
? •x3x0'-7" (TYP)1'-7"
1'-
6†
"9
…"
W.W.F. (TYP)
4x4 - W2.9xW2.9
FLANGE (TYP)
PILASTER
SE OR NW APPROACH PILASTER
4x4 - W2.9xW2.9 W.W.F.
NE OR SW APPROACH PILASTER
ENTABLATURE
PRECAST
2•" 1•"
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
NOTES:
4X4 - W2.9XW2.9 W.W.F.
B161R2
W.W.F. (TYP)
4x4 - W2.9xW2.9
? •x3x0'-7" (TYP)
12/03/2015
1'-4"
1'-4"
< RAILING
3„
"3„
"
(TY
P)
2†
"
1'-
0•
"
7•
"
2•
"
JOINT
< EXP
3ƒ"
SE APPROACH PILASTER SHOWN, NW SIMILAR
(TY
P)
3•
"
(TY
P)
3•
"
2'-0"
SE APPROACH PILASTER SHOWN, NW SIMILAR< RAILING
< RAILING
1'-
0•
"
7•
"
3„
"3„
"
(TY
P)
2†
"
2•
"
NE APPROACH PILASTER SHOWN, SW SIMILAR
NE APPROACH PILASTER SHOWN, SW SIMILAR
2" CURB
< RAILING
JOINT
< EXP
2'-
4"
1'-
8"
1'-
8"
7„
"
(TY
P)
0•
"
(TY
P)
0•
"
7„
"7„
"
2'-0"
4†
"
JOINT
< EXP
7„
"
‚" GAP
JOINT
< EXP
1•"
JOINT
< EXP
2•"
6. FOR PILASTER CAP DETAILS, SEE SHEET B160.
CUTS.
SEE SHEET B160 FOR LOCATION OF SECTION 5.
PILASTER AND ENTABLATURE DETAILS
SEE SHEET B152 FOR ADDITIONAL4.
CLASS A PER ASTM 641.
SPEC 3303. GALVANIZE WELDED WIRE FABRIC TO
PROVIDE WELDED WIRE FABRIC PER MNDOT 3.
2401.501 "STRUCTURAL CONCRETE (3Y46)."
INCLUDED IN THE BID PRICE FOR ITEM NUMBER
COST FOR WELDED WIRE FABRIC SHALL BE 2.
SEE SHEET B160 FOR PILASTER CAP DETAILS1.
1'-
6†
"9
…"
6"
3"
2‚"
2‚"
4†
"
PANEL
APPROACH
PANEL
APPROACH
APPROACH PANEL
CONNECTED TO DECK PANEL OR
DENOTES SIDE OF PILASTER
GALVANIZED
•" \ HEADED STUDS
< EXP JOINT
EX
P JT.
STUDS GALVANIZED
•" \ HEADED
EMBEDMENT
2"
4•"EMBEDMENT TYP
EMBEDMENT
2"
2" CURB
CLR (TYP)
2" MIN
EX
P JT.
2'-
4"
TO W.W.F.
1•"
TO W.W.F.
1•"
POUR BACK
CONCRETE
POUR BACK
CONCRETE
END BLOCK
POUR BACK
CONCRETE
POUR BACK
CONCRETE
END BLOCK
DECK PANEL
TOP OF
DECK PANEL
TOP OF
FOR REVISED GEOMETRY AND REINFORCING.
CONTRACTOR'S REQUEST. SEE SHEET B161A
MODIFIED FOR CONSTRUCTABILITY AT THE 1
1
1
1
1
AS-BUILT - ORNAMENTAL RAILING DETAILS (10 OF 11) SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL016.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
SHEET
Plotted by:mratnaraj Plotted Date:3/27/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL016A.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
1'-
2•
"1'-
2•
"
1'- 8•
"
SECTION B - B
SECTION A - A
6"
1'-6"
FIXED SIDE
SECTION C - C
FIXED SIDE
#3(E) EPOXY REBAR CLOSED LOOP
#3(E) EPOXY REBAR DRILL AND DOWELLEGEND
B161A
B176
B161A
SHEET
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
mratnarajPlotted by: Plotted Date:3/27/2017 Model:SHEET File: pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL016A.dgn
B176
B161A
SHEET
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
mratnarajPlotted by: Plotted Date:3/27/2017 Model:SHEET File: pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL016A.dgn
(PILASTER)
EMBED INTO UNDERLYING CONCRETE
INTO PRECAST PILASTER CAP 4"
DRILL AND EPOXY 3•" EMBED.
…" GALVANIZED THREADED BAR
6ƒ" EMBEDMENT.
DRILL AND EPOXY #3(E) BAR,
6"
BOLT (GR 36 MIN) (TYP)
…"X 4" GALVANIZED
2•
"
2ƒ"
…"x7•" GALVANIZED BOLT
AS-BUILT - ORNAMENTAL RAILING DETAILS (10A OF 11)
PILASTER ELEVATION - TYPE 5
1'-
2"
1'-
1"
3"
3•"8•"
(TYP)
WIRE MESH
WELDED
(TYP)
WIRE MESH
WELDED
(TYP)
WIRE MESH
WELDED
1•" THICK STRUCTURAL FOAM TO STAY IN PLACE
BIT FELT MATERIAL TO STAY IN PLACE
A COPY MADE BY MGR ON 03/06/2017
A A
B B
C C
ORNAMENTAL RAILING DETAILS (11 OF 11)AJN
RAM
AMK
2'-4"
2'-4"
SECTION B-B
SECTION C-C
1'-
4"
ANGLES ON NORTH FACE OF POST NOT REQUIRED
F555E
SP
ACIN
G
FO
R
F354
E
1.
2.
SECTION D-D
N.E. END RAILING ELEVATION
EXPANDED ELEVATION SHOWN
SP
ACIN
G
FO
R
F460
E
SP
ACIN
G
FO
R
F459
E
INTERIOR CORNER
6"
2'-4"
1'-
2"
5"
2" CURB
F354E
•" CORK JOINT
•" RELIEF (TYP)
CONSTRUCTION JOINT
RAILING
EXISTING METAL
JOINT
•" CORK
F354E
F361E
6"
9"
9‡"6•"
RAILIN
G
TO
RE
MAIN
EXIS
TIN
G
BRID
AL
VEIL F
ALLS
1'-
10„
"
6"
3"
11‚
"
CO
NS
TR
UC
TIO
N J
OIN
T
F555E
3"
3"
F558E
3"
3"
6"
3"
3"
F460E
1'-6"
1'-0"
6"
CURB
(TYP)
1•" RAD
3'-
3"
3"
3"
(TYP)
(TY
P)
6"3" 3"
MANUFACTURERGROUT, DEPTH PER DRILL AND ADHESIVE
2-F558E
2-F557E
4 S
PA.
@ 6"
= 2'-
0"
6"
6"
1'-
0"
1'-
0"
1'-
0"
4 S
PA.
@ 6"
= 2'-
0"
SP
ACIN
G
FO
R
F361E
3"
3"
3"
3'-
3"
2'-
9"
1'-0"
1'-8"
1'-8"
3.
4.
GROUT, DEPTH PER
DRILL AND ADHESIVE
MANUFACTURER
119°51'12"
(3Y46)."
ITEM NUMBER 2401.501 "STRUCTURAL CONCRETE
STRUCTURAL CONCRETE (3Y46) AND PAID FOR UNDER
CONCRETE FOR WALL CONNECTION SHALL BE
NUMBER 2401.501 "STRUCTURAL CONCRETE (3Y46)."
AND SHALL BE INCLUDED IN THE COST FOR ITEM
•" CORK JOINT SHALL CONFORM TO MNDOT SPEC 3702
SEE B159 FOR PILASTER REINFORCEMENT.
TO CONSTRUCTION.
ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
1'-
0"
1'-
0"
RAILING TO REMAIN
EXISTING BRIDAL VEIL FALLS , PRESERVE AND PROTECT
NOTES:
11/24/2015
B162R
F459E
F557E
F556E
F556E
3"
3"
3‡"
3‡"
F555E
10•"
3†"
3†"
2-F556E
3„" APPROXIMATE
(TYP)
1 •" RAD
JOINT
•" CORK
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL017.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
BB
CC
D
D
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL018.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
‚
‚
SECTION A-A
5"
3"
1"
3"
1"
1‡" 1„"
SECTION B-B
SECTION C-C
3'-
9„
"
3'-
2‚
"
1‚
"1‚
"
1‚"1‚"
1'-
0"
1'-0"
1‚
"9•
"
1‚"9•"1‚"
1‚
"
1„"
POST AT TYPE 3 & 4 PILASTERPOST AT TYPE 5 PILASTER
‚
DETAIL •"x12"x12" ?
NOTES:
1"
(TYP)
C6x10.5
L3•x2•x‚
†"x1†" SLOTTED HOLE
†"x1‚" SLOTTED HOLE
L4x3x‚
HSS7x7x…
(TYP)
L4x3x‚
(TYP)
C6x10.5HSS7x7x…
(TYP)
L4x3x‚
(TYP)
L4x3x‚HSS7x7x…
HSS7x7x…
L4x3x‚
POST AT TYPE 1 & 2 PILASTER
1'-
8•
"
1'-
5‡
"
< PILASTER
TOP OF DECK PANEL
TOP OF DECK PANEL
1"
3"
1"
1‡" 1„"
5"
3"
DECK PANEL
TOP OF PRECAST
1•"1•" 3•"
7"
2"
3"
2"
OR CHANNEL
STEEL TUBE
FACE OF END OF RAIL PANEL
W/ NUT & WASHERS
•" \ A325 BOLT
RAIL PANEL
EMBEDDED IN PRECAST
•" \ THREADED ROD
< PILASTER
HOLE (TYP)
†"x1‚" - SLOTTED
< SLOTTED HOLE (TYP)
< SLOTTED HOLE (TYP)
< SLOTTED HOLE (TYP)
< SLOTTED HOLE (TYP)
< SLOTTED HOLE (TYP)
< SLOTTED HOLE (TYP)
HOLE (TYP)
†"x1‚" - SLOTTED
‡"x15"x11"?
HOLE (TYP)
•"\ - OVERSIZED
HOLE (TYP)
Ž"\ - OVERSIZED
HOLE
•"\ - WEEP
HOLE
•"\ - WEEP
HOLE
•"\ - WEEP
HOLE
•"\ - WEEP
3" 1•"1•"
1'-
8•
"
(TYP)
SLOTTED HOLE
†"x1†"
SPACING (TYP)
SLOTTED HOLE
< †"x1†"
DETAIL …"x8"x8" ?
8"
8"
4"
4"
6"
6"
4"\ HOLE
4"\ HOLE
4"\ HOLE
AJN
NTT
AMK
DETAIL ‡"x15"x11" ?
1'-3"
5"
6"
11"
3"9"3"
7•"7•"
1•
"
< HSS7x7x…
< PILASTER
HOLE (TYP)
•"\ - OVERSIZED
1•" 1•"
‡"x15"x11" ?HSS7x7x…
2" \ CONDUIT (TYP)
4" \ HOLE
5"
TY
PE 2 - 3'-
9„
"
TY
PE 1 - 3'-
4"
1'-
8•
"1'-
5•
"
CONNECTION, INCIDENTAL
LEVEL ANGLE TO ANGLE
SHIM AS REQUIRED FOR
DECK PANEL (TYP)
< EMBEDDED IN PRECAST
WITH NUT AND WASHER
ƒ"\ THREADED ROD
DECK PANEL (TYP)
< EMBEDDED IN PRECAST
WITH NUT AND WASHER
ƒ"\ THREADED ROD
END DETAIL
SEE ANGLE
†" \ HOLE
•"\ THREADED ROD
NUT AND WASHER FOR
ANGLE END DETAIL
1"
1"
3"
1"
(TYP)
†"\ HOLE
SECTION E-E
3" 1"1"
HOLE (TYP)
SLOTTED
†"x1†"
AARON J. NELSON, PROFESSIONAL ENGINEER
43101B163R3
12/15/2015
RAIL-POST ANGLE CONNECTION
ƒ"x11"x11" ? - TYPE 2
…"x8"x8" ? - TYPE 1
8•
" 5•
"
8•"
11"
11"
DETAIL ƒ"x11"x11" ?
1…
"
ƒ"x11"x11" ?
‚
‚
3…"
1†
"
1…
"
9.
8.
7.
6.
5.
4.
3.
2.
1.
(TYP)
? •"x7"x3•"
‡"x15"x11"? - TYPE 2
•"x12"x12"? - TYPE 1
VIEW D-D
BO
LT
HO
LE
SP
ACIN
G (T
YP)
ANGLES
TYP ALL
6"
4ƒ"TYPE 1
TYPE 2
ANGLES
TYP ALL
TYPE 3
TYPE 4 3•"
6"
HOLE (TYP)
OVERSIZED
Ž"\ -
WEEP HOLE DETAIL
HOLE
•"\ - WEEP
1'-
3•
"
•"
PRECAST DECK PANEL (TYP)
NUT AND WASHER EMBEDDED IN
< ƒ" \ THREADED ROD WITH
DETAILS.
SEE ORNAMENTAL RAILING POST SHOP DRAWING 144 FOR
REQUEST.
MODIFIED FOR CONSTRUCTIBILITY AT THE CONTRACTOR'S
EMBEDDMENT. SEE RFI 34 FOR DETAILS.
DRILL AND INSTALL WITH REDHEAD A7 ADHESIVE, 6†" MINIMUM
PRIOR TO CASTING PILASTER.
ALL 4" \ HOLES AND •"\ WEEP HOLES SHALL BE PLUGGED
THROUGH FOR LIGHTING.
4" \ HOLES SHALL BE PLUGGED AFTER CONDUIT DRAWN
MEASUREMENT FOR WEIGHT WILL BE TAKEN.
WASHER WEIGHT ARE CONSIDERED INCIDENTAL AND NO
ITEM 2402.521 "STRUCTURAL STEEL (3310)". BOLT NUT AND
INCLUDE BOLTS, NUTS AND WASHERS IN THE COST FOR BID
WALLS REQUIRE ANGLES ON ONLY ONE SIDE FOR CONNECTIONS.
STEEL POST AT THE END PILASTERS AT THE END OF THE
4 , SEE SHEET B163A.
FOR HAND HOLE DETAILS FOR POST AT PILASTERS 2 , 3 AND
3394, AFTER FABRICATION.
GALVANIZE ALL OTHER STRUCTURAL STEEL PER Mn/DOT SPEC.
AFTER FABRICATION.
GALVANIZE BOLTS, NUTS, AND WASHERS PER Mn/DOT SPEC. 3392
IN Mn/DOT SPEC. 3361.
STRUCTURAL TUBES PER A.S.T.M. A500, GRADE B AS SPECIFIED
PROVIDE STRUCTURAL STEEL PER Mn/DOT SPEC. 3310. PROVIDE
THEM ACCURATELY AND PLUMB. SEE SPECIAL PROVISIONS.
PROVIDE CORRECT ALIGNMENT FOR ANCHORAGES BY PLACING
AS-BUILT - ORNAMENTAL RAILING STEEL POST DETAILS (1 OF 2)
A A
B B
C C
D
D
E
E
5•"
TYPE 2 , 3 , AND 4 PILASTERS
TYPE 1 PILASTER ONLY
TYPE 1 PILASTER ONLY
(TYP)
•"
TY
PE 1
TY
PE 2 1'-
5•
"
1"
8"
1•
"
6"
4ƒ"
4•"
6"
SEE SHEET B163A FOR PLATE ORIENTATION
TYPE 1, 2 , 3 , AND 4 PILASTERS ONLY
2
2
2
2
3
< PILASTER
4
3
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL019.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
‚
NOTES:
1'-
2„
"
POST AT TYPE 2 PILASTER
POST AT TYPE 3 PILASTER
POST AT TYPE 4 PILASTER
SECTION B-B
1'-
2„
"
‚
(TYP)
4•"
‚
SECTION C-C
5•"x14"x…" ?
