Attachment J-2 Plan Set Updated_AMND-2026-06-04-VOL117_0003.pdf

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600'0 300'

FROM/TO CEDAR LAKE TRAIL.

USE 10TH STREET AND CEMAR TRAIL FOR DETOUR

NB/SB PEDESTRIAN AND BICYCLIST:A.

GENERAL SHEET NOTES

T R

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CONTROL OPERATIONS FROM ADJACENT PROJECTS.

ANTICIPATED THAT VOLUME 117 WORK WILL DISRUPT OTHER TRAFFIC

OPERATIONS, DETOURS, ETC. SHOWN ARE CURRENTLY IN PLACE. IT IS NOT

10. PLAN SHEET INCLUDED FOR INFORMATION ONLY. TRAFFIC CONTROL

TO 10TH STREET CONSTRUCTION.

REMOVE TRAIL DETOUR AND RESTORE TRAFFIC TO CEDAR LAKE TRAIL PRIOR 9.

CEDAR LAKE TRAIL DETOUR.8.

DETOUR SIGNAGE AT INTERSECTIONS.

SEE SHEET CP106 FOR 10TH STREET CLOSURE PLAN AND CP107 FOR TRAIL 7.

CONSTRUCTION.

INSTALL TRAIL DETOUR SIGNAGE AND BARRIERS PRIOR TO STARTING 6.

MAINTAIN AND RESTORE ROADWAYS TO PRE-CONSTRUCTION CONDITION.5.

BIKE OR PEDESTRIAN LANE.

CURB OR TEMPORARY BARRIER ON DETOUR ROUTES WITH NO ESTABLISHED

SEPARATE PEDESTRIAN AND BICYCLE TRAFFIC FROM VEHICLE TRAFFIC BY 4.

PRIOR TO DATE OF CLOSURE.

OFFICER. OBTAIN APPROVAL FOR TEMPORARY CLOSURES AT LEAST 7 DAYS

EXCEPTION OF TEMPORARY CLOSURES AUTHORIZED BY THE CONTRACTING

OPEN TO TRAFFIC FOR THE DURATION OF THE CONTRACT, WITH THE

SHAVER ROAD, CEDAR LAKE TRAIL DETOUR, AND DRIVEWAYS ARE TO REMAIN 3.

LEVEE TRAILS ARE OPEN TO PEDESTRIAN AND BIKE TRAFFIC.

10TH STREET WILL BE CLOSED AND USED AS A TRAIL DETOUR UNTIL THE 2.

CONTRACTING OFFICER APPROVAL PRIOR TO STARTING CONSTRUCTION.

VERSIONS OF CITY OF CEDAR RAPIDS AND MUTCD STANDARDS FOR

DESIGN AND SUBMIT A TRAFFIC CONTROL PLAN FOLLOWING CURRENT 1.

SOLICITATION

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CONTROL LINE DATA - 10TH STREET

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PERMANENT PIEZOMETER LOCATIONS

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CONTROL POINTS

PUMP STATION

SCALE: NTS

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RIPRAP ELEVATIONS

TOP OF MCLOUD RUN CHANNEL

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SEE SHEET VF101 FOR PROJECT SURVEY CONTROL.1.

GENERAL SHEET NOTES

INSTALL 3 BOLLARDS AROUND RIVERSIDE AND LANDSIDE PIEZOMETERS AT 152+50 AND 157+00 PER DETAIL A8 ON CF5054.

APPROXIMATE ELEVATION 724.5 FEET

PZ-3, PZ-6, PZ-9, AND PZ-12: 2 FEET ABOVE SURFACE OF POLLINATORS AREA PLANTING MEDIA ATb.

APPROXIMATE ELEVATION 724 FEET

PZ-1, PZ-4, PZ-7, PZ-10, PZ-13, PZ-15, PZ-16 AND PZ-18: 2 FEET ABOVE SURFACE OF RIPRAP ATa.

INSTALL PIEZOMETERS WITH STICKUP COMPLETION TO THE FOLLOWING TOP OF PROTECTIVE CASING ELEVATIONS3.

OF THE LEVEE AT STATIONS 132+00, 137+00, 142+00, AND 147+00 IN THE POLLINATORS AREA.

RIPRAP COVERED SLOPE BETWEEN THE TRAIL AND THE EDGE OF THE LAKE. INSTALL PIEZOMETERS ON THE RIVERWARD (WEST) SIDE

INSTALL PIEZOMETERS ON THE CEDAR LAKE (EAST) SIDE OF THE LEVEE AT STATIONS 132+00, 137+00, 142+00, AND 147+00 ON THE 2.

