W912EK21B0003 - PLAN_SET_AMND0002.pdf

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GENERAL NOTES

OCCUR.

NEEDED. CONSULT THE CONTRACTING OFFICER IF DISCREPANCIES

RAPIDS SUPPLEMENTAL SPECIFICATIONS (2020) ARE REFERENCED AS

DESIGN AND SPECIFICATIONS (SUDAS 2020), IOWA DOT (2020), AND CEDAR

SPECIFICATIONS AND DESIGN DETAILS FROM THE IOWA STATEWIDE URBAN

AND UTILIZES THE UFGS SPECIFICATIONS FORMAT. SUPPLEMENTAL

THIS PROJECT WAS DESIGNED IN ACCORDANCE TO FEDERAL STANDARDS 10.

AREAS.

CONTRACTORS WITHIN THE CONSTRUCTION WORK LIMITS AND STAGING

CONTRACTOR SHALL COORDINATE OPERATIONS AFFECTING OTHER 9.

MANAGEMENT PRACTICES REQUIRED IN THAT PLAN.

SEDIMENT CONTROL PLAN AND SHALL INSTALL AND MAINTAIN BEST

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL AN EROSION AND 8.

REFER TO SPECIFICATION SECTION 00 73 05 FOR HYDRAULIC DATA.7.

CODES AND ORDINANCES FOR THIS PROJECT.

ADHERENCE TO AND COMPLIANCE WITH ALL NATIONAL, STATE, AND LOCAL

CONTRACTOR SHALL DETERMINE, COORDINATE AND BE RESPONSIBLE FOR 6.

PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.

ALL DIMENSIONS AND ELEVATIONS SHOWN OR INDICATED ON THESE 5.

CONSTRUCTION ACTIVITY.

REPLACEMENT OF ANY PAVEMENTS/STRUCTURES DAMAGED DUE TO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR/ 4.

73 05.

PLAN PRIOR TO INITIATING ANY WORK. SEE SPECIFICATION SECTION 00

THE CONTRACTOR MUST SUBMIT FOR APPROVAL A HIGH WATER ACTION 3.

CONTRACTOR'S EXPENSE. UTILITY LOCATIONS SHOWN ARE APPROXIMATE.

REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION AT THE

SITE PRIOR TO BEGINNING WORK AND SHALL BE RESPONSIBLE FOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES ON 2.

PROPERTY IS OWNED BY THE CITY OF CEDAR RAPIDS.

CEDAR RIVER IN THE DOWNTOWN AREA OF CEDAR RAPIDS, IOWA. THE

THE PROJECT IS LOCATED ALONG THE LEFT DESCENDING BANK OF THE 1.

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®of Engineers

US Army Corps of Engineers

US Army Corps

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FLOODWALL BASELINE

REMOVE 30" RCP

(2 ON SOUTH SIDE; 3 ON NORTH SIDE)

PARKING METERS - 5 TOTAL

REMOVE AND SALVAGE

WORK LIMITS

CUT AND PLUG 20" VCP STORM SEWER

STORM SEWER

REMOVE 20" VCP

PAVERS (TYP)

REMOVE BRICK

(TYP)

SAWCUT PAVEMENT

SERVICE LINE

ABANDON WATER

LINE

WATER SERVICE

CUT AND CAP

10" WATER MAIN

CUT AND CAP

REMOVE WATER VALVE

12" WATER MAIN

CUT AND CAP

LINE

WATER SERVICE

CUT AND CAP

CURB - 43 LF

REMOVE CONCRETE

CURB & GUTTER - 105 LF

REMOVE CONCRETE

CURB WALL - 31 LF

CURB WALL - 13 LF

REMOVE CONCRETE

PROTECT INPLACE

SCULPTURE -

TREE OF FIVE SEASONS

REMOVE SIDEWALK

PROTECT EXIST TREE

SEE GENERAL SHEET NOTE 9

ABANDONED 30" RCP -

CUT AND REMOVE

SEE GENERAL SHEET NOTE 14

ACCESS DURING CONSTRUCTION -

ADA ENTRANCE - MAINTAIN

PROTECT EXIST TREE

TO REMAIN

TEMPORARY UTILITY POLE -

TO REMAIN

TEMPORARY UTILITY POLE -

WATER VALVES

REMOVE ABANDONED

CURB & GUTTER - 111 LF

REMOVE CONCRETE

SEE DETAIL F6/C-501

SAWCUT PAVEMENT AT BRIDGE JOINT -

EXIST TEE

REMOVE

CUT AND

WATER VALVE

PROTECT EXISTING

VALVE IN MANHOLE

REMOVE WATER

SHEET NOTE 7

SEE GENERAL

STEAM LINE-

ABANDONED

REMOVE

CUT AND

WATER MAIN

16" CAST IRON

CUT AND CAP

(4 EACH)