SECTION E-E
(TYP)
RAILING ANGLE
JUNCTION BOX
(TYP)
RAILING ANGLEJUNCTION BOX
(TYP)
RAILING ANGLE
JUNCTION BOX
1'-
2‚
"
1'-
2"
(TYP)
R= 1‚"
11•
"
…" ?
AJN
PRE
AMK
AARON J. NELSON, PROFESSIONAL ENGINEER
43101
EAST FACE POST AT TYPE 3 PILASTER
BOX
JUNCTION
HOLE
•"\ - WEEP
HSS7x7x…
HOLE
•"\ - WEEP
< PILASTER
HOLE
•"\ - WEEP
< PILASTER
HSS7x7x…
HOLE
•"\ - WEEP
‡"x15"x11"?
< PILASTER
HSS7x7x…
HOLE
•"\ - WEEP
TOP OF DECK PANEL
COST OF THE JUNCTION BOX.
STRENGTH, INCIDENTAL TO
5000 PSI ADHESIVE SHEAR
WITH ADHESIVE. MINIMUM
BOND JUNCTION BOX TO HSS
NUTS AND WASHERS (TYP)
†"\ A325 BOLT WITH
NUTS AND WASHERS (TYP)
†"\ A325 BOLT WITH NUTS AND WASHERS (TYP)
†"\ A325 BOLT WITH
COST OF THE JUNCTION BOX.
STRENGTH, INCIDENTAL TO
5000 PSI ADHESIVE SHEAR
WITH ADHESIVE. MINIMUM
BOND JUNCTION BOX TO HSS
COST OF THE JUNCTION BOX.
STRENGTH, INCIDENTAL TO
5000 PSI ADHESIVE SHEAR
WITH ADHESIVE. MINIMUM
BOND JUNCTION BOX TO HSS
•"\ - WEEP HOLE
12/15/2015
5•"
1‚" 3" 1‚"
1‚
"1‚
"
SEE DETAIL
1•"\ HOLES,
(TYP)
Œ"\ HOLE
INCLUDES 4-•"\ BOLTS W/ WASHERS
5"
SEE DETAIL
1•"\ HOLES,
3•" 1ƒ"1ƒ"
1•
"1•
"1•
"
1•"\ CONDUIT HOLE DETAIL
(TYP)
1•"\ HOLE
HSS7x7x…
JUNCTION BOX
10"X4•"X4"
‚
(TYP)
L4x3x‚
ƒ"x11"x11" <
SEE DETAIL
1•"\ HOLES,
SEE DETAIL
1•"\ HOLES,
3" 2"2"
9"
1‚
"
(TYP)
BOLT W/ WASHER
HOLE FOR •"
TAPPED •"\
ƒ"x11"x11" <
‚
(TYP)
L4x3x‚
‡"x15"x11"?
WEST FACE POST AT TYPE 4 PILASTER
1‚
"9"
2" 2"3"
SEE DETAIL
1•"\ HOLES,
ON HSS.
ADHERING JUNCTION BOX
JUNCTION BOX PRIOR TO
1•" HOLES IN HSS AND
CONTRACTOR TO LINEUP
JUNCTION BOX
ON HSS.
ADHERING JUNCTION BOX
JUNCTION BOX PRIOR TO
1•" HOLES IN HSS AND
CONTRACTOR TO LINEUP
JUNCTION BOX
SEE DETAIL
1•"\ HOLES,
3"2" 2"
1‚
"9"
JUNCTION BOX5"
ON HSS.
ADHERING JUNCTION BOX
JUNCTION BOX PRIOR TO
1•" HOLES IN HSS AND
CONTRACTOR TO LINEUP
JUNCTION BOX
‡"x15"x11"?
VIEW A-A
SEE DETAIL
1•"\ HOLES,
‚
ƒ"x11"x11" <
DECK PANEL
TOP OF
DECK PANEL
TOP OF
B163AR3
11ƒ
"
1‚"
1'-
1"
SEE DETAIL
1•"\ HOLES,
1‚"
1'-
1"
BOX
JUNCTION
1‚"
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
1'-
2„
"
4•"
< PILASTER < PILASTER
< PILASTER
L4x3x‚ (TYP)
(TYP)
6"< ANCHORAGE< ANCHORAGE
HOLES FOR CONDUIT SUPPORT PRIOR TO GALVANIZING
SEE LIGHTING DETAILS FOR INTERIOR CONDUIT SUPPORT. DRILL REQUIRED
CAULK AROUND 5•"X14"X…" ? AFTER BOLTING TO TUBE FOR TIGHT SEAL.
OF PILASTERS.
ADHESIVE BOND AT JUNCTION BOX MUST BE CURED PRIOR TO CONSTRUCTION
CONSIDERED INCIDENTAL AND NO MEASUREMENT FOR WEIGHT WILL BE TAKEN.
2402.521 "STRUCTURAL STEEL (3310)". BOLT, NUT, AND WASHER WEIGHT ARE
INCLUDE BOLTS, NUTS AND WASHERS IN THE COST FOR BID ITEM NUMBER
QUANTITY OF NUTS AND WASHERS WITH LIGHTPOLE MANUFACTURER.
VERIFY LENGTH OF †" A325 BOLT WITH LIGHT POLE MANUFACTURER. VERIFY
SEAL PLATE AT HANDHOLE PRIOR TO CONSTRUCTION OF PILASTER.
FOR ADDITIONAL POST DETAILS, SEE SHEET B163.
FABRICATION.
GALVANIZE ALL OTHER STRUCTURAL STEEL PER Mn/DOT SPEC. 3394, AFTER
FABRICATION.
GALVANIZE BOLTS, NUTS, AND WASHERS PER Mn/DOT SPEC. 3392 AFTER
TUBES PER A.S.T.M. A500, GRADE B AS SPECIFIED IN Mn/DOT SPEC. 3361.
PROVIDE STRUCTURAL STEEL PER Mn/DOT SPEC. 3310. PROVIDE STRUCTURAL
AND PLUMB. SEE SPECIAL PROVISIONS.
PROVIDE CORRECT ALIGNMENT FOR ANCHORAGES BY PLACING THEM ACCURATELY
AS-BUILT - ORNAMENTAL RAILING STEEL POST DETAILS (2 OF 2)
< ANCHORAGE
A
A
B B
C
EE
(TYP.)
R=1•"
(TYP.)
R=1•"
BOTTOM OF •" PILASTER RELIEF
PILASTER RELIEF
BOTTOM OF •"
FOR CLARITY
PLATE NOT SHOWN
HANDHOLE - COVER
5"x9" TEMPORARY
FOR CLARITY
PLATE NOT SHOWN
HANDHOLE - COVER
5"x9" TEMPORARY
(TYP.)
R=1•"
FOR CLARITY
PLATE NOT SHOWN
HANDHOLE - COVER
5"x9" TEMPORARY
HANDHOLE COVER
TEMPORARY
5•""x14"x…" ?
PILASTER RELIEF
BOTTOM OF •"
ON BACK FACE
HANDHOLE COVER
TEMPORARY
5•""x14"x…" ?
HANDHOLE COVER
TEMPORARY
5•""x14"x…" ?
C
ANGLES
TYP ALL
ANGLES
TYP ALL
TYP ALL ANGLES
(TYP)
BOLT W/ WASHER
HOLE FOR •"
TAPPED •"\
(TYP)
BOLT W/ WASHER
HOLE FOR •"
TAPPED •"\
(TYP)
W/ WASHER
•"\ BOLT
„"
1'-
2‚
"
11ƒ
"
W/ WASHER (TYP)
•"\ BOLT
1'-
2‚
"
5"
1'-
1"
„"
3•" 7•"7•"
1" 1"
5"6"
1" 1"
1"1"
6"5"3•"
„"
11
1
SEE RFI 34 FOR DETAILS.
ADHESIVE, 6†" MIN. EMBEDMENT.
NUT WITH RODHEAD A7
THREADED ROD W/WASHER AND
DRILL AND INSTALL ƒ" \
1
SHEET
Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL018B.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
NOTES:
RAIL-POST ANGLE CONNECTION
PLAN SHEET.
LOCATIONS WHERE THE BOLTS WERE PLACED HIGHER THAN THE
PANELS TO ADDRESS MISPLACED EMBEDDED BOLTS AND THE
COMBINATION OF SHIMS AND LOOSE CLIPS WERE USED ON 55
†"x1‚" SLOTTED HOLE
END DETAIL
SEE ANGLE
†" \ HOLEW/ NUT & WASHERS
•" \ A325 BOLT
L3•x2•x‚
L4x3x‚
•"\ THREADED ROD
NUT AND WASHER FOR
RAIL PANEL
EMBEDDED IN PRECAST
•" \ THREADED ROD
1„"
SECTION F-F
HOLE (TYP)
SLOTTED
†"x1†"
2"
3"
ANGLE END DETAIL
3"
(TYP)
†"\ HOLE
†" x 1†" SLOTTED HOLEL4x3x‚
•"\ THREADED ROD
NUT AND WASHER FOR
1„"
W/ NUT & WASHERS
•" \ A325 BOLT
END DETAIL
SEE ANGLE
†" \ HOLE
L3•x2•x‚
RAIL PANEL
EMBEDDED IN PRECAST
•" \ THREADED ROD
• OR ‚"x2 •"x5" SHIM
1"
3"
1"
1‚"
2•"
†" \ HOLE (TYP)
TYPICAL ‚" OR •" THICK SHIM
AS-BUILT - ORNAMENTAL RAILING STEEL POST DETAILS (2A OF 2)
B163B
1
1
F
F
TYPE 1, 2 , 3 , AND 4 PILASTERS ONLY
3…"
2"
2‚
"
1"
1" 1"
1"
1"
1"
†" x 1†" SLOTTED HOLE
FACE OF STEEL TUBE OR CHANNEL END OF RAIL PANEL
†" x 1†" SLOTTED HOLE
1…
"
1 „
"
1"
FACE OF STEEL TUBE OR CHANNEL3…"
END OF RAIL PANEL
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL020.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
AJN
AMK
MARK
BARLENGTHNO SHAPE LOCATION
INTERIOR RAILING
BILL OF REINFORCEMENT
MARK
BARLENGTHNO SHAPE LOCATION
F544E
F405E
F404E
F503E
F502E
F501E
2
2
2
4
2
10
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 2
BILL OF REINFORCEMENT
F544E
F413E
F412E
F411E
F410E
F503E
F502E
F501E
STR
STR
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 3
BILL OF REINFORCEMENT
F544E
F409E
F408E
F503E
F502E
F501E
2
2
2
4
2
8
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 4
BILL OF REINFORCEMENT
F544E
F413E
F412E
F411E
F410E
F503E
F502E
F501E
2
1
1
1
1
4
2
8
STR
STR
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 5
BILL OF REINFORCEMENT
F544E
F407E
F406E
F503E
F502E
F501E
2
2
2
4
2
10
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 6
BILL OF REINFORCEMENT
F544E
F417E
F416E
F415E
F414E
F503E
F502E
F501E
2
1
1
1
1
4
2
14
STR
STR
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 7
BILL OF REINFORCEMENT
F544E
F419E
F418E
F503E
F502E
F501E
2
2
2
4
2
5
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 8
BILL OF REINFORCEMENT
F544E
F421E
F420E
F503E
F502E
F501E
2
2
2
4
2
5
STR
STR
STR
BENT
BENT
BENT
MARK
BARLENGTHNO SHAPE LOCATION
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 10
BILL OF REINFORCEMENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 11
BILL OF REINFORCEMENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 12
BILL OF REINFORCEMENT
MARK
BARLENGTHNO SHAPE LOCATION
ORNAMENTAL RAILING TYPE 13
BILL OF REINFORCEMENT
PARAPET AND RAILING BAR LIST AND QUANTITIES (1 OF 2)
NTT
ORNAMENTAL RAILING TYPE 1
BILL OF REINFORCEMENT
130 SETS REQUIRED)
(130 PANELS,
4 SETS REQUIRED)
(4 PANELS,
2
1
1
1
1
4
2
8
4 SETS REQUIRED)
(4 PANELS,
1'-5"
9'-8"
10'-10"
4'-7 1/2"
4'-11"
4'-7 1/2"
4 SETS REQUIRED)
(4 PANELS,
1'-5"
11'-0"
12'-4"
10'-6"
11'-8"
4'-7 1/2"
4'-11"
4'-7 1/2"
2 SETS REQUIRED)
(2 PANELS,
1'-5"
11'-1"
12'-4"
4'-7 1/2"
4'-11"
4'-7 1/2"
2 SETS REQUIRED)
(2 PANELS,
4 SETS REQUIRED)
(4 PANELS,
4 SETS REQUIRED)
(4 PANELS,
2 SETS REQUIRED)
(2 PANELS,
1 SET REQUIRED)
(1 PANEL,
1 SET REQUIRED)
(1 PANEL,
3 SET REQUIRED)
(3 PANEL,
41308
BILL OF REINFORCEMENT ORNAMENTAL RAILING TYPE 9
* 2 PANELS, 2 SETS REQUIRED
*
DANIEL F. ENSER, PROFESSIONAL ENGINEER
R727E
R526E
R525E
R524E
R523E
R522E
R521E
R520E
R519E
R518E
R517E
R516E
R515E
R514E
R513E
R512E
R511E
R510E
R509E
R508E
R507E
R506E
R505E
R504E
R503E
R502E
R501E
2
636
192
96
8
2
2
8
8
2
2
8
16
2
2
8
32
2
2
8
8
8
2
SER OF
4
12
40
2248
2257
BENT
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
BENT
BENT
BENT
BENT
BENT
BENT
BENT
DOWEL BARS IN DECK
HORIZ, OUTSIDE TOP
HORIZ, OUTSIDE BOT
HORIZ, INSIDE TOP
HORIZ, INSIDE BOT
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZONTAL, TOP
HORIZONTAL, BASE
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZONTAL, TOP
HORIZONTAL, BASE
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZONTAL, TOP
HORIZONTAL, BASE
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZONTAL, TOP
HORIZONTAL, BASE
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZ, OUTSIDE TOP
HORIZ, OUTSIDE BOT
HORIZ, INSIDE TOP
HORIZ, INSIDE BOT
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZONTAL, TOP
HORIZONTAL, BASE
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZ, OUTSIDE TOP
HORIZ, OUTSIDE BOT
HORIZ, INSIDE TOP
HORIZ, INSIDE BOT
PANEL ENDS
VERTICAL
VERTICAL
B164R4
1'-5"
11'-8"
12'-10"
4'-7 1/2"
4'-11"
4'-7 1/2"
1'-5"
11'-0"
12'-4"
10'-6"
11'-8"
4'-7 1/2"
4'-11"
4'-7 1/2"
1'-5"
7'-1"
8'-3"
4'-7 1/2"
4'-11"
4'-7 1/2"
1'-5"
7'-2"
8'-4"
4'-7 1/2"
4'-11"
4'-7 1/2"
05/23/2016
1'-5"
14'-2"
15'-4"
13'-10"
14'-9"
4'-7 1/2"
4'-11"
4'-7 1/2"
08/14/2014
6'-6"
8'-2"
6'-5 3/4"
9'-6 1/4"
11'-7"
8'-8 1/2"
9'-5 1/2"
10'-5"
11'-6"
8'-8"
9'-5"
9'-9"
11'-6"
10'-7"
11'-4"
11'-8"
13'-6"
8'-5"
9'-2"
9'-7"
3'-3"
5'-11"
6'-9"
TO
6'-5"
6'-11"
3'-9"
4'-11"
6'-4 1/2"
END RAIL GUARD ATTACHMENT
FOR 14'-2 1/2" OR LARGER PANELS
FOR 11.5' TO 11.83' PANELS
FOR 10' PANELS
LONGITUDINAL, SE
SE, END TOP
SE, END MIDDLE
SE, END
LONGITUDINAL, NE
NE, END TOP
NE, END MIDDLE
NE, END
LONGITUDINAL, SW
SW, END TOP
SW, END MIDDLE
SW, END
LONGITUDINAL, NW & S.W.