INSTALL PIEZOMETERS AFTER LEVEE EMBANKMENT IS COMPLETE.1.

NOTE:

TOP OF SHEET PILE ELEVATION IS 722 FEET.1.

NOTE:

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OR BEDROCK, WHICHEVER OCCURS FIRST1

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VAULT WALL EL. 732.00

TOP OF CONCRETE CAST-IN-PLACE

NOTE: FIELD VERIFY LOCATION OF EXISTING WATERMAIN.

2'-0" (+/-)

TOP OF FLOODWALL EL. 741.10

CONNECT TO EXISTING WATER MAIN VAULT

REMOVE UNREINFORCED BLOCKOUT AND

EXISTING COLD CONSTRUCTION JOINT (TYP. 4 SIDES)

WATERMAIN

EXISTING

CONCRETE VAULT WALL

EXISTING 1'-3" CAST-IN-PLACE

PIPE SUPPORT (TYP.)

EXISTING CONCRETE

TO EXISTING WATERMAIN

REMOVE PLUG AND TIE

COARSE AGGREGATE

FILLED WITH COMPACTED

EXISTING WATERMAIN VAULT

EXISTING REMOVABLE SLABSSEE SHEET SS303 DETAIL A6

FILLED WATER MAIN VAULT

(DESIGNED BY OTHERS) SEE VOL 120

EXISTING PEPSI CO/QUAKER FLOODWALL

CU104

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REMOVED

WATER MAIN TO BE

EXISTING 36"

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NORTH CONNECTION - PROFILE

BELOW GRADE AND BACKFILLED.

EQUIPMENT TO BE REMOVED AND LINE TO BE PLUGGED

FOR 36" DIA. MAIN. UPON COMPLETION, FLUSHING

OR AS APPROVED BY THE CITY PER SUDAS SECTION 5930

OTHER METHOD TO PROVIDE FLUSHING VELOCITY OF 3 FPS

AND DISINFECTION OF NEW 36" DI MAIN. FIRE HYDRANT OR

CONNECTION POINT FOR TEMPORARY FLUSHING, BLOW-OFF,

SEE CU502

36" DIA WATER MAIN

HOT TAP EXISTING

SUBDRAIN IN VOL115A.

PIPE. MAINTAIN A 10' MIN. SEPARATION FROM 18"

CONCRETE THRUST BLOCK TO SUPPORT END OF

RELOCATED 36" WATER MAIN

CONCRETE THRUST BLOCK

WATER MAIN

EXISTING 36"

36" DIA 45° BEND

36" DIA 45° BEND

36" DIA 22.5° BEND

36" DIA 22.5° BEND

EL. 727.5

CL 36" WATER MAIN

FOOTING

FLOOD WALL

THRU WALL

36" DIP SLEEVE

FLOOD WALL

FINISH GRADE

EXISTING GRADE

PLACEMENT OF PERMANENT LINE PLUG.

FOR PLACEMENT OF LINE STOP SEE CU502 FOR

INSTALL HOT TAP AND PLUG ON EXISTING 36" DIP

THROUGH WALL DETAIL.

SS307 FOR PIPE PENETRATION

THROUGH VAULT WALL. SEE SHEET

OF VAULT WALL PENETRATION

PROVIDE PIPE JOINT ON EACH SIDE

SEE SHEET SS302 DETAIL A6

TOP OF CONCRETE EL 732.0

FILLED WATER MAIN VAULT

SCALE: 1" = 10'

SCALE: 1" = 10'

36" X 12" TEE

36" X 36" TAPPING SLEEVE

36" TAPPING GATE VALVE AND

36" X 12" TEE

36" X 36" TAPPING SLEEVE

36" TAPPING GATE VALVE AND

36" DIA 22.5° BEND

36" DIA 45° BEND 36" DIA 22.5° BEND

36" DIA 45° BEND

PRIOR TO CLSM FILLING ABANDONMENT.

RELOCATED 36" WATER MAIN IS IN SERVICE,

REMOVE 36" MAIN AND PROTECTION AFTER

ENCASEMENT DETAIL C4 ON SHEET CF505.

RESTRAINING DETAILS ON SHEET CU506 AND

CONCRETE ENCASE 60 LINEAR FEET. SEE

RESTRAINT AT ALL EXPOSED JOINTS AND

EXCAVATE EXISTING 36" MAIN. PROVIDE JOINT

JOINT COUPLING

36" RESTRAINED

SOUTH CONNECTION - PROFILE

SCALE: 1" = 10'

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36" RESTRAINED JOINT COUPLING

SEE SHEET CG101

WITH CLSM ENCASEMENT,

18" RCP STORM SEWER

SEE SHEET CG101

WITH CLSM ENCASEMENT,

18" RCP STORM SEWER

ENCASEMENT.