GRATE - TYP

REMOVE TREE

OPENING AT MANHOLE

PLUG STEAM LINE

WATER MAIN

REMOVE 12"

SEE SHEET C-120

NEW CONNECTION POINT -

REMOVE 16" WATER MAIN TO

NOTE 10

SEE GENERAL SHEET

DURING CONSTRUCTION -

RELOCATED BY CITY

FIBER OPTIC TO BE

SEE GENERAL SHEET NOTES 3 & 4

ABANDON 16" CAST IRON WATER MAIN -

SHEET NOTES 3 & 4

SEE GENERAL

WATER MAIN -

ABANDON 10"

REMOVE MANHOLE

SEE GENERAL SHEET NOTE 11

CONSTRUCTION FENCE -

36 LF

SERVICE LINE -

REMOVE WATER

SEE GENERAL SHEET NOTE 15

TEMPORARY POWER POLE -

SEE GENERAL SHEET NOTE 15

TEMPORARY POWER POLE -

SEE GENERAL SHEET NOTE 15

UG POWER LINE - 105 LF

REMOVE ABANDONED

SEE GENERAL SHEET NOTE 15

UG POWER LINE - 53 LF

REMOVE ABANDONED

STREET LIGHT POLE

REMOVE AND SALVAGE

STREET LIGHT POLE

REMOVE AND SALVAGE

STREET LIGHT POLE

REMOVE AND SALVAGE

STREET LIGHT POLE

REMOVE AND SALVAGE

SEE SHEET GC107

MAINTAIN PEDESTRIAN ACCESS DURING CONSTRUCTION-

REMOVE CONCRETE CURB & GUTTER - 9 LF

®of Engineers

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US Army Corps

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DEMOLITION PLAN

SCALE: 1" = 20' 20' 40'0

PROTECTED SIDE

FLOOD SIDE

N

1ST STREET SE

TREE OF FIVE SEASONS PARK

CEDAR RIVER

FLOW

1ST STREET NE

REMOVE TREE

REMOVE BRICK PAVERS

EXISTING PAVEMENT SECTION)

(SEE SECTION D1/C-303 FOR

REMOVE ASPHALT

CITY HALL

REMOVE UTILITY

ABANDON WATER LINE

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CONTRACTOR THROUGH CONTRACTING OFFICER.

POWER LINES ARE IN PLACE. COORDINATE WITH CITY PROJECT

CITY CONTRACT. REMOVE ABANDONED POWER LINES AFTER NEW

NEW POWER LINES TO BE INSTALLED BY OTHERS UNDER SEPARATE 15.

HALL ADA ENTRANCE AT ALL TIMES DURING CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO THE CITY 14.

CONTRACTING OFFICER.

NECESSARY DURING CONSTRUCTION WITH THE CITY THROUGH THE

SHALL COORDINATE ANY RELOCATIONS OF TEMPORARY SIGNALS

TEMPORARY SIGNALS PRIOR TO CONSTRUCTION. CONTRACTOR

EXISTING TRAFFIC SIGNALS WILL BE REMOVED AND REPLACED WITH 13.

OFFICER.

CITY. COORDINATE REMOVALS THROUGH THE CONTRACTING

REMOVAL OF BENCHES, TRASH CANS AND PLANTERS SHALL BE BY 12.

LOCATED AT LEAST 5' AWAY FROM THE CITY HALL BUILDING.

(6 FT FABRIC HEIGHT) ALONG WORK LIMITS. FENCING SHALL BE

CONTRACTOR SHALL INSTALL CHAIN-LINK CONSTRUCTION FENCING11.

OFFICER.

IN UTILITY CABINET WITH THE CITY THROUGH THE CONTRACTING

COORDINATE FIBER OPTIC RELOCATIONS WITHIN PROJECT AREA AND 10.