NW, END TOP
NW, END MIDDLE
NW, END
STIRRUP
STIRRUP
STIRRUP
STIRRUP
STIRRUP AT JOINT
STIRRUP
PLACED IN DECK
F544E
F425E
F424E
F423E
F422E
F503E
F502E
F501E
STR
STR
STR
STR
STR
BENT
BENT
BENT
F544E
F429E
F428E
F427E
F426E
F503E
F502E
F501E
STR
STR
STR
STR
STR
BENT
BENT
BENT
F544E
F433E
F432E
F431E
F430E
F503E
F502E
F501E
2
1
1
1
1
4
2
12
STR
STR
STR
STR
STR
BENT
BENT
BENT
2
1
1
1
1
4
2
12
STR
STR
STR
STR
STR
BENT
BENT
BENT
F544E
F439E
F438E
F503E
F502E
F501E
2
2
2
4
2
12
STR
STR
STR
BENT
BENT
BENT
2
1
1
1
1
4
2
11
1'-5"
13'-0"
14'-2"
12'-7"
13'-9"
4'-7 1/2"
4'-11"
4'-7 1/2"
2
1
1
1
1
4
2
11
1'-5"
12'-8"
13'-11"
12'-4"
13'-7"
4'-7 1/2"
4'-11"
4'-7 1/2"
1'-5"
14'-4"
15'-6"
14'-0"
15'-2"
4'-7 1/2"
4'-11"
4'-7 1/2"
F544E
F437E
F436E
F435E
F434E
F503E
F502E
F501E
1'-5"
14'-4"
15'-6"
14'-0"
15'-2"
4'-7 1/2"
4'-11"
4'-7 1/2"
DOWEL BARS IN DECK
HORIZ, OUTSIDE TOP
HORIZ, OUTSIDE BOT
HORIZ, INSIDE TOP
HORIZ, INSIDE BOT
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZ, OUTSIDE TOP
HORIZ, OUTSIDE BOT
HORIZ, INSIDE TOP
HORIZ, INSIDE BOT
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZ, OUTSIDE TOP
HORIZ, OUTSIDE BOT
HORIZ, INSIDE TOP
HORIZ, INSIDE BOT
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZ, OUTSIDE TOP
HORIZ, OUTSIDE BOT
HORIZ, INSIDE TOP
HORIZ, INSIDE BOT
PANEL ENDS
VERTICAL
VERTICAL
DOWEL BARS IN DECK
HORIZONTAL, TOP
HORIZONTAL, BASE
PANEL ENDS
VERTICAL
VERTICAL
1'-5"
13'-1"
14'-3"
4'-7 1/2"
4'-11"
4'-7 1/2"
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_RAL021.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
AJN
AMK
MARK
BARLENGTHNO SHAPE LOCATION
ITEM UNITTOTAL
QUANTITY
SUMMARY OF QUANTITIES FOR ORNAMENTAL RAILING
PARAPET AND RAILING BAR LIST AND QUANTITIES (2 OF 2)
NTT
BRIDAL VEIL FALLS CONNECTION
BILL OF REINFORCEMENT
F361E
F460E
F459E
F558E
F557E
F556E
F555E
F354E
5
3
3
2
2
2
1
5
BENT
BENT
BENT
STR
STR
STR
STR
BENT
STIRRUP, CORNER
STIRRUP DOWEL
STIRRUP DOWEL
VERTICAL DOWEL
VERTICAL DOWEL
VERT. DOWEL, CORNER
VERTICAL
STIRRUP
ANCHORAGES TYPE 3
ANCHORAGES TYPE 1
PRECAST CONCRETE ORNAMENTAL RAILING
PRECAST TYPE MODIFIED P-2 (TL-2) RAILING CONCRETE (3Y46)
STRUCTURAL TUBE RAILING DESIGN T-1
STRUCTURAL STEEL (3361)
STRUCTURAL STEEL (3310)
REINFORCEMENT BARS (EPOXY COATED)
TYPE MOD P-2 (TL-2) RAILING CONCRETE
STRUCTURAL CONCRETE (3Y46)
EA
EA
LF
LF
LF
LBS
LBS
LBS
LF
CY 67
1454
45,097
6110
17,005
2235
764
2117
6
12
1
41
2
3
5
NOTES:
1
2
3
4
5
10"
2'-
11•
"
F501E
10"
F502E
10"
1'-4ƒ"
10"
10•"
1'-1"
F460E
F459E
F451E
F450E
F503E
2'-
11•
"
1'-
5"
11"
8"
1'-
2"
5"1'-
8•
"
F354E
12
5.7
1'-4"
F361E
1'-6"
6•"
1
3
1'-
4"
R504
E
R503
E
R502
E
2'-
3"
9"
R501E
5•
"
8"
"-SER" INDICATES A SERIES BAR.
INCLUDES 11,130 LBS REINFORCEMENT BARS (EPOXY COATED).
INCLUDES CAST-IN-PLACE INTERIOR PARAPETS.
INCLUDES HSS SHAPES.
INCLUDES PLATES, SHAPES AND ANGLES.
INCLUDES PILASTERS AND BRIDAL VEIL FALLS CONNECTION.
2'-
4"
R505
E-S
ER
2'-3"
2'-10"
2'-10"
3'-7"
3'-4"
3'-1"
2'-5"
4'-3"
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
MARK
BARLENGTHNO SHAPE LOCATION
153 SETS REQUIRED)
(153 PILASTERS WITH BARS, BILL OF REINFORCEMENT-PILASTER
6.R727E
3'-0"
6"R
2'-
1"
TO
1'-
10"
R506
E
B165R4
05/23/2016
3'-
3"
1'-
10•
"
1'-
11•
"
08/14/2014
8"
1'-2" R507E
1427
22212205
6997
2122
8850
44,985
1440
47,552
47,078
47,374
F453E
F452E
F451E
F450E
3'-6 3/4"
0'-9"
2'-8"
4'-2 1/2"
STR
STR
BENT
BENT
VERTICAL
VERTICAL, AT BASE
STIRRUP
STIRRUP, AT PANELS
4
4
6
4
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_EXP001.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
FP
4" MAX7•"7•"
‚
EL A
DEVICE
TOP OF EXP
SEE BAR-ROD DETAIL
DETAILS SYMM ABOUT < JOINT
TYP
TYP‚GLAND
CHAMFER
5"
3"
1ƒ
"
•"
•"
•"
„"
SECTION A-A
EXPANSION DEVICE
DETAIL B
C
C
TOP WELD
SECTION C-C
1
1
MIN
1"
BENT STUD DETAILBAR ROD DETAIL
3"`
3"`
1•" MIN RADIUS
PLAN VIEW @ EXPANSION DEVICE
STUD DETAIL
SEE BENT
PARAPET FACE
B
B
A A
MA
X
•"
CURB LINE CURB LINE
CURB LINE
1'-0" TYP
CLOSE COMPLETELY
TO ALLOW …" PLATE TO
ANCHORAGE IN CONCRETE
POSITION PLATE AND BOLT AND ƒ" DIA x 4" BOLT
2" LONG HEX COUPLING NUT
…" PLATE
DETAIL A
EDGE OF PLATE
1" 3" 3"
NOTES:
LOCATION STATION
A B C D
31.0 14.3 13.0 0.0
JOINT ELEVATION TABLE
36.0 24.3 23.0 0.0
EL B
EL C
FIELD FIT AND WELD
CROWN BREAK/STAGE LINE
WELD TO EXPANSION DEVICE.
IN NON TRAFFIC AREAS.
STUD @ 1'-3" MAX SPACING
•" DIA x 6" LONG BENT
WORKING LINE
< ROADWAY
WORKING LINE OFFSET (FT)
WORKING LINE OFFSET (FT)
LOCATION STATION
JOINT OPENING [IN] TABLE
TEMPERATURE
-30°F 45°F 65°F 90°F 120°F
20+29.45
18+55.65
15+64.19
14+49.35
11+57.90
9+82.37
1.851
3.807
3.300
3.314
3.821
1.857
1.574
2.183
2.076
2.079
2.186
1.575
1.50
1.75
1.75
1.75
1.75
1.50
1.407
1.209
1.342
1.338
1.205
1.406
1.296
0.560
0.853
0.844
0.551
1.293
ALL STATIONS ARE TAKEN AT WORKING LINE
SC DENOTES SPANDREL COLUMN
ALL STATIONS ARE TAKEN AT WORKING LINE
SC DENOTES SPANDREL COLUMN
TYP
1'-2" BLOCKOUT
(TYP)
OVERLAY
(TYP)
TOP OF DECK
NOT SHOWN
DECK REINFORCEMENT
WELD
FIELD
(TYP)
DECK
1ƒ" @ 65°F AT SPANDRELS
1•" @ 65°F AT APPROACHES
JOINT OPENING
PARAPET FACE
CROWN
4" MAX7•"7•"
ANCHORAGE SPG
4" MAX
DEVICE
TOP OF EXP
CURB LINEWORKING LINE
< ROADWAY
7•"
SECTION B-B - ALONG < JOINT - @ EAST APPROACH
CB
FP
10"
10ƒ
"
ƒ"
SEE JOINT OPENING TABLE
JOINT OPENING
•"x3"x8" ?
OR EQUAL 9
•" BIT. FELT
2 EL D
DETAIL B
DETAIL B
SECTION B-B - ALONG < JOINT - TYPICAL
MAX SPACING
1'-3" 7
7
ANCHORAGE SPACING
4" MAX
SPACING
1'-3" MAX
SPACING
1'-3" MAX
2
2
US
E
PA
TH
SH
AR
ED
RO
AD
WA
Y
TYP
BLOCKOUT
SIDEWALK DETAILS
TRANSITION TO
SIDEWALK DETAILS
TRANSITION TO
SIDEWALK DETAILS
TRANSITION TO
SIDEWALK DETAILS
TRANSITION TO
DD
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
(EXPANSION JOINT DETAILS 2 OF 2).
FOR THE LOCATION OF DETAIL A AND FOR SECTION D-D, SEE SHEET B167
DETAILS AND DECK DETAILS).
FOR DECK REINFORCEMENT DETAILS, SEE SHEETS B125 TO B140 (DECK PANEL
FOR EXPANSION JOINT LOCATIONS, SEE SHEETS B119 TO B122 (DECK PLAN).
SECURED TOGETHER IS PROHIBITED.
USE THE LARGEST SINGLE PIECE POSSIBLE. USE OF SMALL PIECES OF SCRAPS
PLACE BAR-ROD NORMAL TO JOINT.
DIMENSIONS ARE ALONG CENTERLINE OF JOINT.
CENTERLINE OF JOINT.
LENGTH OF PAYMENT FOR DEVICE IS FROM OUT TO OUT OF EXTRUSION ALONG
BEARING LUBRICANT PER MnDOT APPROVED PRODUCTS LIST TO SCREW THREADS.
CAP SCREWS SHALL BE COUNTERSUNK ˆ" BELOW TOP OF PLATE. APPLY BRIDGE
ƒ" DIA FLATHEAD CAP SCREW WITH •" SQUARE OR HEX SOCKET PER SPEC. 3391.
EXPANSION DEVICE SHALL BE STRAIGHTENED TO A TOLERANCE OF „" IN 10 FT.
STRUCTURAL STEEL SHALL COMPLY WITH SPEC. 3306 OR SPEC. 3309.
REPAIR AFTER WELDING AS PER SPEC. 2471.3L.
AND AT STAGED CONSTRUCTION LIMITS. JOINTS SHALL BE CLOSE FIT AND WELDED.
JOINTS IN EXTRUSION SHALL BE LOCATED AT BREAKS IN TRANSVERSE PROFILE
FASTENERS AS PER SPEC. 3392.
GALVANIZE STRUCTURAL STEEL AFTER FABRICATION AS PER SPEC. 3394. GALVANIZE
41308
DANIEL F. ENSER, PROFESSIONAL ENGINEER
2 2
2
18+55.65 822.45 822.68 822.71 823.17
33.8 16.8 15.5 0.0
WORKING LINE OFFSET (FT)
WEST APPROACH
9+80.06 822.10
15+64.19
14+49.35
11+57.90
831.04
831.19
824.92
831.37
831.52
825.25
831.40
831.55
825.28
831.66
831.81
825.54
1'-3" MAX SPA 1'-3" MAX SPA7•"7•"1'-3" MAX SPA 1'-3" MAX SPA7•"7•"
1'-3" MAX SPA7•"7•" 7•"
E
N/A
N/A
SC 3-9
SC 3-5
SC 2-3
SC 4-4
EAST APPROACH
SC 4-4
SC 3-9
SC 3-5
SC 2-3
WEST APPROACH
THREADS. 5
PRODUCTS LIST TO SCREW
MnDOT APPROVED
BEARING LUBRICANT PER
SOCKET. APPLY BRIDGE
•" SQUARE OR HEX
CAP SCREW WITH
ƒ" DIA x 1•" FLATHEAD
F G
9+81.31
9+81.40
9+82.41
9+81.47
9+81.40
9+80.48
- - -
--
--
--
---
---
---
-
-
-
-
-
-
822.44
822.48
822.78
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
---
822.47
822.44
822.08
N/A N/A
N/A N/A
CURB LINE
OFFSET 25.4'
STA 20+32.07
EL 817.07 2
11/24/2015
B166R
15.5 16.8 33.8
CAP BEAM)
(W APPROACH
EL C, E
CAP BEAM)
F (W APPROACH
EL B,
CAP BEAM)
G (W APPROACH
EL A,
OR †" DIA x 1'-3" LONG RODS
Œ" SQ x 1'-3" LONG BARS
OFFSET 36.0'
STA 20+33.45
EL 816.81
OFFSET 24.3'
STA 20+32.13
EL 816.52 OFFSET 23.0'
STA 20+31.97
EL 816.55
OFFSET 0.0'
STA 20+29.37
2 EL 817.09
OFFSET 24.0'
STA 20+31.92
EL 816.54 OFFSET 37.4'
STA 20+33.35
EL 816.79
AS-BUILT - EXPANSION JOINT DETAILS (1 OF 2)
1 SEE EXPANSION JOINT SHOP DRAWING 57 FOR DETAILS.
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_EXP002.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
FP
FP
CB
EXPANSION JOINT DETAILS (2 OF 2)
NOTES:
3‚
"2" 5‚
"
4•
"
2"
30°
60°
1" MIN
CURB LINE6"
ƒ" INSIDE BEND RADIUSTO PERMIT GLAND PLACEMENT
BLOCK OUT CONCRETE
BOLT (TYP)
NUT AND ƒ" DIA x 4"
2" LONG HEX COUPLING
TOP OF DEVICE
‚
‰
BOLT (TYP)
NUT AND ƒ" DIA x 4"
2" LONG HEX COUPLING
STUD DETAIL
SEE BENT
1'-
0"
7"
4"
1"
CURB LINE
1" MIN1" MIN
1'-
0"
4"
7"
D
D
SECTION THROUGH BARRIER AND CURB
CONCRETE CURB TYPE P-2 PARAPET
GLAND INSTALLATION
AREA AS SHOWN FOR
BLOCK OUT FLARED
‚" BEVEL
CAP SCREW. SEE DETAIL A.
DIA x 4" BOLT. DO NOT TIGHTEN DOWN
2" LONG HEX COUPLING NUT AND ƒ"
10"
2"
AND ƒ" DIA x 4" BOLT
2" LONG HEX COUPLING NUT
TOP OF DECK
1"
CL
R
INSIDE ELEVATION OF CONCRETE CURB
CAP SCREW. SEE DETAIL A.