AND STORM SEWER

WATER MAIN ENCASEMENT

BOND BREAKER BETWEEN

CLSM ENCASEMENT. USE

CLSM ENCASEMENT

BLOCK

THRUST

CONC.

SEE CU101 OF VOL115A

0.10% SLOPE

18" SUBDRAIN NON-PERFORATED

TESTING

FOR USE DURING FLUSHING AND

WITHIN THE VAULT PER SUDAS,

PROVIDE AIR RELEASE VALVE

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6.86' 5.48' 10.8' 40.45' 12.03' 10'4.52'

5,418,016.95 E

3,464,079.28 N

23+00.00 STA

POB

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CL OF PIPE EL. 727.50

TOP OF FOOTING EL. 724.00

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CONSTRUCT EXPANSION JOINT WITH 1/2-INCH JOINT FILLER AND SEALANT.

ABUT THE VERTICAL WALLS OF THE NEW VAULT TO THE EXISTING VAULT.9.

DETERMINE JOINT LOCATIONS AND THE LOCATION FOR THE LINE STOP.

SHALL PERFORM EXPLORATION ON THE EXISTING WATER MAIN TO

PRIOR TO STARTING ANY WORK RELATED TO LINE STOP, THE CONTRACTOR 8.

IMPACT EXISTING OR FUTURE CONSTRUCTION ACTIVITIES.

THRUST BLOCK RESTRAINT SIZE AND WORK AREA NEEDED SO AS NOT TO

CONTRACTOR TO PROVIDE SUBMITTAL OF DESIGN FOR LINE STOP WITH 7.

REGARDING SCHEDULING.

VALVES ON THE 36" WATER MAIN. CONTRACTOR TO COORDINATE WITH CITY

CITY OF CEDAR RAPIDS WATER DEPARTMENT TO OPERATE THE WATER 6.

DURING CONSTRUCTION PER SPECIFICATION.

CONTRACTOR TO PROVIDE VIBRATION MONITORING FOR 36" WATER MAIN 5.

WITH TRACER WIRE THE ENTIRE LENGTH OF THE NEW WATER MAIN.

ALL DIP SHALL BE INSTALLED WITH NITRILE GASKETS AND SHALL BE FITTED 4.

ALL DIP SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE ENCASEMENT.3.

BLOCKING SHALL BE PROVIDED FOR PIPING OUTSIDE OF VAULT.

ALL DIP AND FITTINGS SHALL BE RESTRAINED JOINT (RJ). CONCRETE THRUST 2.

COMPLETED AND CLSM FILL.

ABANDON EXISTING WATER MAIN AFTER NEW WATERMAIN HAS BEEN 1.

GENERAL SHEET NOTES

10' 20'0

10' 20'0

NOTE: FIELD VERIFY LOCATION OF EXISTING WATERMAIN.

NOTE: FIELD VERIFY LOCATION OF EXISTING WATERMAIN.

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SOLICITATION

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1"

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7 EQ TOTALS 25'-7 1/2 "*

3'-0"

3" TYP

31'-1 1/2 " REPEATING PATTERN*

26'-1 1/2 "* 1'-0"

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2'-10"

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1 1/2"

CF504

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COLUMN CAP DETAIL - MONOLITH M1026

SCALE: 1 1/2" = 1'

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MONOLITHIC JOINT DETAIL

A1

PANEL JOINT DETAIL

C3

PROFILE JOINT DETAIL

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FLOODWALL AESTHETICS - STA 161+06.48 TO STA 161+24.73

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VOL 117

"6

1 1/2 " PANEL JT. TYP.

FINISHED GRADE

PROFILE JOINT TYP.

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TOP OF WALL

EL 741.10'

SEE NOTE 5

FORMLINER NO PAINT

EXPOSED AGGREGATE

SEE NOTE 3

PAINT TYPE 2

CONCRETE

CSC3 FINISH

TYPICAL

PAINT TYPE 1

COLUMNS

SEE NOTE 3

OR GRANITE CAP

PRECAST CONCRETE

NOTE:

1. PRECASTER MAY SUBMIT ALTERNATE CONNECTION

FOR APPROVAL.

EASE OF CAP PLACEMENT.

LARGE HOLE DIAMETERS FOR

FILL HOLES W/ GROUT.

STEEL THREADED RODS.