NUMBER "VOL 211"

FILLED WITH 1ST STREET NE STORM SEWER PROJECT -- SEE VOLUME

EXISTING 30" RCP STORM SEWER WAS PREVIOUSLY ABANDONED AND 9.

ACROSS THE RIVER.

WITHIN THE ROADWAY TO ASBESTOS CEMENT (AC) ON THE BRIDGE

PIPE TRANSITIONS NEAR THE BRIDGE ABUTMENT FROM CAST IRON

SEE SHEET C-120 FOR WATER MAIN INFORMATION. THE EXISTING 16" 8.

SPECIFICATIONS.

ASBESTOS MATERIAL AS NECESSARY AND REMOVE STEAM LINE PER

MATERIAL PER THE SPECIFICATIONS. CONTRACTOR SHALL REMOVE

CONTRACTOR SHALL EXPOSE STEAM LINE AND TEST FOR ASBESTOS

ABANDONED STEAM LINES MAY CONTAIN ASBESTOS MATERIAL. 7.

METER POLES.

WITH SPECIFICATION SECTION 02 41 00. SALVAGE PARKING SIGNS ON

REMOVED PARKING METERS SHALL BE SALVAGED IN ACCORDANCE 6.

CONTRACTOR SHALL PROTECT CURB AND GUTTER TO REMAIN.5.

JOINT CAPS WITH WATERTIGHT GASKETS ON ABANDONED SECTIONS.

ABANDON WATER MAINS BY CUTTING AND INSTALLING MECHANICAL 4.

ARE IN SERVICE.

MAINS SHALL NOT BE ABANDONED OR REMOVED UNTIL NEW LINES

THE CITY THROUGH THE CONTRACTING OFFICER. EXISTING WATER

COORDINATE REMOVAL AND ABANDONMENT OF WATER MAINS WITH 3.

FLOWABLE FILL.

FILL PLUGGED AND ABANDONED STORM SEWER MAINS WITH 2.

PLUS 25' FROM FOOTING ON EITHER SIDE AND PLUG OR SEVER.

REMOVE ABANDONED UTILITIES WITHIN THE FLOODWALL FOOTPRINT 1.

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GENERAL SHEET NOTES:

LEGEND

18" RCP

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EXISTING GRADE

EXST PAVEMENT

SAWCUT AND MATCH

7' WIDTH

CONCRETE SIDEWALK -

STA 10+59.97, 39.85' LT

MATCH EXST CURB & GUTTER

WORK LIMITS

FLOODWALL MONOLITH

ROLLER GATE AND

EXST BRIDGE ABUTMENT

STA 9+53.73, 39.75' LT

MATCH EXST CURB

ROADWAY CENTERLINE

(SEE DETAIL A1/S-518)

PENETRATION

WATER LINE

WORKING PAD

AGGREGATE

STA 11+67.13

MATCH EXISTING

END PAVEMENT

SEE GENERAL SHEET NOTE 4

(SEE GENERAL SHEET NOTE 1)

CURB RUNOUT (TYP)

R=6'

R=4'

SIDEWALK

CONCRETE

R=4'

R=6'

SEE SHEET C-120

16" WATER MAIN -

R=6'

R=4'

SEE SHEET C-105

FIBER OPTIC CONDUIT -

UTILITY CABINET AND

SEE DETAIL A5/C-501

DRIVEWAY DROP CURB - 15' LF

SEE DETAIL A1/C-501

12" TOP WIDTH (TYP.)

CONCRETE CURB & GUTTER -

8" PCC

DRIVEWAY -

CONCRETE

SEE DETAIL F6/C-501

ADJACENT TO BRIDGE JOINT -

MATCH EXST PAVEMENT

SEE SHEET C-104

STORM SEWER -

STA 9+53.93, 41.81' RT

MATCH EXST CURB

NOTE 5)

(SEE GENERAL SHEET

STA 9+53.58, 50.15' RT

EXISTING SIDEWALK -

SAWCUT AND MATCH

®of Engineers

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US Army Corps

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GRADE = -0.92%

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GRADE = -1.76%

GRADE = 0.73%

80.00' V.C.

K = 18.39

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GRADE = -3.95%

GRADE = -0.82%

GRADE = -1.07%

GRADE = 0.00%

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SCALE: 1" = 20'

N

20' 40'0

9+00 10+00 11+00 12+00

1ST AVENUE PLAN

1ST AVENUE PROFILE

9+00 10+00 11+00 12+00

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DECORATIVE BRICK PAVERS

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PROTECTED SIDEFLOOD SIDE

20' 40'0 10' 20'0SCALE: 1" = 20' HORIZ; 1" = 10' VERT

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10" REINFORCED PCCP

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RAILING.