DIA x 4" BOLT. DO NOT TIGHTEN DOWN
2" LONG HEX COUPLING NUT AND ƒ"
‚" BEVEL
1"
CL
R
10"
2"
TOP OF BRUSH CURB
TOP OF DECK
AND ƒ" DIA x 4" BOLT
2" LONG HEX COUPLING NUT
•"
GA
P
ELEVATION OF TYPE P-2 PARAPET
1•"2"3"
HEAD CAP SCREW (TYP)
< ƒ" DIA x 1" FLAT
TOP OF DECK
„"
(TYP)
COUPLING NUT
2" LONG HEX
ƒ" DIA x 4" BOLT
SEE DETAIL C
PATTERN COVER PLATE
…" x 1'-•" RAISED
SECTION D-D
1•" 1"
„"
(MA
X)
•"
DETAIL C
OVERLAY
TOP OF
1ƒ" @ 65°F AT SPANDRELS
1•" @ 65°F AT APPROACHES
1ƒ" @ 65°F AT SPANDRELS
1•" @ 65°F AT APPROACHES
1ƒ" @ 65°F AT SPANDRELS
1•" @ 65°F AT APPROACHES
JOINT OPENING
1ƒ" @ 65°F AT SPANDRELS
1•" @ 65°F AT APPROACHES
JOINT OPENING
1ƒ" @ 65°F AT SPANDRELS
1•" @ 65°F AT APPROACHES
TOP OF OVERLAY
GLAND INSTALLATION
AS SHOWN FOR
BLOCK OUT AREA
TY
P
10ƒ
"
BL
OC
KO
UT
TYP
1'-2" BLOCKOUT
OVERLAY (TYP)
JOINT OPENING
DECK
TOP OF
PATTERN COVER PLATE
…" x 1'-•" RAISED
1ƒ" @ 65°F AT SPANDRELS
1•" @ 65°F AT APPROACHES
JOINT OPENING
JOINT OPENING
JOINT OPENING
SECTION THROUGH SIDEWALK
6"
SPACING
1'-3" MAX
STUD DETAIL
SEE BENT
1"`
BOLT AND FLAT HEAD CAP SCREW
1'-3" MAX SPG2" 5"
3"
1"
6"
1•
12
1" MIN
CURB LINE
FLARED AREA
BLOCKED OUT
30°
ƒ" RADIUS
TOP OF OVERLAY
3.
2.
1.
BEARING LUBRICANT TO SCREW THREADS 3
•" SQUARE OR HEX SOCKET. APPLY BRIDGE
< ƒ" DIA x 1" FLATHEAD CAP SCREW WITH
SCREW THREADS 3
APPLY BRIDGE BEARING LUBRICANT TO
WITH •" SQUARE OR HEX SOCKET.
ƒ" DIA x 1•" FLATHEAD CAP SCREW
1" DIA x 6" LONG SLOTTED HOLE FOR
•" BIT. FELT OR EQUAL2
MAX
•"
MAX
•"
2
UNDER FREE END OF PLATE
•" BIT. FELT OR EQUAL
2
UNDER FREE END OF PLATE
•" BIT. FELT OR EQUAL
FACE AND TOP OF CURB
BE RECESSED ‚" BELOW
…"x1'-2"x2'-2" ? TO
BEARING LUBRICANT TO SCREW THREADS
•" SQUARE OR HEX SOCKET. APPLY BRIDGE
< ƒ" DIA x 1" FLATHEAD CAP SCREW WITH
3SCREW THREADS
APPLY BRIDGE BEARING LUBRICANT TO
WITH •" SQUARE OR HEX SOCKET.
ƒ" DIA x 1•" FLATHEAD CAP SCREW
1" DIA x 6" LONG SLOTTED HOLE FOR
3
•" BIT. FELT OR EQUAL2
OR EQUAL
•" BIT. FELT
2
UNDER FREE END OF PLATE
•" BIT. FELT OR EQUAL
2
(ƒ" INSIDE BEND RADIUS) (TYP)
‚" BELOW FACE OF BARRIER
BRUSH CURB TO BE RECESSED
…"x1'-0"x2'-2" ? WITH
DOWNHILL
DANIEL F. ENSER, PROFESSIONAL ENGINEER
41308
LIST TO SCREW THREADS.
BEARING LUBRICANT PER MnDOT APPROVED PRODUCTS
COUNTERSUNK ˆ" BELOW TOP OF PLATE. APPLY BRIDGE
HEX SOCKET PER SPEC.3391. CAP SCREWS SHALL BE
ƒ" DIA FLATHEAD CAP SCREW WITH •" SQUARE OR
PROHIBITED.
SMALL PIECES OF SCRAPS SECURED TOGETHER IS
USE NO MORE THAN 3 PIECES. USE OF
B166 (EXPANSION JOINT DETAILS 1 OF 2).
OPENING TABLE, AND BENT STUD DETAIL, SEE SHEET
FOR EXPANSION JOINT NOTES, DETAIL A, JOINT
BELOW FACE OF CURB
TO BE RECESSED ‚"
…"x6…"x2'-2" ?
1‡"
12/03/2015
B167R2
FACE AND TOP OF CURB
BE RECESSED ‚" BELOW
…"x6…"x2'-2" ? TO
PILASTER
1"
KLA
ST
A 19
+34.0
0
ST
A 19
+39.0
0
SECTION A-A
SECTION B-B
MINIMUM SLOPE ON ALL DRAIN PIPES 1:4 (V:H)
1
2
1
2
2
NOTES:
KAREN L. ALLEN, PROFESSIONAL ENGINEER
16119
PLATE FOR 12" PIPE.
AT MINIMUM, USE QUANTITIES LISTED ON STD
RIP RAP CLASS II PER MNDOT STD PLATE 3133.
RAM/SJL
NOTES:
+ -
19
SP
AN
DR
EL 4-1
SP
AN
DR
EL 3-13
RAILING
ORNAMENTAL
RAILING
ORNAMENTAL
3
3
A
A
B B
B
B
TYP
FLOOR DRAIN,
TYPE P-2 MOD
CONCRETE PARAPET
TYPE P-2 MOD
CONCRETE PARAPET
AJN
ITEM UNITTOTAL
QUANTITY
BRIDGE DRAINAGE SYSTEM
SUMMARY OF QUANTITIES FOR
FOR ADDITIONAL INFORMATION.
SEE BRIDGE DRAINAGE SHEETS B169 AND B170
TYP
8/15/2016
B168R2
PIPE
DRAIN
8" \
3
WORKMANSHIP AND FABRICATION PER MNDOT SPEC. 2471.
AND WATERTIGHT OVERALL SYSTEM.
FOR THIS APPLICATION TO ACHIEVE A DURABLE, LOW MAINTENANCE
CONNECTIONS OR FITTINGS SHALL BE THE INDUSTRY STANDARD
THE PLAN, SEE SPECIAL PROVISONS. UNLESS OTHERWISE NOTED,
CONSTRUCTED OF FIBERGLASS PIPE OF THE DIAMETER SHOWN ON
UNLESS NOTED OTHERWISE, ENTIRE DRAINAGE SYSTEM SHALL BE
BY THE ENGINEER.
OPEN AREA AND BE SUBMITTED FOR REVIEW AND ACCEPTANCE
ALTERNATE SCUPPER DESIGN MUST HAVE EQUAL OR GREATER FREE
GROUND.
GROUND. CAP WITH METAL PLATE. BACKFILL AND RESTORE EXISTING
MANHOLE STRUCTURE WITHIN AT LEAST ONE FOOT BELOW EXISTING
PIPES PRIOR TO FILLING. REMOVE CASTING, AND REMOVE
MANHOLE WITH GRANULAR MATERIAL. PLUG INLET AND OUTLET
ABANDON EXISTING MANHOLE AT PIER ONE, FILL THE EXISTING
FUNCTIONAL UNTIL THE REMOVAL OF THE DECK.
DRAINAGE ELEMENTS SHALL REMAIN INPLACE AND
PART OF "REMOVE CONCRETE BRIDGE DECK".
SUPPORT BRACKETS ON PIERS 1, 2, 3 AND 4. REMOVAL PAID AS
REMOVE EXISTING ABOVE GROUND DRAINAGE PIPES, SCUPPERS, AND
6.
5.
4.
3.
2.
1.
ELEVATIONS ARE DIFFERENT THAN PREDICTED.
FINAL PROFILE GRADE. SHIMS MAY BE REQUIRED IF ACTUAL CAMBERS AND
ALL ELEVATIONS AND PIPE OFFSET DIMENSIONS ARE BASED ON THEORETICAL
DRAWINGS.
INCLUDING, BUT NOT LIMITED TO, ALL ITEMS DETAILED ON DRAINAGE DETAIL
SHOP DRAWINGS SHALL SHOW COMPLETE DETAILS OF DRAINAGE SYSTEM
CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR ACCEPTANCE.
CASTING ARE CORRECT PER THESE PLANS.
DECK PANEL CONCRETE PLACEMENT SUCH THAT THE FINAL POSITION AND GRADE OF THE
THE DECK DRAIN UNIT SHALL BE ADEQUATELY BRACED AND SUPPORTED DURING PRECAST
COATING.
ACCEPTED BY THE ENGINEER AND SHALL MATCH THE COLOR OF THE CONCRETE
INCIDENTAL TO "BRIDGE DRAINAGE SYSTEM" LUMP SUM. PAINT COLOR SHALL BE
HANGERS TO BE PAINTED IN ACCORDANCE WITH THE MNDOT STANDARD SPEC 2478
SPACERS TO BE ACCEPTED BY ENGINEER.
PIPE CLAMPS SHALL FIT TIGHT AROUND DRAIN PIPE, PROVIDE SPACER AS REQUIRED.
BRACKET AND HANGERS PER MNDOT SPEC. 3392.
GALVANIZE BOLTS, NUTS, WASHERS, RODS, AND INSERTS FOR PIPE
12.
11.
10.
9.
8.
7.
45°
DRAIN PIPE
8" \
8"\ DRAIN PIPE (TYP)
PIPE
6"\ DRAIN
LATERAL
8"x8"x6"
BUSHING
W/ CLEANOUT
8" 45° LATERAL
AS-BUILT - BRIDGE DRAINAGE LAYOUT
1
MADE UNDER THE LUMP SUM ITEM "DRAINAGE SYSTEM BRIDGE DECK".
TO BE ALL INCLUSIVE OF REQUIREMENTS OF THE DRAINAGE SYSTEM. PAYMENT WILL BE
APPROXIMATE QUANTITES PROVIDED ARE FOR INFORMATION ONLY AND ARE NOT INTENDED
EACH 4
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
LIN. FT.
LIN. FT.
EACH
EACH
EACH
EACH 4
2
2
2
4
16
4
4
2
8
2
194
86
8
2
8" 45°ELBOW
FOR DETAILS.
SEE PIER 4 DRAINAGE SYSTEM SHOP DRAWING 179
8" \ DRAIN Y (8" MAINLINE AND 6" LATERAL)
W/ CLEANOUT BUSHING
8" \ DRAIN Y (8" MAINLINE AND 8" LATERAL)
6" \ DRAIN 135° ELBOW W/ CLEANOUT
W/ CLEANOUT BUSHING
8" \ DRAIN Y (8" MAINLINE AND 6" LATERAL)
6" \ DRAIN 75° OFFSET TEE
6" \ DRAIN 75° ELBOW W/ CLEANOUT
8" - 14" \ DRAIN CONCENTRIC COLLECTOR
HANGER TYPE III (SIZE VARIES)
HANGER TYPE II (SIZE VARIES)
HANGER TYPE I-B (SIZE VARIES)
HANGER TYPE I-A (SIZE VARIES)
6" \ DRAIN FLANGE
8" \ DRAIN 45° ELBOW
8" \ DRAIN PIPE
6" \ DRAIN PIPE
FLOOR DRAIN ASSEMBLY
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/30/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS001.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
19+50
< PIER 4
1'-9‚"5'-0"
WP-L3'-
0"
8'-2„"
3'-
0"
WP-E
WP-S
5'-0"
76'-4"
70'-
0‚
"
25'-0"
13'-
0"
13'-
0"
LINE
BRIDGE AND WORKING
< FRANKLIN AVE.
ARCH RIB
< UPSTREAM
BELOW, TYP
COLUMN
SPANDREL
EXISTING
EXISTING PIER
OPENING
PIEREXISTING
GROUNDEXISTING
ARCH RIB
< DOWNSTREAMBELOW, TYP
ARCH RIB
EXISTING
(OUTSIDE ONLY)HANGER TYPE I-B
(INSIDE ONLY)HANGER TYPE III
TYPE IIHANGER
HA
NG
ER
TY
PE III
@ 10'-
0"
MA
X
SP
ACIN
G
HA
NG
ER
TY
PE III
@ 10'-
0"
MA
X
SP
ACIN
G
COLLECTOR14" CONCENTRIC
COLLECTOR14" CONCENTRIC
COLLECTOR14" CONCENTRIC
TYPHANGER TYPE III
TYPHANGER TYPE I-A
TYPHANGER TYPE II
COLLECTOR, TYP14" CONCENTRIC
SYMM. ABOUT << DRAINAGE & SUPPORT
3
3
3
3
3
3
3
3
3
(NOT SHOWN) TYPHANGER TYPE I-B
6"\ DRAIN PIPE
8"x8"x6" LATERAL
8"\ DRAIN PIPE
8"x8"x6" LATERAL
W/ CLEANOUT6" 75° ELBOW
W/ CLEANOUT6" 135° ELBOW
CLEANOUT6" 75° ELBOW W/
CLEANOUT 6" 135° ELBOW W/
CLEANOUT BUSHING8"X8"X6" LATERAL W/ 8"
6" 75° OFFSET TEE
3
CLEANOUT BUSHING45° LATERAL WITHCLEANOUT BUSHING45° LATERAL WITH
PIPEDRAIN6"\
PIPEDRAIN6"\
2
RAM
NOTES:
BA
TOP VIEW
A
SECTION A-A
6" LENGTH (TYP.)
‡" \ WELDED STUD
SET AT A 45° ANGLE
ALL SLOTS ARE TO BE
TOP VIEW
B
HEAD SCREW
FOR † \ FLAT
AND COUNTERSINK
DRILL •" \ HOLE
BELOW
SEE NOTES
ARROW MARK
PERMANENTBRACKET DETAIL
SECTION B-B
1•
"
1•
" ƒ"
BOTTOM OF SLAB
FRONT VIEW
TOP OF SLAB•"
DETAIL
SEE BRACKET
…" ?
1•
"
TS10x6x‚
(TYP.)
…" RADIUS
GALVANIZING
AND TAPPED AFTER
MAY BE DRILLED
†" \ CAP SCREW.
DRILL AND TAP FOR
(TYP.)
STUD " LENGTH
‡" \ WELDED
B169
BRIDGE DRAINAGE DETAILS (1 OF 2)
AJN
8.
7.
6.
5.
4.
3.
2.
1.
SJL
43101
AARON J. NELSON, PROFESSIONAL ENGINEER
AS REQUIRED TO DRAIN
PANEL AND/OR OVERLAY
SLOPE PRECAST DECK
GRATE OPENING AREA IS 106 SQ. IN.
MATERIAL ON THIS DETAIL SHALL BE INCLUDED IN SCUPPER ASSEMBLY.
INSTALL GRATE WITH ARROW ON CURB SIDE AND IN DIRECTION OF FLOW.
GALVANIZE HARDWARE PER Mn/DOT SPEC. 3392.
Mn/DOT SPEC. 3394.
BLAST CLEAN FLOOR DRAIN AND GRATE AFTER FABRICATION. GALVANIZE, EXCEPT CAST IRON, PER
WORKMANSHIP AND FABRICATION PER Mn/DOT SPEC. 2471.
CAST IRON GRATE, PER Mn/DOT SPEC. 3321, CLASS 35B, MAY BE USED AS AN ALTERNATE.
FABRICATE GRATE USING AUTOMATICALLY CONTROLLED CUTTING TORCH.
ALL STEEL PLATES PER Mn/DOT SPEC. 3306. CAST IRON MAY BE USED AS AN ALTERNATE.
‚
GRATE
‚
‚
‚
‚
‚
TYP
‚TYP
FLOOR DRAIN
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SYS002.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
1'-6"
1•
"
1'-
5"
1'-
6"
3"
3"
…"
1'-3ƒ" EXACT
MIN.
1‚
"
1'-3ƒ" EXACT
1'-5"
(TYP.)
2ƒ"`
(TYP.)
†"
1‚" 1"
ƒ"
1•"2 SIDES
‚" CHAMFER
3"
6"2" 1"
4"`
3"
1'-6"
4"4"
7‚
"
2 S
PA.
@ 6"
= 1'-
0"
TY
P
(TY
P.)
3"
RAM
HANGER TYPE II
HANGER TYPE III
A
A
SECTION A-A
SECTION B-B
BB
CONCENTRIC COLLECTOR DETAIL
HANGER TYPE I-A
HANGER TYPE I-B
PIER
ANCHOR
ƒ" CONCRETEL3x3x‚
PIPE CLAMP
SPACER
PIPE CLAMP
(NORTH POSITION)
L3x3x‚ANCHOR
ƒ" CONCRETE
L3x3x‚
PER PLANS)
MATERIAL
(SIZE AND
DOWNSPOUT
(TYP)
THREADED ROD
(TYP.)
THREADED ROD
THREADED ROD
SPACER
DECK
(4" MIN. EMBED)
CONCRETE INSERT
(4" MIN. EMBED)
CONCRETE INSERT
DECK
CLEVIS PIPE HANGER
THREADED ROD
THREADED ROD
INSERT
ƒ" CONCRETE
CLEVIS PIPE HANGER
SPACED AT 10' O.C. MAX.
HANGER TYPE III
& WASHERS, TYP
ƒ" \ NUTS, BOLTS,
(TYP)
L3x3x‚ BELOW
CAP BEAM
NOTES:
2.
1.
STEEL.
AND CONCRETE INSERTS SHALL BE GALVANIZED
PIPE SUPPORTS, STEEL STRUTS, HARDWARE,
OF 10'-0" O.C.
THE PIPE AND AT MAXIMUM INTERVAL
WITHIN 5'-0" OF EACH END OF
PIPE SUPPORTS SHALL BE PLACED
SIZE VARIES
DRAIN PIPE
ANCHORS (TYP.)
DRILL AND GROUT
ANCHORS (TYP.)
DRILL AND GROUT
L3x3x‚
L3x3x‚
INSERT
ƒ" CONCRETE
SIZE VARIES
DRAIN PIPE
AS SHOWN IN PLANS
ANGLE TO BE VERTICAL
CLAMP
PIPE SUPPORT
PIPE HANGER DIMENSION TABLE
PIPE DIAMETERDIAMETER
MIN. ROD/BOLT
SPACING
MIN. HANGER
SERVICE LOAD
MIN. SAFE
WIDTH
CLAMP/STRAP
MIN.
8"
6"
2"
2"
ƒ"
ƒ"
2500 LBS
2500 LBS
10'
10'
COLLECTOR
14" CONCENTRIC
SJL
AJN41308
DOWNSPOUT PIPE CLAMP HANGER
CONNECTION TO DOWNSPOUT
DANIEL F. ENSER, PROFESSIONAL ENGINEER
MIRROR FOR SOUTH COLUMN HANGER
HANGER ON NORTH COLUMN SHOWN,
CAP BEAM OR PIER
CAP BEAM OR PIER
SIZE PER PLAN
DRAIN PIPE,
SIZE PER PLAN
DRAIN PIPE,
8" \ DRAIN PIPE
B170R
08/15/2016
DEBRIS FROM ENTERING
COLLECTOR TO PREVENT
AROUND CONCENTRIC
BOOT, COVER OR SPLASH GUARD
PROTECTIVE
PLACE FLEXIBLE
AS-BUILT - BRIDGE DRAINAGE DETAILS (2 OF 2)
DRAWING 135 FOR DETAILS.
SEE BRIDGE DRAINAGE HANGER SYSTEM SHOP
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS003.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
2'-9" MAX.
90°
45°
45°
MIN.
1'-
3"
1'-2"
6"
IN
SE
RT
6"
45°
135°
1
AJN
NOTES:
PLAN SECTION A-A
A A
2'-3•"
2'-2"
2'-•"
1'-11"
1'-11•"
EQUAL SPACING
12-‡"\ STUDS @
6" LENGTH, TYP
‡"\ STUD
STANDARD MANHOLE CASTING
DFE
NTT
MANHOLE DETAILS
9"
7"
43101
AARON J. NELSON, PROFESSIONAL ENGINEER
B171R
10/08/2014
COVER SHALL BE LOCKABLE WITH TAMPERPROOF BOLTS THAT ARE RECESSED.
MANHOLE COVER SHALL BE RATED FOR A WHEEL LOAD CAPACITY OF AT LEAST 16,000 POUNDS.
CASTING TO PROJECT BELOW BRIDGE DECK TO ACT AS A DRIP CATCH.
FOR MANHOLE COVER DETAILS, SEE STANDARD PLATE NO. WATR-2000A-R2, STANDARD MANHOLE.
GALVANIZE HARDWARE PER Mn/DOT SPEC. 3392.
Mn/DOT SPEC. 3394.
BLAST CLEAN MANHOLE CASTING AFTER FABRICATION. GALVANIZE, EXCEPT CAST IRON, PER
WORKMANSHIP AND FABRICATION PER Mn/DOT SPEC. 2471.
ALL STEEL PLATES PER Mn/DOT SPEC. 3306. CAST IRON MAY BE USED AS AN ALTERNATE.
8.
7.
6.
5.
4.
3.
2.
1.
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS004.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
ITEM UNIT QUANTITY
DPS
AJN
WORKING LINE
< BRIDGE
WATER MAIN
< EXISTING
ARCH RIB
< UPSTREAM
ARCH RIB
< DOWNSTREAM
CAP BEAM
PRECAST
WATERMAIN SUPPORT DETAILS (1 OF 2)
TYPICAL SECTION
FOR WATERMAIN
TEMPORARY SUPPORT
BRACING
EXISTING LATERAL
SECTION A-A
CAP & PIER CAP BEAMS
TYP AT ALL SPANDREL
< PRECAST CAP BEAM,
1…" \ HANGER ROD, (TYP)
48" \ WATERMAIN
EXISTING 15" CHANNEL
HANGER SYSTEM ELEVATION
(TYP)5
(TYP)5
(TYP)5
L6x6x1" BRACKETS
< ANCHORS FOR
CAP BEAM
BOTTOM OF PRECAST
1…" \ HANGER ROD, (TYP)
(TYP)5
LOOKING UPSTATION
WATER MAIN HANGER SYSTEM
SUMMARY OF QUANTITIES6
AMK
ANGELA M. KINGSLEY, PROFESSIONAL ENGINEER
47097
ROD (TYP)
1…" \
ABUTMENT
WEST
SUPPORTT-BEAMEXISTING
(TYP)BRACKET6X6X1
8 - 11"X7‚" PLATES
NOTES:
? 1'-4‚"X11"Xƒ"
? 11"X7‚"Xƒ"
L5X3•X‹" (3'-2" LONG)
L5X3•X7/16" (9" LONG)
L6X4X•" (1'-4" LONG)
HANGER ROD (ƒ" DIAMETER)
L6X6X1" (1'-2" LONG)
1…" DIAMETER RODS
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
HANGER SYSTEM
ABUTMENT
EAST
SPAN 1 HANGER SYSTEM
(SPAN 5 SIMILAR)
(TYP SPANS 2-4)PER CAP BEAM
8 - 11"X7‚" PLATES HANGER SYSTEM
SPANDREL CAP BEAM
WATERMAIN HANGER SYSTEM
SUPPORT FOR DOUBLE CHANNEL STABILITY.
PRIOR TO REMOVAL OF EXISTING PLATE, PROVIDE TEMPORARY LATERAL
NO NEW PLATES REQUIRED, EXISTING PLATES AND BOLTS TO REMAIN.
1'-4‚"X11" PLATE SEE B173 FOR DETAILS.
11"X7‚" PLATES - SEE SHEET B173 FOR DETAILS.
BE DRILLED IN EXISTING PLANKS AND HANGERS THREAD THROUGH.
ENGINEER. TO REINSTALL HANGER RODS, 1•" DIAMETER HOLES SHALL
PLANKS IS NOT ALLOWED WITHOUT PRIOR ACCEPTANCE OF THE
BY PULLING THE HANGER THROUGH THE HOLE PROVIDED. CUTTING OF
SHALL REMOVE HANGERS FROM EXISTING WATERMAIN WALKWAY PLANKS
PRESERVE AND PROTECT WATERMAIN WALKWAY PLANKS. CONTRACTOR
HANGER SYSTEM". TABLE IS FOR CONTRACTOR CONVENIENCE ONLY.
ALL MATERIALS LISTED ABOVE ARE TO BE INCLUDED IN "WATERMAIN
DOUBLE NUTS.
3394. AFTER FABRICATION.
AS PER SPEC. 3392. GALVANIZED ALL OTHER STEEL AS PER SPEC.
GALVANIZED BOLTS, NUTS, WASHERS, RODS, INSERTS AND ANCHOR BOLTS
MATERIAL AS PER SPEC. 3324, GRADE 35018. TAP AFTER GALVANIZED.
CONCRETE INSERTS SHALL BE APPROVED TYPE MALLEABLE IRON.
STEEL SHAPES AND PLATES SHALL COMPLY WITH SPEC. 3306.
RODS SHALL COMPLY WITH SPEC. 3313, TYPE 1.
11
10
9
8
7.
6
5
4.
3.
2.
1.
B172R
7/14/2015
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS007.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
A
A 18'-6" 18'-6"
6'-6"
1'-
9"
8"7'-8"8"
SHEET B173
BRACING DETAILS
SEE LATERAL
SHEET B173
SEE BRACKET DETAIL
SHEET B173
ASSEMBLY DETAIL
SEE HANGER
4 - 1'-4•"X11" PLATES
88 10 9
10 8 10 1010
8
216
2
2
2
2
146
146
PIER 1 HANGER SYSTEM
(PIER 4 SIMILAR)
PIER 2 HANGER SYSTEM
(PIER 3 SIMILAR)
10
SECTION A-A
A
AL6x6x1
L6x6x1
…" STIFFENER
TYP
…" STIFFENER
ƒ" CLIP
NOTES:
DPS
AJNB173
BRACKET DETAIL
FOR 1…" \ ROD
< 1‹" \ HOLE
ANCHOR
FOR 1„" \
< 1‰" \ HOLE
FOR 1…" \ ROD
< 1‹" \ HOLE
LATERAL BRACING DETAILS
PLAN - HANGER
HANGER
PLAN - SPANDREL
SPANDREL
PLAN - PIER WALL
PIER WALL
EXISTING C10
EXISTING ST 9
EXISTING L6x4x•
ST 9 ST 9
L6x4x•
EXISTING
EXISTING W10
< WATERMAIN
< WATERMAIN
‡" \ H.S. BOLTS
1" \ ROD1" \ ROD
2
BOLTS
‡" \ H.S.
LONGITUDINAL RESTRAINT SECTION B-B
2'-6"
CAP BEAM SPANDREL 3-7
2 - L6x34x• 1'-4" LONG
2 - L5x3•x‹ 3'-2" LONG
2 - L5x3•x‹ 9" LONG
4"4"
4"
ANCHOR BOLTS
4 - ƒ" \
EXISTING CLEVIS
TOP OF WATERMAIN
TOP OF WATERMAIN
8
5 3
2 - ƒ" \ RODS
OF OPPOSITE ANCHOR ROD
CONNECTION SIMILAR ON END
THREADED 5" ON BOTH ENDS
2 - ƒ" \ RODS x 9'-2" LONG
WELDED TO L5x3•
2 - L5x3•x‹ 9" LONG
WELDED TO L6x4
2 - L5x3•x‹ 3'-2" LONG
2 - L6x4x• 1'-4" LONGANCHOR BOLTS
4 - ƒ" \
9"
AMK
ANGELA M. KINGSLEY, PROFESSIONAL ENGINEER
47097
HANGER ASSEMBLY DETAIL
4
HANGER RODS
1…" \
1†
"3"
2†
"
1•"1•"
1•" \ HOLE
HOLE (TYP)
•"x1„" SLOTTED
1'-4‚"X10•"Xƒ"? - DETAIL
1•" \ HOLE
HOLE (TYP)
•"x1„" SLOTTED
1†
"1'-
0"
2†
"
1•" 1•"
AND WASHER (TYP)
3"X‡" \ A325 BOLT W/ NUT
AND WASHERS AND REPLACE WITH
REMOVE EXISTING BOLTS, NUTS
LOCATIONS
AND SHEET B172 FOR
SEE PLATE DETAILS
TO BE REPLACED-
EXISTING PLATES
INFORMATION.
SEE SHEET B172 FOR ADDITIONAL
IN COST FOR HANGER SYSTEM.
INCLUDE COST FOR BOLTS NUTS AND WASHERS
PRIOR TO MANUFACTURE OF NEW PLATES.
FIELD MEASURE EXISTING PLATE DIMENSIONS
DOUBLE NUTS OR JAM NUTS OR LOCK NUTS.
PANEL PLACEMENT.
CONTRACTOR TO VERIFY IN FIELD AFTER DECK
TEMPORARY SUPPORT.
REPLACE BOLTS PRIOR TO REMOVAL OF
REQUIREMENTS OF ASTM A325.
HIGH STRENGTH BOLTS SHALL MEET THE
7.
6.
5.
4.
3.
2.
1.
4
5‚"5‚"
7•"
10•"X7‚"Xƒ"? - DETAIL
5‚" 5‚"
7•"
AS-BUILT - WATERMAIN SUPPORT DETAILS (2 OF 2) SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS008.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
B
B
1'-2"
1" 2" 2" 2" 1"2"2"2"
2•
"3•
"
1ƒ" 1ƒ"
1ƒ
"1ƒ
"
3•"
2'-
6"
VA
RIE
S
6"
6"
BENT ?
ANCHORAGE
BOLT
CHANNEL
EXISTING 15"
1
1
MODIFIED PER RFI 571
2" X 1‰" SLOTTED HOLE1
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_DET001.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
PRE
PLAN VIEW
SECTION A-A
10•" MAX.
PLAN VIEW
ELEVATION
DATA TO BE SHOWN ON NAMEPLATE IS AS FOLLOWS:
THE DASHED NUMBERS SHOWN ABOVE ARE FOR ILLUSTRATION.
BRIDGE: 2441
1971YEAR: 2016YEAR:
‰"
8ƒ
"
‰"
ƒ"
‡"
ƒ"
‡"
ƒ"•
"‰
"†
"ƒ
"†
"†
"ƒ
"†
"1"
ƒ"
•"
‰"
‰"
4…
"
ELEVATION
‰" ‰"
‚"
†"
ƒ"ƒ"
8‚
"
1'-†"
‡"
NUMBERS FOR NAMEPLATE
1"
‰"
…" DIA. BOLTDRILL AND TAP FOR
B174
NOTES:NUMBERS FOR NAMEPLATE
1"
‰"
MODIFIED - A
‰"‚"‚"
4„
"
†"
‡"
…" DIA. BOLTDRILL AND TAP FOR
DEPARTMENT OF TRANSPORTATIONSTATE OF MINNESOTA
BRIDGE NAMEPLATE
REVISION DETAIL NO.
STATE BRIDGE ENGINEER
MODIFIED - B
DEPARTMENT OF TRANSPORTATIONSTATE OF MINNESOTA
BRIDGE NAMEPLATE
REVISION DETAIL NO.