PROVIDE A MINIMUM OF 8' CLEAR SIDEWALK WIDTH FROM WORK TO BRIDGE5.

CURB OVER 5' LENGTH.

CONSTRUCT CURB TRANSITION FROM 6" STANDARD CURB TO 12" WIDE4.

MANHOLES TO REMAIN.

ADJUST TO NEW PAVEMENT GRADE ALL EXISTING VALVE BOXES AND3.

SEE SHEET C-112 FOR PAVEMENT MARKING PLAN.2.

CLOSURE MONOLITH SILL PER SUDAS FIGURE 7010.102.

CONSTRUCT CURB RUNOUT FROM 6" HEIGHT TO 0" ADJACENT TO GATE1.

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209+00

WORK LIMITS

FG EL 727.00

TOC EL 727.33

OFF 31.00' RT

STA 10+25.00

R=30'

TOS EL 728.48

OFF 46.78' LT

STA 9+54.60

TOS EL 727.97

OFF 58.62' RT

STA 9+53.73

MATCH EXST SIDEWALK

FG EL 725.00

TOC EL 725.50

OFF 31.00' RT

STA 10+75.00

TOS EL 727.50

OFF 40.41' LT

STA 10+15.20

TOS EL 728.01

OFF 38.45' LT

STA 9+81.14

TOS EL 728.09

OFF 40.35' LT

STA 9+74.22

TOS EL 728.29

OFF 44.23' LT

STA 9+65.86

TOS EL 728.49

OFF 47.07' LT

STA 9+48.74

MATCH EXST SIDEWALK

TOS EL 727.66

OFF 38.53' LT

STA 10+08.20

TOS EL 726.93

OFF 46.07' LT

STA 10+25.00

FG EL 727.58

TOC EL 727.91

OFF 31.00' RT

STA 10+10.00

FG EL 725.65

TOC EL 726.15

OFF 31.00' RT

STA 10+50.00

FG EL 727.31

TOC EL 727.81

OFF 31.00' RT

STA 9+75.00

FG EL 727.41

TOC EL 727.91

OFF 31.00' RT

STA 9+68.02

FG EL 725.02

OFF 38.23' LT

STA 11+50.00

EXST PVMT

MATCH

FG EL 725.64

OFF 0.00' LT

STA 11+67.13

EXST PVMT

MATCH

TOS EL 728.21

OFF 36.95' LT

STA 9+64.81

R=14'

FG EL 725.57

TOC EL 726.07

OFF 39.85' LT

STA 10+50.00

FG EL 726.10

TOC EL 726.60

OFF 38.83' LT

STA 10+29.76

FG EL 726.92

TOC EL 727.42

OFF 32.76' LT

STA 10+23.69

FG EL 727.58

TOC EL 728.08

OFF 31.00' LT

STA 10+10.00

FG EL 727.48

TOC EL 727.98

OFF 31.00' LT

STA 9+75.00

FG EL 727.75

TOC EL 727.75

OFF 31.00' RT

STA 9+91.50

FG EL 725.76

OFF 0.00' LT

STA 10+75.00

FG EL 728.40

OFF 0.00' LT

STA 9+45.50

MATCH EXST PVMT

FG EL 727.84

TOC EL 728.34

OFF 39.75' LT

STA 9+53.73

BEGIN CURB

R=4'

R=6'

FG EL 727.67

TOC EL 728.17

OFF 40.89' RT

STA 9+56.81

R=6'

FG EL 727.48

TOC EL 727.98

OFF 32.77' RT

STA 9+64.01

R=4' R=20'

R=6'