STATE BRIDGE ENGINEER
DFE
DFE
SECTION A-A
ƒ"
1Š
"‰
"1Š
"‰
"†
"ƒ
"Ž
"
10„" MAX1'-‚" MAX
‡" ‡"
NOTES:
APPROVED: NOVEMBER 22, 2002APPROVED: NOVEMBER 22, 2002
B102 B102
(FOR BRIDGE RECONSTRUCTION) (FOR BRIDGE RECONSTRUCTION)
Œ"
Œ"
…"
…"
Œ"
CENTER NAMEPLATE ON PILASTER
LETTERS AND NUMBERS.
IN DIRECT PROPORTION TO THOSE SHOWN FOR THE 1" HIGH
ALL DIMENSIONS FOR ƒ" HIGH LETTERS AND NUMBERS SHALL BE
FURNISH 2 STEEL BOLTS …" DIA. x 3" LONG WITH EACH PLATE.
TOP SURFACE OF LETTERS, NUMBERS AND FRAMES SHALL BE BURNISHED.
BALANCED LAYOUT IN PROPORTION TO SPACING SHOWN.
HORIZONTAL SPACING OF LETTERS AND NUMBERS SHALL PRODUCE A
DRAFT ON LETTERS AND NUMBERS SHALL NOT BE MORE THAN 3" IN 12".
LETTERS AND NUMBERS SHALL CONFORM TO THOSE SHOWN.
MATERIAL SHALL COMPLY WITH Mn/DOT SPEC. 3327.
SHOP DRAWING REQUIRED
CONCRETE PILASTERWITH SURFACE OFSET NAMEPLATE FLUSH
CENTER NAMEPLATE ON PILASTER
LETTERS AND NUMBERS.
IN DIRECT PROPORTION TO THOSE SHOWN FOR THE 1" HIGH
ALL DIMENSIONS FOR ƒ" HIGH LETTERS AND NUMBERS SHALL BE
FURNISH 2 STEEL BOLTS …" DIA. x 3" LONG WITH EACH PLATE.
TOP SURFACE OF LETTERS, NUMBERS AND FRAMES SHALL BE BURNISHED.
BALANCED LAYOUT IN PROPORTION TO SPACING SHOWN.
HORIZONTAL SPACING OF LETTERS AND NUMBERS SHALL PRODUCE A
DRAFT ON LETTERS AND NUMBERS SHALL NOT BE MORE THAN 3" IN 12".
LETTERS AND NUMBERS SHALL CONFORM TO THOSE SHOWN.
MATERIAL SHALL COMPLY WITH Mn/DOT SPEC. 3327.
SHOP DRAWING REQUIRED
WITH THE ENGINEER PRIOR TO FABRICATING THE NAMEPLATE.
THE DASHED TEXT SHOWN ABOVE IS TO BE CONFIRMED
CONCRETE PILASTERWITH SURFACE OFSET NAMEPLATE FLUSH
41308
DANIEL F. ENSER, PROFESSIONAL ENGINEER
AS-BUILT - BRIDGE DETAILS
A
A
A
A
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_DET002.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
LOW SLUMP
OTHER
TYPE OR MANUFACTURER
JOINT MANUFACTURER
MANUFACTURER'S IDENTIFICATION
GLAND MANUFACTURER
SIZE OF GLAND
MANUFACTURER'S IDENTIFICATION
EXPANSION JOINTS
MFR'S No. AND/OR LETTER DESIGNATION FOR JOINT USED
MFR'S No. AND/OR LETTER DESIGNATION FOR GLAND USED
NAME AND ADDRESS (CITY, STATE)
NAME AND ADDRESS (CITY, STATE)
COLOR:
TYPE: COLOR:
FINISHING ROADWAY FACES OF BARRIER RAILING
PLAN QUALITY
PAINT SYSTEM
MANUFACTURER
PRIME COAT
INTERMEDIATE COAT
FINISH COAT
Mn/DOT MATERIAL SPECIFICATION NUMBER
Mn/DOT MATERIAL SPECIFICATION NUMBER
NAME AND ADDRESS (CITY, STATE)
Mn/DOT MATERIAL SPECIFICATION NUMBER COLOR
OTHER ITEMS
UTILITIES ADDED DURING CONSTRUCTION AND SPECIALTY ITEMS.
1
1
FINAL QUANTITIES ENTERED ON SCHEDULE OF QUANTITIES: YES NO
SUMMARY OF SIGNIFICANT
AS-BUILT CHANGES
CHECKED BY:
DATE
DATE
THE AS-BUILT INFORMATION WAS ADDED TO THE PLAN BY:
RATE 1 (AGREE), 2 (NEUTRAL), OR 3 (DISAGREE, PLEASE COMMENT BELOW)
COMMENTS:
COST:SUPPLEMENTAL AGREEMENTS:
NUMBER OF BRIDGE
$
SPACE PROVIDED AT RIGHT.
LIST SIGNIFICANT ERRORS OR OMISSIONS IN PLAN DETAILS OR PAY QUANTITIES IN THE
(SB) SPECIAL PROVISIONS ADEQUATELY DESCRIBED SPECIAL WORK AND PAYMENT.
SCALE OF DRAWINGS AND OVERALL LEGIBILITY OF LINES AND TEXT WAS GOOD.
BAR LISTS AND QUANTITIES WERE TYPICALLY COMPLETE AND FREE OF ERRORS.
DIMENSIONING AND DETAILING ADEQUATELY DESCRIBED REQUIRED CONSTRUCTION.
NAME AND ADDRESS (CITY, STATE)
MANUFACTURER
PRODUCT NAME: LOCATION:
ANTI-GRAFFITI COATING
CONCRETE WEARING COURSE
ELASTOMERIC BEARING PADS
SPECIAL SURFACE FINISH
PAD MANUFACTURER
SYSTEM:
Mn/DOT SPECIFICATION NUMBER
2478 OR 2479 OR OTHER
INSPECTOR(S) SIGNATURE
PROJECT ENGINEER/SUPERVISOR SIGNATURE
SUBMITTED TO THE BRIDGE OFFICE - ATTN: REGIONAL CONSTRUCTION ENGINEER (MS610).
AT THE TIME OF THE FINAL, THIS COMPLETED AS-BUILT BRIDGE DATA SHEET MUST BE
NUMBER OF AND DATE OLD BRIDGE WAS REMOVED (IF APPLICABLE):
BRIDGE NUMBER DATE REMOVED
DATE NEW BRIDGE WAS OPENED TO TRAFFIC
BRIDGE REMOVAL / BRIDGE OPENING
AS POSSIBLE. (651) 366-4557
NOTIFY THE BRIDGE OFFICE BRIDGE MANAGEMENT UNIT WITH THIS INFORMATION AS SOON
B175
AS-BUILT BRIDGE DATAAJN
DFE
PRE
PREMIXED POLYMER CONCRETE (PPC) - KWIKBOND POLYMERS
COMMERCIAL FABRICATOR, INC.
NOT APPLICABLE
NOT APPLICABLE
2441
09/01/2016
NOT APPLICABLE
CONDUIT). SEE SHEETS U1-U4 FOR DETAILS.
CENTURY LINK (4 CONDUITS), COMCAST (1 CONDUIT) AND ZAYO COMMUNICATIONS (1
THE BRIDGE DECK. THESE CONDUITS BELONG TO THREE PRIVATE UTILITY COMPANIES,
NEW UTILITY CONDUIT AND UTILITY HANGER SYSTEM WERE INSTALLED UNDERSIDE OF
GRADE 60 EPOXY COATED REINFORCEMENT. SEE SHEET B118A FOR DETAILS.
COLUMN/ARCH RIB, GRADE 105 HIGH STRENGTH THREADED BARS WERE USED IN LIEU OF
FOR THE CONNECTION BETWEEN TRANSVERSE CAP BEAMS AND EXISITING SPANDREL
FOR LOCATIONS, WHERE CONTRACTOR COULDN'T ACHIEVE ADEQUATE EMBEDMENT DEPTH
REQUEST. SEE SHEETS B160 - B161A.
EXPANSION PILASTERS WERE MODIFIED FOR CONSTRUCTABILITY AT THE CONTRACTOR'S
SHEETS B122A - E FOR PTFE SHIM LOCATION.
SPANDREL CAP BEAM AND PRECAST DECK PANEL (SLIDING AND EXPANSION). SEE
PTFE SHIMS WERE USED TO ACHIEVE ADEQUATE BEARING BETWEEN THE PRECAST
PATH INCREASED BY 1". SEE SHEET B8 FOR TYPICAL CROSS SECTION DETAILS.
BECAME OFF BY 1", THEREFORE ROADWAY WIDTH DECREASED BY 1" AND SHARED USE
DURING FABRICATION OF CONCRETE PAPAPET (TYPE P-2 MODIFIED) DECK PANELS, REBAR
FOR DETAILS
MODIFIED FOR PROPER SUBSTRUCTURE FITMENT. SEE RFI 21 AND SHEETS B122A - E
THROUGH EXTENSIVE SURVEY, 186 PANELS WERE SHIFTED AND 20 PANELS WERE
BEAMS WERE NOT AT THE LOCATION DESCRIBED IN THE 1970 CONTRACT DOCUMENT.
POST CONTRACTOR FIELD SURVEY SHOWED EXISITNG SPANDRELS RECIEVEING NEW CAP
MM
M
M
M
M
M
M
GP
M
M
M
W W
WW
W
W
W
W
UU
U U
U
M
M
M
M
M M
M
M
M M
M
M
M
M
M
M
M
M
M
M
M
M
M
M M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
W
W
M
UU
U
U
U
U U U
U
U
U
UU
UUUUUUUUUUU
SEABURY AVE
2008
SEABURY AVE
2016
SEABURY AVE
2020
SEABURY AVE
2024
SEABURY AVE
2028
SEABURY AVE
2032
SEABURY AVE
2036
27TH AVE SE
4
27TH AVE SE
12
27TH AVE SE
1
27TH AVE SE
11
27TH AVE SE
13
27TH AVE SE
19
RIVER PKWY E
1215
RIVER PKWY E
1201
SUPERIOR ST SE
819
SUPERIOR ST SE
815
SUPERIOR ST SE
811
EM
ER
AL
DS
T.
S.
S.
S.
S.
AV
E.
AV
E.
AV
E.
AV
E.
AV
E.
25
24
ST.
E.
FRANK
AV
E.
ST. AV
E.
AV
E.
E.
RIV
ER
TER.
CE
CIL
ST.
RTHUR
RON
E.
OR
LIN
AVE.
CL
ARE
N
CE AV.
AV
T.
MA
RY'S
ST.
YA LE
ERIE
ST.
ST.
ST.
E.
5
Mississippi
FRAN
KLIN
TER.
CH
UR
CH
E.
BE
DF
OR
D
5
TER.
27th
32nd
33rd
34th
37th
38th
th
28th
25th
27th
26th
26th
27th
43. RIVER
43.
LELLL
48.
48. PROSPECT TER.
BA
RT
ON
ST.
PL
E
AV
E.
SE
YO
R
AVE.
AV.
MA
AV
E.
PL.
SIDNEY
AVE.
A
VE.
PL.
AV.
RailPacific System
River
AVE.
SE
ABURY
LIN
SIDE12
94
52
TER.
RIV
ER
CT.
ST.
OR
RI
PE
SU
ESS
FULTON
HU
RO
N
EX
E.
S
E.
EVERGREEN DR.
AV
E.
AV
E.
24th
RIVER
W.RIVER
W.
RIV
ER
DOR
MAN AVE.
35th
ST.
AV
E.
RIV
ER
ST.
VE.
AA
AV
E.
AV
E.
ST.ST.
AV
E.
8th ST.
9th
ST.ST.2222 ndnd
th
25
4th
ST.
ST.
URNE AV
E.
M ELBO
CO
LM
SM
A IL
LI
W
ARTHUR
SHA
PKWY.
HE
NN
EPIN
RA
MSE
Y
DELA
E.
VER
LLBB
VVD.
D.
ST.
S.E.
BE
DF
OR
D
36
ST.
DARTMOUTH
ST.
BEACON ST.
ST.MINN.
AVE.
th
48
26th
AV
E.
AVE.
AVE.
27 th
26 th
S.E.
AV
E.
INTERCAMPUS
TRANSITWAY
A VE.
JEFF
ERS
ON
A
UM
L
WIC
K
ST.
WA
R
ON
TH
OR
NT
S.
S.
OA
KS.E.
L
AV
E.
S.E.
5th ST.
S.E.
AV
E.
S.E.
S.E.
S.E.
S.E.
S.E. WASHINGT ON
S.E.
S. FRANK LIN AVE.
CECIL
S.E.
ST.
E.
OLIS
EAP
NNMI
ST.
HA
RV
AR
DS.E.
AREW
RI
DARTMOUTH
AV.
PKWY.
PL.
36.
S.E.
S.E.
PK
WY.
AV
E.
VE.
AV
E.
S.
PL.
SEY
MO
UR
S.E.
CO
LM
MA
AV.
ON
TA
RIO
AVE.
ELLIS
29
th
30th
UNIO
N
WA
LN
UT
ST.
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:mratnaraj Plotted Date:8/13/2014 Model:SHEET pw:\\hntbw356.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\CBR2441_SUR001.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
8/14/2014
11+00 16+00 21+0010+00 12+00 13+00 14+00 15+00 17+00 18+00 19+00 20+00
BRIDGE SURVEY
HORIZONTAL VERTICAL
BRIDGE SURVEY SHEETS MADE FROM:
OBSERVATIONS AT BRIDGE SITE
LOCATION ENGINEER'S
RECOMMENDATION
HYDRAULIC ENGINEER'S
GROUND
EXISTING
0.44%
2.40%
-3.50%
EL
EV. 822.7
9
VP
C 9
+81.7
7
EL
EV. 824.9
2
VP
T 11+31.7
7
EL
EV. 823.1
2
VPI 10
+56.7
7
EL
EV. 830.3
2
VP
C 13
+56.7
7
EL
EV. 834.5
2
VPI 15
+31.7
7
EL
EV. 828.3
9
VP
T 17
+06.7
7
EL
EV. 817.0
5
VPI 20
+30.8
6
850
840
830
820
810
800
5+00 10+00 15+00 20+00 23+00
800
810
820
830
840
850
PLAT
INDEX MAP
CONTRACTED PROFILE
AZ 145°40'5
0.8
5"
AZ 49°59'54.76"
YEAR BUILT = 1923
TYPE = CONCRETE ARCH
TOTAL WIDTH = 66.33'
TOTAL LENGTH = 1054.30'
EXISTING BRIDGE NO. 2441
(FRANKLIN)
PROFILE GRADE FRANKLIN AVE
21
2
1
BRIDGE 2441
0' 1500'
SCALE
3000'
0' 75'
SCALE
150'
0' 20' 40'0' 200'
SCALE
400'
CONDUITS
TELEPHONE
EXISTING
SHORELINE
EXISTING
R.O.W.
R.O.W.
SHORELINE
EXISTINGNO. 2441
BRIDGE
RIVER PKWY
< WEST
IN SIDEWALK
ELECTRIC CONDUIT
EXISTING
IN SIDEWALK
ELECTRIC CONDUITS
EXISTING
AMK
RAM
(PROTECT AND PRESERVE)
EXISTING 48"\ WATERMAIN
K=77
M=0.37'
150' V.C.
K=59
M=-2.58'
350' V.C.
STA 9+79
STA 20+35
< FRANKLIN AVE
LANE BIKE LANE SDWK
12'-6…" 5'-1‚"12'-4„"4'-0"12'-6•"8'-8…" 8'-6ƒ"
LANEBIKE LANESDWK
12'-0" 12'-2‚"7'-1‡" 5'-0" 7'-0ƒ"5'-0•"
LANELANE RT TURN
LANE
LT/THRU
LANE
BIKE SDWK
LANE
BIKE SDWK
CL
CL
37'-7ƒ"36'-3‡"
34'-1ƒ"
TYPE P-2 MOD (TYP)
CONCRETE PARAPET
TYPE P-2 MOD (TYP)
CONCRETE PARAPET
3. APPARENT HIGHWATER ELEV. - N/A
WATERWAY OPENING - N/A
STRUCTURE LENGTH - N/A
MAIN SPAN LENGTH - N/A
OF THE FRANKLIN AVE. BRIDGE
LOCATED 0.8 MILES DOWNSTREAM
PACIFIC RAILROAD BRIDGE
DOWNSTREAM:
WATERWAY OPENING - N/A
STRUCTURE LENGTH - N/A
MAIN SPAN LENGTH - N/A
OF THE FRANKLIN AVE. BRIDGE
LOCATED 0.2 MILES UPSTREAM
INTERSTATE 94 BRIDGE
UPSTREAM:
THE SAME STREAM
2. OTHER BRIDGES OR CULVERTS OVER
1. SPECIAL FEATURES: NONE
Y=162651.413
X=541046.333
MONUMENT BR730NW
LOCATION
(NGVD 1929)
BENCH MARK 2 ELEVATION 823.162
Y=163264.003
X=541959.784
MONUMENT BR730SE
LOCATION
(NGVD 1929)
BENCH MARK 1 ELEVATION 816.128
AJN
33'-11ƒ"
ROADWAY SECTION
ROADWAY SECTION
12'-1•"11'-0†"
TV CONDUITS
EXISTING
X=541135.10 Y=162648.80WEST RIVER PKWY FRANKLIN AVE. STA 10+26.04
B176
EL
EV. 816.4
0
VPI 20
+52.9
9
-2.99%
EL
EV. 822.6
3
VPI 9
+45.0
0
BRIDGE SURVEY
BRIDGE NO. 2441
HENNEPIN COUNTYCITY OF MINNEAPOLIS
SEC. 30 T29N R23W
OVER MISSISSIPI RIVER
FRANKLIN AVENUE (C.S.A.H.5)
BRIDGE LOCATED AT
(TYP)
RAILING
ORNAMENTAL
PRECAST
(TYP)
RAILING
ORNAMENTAL
PRECAST N/A: SCOUR CODE "R-CRIT; MONITOR"
ESTIMATED DEPTH OF PIER SCOUR:
SKEW ANGLE: N/A
FLOWLINE ELEVATION: N/A
(INPLACE BRIDGE): N/A
MEAN VELOCITY THROUGH STRUCTURE
(INPLACE BRIDGE): N/A
TOTAL STAGE INCREASE
STAGE ELEV. (INPLACE BRIDGE): N/A
BASIC FLOOD (100 YR. FREQ.): N/A
N/A
ELEVATION N/A (INPLACE BRIDGE):
WATERWAY AREA REQUIRED BELOW
ELEVATION: 787.13 FT
LOW MEMBER AT OR ABOVE
BRIDGE): N/A
TOTAL STAGE INCREASE (PROPOSED
(PROPOSED BRIDGE): N/A
DESIGN MEAN VELOCITY THRU STRUCTURE
BRIDGE): 736.8 FT (1929 DATUM)
DESIGN STAGE ELEVATION (WITHOUT
DESIGN FLOOD (100 YR. FREQ.): N/A
ELEVATION: 734.0 FT(1929 DATUM)
MAXIMUM OBSERVED HIGHWATER
1965 FLOOD: 91,100 CFS
MAX. FLOOD ON RECORD:
(AT FRANKLIN AVE. BRIDGE)
DRAINAGE AREA: 19,680 SQUARE MILES
DATE: 10/16/2013
MIS
SIS
SIP
PI RIV
ER
41308
DANIEL F. ENSER, PROFESSIONAL ENGINEER
MEDIAN
Near Spandrel 3-4
Extra holes were drilled in the bottomflange sections of the bent plates forconstructibility.
< BRIDGE
< UPSTREAM ARCH RIB
< DOWNSTREAM ARCH RIB NOTES:
ELEVATION
PLAN
2 3
2
2 3
2 2
2
3 3
2
SPAN 2
SPAN 1SPAN 3
SPAN 4SPAN 5
< PIER 1 < PIER 2 < PIER 3 < PIER 4
ABUTMENT
WEST
ABUTMENT
EAST
A
A
< PIER 1 < PIER 48'-6"
10'-6" 13'-9"
7'-3"
2
11'-0"
-0.32%1.53% -2.60% -0.06%
CONDUIT CURVE DATA:
5
5
6
7
U1
< PIER 2 < PIER 3
LENGTH = 10.00'
DELTA = 1.0599°
RADIUS = 540.58'
LENGTH = 10.00'
DELTA = 2.3665°
RADIUS = 242.14'
LENGTH = 10.00'
DELTA = 1.4563°
RADIUS = 393.48'
ELEV. 810.27
TOP OF CONDUIT
156'-10ƒ"291'-5•"114'-10"291'-5•"156'-10ƒ"
ELEV. 810.44
STA 17+32.44ELEV. 810.57
STA 17+22.44
ELEV. 816.05
STA 15+11.77
ELEV. 816.10
STA 15+01.77
ELEV. 812.87
STA 12+91.10
ELEV. 812.81
STA 12+81.10
ELEV. 813.70
TOP OF CONDUIT
U4
WATER MAIN
< EXISTING
UTILITY SUPPORT
< PROPOSED
6
7
PROFILE GRADE
UTILITY SUPPORT
PROPOSED
WITH CLIP ANGLES, TYP
AT ABUTMENT WALL
SUPPORT DUCT BANK
EXISTING CAP BEAM, TYP.
DECK NOT SHOWN FOR CLARITY
UTILITY SUPPORT SEQUENCE:
TRAVIS F. KONDA, PROFESSIONAL ENGINEER
48851 7/14/2015
SEGMENT 1 SEGMENT 2 SEGMENT 3 SEGMENT 4 SEGMENT 5
FITTINGS
< EXPANSION JOINT
FITTINGS
< EXPANSION JOINT
FITTINGS
JOINT
< EXPANSION
FITTINGS
JOINT
< EXPANSION
16'-5‚"16'-5‚" 16'-5‚"16'-5‚"
5'-2‚"5'-2‚"
2
2
4'-6"
8-a
2'-9"
8-b
8-c
8-a
2'-9"
13'-9"
2'-9"
2
2'-9"
5'-2‚"
5'-2‚"
10.
9.
8.
4.
3.
2.
1.
TFK
DFE
MGR
DEVIATIONS FROM PLAN DIMENSIONS.
DIMENSIONS OF EXISTING STRUCTURE AND NOTIFY THE ENGINEER OF
DESIGN DETERMINED FROM PLAN DIMENSIONS, CONTRACTOR TO FIELD VERIFY
SPEC. 2471
ALL UTILITY SUPPORT FABRICATION AND WELDING SHALL FOLLOW MNDOT
FOR INCLINED LATERAL STRUT DETAILS, SEE SHEET U4
FOR SECTION A-A, SEE UTILITY SUPPORT DETAILS SHEET U2.
SHEET U3.
FOR LATERAL BRACING DETAILS, SEE UTILITY SUPPORT DETAILS
SHEET U3.
FOR LATERAL STRUT DETAILS, SEE UTILITY SUPPORT DETAILS
FOR DETAILS AND NOTES, SEE UTILITY SUPPORT DETAILS SHEETS.
22
8-c
PROTECT
AND
PRESERVE
UTILITY
EXISTING
PROPOSED CAP BEAMS UTILIZING ANCHOR BOLTS IN THREADED INSERTS.
FINAL CONDITION - SUSPEND UTILITY SUPPORT AND CONDUIT FROM
FOR HIGHWAY BRIDGES.
FOR BRIDGE TEMPORARY WORKS AND THE AASHTO STANDARD SPECIFICATIONS
MNDOT LRFD BRIDGE DESIGN MANUAL, AASHTO GUIDE DESIGN SPECIFICATIONS
SHALL BE DESIGNED, AT A MINIMUM, TO MEET THE REQUIREMENTS OF THE
REVIEW. THE TEMPORARY SUPPORT SYSTEM(S) FOR THE UTILITY SUPPORT
PROFESSIONAL ENGINEER IN THE STATE OF MINNESOTA, AND SUBMITTED FOR
TEMPORARY SUPPORT TO BE DESIGNED BY THE CONTRACTOR, CERTIFIED BY A
PROFILE DURING DECK AND CAP BEAM REMOVAL AND REPLACEMENT.
CONDUIT SYSTEM. MAINTAIN THE UTILITY SUPPORT AND CONDUIT GEOMETRIC
TEMPORARY CONDITION 2 - TEMPORARILY SUPPORT UTILITY SUPPORT AND
CONDUIT FROM EXISTING CAP BEAMS WITH DRILL AND EPOXY ANCHOR BOLTS.
INDICATED GEOMETRIC PROFILE GRADE. SUSPEND UTILITY SUPPORT AND
TEMPORARY CONDITION 1 - INSTALL UTILITY SUPPORT AND CONDUIT AT
WATERMAIN SUPPORT
BOTTOM OF
WATERMAIN
CONDUIT SYSTEM
BOTTOM OF
WATERMAIN
TOP OF CONDUIT SYSTEM
TOP OF
1
AS-BUILT - UTILITY SUPPORT PLAN AND ELEVATION
SEE UTILITY SUPPORT SYSTEM SHOP DRAWING 133 FOR DETAILS.
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS009.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
ABUT. WALL
FACE WEST
ABUT. WALL
FACE EAST
CAP BEAM
PROPOSED
CAP BEAM
PROPOSED
NOTES:
SECTION A-A
SECTION B-B
SECTION C-C
CONDUIT SYSTEM
1 SUMMARY OF QUANTITIES
B
B
C
C
< CAP BEAM, TYP
•" \ ROD, TYP
2" SPACER, TYP
6 TYP
DD
2" SPACER
MC3x7.1
MGR
DFE
WORKING LINE
< BRIDGE
WATER MAIN
< EXISTING
ARCH RIB
< DOWNSTREAM
DETAIL 1
L5x5xƒ BRACKET
< ANCHORS FOR
CAP BEAM
BOTTOM OF
TYP
4"\ CONDUITS,
PARTIAL ELEVATION - ABUTMENTS
PARTIAL ELEVATION - CAP BEAMS
TRAVIS F. KONDA, PROFESSIONAL ENGINEER
48851
UNITTOTAL
QUANTITYITEM
1010
< SPLICE 11
WATERMAIN 12
SUPPORT FOR
TEMPORARY
TYP
MC6x12
6 TYP
MC3x7.1
4-MC6x12
4-MC6x12
VIEW D-D
PLATE, TYP
4ƒ"x1ƒ"x•"
U4
END CONNECTION DETAIL
ELEVATION VIEW E-E
E
EMC6x12
MC6x12
L5x5xƒ
UTILITY SUPPORT
< PROPOSED
ELEV 813.70
ELEV 810.27
TYP
U-BOLT,
•" \
TYP
WITH †" \ HOLE,
PLATE WASHER
3"x3"x•"
ARCH RIB
< UPSTREAM
COLUMN 1-1
SPANDREL
COLUMN 5-1
SPANDREL
ABUT. WALL
EAST
FACE OF
TYP
MC6x12,
TYP
WITH †" \ HOLE,
PLATE WASHER
3"x3"x•"
TYP
4" \ CONDUIT,
TYP
MC6x12,
CONDUITS NOT SHOWN FOR CLARITY
ANCHOR
FOR ƒ" \
< Ž" \ HOLE
CAP BEAM
PRECAST
PROPOSED
SHOWING UTILITY SUPPORT IN FINAL CONDITION
LOOKING UPSTATION,
TYP
3-4" \ CONDUITS,
ABUT.
FACE OF
7/14/2015
COUPLER, TYP
THREADED
OF MC6x12
BOTTOM
TOP AND
PLATE, TYP
5"x3"x•"
LIN FT
LIN FT
UNITS
UNITS
UNITS
LIN FT
MC3x7.1
MC6x12
SPACERS)
CONNECTION ASSEMBLY (UBOLTS WASHERS AND
•" THREADED RODS
COMB EXP/DEFL FITTINGS (4" RS)
4" DIA. RIGID STEEL CONDUIT
819
4,023
117
94
24
6069
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
BOTTOM OF MC6X12
TYP, TOP AND
5"x4"x•" PLATE,
TYP.
1‚"
EPOXY, 8" MIN. EMBEDMENT
WITH HIT-HY200
ANCHOR COMBINED
GALVANIZED
HILTI HAS
INSTALL ƒ" \
DRILL AND
PLATE, TYP
5"x4"x•"
CONNECTION DETAIL
SEE END
PLAN AND ELEVATION SHEET
AS SHOWN ON UTILITY SUPPORT
LATERAL STRUT, LOCATED
PROPOSED L3•X3•X…
TFK
TYP
2-MC3x7.1 CROSS BEAM,
BETWEEN CROSS BEAM, TYP
2 EQUAL SPACES
TYP
†" \ HOLE,
PLATE WITH
4ƒ"x4•"x•"
AND PROTECT
CONTRACTOR TO PRESERVE
EXISTING UTILITY,
ABUT.
FACE OF
FOR ƒ" \ BOLT
< Ž" \ HOLE
HOLE, TYP
WASHERS WITH †" \
4ƒ"x2ƒ"x•" PLATE
RIGID STEEL CONDUIT AND FITTINGS SHALL COMPLY WITH SPEC. 3801
FOR THE LOCATION OF SECTION A-A, SEE SHEET U1.
SUPPORTED IN SUCH A WAY AS TO REMAIN AT THEIR FINAL ELEVATION.
WHILE THE EXISTING CAP BEAMS ARE BEING REPLACED. UTILITIES SHALL BE
FOR TEMPORARY CONDITION 2, CONTRACTOR TO SUPPORT THE UTILITY SUPPORT
OF SPLICES SHALL BE SELECTED TO MAINTAIN THE PROPOSED UTILITY GEOMETRY.
CONTRACTOR TO DETERMINE NUMBER AND LOCATION OF MC6x12 SPLICES. PLACEMENT
CONTRACTOR.
CORING OPERATION (NOT IN THIS CONTRACT) WITH OFF STRUCTURE UTILITY
CONTRACT) TO COORDINATE AND STAGE UTILITY SUPPORT, CONDUIT, AND CONCRETE
WALL BELOW CAP BEAM. UTILITY SUPPORT INSTALLATION CONTRACTOR (THIS
OFF STRUCTURE CONDUIT SYSTEM BY OTHERS. CORE THROUGH EXISTING ABUTMENT
NOTES, SEE UTILITY SUPPORT DETAILS SHEET U3.
FOR LATERAL BRACING SUPPORT, DETAIL 1, MC6x12 SPLICE DETAILS, AND ADDITIONAL
SEE UTILITY SUPPORT PLAN AND ELEVATION FOR UTILITY PROFILE GRADE GEOMETRY
EXPANSION JOINT LOCATIONS.
COMBINATION EXPANSION/DEFLECTION FITTINGS REQUIRED AT ALL PROPOSED DECK
DOUBLE NUTS, JAM NUTS OR LOCK NUTS.
3392. GALVANIZE ALL OTHER STEEL AS PER SPEC. 3394 AFTER FABRICATION.
GALVANIZED BOLTS, NUTS, WASHERS, RODS, INSERTS AND ANCHOR BOLTS AS PER SPEC.
SPEC. 3324, GRADE 35018. TAP AFTER GALVANIZED (FOR FINAL CONDITION).
CONCRETE INSERTS SHALL BE APPROVED TYPE MALLEABLE IRON. MATERIAL AS PER
STEEL SHAPES AND PLATES SHALL COMPLY WITH SPEC. 3306.
RODS SHALL COMPLY WITH SPEC. 3313, TYPE 1.
ATTACHMENT UTILITY SUPPORT AND CONDUIT BY LUMP SUM.