FG EL 727.57

TOC EL 728.07

OFF 31.00' LT

STA 9+67.91

FG EL 727.64

TOC EL 728.14

OFF 32.80' LT

STA 9+63.32

FG EL 727.79

TOC EL 728.29

OFF 38.62' LT

STA 9+56.88

TOS EL 725.33

OFF 21.73' LT

STA 10+75.00

MATCH EXST PVMT

TOS EL 725.11

OFF 22.08' LT

STA 11+00.00

MATCH EXST PVMT

FG EL 724.94

OFF 38.06' LT

STA 11+31.78

EXST PVMT

MATCH

TOS EL 725.61

OFF 36.85' LT

STA 10+50.06

MATCH EXST PVMT

TOS EL 725.87

OFF 21.25' LT

STA 10+50.13

MATCH EXST PVMT

FG EL 726.76

TOC EL 727.26

OFF 34.07' LT

STA 10+25.00

TOS EL 727.50

OFF 58.27' RT

STA 9+75.69

SIDEWALK

MATCH EXST

TOS EL 727.40

OFF 63.99' RT

STA 9+75.71

SIDEWALK

MATCH EXST

TOS EL 726.94

OFF 63.66' RT

STA 10+05.33

SIDEWALK

MATCH EXST

TOS EL 726.46

OFF 63.39' RT

STA 10+29.40

SIDEWALK

MATCH EXST

TOS EL 725.79

OFF 49.00' RT

STA 10+50.00

SIDEWALK

MATCH EXST

TOS EL 726.19

OFF 49.00' RT

STA 10+29.40

SIDEWALK

MATCH EXST

FG EL 725.46

OFF 0.00' LT

STA 11+00.00

TOS EL 725.24

OFF 22.21' LT

STA 11+31.83

MATCH EXST PVMT

FG EL 725.4+/-

OFF 39.72' RT

STA 11+50.00

EXST PVMT

MATCH

FG EL 725.3+/-

OFF 39.70' RT

STA 11+67.04

EXST PVMT

MATCH

TOS EL 726.18

OFF 46.91' LT

STA 10+50.01

SIDEWALK

MATCH EXST

R=12'

TOS EL 726.32

OFF 54.07' LT

STA 10+49.98

SIDEWALK

MATCH EXST

TOS EL 726.42

OFF 54.00' LT

STA 10+43.10

FG EL 727.29

TOC EL 727.79

OFF 31.00' LT

STA 10+19.50

TOS EL 726.51

OFF 51.72' LT

STA 10+34.79

FG EL 727.70

TOC EL 728.20

OFF 41.81' RT

STA 9+53.93

BEGIN CURB

FG EL 727.75

TOC EL 727.75

OFF 31.00' LT

STA 10+04.50

R=4'