CONTRACTOR CONVENIENCE ONLY. PAYMENT FOR TEMPORARY WATERMAIN SUPPORT
ALL MATERIAL LISTED IS TO BE INCLUDED IN "CONDUIT SYSTEM". TABLE IS FOR
AND SLOTTED HOLES.
STANDARD WASHERS ARE REQUIRED FOR ALL OVERSIZE
FLANGES, HOLES ARE STANDARD Œ" \ .
TO BE †" \ OVERSIZE HOLES. FOR MC3X7.1 AND MC6X12
FOR •" \ BOLTS, ALL HOLES IN PLATE MATERIAL ARE
11/05/2015
U2R
TYP
†" \ HOLE
WASHERS WITH
PLATE
4ƒ"x3"x•"
PLATE
4ƒ"x2ƒ"x•"
LINK
CENTURY
COMCAST
4" \ CONDUIT, TYP
ZAYO
AS-BUILT - UTILITY SUPPORT DETAILS
(LOOKING DOWN STATION)
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS005.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
8" 8"
2'-8"
= 1'-4"
2 SPA. @ 8"
3'-6"
= 1'-4"
2 SPA. @ 8"
TYP
ƒ"
18'-6" 18'-6"
6'-6"8'-0"
THIS CONTRACT
CONDUIT SYSTEM
ƒ"
2'-8"
TYP
2'-0" MIN
1•"
CLR
1•"
6"1•" 1•"
5" 8" 8" 5"
PROFILE GRADE
SUPPORT
UTILITY
PROPOSED
2'-0" MIN
1'-
6"
MIN (T
EM
PO
RA
RY
CO
NDITIO
N 1)
1'-
9" (FIN
AL
CO
NDITIO
N)
MIN,TYP
2'-0"
14'-4‚" (PROPOSED SPANS 1 AND 5)
28'-8•" (SPANS 2, 3, 4 AND EXISTING SPANS 1 AND 5)
2 EQUAL SPACES = 14'-4‚" (PROPOSED SPANS 1 AND 5)
3 EQUAL SPACES = 28'-8•" (SPANS 2, 3, 4 AND EXISTING SPANS 1 AND 5)
TYP
1‚"
TY
P
ƒ"
TYP
5„"
1"
1"
15
1'-6ƒ"
WALL
WEST ABUT.
FACE OF 2"
VARIES
16.
15.
EAST ABUTMENT.
PLAN VIEW AT THE
SEE SHEET U2A FOR
TYP
1‚"
TY
P
1•
"
TYP
FOR •" \ BOLT,
†" \ HOLE
SHEET
3/24/2017 DefaultPlotted by:cfahey pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS005A.dgnPlotted Date: Model: File:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT SHEETS 1-39, 41-42, SS1-SS4 WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
OUTSIDE FACE (TYP)
R=10'-4" INSIDE FACE (TYP)
R=10'-0"
3„"
9'-7ƒ"
PLAN - EAST ABUTMENT
FRONT FACE EAST ABUTMENT
8"
6'-1•" 3'-3„"
7'-2„"
21
NOTES:
1
2
8°
AS-BUILT - UTILITY SUPPORT DETAILS
U4
U2A
SECTION A-A
UTILITY RACK
< PROPOSED
REMOVED LAST CROSS MEMBER
END BEND
BEGIN BEND
DUCT BANK 8" UPSTREAM.
CONDUITS WERE BENT TO ACCOMMODATE THE OBSTRUCTED CORE HOLE, SHIFTING THE
OBSTRUCTED CORE HOLE, ABANDONED
A
A
SECTION F-F
SECTIONELEVATION
PLAN
F
F
DETAIL 1
FOR •" \ ROD
< •" \ HOLE
FOR •" \ ROD
< †" \ HOLE
L5x5xƒ
L5x5xƒ
4"
GAP
•"
< SPLICE
NOTES:
MGR
DFE
< EXPANSION JOINT
6", TYPDEFLECTION FITTING, TYP
COMBINATION EXPANSION
TRAVIS F. KONDA, PROFESSIONAL ENGINEER
48851 7/14/2015
EXPANSION FITTING DETAIL
3"
PLAN
ELEVATION
9"
L3•X3•X…
1‡
"
WT6x32.5
WT6x32.5
PLAN
1‡
"
TYP
‚"
MC6x12
MC6x12
MC6x12 SPLICE DETAIL
LATERAL STRUT DETAILS
INTERNAL BRACING
FOR UTILITY SUPPORT
L3•x3•x…
INTERNAL BRACING
FOR UTILITY SUPPORT
L3•x3•x…
INTERNAL BRACING
FOR UTILITY SUPPORT
L3•x3•x…
WT6x32.5
U4
TYP
DECK PANEL,
PRECAST
FOR ƒ" \ ANCHOR
< Ž" \ HOLE
SPLICE ?
ƒ" WEB
1ƒ
"
2"
1‡
"
9"
1'-
1"
TYP
FOR ƒ" \ BOLT,
•" \ HOLE
L3•x3•x…
SUBSTRUCTURE
EXISTING
TYP
FOR ƒ" \ BOLT,
•" \ HOLE
1'-
3"
9"
3"
INTERNAL BRACING
FOR UTILITY SUPPORT
L3•x3•x…L6X3•X…
9"
SUBSTRUCTURE
EXISTING
WT6x32.5
ELEVATION
LATERAL BRACING DETAILS
FOR ƒ" \ ANCHORS
< Ž" \ HOLES
1ƒ
"
TYP
BACK OF MC6x12,
TYP
MC6x12,
TYP
MC6x12,
FOR ƒ" \ ANCHOR
< Ž" \ HOLE
CAP BEAM
PRECAST
PROPOSED
TYP
2'-0" MIN,
TYP
MC6x12,
TYP
4" \ CONDUIT,
TYP
MC6x12,
7.
6.
5.
4.
3.
2.
1.
1
1
1
1
8" MIN. EMBEDMENT
HIT-HY200 EPOXY,
ANCHOR COMBINED WITH
HILTI HAS GALVANIZED
DRILL AND INSTALL ƒ" \
MIN. EMBEDMENT
HIT-HY200 EPOXY, 8"
COMBINED WITH
GALVANIZED ANCHOR
ƒ" \ HILTI HAS
DRILL AND INSTALL
L3•"X3•X…
†"
SPANDREL COLUMN
ARCH RIB OR
SUBSTRUCTURE,
EXISTING
COLUMN
ARCH RIB OR SPANDREL
EXISTING SUBSTRUCTURE,
FOR ƒ" \ BOLT
LONG SLOT HOLE
< Ž"X1‡"
FOR ƒ" \ BOLT
SLOT HOLE
< Ž"X1‡" LONG
BOLT
FOR ƒ" \
< Ž" \ HOLE
TFK
ANCHOR
FOR ƒ" \
< Ž" \ HOLE
L6
X3•
X…
BOLT
FOR ƒ" \
HOLE
< •" \
OVERSIZED HOLES NEAR LOCATION OF GRADE CHANGES.
BE ACCOMMODATED BY PLACING MC6x12 SPLICES WITH
UTILITY SUPPORT PROFILE GRADE ANGLE DEVIATIONS TO
REBAR OR EMBEDED ANGLES ARE ENCOUNTERED.
CONCRETE AT THE ANCHOR LOCATION. NOTIFY ENGINEER IF
NOTIFY THE ENGINEER IN THE INSTANCE OF UNSOUND
EXISTING CONCRETE AT THE ANCHOR LOCATIONS AND
THE CONTRACTOR SHALL ASSESS THE CONDITION OF THE
AND SUBSTRUCTURE ELEMENTS. PRIOR TO INSTALLATION,
DETAILS TO THE EXISTING ARCH RIBS, SPANDREL COLUMNS,
ENGINEER, FOR THE LATERAL STRUT AND LATERAL BRACING
HIT-HY200 EPOXY OR SIMILAR, AS ACCEPTED BY THE
DRILL AND INSTALL HILTI HAS GALVANIZED ANCHORS WITH
FOR INTERNAL BRACING DETAILS, SEE SHEET U4.
PROPOSED CAP BEAMS.
ENGINEER, FOR ANCHOR BOLT CONNECTION TO THE
THREADED INSERT F57 OR SIMILAR, AS ACCEPTED BY THE
FOR FINAL CONDITION - INSTALL DAYTON SUPERIOR
ANCHOR LOCATION.
ENGINEER IN THE INSTANCE OF UNSOUND CONCRETE AT THE
CONCRETE AT THE ANCHOR LOCATIONS AND NOTIFY THE
CONDITION OF THE EXISTING CAP BEAM FOR SOUND
INSTALLATION, THE CONTRACTOR SHALL ASSESS THE
FOR CONNECTIONS TO THE EXISTING CAP BEAMS. PRIOR TO
EMBEDMENT, OR SIMILAR, AS ACCEPTED BY THE ENGINEER,
HILTI HAS ANCHORS WITH HIT-HY200 EPOXY WITH 8"
FOR TEMPORARY CONDITION 1 - DRILL AND INSTALL ƒ" \
EXPANSION JOINT LOCATIONS.
MOVEMENT AND SHALL BE PROVIDED AT ALL FINAL BRIDGE
CAPABLE OF ALLOWING A MINIMUM OF 4" OF TOTAL AXIAL
COMBINATION EXPANSION DEFLECTION FITTINGS SHALL BE
FOR ADDITIONAL NOTES, SEE SHEET U1.
ASTM A325.
HIGH STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF
WITH WASHER
FOR ƒ" \ BOLT
< •" \ HOLE
FOR ƒ" \ BOLT
WITH WASHER
Ž" \ HOLE
2"
2"
TYP
ƒ" \ BOLT,
WASHER, TYP
STANDARD
TYP
CLIPPED WASHER,
TYP
MC6x12,
SPLICE ?
WEB
? ƒ"x4"x1'-5•"
11/05/2015
U3R
? •"x5•"x1'-2"
AS-BUILT - UTILITY SUPPORT DETAILS SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS006.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
B176
1'-0"
2" 4" 2"4"
2"
3"
4
1‚"
2•"
TYP
1‚"
2"
1ƒ
"
4
6
2…"
2"
6
3"
3"
1„"1„"
8
8.
3
8
73…"4"1„" 1„"4"3…"
1'-5•"
3"
1…"4"1…" 1…"4"1…"
1„
"„
"1„
"„
"
1‚
"1‚
"
9
9.
WEBS, HOLES ARE STANDARD Ž" \ .
OVERSIZE HOLES. FOR MC6X12 FLANGES AND
HOLES IN PLATE MATERIAL ARE TO BE •" \
FOR ƒ" \ BOLTS IN MC6X12 CONNECTION, ALL
PLACE.
WITH DOUBLE NUTS, JAM NUTS OR LOCK NUTS IN
STRUT MEMBERS ARE TO BE SNUG TIGHT ONLY
ALL BOLTS FOR THE L3•"x3•"x…" LATERAL
1•"XŽ" SLOTTED HOLE 1
1 MODIFIED PER RFI 57
ƒ"
TYP
3"
2‚"
TYP
SPLICE ?,
FLANGE
1'-2"
TYP
SPLICE ?,
•" FLANGE
TYP
NOTES:
MGR
DFE
TRAVIS F. KONDA, PROFESSIONAL ENGINEER
48851 7/14/2015
UTILITY SUPPORT BRACING
L3•x3•x…
L3•x3•x…
A A
UTILITY SUPPORT INTERNAL BRACING
1
1
B B
U4
L3•x3•x…
VIEW A-A
4'-
0"
TY
P
1ƒ
"
VIEW B-B
TY
P
9•
"
L3•x3•x…(T
YP)
1ƒ
"
L3•x3•x…
11•
"
LOOKING BACK STATION
TYP
MC6x12,
LATERAL STRUT
L3•x3•x…
TYP
MC6x12,
LATERAL BRACING
L6x3•x…
TYP
MC6x12,
ELEVATION VIEW
LATERAL BRACING
L6x3•x…
1
1
TYP
MC6x12,
PLAN VIEW
TYP
MC6x12,
TYP
FOR ƒ" \ BOLT,
< •" \ HOLE
BOLT
HOLE FOR ƒ" \
SLOTTED
Ž" x 1‡" LONG
TYP
MC6x12,
1
1
LATERAL STRUT
L3•"x3•x…
INTERNAL BRACE
L3•x3•x…
HOLE FOR ƒ" \ BOLT,TYP
< Ž"x1‡" LONG SLOTTED
ƒ" \ BOLT
SLOTTED HOLE FOR
< Ž"x1‡" LONG
BOLT, TYP
FOR ƒ" \
HOLE
< Ž" \
INCLINED LATERAL STRUT DETAIL
STRUT SLOPE
INCLINED LATERAL
LOCATION
8-c
8-b
8-a
b c
1
1
1
2
1.63
1
INCLINED LATERAL STRUT DETAIL
4.
3.
2.
1.
TFK
ANCHORS
FOR ƒ" \
HOLE
< Ž" \
END OF SEGMENT 3 ONLY.
INCLINED LATERAL STRUT LOCATED AT EACH
STRUT. DIAGONAL INTERNAL BRACING FOR
OF SEGMENT 3 FOR UPSTATION LATERAL
SEGMENTS 3 SHOWN, MIRROR ABOUT MIDSPAN
DOWNSTATION INCLINED LATERAL STRUT FOR
WALL.
AT PIERS 2 AND 3, MIRROR ABOUT < INTERIOR
SHEETS U2 AND U3.
FOR ADDITIONAL NOTES AND INFORMATION, SEE
REQUIREMENTS OF ASTM A325.
HIGH STRENGTH BOLTS SHALL MEET THE
SECTIONS AS NOTED.
TO BE PLACED IN THE ANGLE OR WT
ALL SLOTTED AND OVERSIZED HOLES ARE
SHEET U3.
FOR DETAILS ON ƒ" \ ANCHORS, SEE
NUTS IN PLACE.
WITH DOUBLE NUTS, JAM NUTS, OR LOCK
STRUTS ARE TO BE SNUG TIGHT ONLY
ATTACHED TO THE INCLINED LATERAL
ALL BOLTS FOR THE L3•x3•x… ANGLES
HARDWARE.
TO AVOID CONFLICTS WITH CONNECTION
ADJUST THE MC3X7.1 CROSS BEAMS ` 1'-0"
AT LOCATIONS OF INTERNAL BRACING,
8.
7.
6.
5.
TYP
FOR ƒ" \ BOLT,
Ž" \ HOLE
FOR ƒ" \ BOLT
•" \ HOLE
TYP
FOR ƒ" \ BOLT,
Ž" \ HOLE
TYP
FOR ƒ" \ BOLT,
< Ž" \ HOLE
TYP
FOR ƒ" \ BOLT,
< Ž" \ HOLE
U4R
11/05/2015
SHEET
LAST REVISION:
CHECKED BY:
CAD BY:
DESIGN BY:
DATE
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A
LICENSE NO.
Plotted by:cfahey Plotted Date:3/24/2017 Model:SHEET pw:\\pw-int.hntb.org:PWGreat_Lakes\Documents\Minneapolis Projects\49799 Franklin Bridge\Design\CADD-BRIDGE\CD\As-Built\CBR2441_SYS010.dgnFile:
BRIDGE 2441 S.P. 027-605-029
C.S.A.H. 5 / HENNEPIN COUNTY PROJECT 0705
PIER 2 AND 3
< INTERIOR WALL
L3•x3•x…
ARCH RIB
EXISTING
WT6x32
1'-
3"
3"
2'-8"
3'-7„"
1•"3"
TYP
1‚"
1•" 2„"3
TYP
1‚"
TYP
1‚"
9"
1•
"
ARCH RIB
EXISTING
WT6x32
4'-
1"
1'-
0"
4
3"
9"
1ƒ
"
c
b
LATERAL STRUT
INCLINED
L6x3•x…
LATERAL STRUT
INCLINED
L6x3•x…
66
1‡
"
1†
"
INTERNAL BRACE
L3•x3•x…
TY
P
1ƒ
"
4
9•
"
7