TOS EL 725.20

OFF 22.18' LT

STA 11+25.00

MATCH EXST PVMT

FG EL 728.32

OFF 0.00' LT

STA 9+50.00

ED JOINT

FG EL 727.69

OFF 0.00' LT

STA 10+10.00

FG EL 725.29

TOC EL 725.79

OFF 39.85' LT

STA 10+59.97

CURB & GUTTER

MATCH EXST

KT-2 JOINT

FG EL 727.37

OFF 0.00' LT

STA 10+25.00

EXPANSION JOINT

FG EL 727.89

OFF 0.00' LT

STA 9+75.00

FG EL 727.75

OFF 0.00' LT

STA 9+91.50

EXPANSION JOINT

FG EL 727.75

TOC EL 727.75

OFF 31.00' LT

STA 9+91.50

FG EL 727.75

OFF 0.00' LT

STA 10+04.50

FG EL 727.75

OFF 0.00' LT

STA 10+00.00

FG EL 726.41

OFF 0.00' LT

STA 10+50.00

FG EL 725.53

OFF 0.00' LT

STA 11+25.00

FG EL 725.71

OFF 0.00' LT

STA 11+50.00

KS-1 JOINT

FG EL 725.90

TOC EL 726.40

OFF 39.85' LT

STA 10+32.59

FG EL 725.01+/-

OFF 39.73' RT

STA 11+38.17

EXST PVMT

MATCH

TOS EL 725.31

OFF 26.00' RT

STA 11+38.32

MATCH EXST PVMT

TS EL 724.99

OFF 26.00' RT

STA 11+00.00

MATCH EXST PVMT

TS EL 725.17

OFF 26.00' RT

STA 11+25.00

MATCH EXST PVMT

TS EL 725.15

OFF 26.00' RT

STA 10+82.29

MATCH EXST PVMT

FG EL 724.82

TOC EL 725.32

OFF 31.00' RT

STA 10+82.31

MATCH EXST CURB

TOS EL 725.53

OFF 47.67' RT

STA 10+63.06

SIDEWALK

MATCH EXST

TOS EL 725.21

OFF 47.56' RT

STA 10+82.29

SIDEWALK

MATCH EXST

FG EL 727.90

OFF 40.56' RT

STA 9+25.00

EXST PVMT

FG EL 727.76

OFF 41.23' RT

STA 9+44.31

MATCH EXST PVMT

FG EL 728.57

OFF 0.00' LT

STA 9+25.00

EXST PVMT

FG EL 727.88

OFF 39.39' LT

STA 9+25.00

EXST PVMT

FG EL 727.85

OFF 38.61' LT

STA 9+46.89

MATCH EXST PVMT

FG EL 727.83

OFF 0.00' LT

STA 9+82.70

FG EL 725.75

OFF 0.00' LT

STA 11+55.00

FG EL 727.59

OFF 0.00' LT

STA 10+19.50

FG EL 727.29

TOC EL 727.62

OFF 31.00' RT

STA 10+19.50

FG EL 725.2+/-

OFF 38.28' LT

STA 11+67.21

EXST PVMT

MATCH

TOS EL 728.24

OFF 41.69' RT

STA 9+53.42

MATCH EXST SIDEWALK

FLOODWALL BASELINE

FLOODWALL BASELINE

ROADWAY CENTERLINE

®of Engineers

US Army Corps of Engineers

US Army Corps

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:5 a u to u s e rn a m e

-A

P R -2

A1

SCALE: 1" = 10'

PROTECTED SIDE

FLOOD SIDE

10' 20'0

ROADWAY PLAN

.0

.0

1ST AVE E

E D J

O

IN

T C J

O

IN

T

T Y

P

B JOINT (TYP)

C J

O

IN

T

T Y

P

B JOINT (TYP)

J O

IN

T

E D

E D J

O

IN

T

KS-1 JOINT

E D J

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IN

T

L-2 JOINT

L-2 JOINT

R D J

O

IN

T

C D J

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IN

T

T Y

P

C D J

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IN

T

T Y

P

BT-3 JOINT

R D J

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IN

T

.5

.4

.3

.9

.2

.4

.5

.5

.9

.5

.4

.4

.8

%2 .5

.7

.8

L-2 JOINT

L-2 JOINT

BT-3 JOINT

R D J

O

IN

T

BT-3 JOINT

BT-3 JOINT

B T -3 J

O

IN

T

MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.4.

EXISTING FEATURES.

CONTRACTOR TO VERIFY TIE-IN ELEVATIONS WHERE MATCHING3.

BOXOUTS.

SEE SUDAS FIGURE 6010.514 FOR JOINTING DETAILS AT STORM SEWER3.

SEE SUDAS FIGURE 7010.101 FOR CONCRETE PAVEMENT JOINT DETAILS.2.

OTHERWISE NOTED.

ALL ELEVATIONS LISTED ARE BACK OF CURB OR FORM GRADE UNLESS1.

R

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A S S

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VOL 215

GENERAL SHEET NOTES:

ABUTMENT FACE

1/2"x67.25"x9'-11 1/2"

DIAPHRAGM PLATE (TYP)

CENTERLINE

SMOOTH CASTER

FLANGE PLATE

EDGE OF

SEAL

1/2"x66"x82' (FCM)

GIRDER WEB PLATE

1.25"x12"x82' (FCM)

FLANGE PL (TYP)

1/2"x66"x82' (FCM)

GIRDER WEB PLATE

7"4'-2 1/2 "11"

5'-8 1/2 "

5'-6"

PLATE

3/8" SKIN

3 1/2 CLR

3/4"x10"x9'-11 1/2"

DIAPHRAGM FLANGE (TYP)

1/2"x8"x9'-11 1/2"

STIFFENER PLATE (TYP)

24" x 26" SEE DETAIL A5

CONCRETE BALLAST

DIAPHRAGM

FLANGE

GIRDER

GIRDER

CENTERLINE

TOP OF SILL

STIFFENER

BEARING

1'-4"1'-4"

2'-8"

1/2" WEB PL.

#4 (TYP)

3/4" CHAMFER (TYP)

#4 (TYP)

1/4" RUBBER PAD

THREADED ROD

HOLE FOR 3/4" DIA.

CENTERLINE 1" DIA.

1'-6"

CONCRETE BALLAST

DIAPHRAGM

DIAPHRAGMSKIN PL

3 1/2 "

DIAPHRAGM

DIAPHRAGMSKIN PL.

ABUTMENT

FACE OF

(SEE SHEET S-505)

TRACK SUPPORT

SMOOTH CASTER

CENTERLINE

AND GIRDER FLANGE

GROOVED CASTER

CENTERLINE

FOR LOCATIONS

ASSEMBLY, (SEE SHEET S-201)

10" DIA. SMOOTH CASTER

(SEE SHEET S-511)

CASTER PL. A

(SEE SHEET S-511)

CASTER PL. B

ASSEMBLY (SEE SHEET S-511)

EACH SMOOTH CASTER

4 - 5/8" DIA.x3 1/4" BOLTS, ASSEMBLY (SEE SHEET S-511)

EACH GROOVED CASTER

WITH PLATE WASHERS

4 - 5/8" DIA.x3 1/4" BOLTS, 1/2" STIFFENER PL.

1/2" PL.

EL. 727.75

TOP OF SILL

FOR LOCATIONS

ASSEMBLY, (SEE SHEET S-201)

10" DIA. GROOVED CASTER

" 2

12"

24"

4 SPACES AT 7" = 2'-4"2" 2"

3/8" SKIN PL.

1.25" FLANGE PL.

1/2" STIFFENER PL.

1.25"x20"x82'

FLANGE PL

1.25"x18"x82' (FCM)

FLANGE PL

/2

/2

BEARING BAR

CENTERLINE

AND DIAPHRAGM

GROOVED CASTER

CENTERLINE

9"

9"

8"

PL

STIFFENER

#4 STIRUP

1 1/2 "

8"

/2

#4 STIRUP

(SEE NOTE)

CASTER GREASE FITTING

(SEE NOTE)

FITTING

CASTER GREASE

®of Engineers

US Army Corps of Engineers

US Army Corps

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CENTERLINE

BOTTOM GIRDER

CENTERLINE

TOP GIRDER

0 2' 4'1'

SECTION

SCALE: 1/2" = 1'-0" 0 1' 2'6" 0 1' 2'6"

A9

1' 2'0 6"SCALE: 1 1/2" = 1'-0"

DETAIL

1' 2'0 6"A5

BALLAST DETAILS

SCALE: 1 1/2" = 1'-0"

1' 2'0 6"A1

CASTER DETAILS

SCALE: 1 1/2" = 1'-0"

1/4

1/4

1/4

1/4

1/4

1/4

5/16

5/16

FLANGE (TYP)

SKIN PL. TO

FRONT VIEW

SMOOTH CASTERS GROOVED CASTERS

(14 LOCATIONS) (2 LOCATIONS)

ACCESSIBLE FROM THE FLOOD SIDE OF THE ROLLING GATE.

SHALL BE INSTALLED WITH THE GREASE FITTINGS

ALL CASTERS, BOTH SMOOTH AND GROOVED,

NOTE:

S-503

E1

FABRICATION OF GIRDER MEMBERS SHALL USE ONLY CJP WELDS.1.

GENERAL SHEET NOTES

D8

D4

6'-0"

S-502

A1

5'-7 1/4"

(T

Y P

A9

A1

D8

SECTION

SCALE: 1" = 1'-0"

D4

PART ELEVATION AT GROOVED CASTERS

SCALE: 1" = 1'-0"

(TYP)

FLANGE

PL.TO

SKIN

S-201

G4

AND STIFFENER CONNECTION AT TOP GIRDER SIMILAR.

BOTTOM GIRDER, DIAPHRAGM CONNECTIONS

SECTION SHOWN FOR THE STIFFENER AT

NOTE:

Y D

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AMDT 0002

C GATE LATCH

C FLOODWALL

BETWEEN MONOLITHS

EXPANSION JOINT

ABUTMENT NO. 1

C VERTICAL SEAL PL.

C GATE LATCH

ABUTMENT NO. 2

PROTECTION

ROAD NOTCH WITH

CASTER

C SMOOTH

ANCHOR ROD (TYP.)

9/16" DIA. HOLE FOR 1/2" DIA.

3'-6"

11" 24 SPACES @ 3' = 72'

GATE TRACK

GATE TRACK

28 SPACES @ 3' = 84'

74'-0"

C SMOOTH CASTER

ROAD NOTCH WITH PROTECTION

C GROOVED CASTER

4'-5"84'-7"

6"

2 1/2 "

11"

/2

9"1'-2"

1'- 7/8 "

6 3/8 "4"

3/4 "

8 1/4 "

5"

4"

8"

9 1/8 "

1'-0"

ABUTMENT FACE

CASTER

C SMOOTH

CASTER

C SMOOTH

C GROOVED CASTER

1/2" PL.

3/4" PL.

1 5/8" PL.

1/2" PL.

SILL POUR

1/2"x3"x8" PL. (TYP.)

JOINT EL. 724.75

CONSTRUCTION

POUR

FOOTING

THREADED RODS

9/16" DIA. HOLE FOR

3/4" PL.

10"

8"

4 3/4"

8"

4 1/4 "

1 7/8 "

SILL POUR

1/2"x3"x8" PL. (TYP.)

JOINT EL. 724.75

CONSTRUCTION

2 1/8"2 1/8"

C GROOVED CASTERS

L2x2x3/81 5/8" PL.

3/4" PL.3/8" PL.

1/16" RAD.

CORNER

ROUND

/8

/8

2"

/4

/2

3 3/4"

1 7/8 "

4 1/4 "

(TYP.)

6"

SEAL PL.

C VERTICAL

TOP OF SILL

STUDS SPA. AT 6"

HEADED

C 2 1/2" DIA.x4"

THREADED RODS

FOR 1/2" DIA.

C 9/16" DIA. HOLE

C GATE LATCH C VERTICAL SEAL PL.

/8

GATE STOP

PEDESTAL

WINCH

PEDESTAL

WINCH

1'-6" 6" 8 7/8 "

ALIGNMENT

C FLOODWALL

ABUTMENTS ONLY)

(BETWEEN

PROTECTION

CORNER

STUD @12" O.C. (TYP.)

5" LONG NELSON

L5x5x1/2 W/1/2" DIA.

3/4" PL.

1/2" PL.

3/4" PL.

5"9"

3/4" PL.

1/2" PL.

1/2" PL.

1 7/8" 1 7/8"4 1/4"

CONCRETE

TOP OF

GATE TRACK (EL. 727.75)

BELOW TOP OF

REGION TO BE 1/2"

CONCRETE IN THIS

8"

7'-0"

6 3/8"4'-2 1/2"1'-2 7/8"

1 1/2 "

CONCRETE

TOP OF

/8

/4

STOP

GATE

/8

/2

WATERSTOP

TWO BULB

(TYP.) (M2154 ONLY)

CORNER PROTECTION

(TYP.) (M2154 ONLY)

ROADWAY NOTCH

NUTS AND WASHERS (TYP.)

THREADED ROD WITH 4 HEX

1/2" DIA., 3'-3" LONG

REFER TO TRACK PLAN (THIS SHEET)

TOP OF CONCRETE VARIES

GRATE TRACK (EL. 727.75)

TO BE 1/2" BELOW TOP OF

CONCRETE (M2151,M2152,M2153)

STORAGE MONOLITH SILL

WASHERS (TYP.)

4 HEX NUTS AND

THREADED ROD WITH

1/2" DIA., 3'-3" LONG

®of Engineers

US Army Corps of Engineers

US Army Corps

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A5

E9

GENERAL SHEET NOTES

ROLLER GATE TRACK PLAN

L

L

L L L

L

L

LL

L L

L

1/4

1/4

ROLLER GATE TRACK SECTION

L

3/16

(TYP.)

USE CJP WELDS FOR TRACK FABRICATION UNLESS NOTED OTHERWISE.1.

C9

A8

SCALE: 1/2" - 1'-0"

SCALE: 1" = 1'-0"

A1

SCALE: 6" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

DETAIL

SCALE: 6" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

DETAIL 2

L

L

L

CJP

CJP

L

C9

A8A8

A5

A1

0 2' 4'1'

0 1' 2'6" 0 1' 2'6"

3"0 6"1-1/2"

3"0 6"1-1/2"

6"0 3" 1'

E9

R

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A W

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S-505

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IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B5CEDRPD1806-1ST_AVE-C-102_AMND01.dgn, Default

B5CEDRPD1806-1ST_AVE-C-111_AMND01.dgn, Default

B5CEDRPD1806-1ST_AVE-C-102_AMDT002.dgn, Default

B5CEDRPD1806-1ST_AVE-C-111_AMDT002.dgn, Default

B5CEDRPD1806-1ST_AVE-C-111_AMDT002.dgn, Default