IN CAP W/ (2) 3/4" DIA STAINLESS

(2) 2" DIA x 6" HOLES CENTERED

COLUMN

CAST-IN-PLACE

WALL

CAST-IN-PLACE

SEE PLANS

EXPANSION JOINT

DRIP EDGE

LEVELING BED

1/4" MAX. GROUT

PI STA. 161+24.73

CAST-IN-PLACE WALL

CONCRETE CAP ANCHORS

PRECAST CONCRETE CAP

CL FLOODWALL

PAINTED FACE

FORM LINER OR SEALANT

NOTE 1

JOINT FILLER

1/2" PREFORMED

NOTES:

1. COLOR TO CLOSELY MATCH

ADJACENT CONCRETE.

1" CHAMFER

PAINTED FACE

FORM LINER OR

EACH SIDE

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GENERAL SHEET NOTES

DARK GRAY - KEIM CONCRETAL W. 18166 GRAPHITE

PAINT TYPE 2 COLOR - BASE AND COLUMN TOPS:

TAN - KEIM CONCRETAL W. COLOR 22178

PAINT TYPE 1 COLOR - COLUMNS:11.

BELOW GRADE: ACI 347 CONCRETE SURFACE CATEGORY 1 (CSC1).10.2

(CSC3).

EXPOSED ABOVE GRADE: ACI 347 CONCRETE SURFACE CATEGORY 3 10.1

PRESSURE WASH TO REMOVE LAITANCE.

CONCRETE FINISH: FORMLINER: PER MANUFACTURER RECOMMENDATION. 10.

FEET.

FINISH CSC3 SHALL BE PROVIDED WHERE EXPOSED HEIGHT IS LESS THAN 3

EXTEND PATTERN UNTIL EXPOSED HEIGHT IS 3 FEET OR LESS. CONCRETE 9.

TYPE 2 COLOR. SEE SPECIFICATION SECTION 03 41 00.

EDWARDS CAST STONE COLOR #55-022 AND PAINTED ON SITE WITH PAINT

PRECAST CONCRETE CAP SHALL BE INTEGRALLY COLORED CONCRETE 8.

FOOTING CONCRETE.

ALL VISIBLE PORTIONS OF WALL (WALL STEMS). NO COLOR ADDED TO

CONCRETE SHALL BE INTEGRALLY COLORED CONCRETE, SOLOMON 920, FOR 7.

DIMENSION AT PI MONOLITHS ON FLOOD SIDE AND PROTECTED SIDE.

PATTERN LAYOUT BASED ON CENTERLINE OF WALL STEM. ADJUST 6.

EXPOSED AGGREGATE OR EQUAL.

EXPOSED AGGREGATE FORMLINER SHALL BE FITZGERALD STYLE 16981 5.

POWER WASH ALL PAINT AREAS AS REQUIRED BEFORE APPLICATION.4.

SOL-SILICATE CONCRETE PAINT SHALL BE KEIM CONCRETAL W.3.

SPECIFICATION.

MOCK-UP APPROVAL REQUIRED PRIOR TO WALL CONSTRUCTION, SEE 2.

DRAWINGS AND SHALL SUBMIT FOR REVIEW. SEE SPECIFICATIONS.

SIDE OF WALL. CONTRACTOR TO DEVELOP PATTERN DETAILED SHOP

ARCHITECTURAL TREATMENT IS REQUIRED ON FLOOD SIDE AND PROTECTED 1.

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18" AGGREGATE

SUBGRADE SECTION 32 11 23

GEOGRID PER SPECIFICATION

ELEVATION 731.00

18" AGGREGATE

SUBGRADE SECTION 32 11 23

GEOGRID PER SPECIFICATION

ELEVATION 731.00

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JOINT FILLER

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JOINT FILLER

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8'-0" 8'-0"

FLOODWALL

SOUTH RAIL YARD

FOUNDATION

ITC POWER POLE

EXISTING 9' DIAMETER

7'-0"

TO ALLOW FUTURE REMOVAL OF ENCASEMENT.

BETWEEN ENCASEMENT AND WALL FOOTING CONCRETE

SEE CU506 FOR RESTRAINT DETAIL. USE BOND BREAKER

JOINTS, THEN ENCASE THE 60' LENGTH IN CONCRETE.

PIPE) AND INSTALL JOINT RESTRAINTS AT ALL EXPOSED

EXPOSE MAIN 30' IN BOTH DIRECTIONS (ALONG AXIS OF

MAIN TO BE ABANDONED.

EXISTING 36" WATER

19'-1 9/16"

'-2 /2 "11'-2 1/2"

OFFSET 13.09' LT

STA. 170+30.21

OFFSET 5.16'' LT

STA. 170+22.29OFFSET 5.16'' LT

STA. 170+03.15

OFFSET 13.09' LT

STA. 169+95.23

POWER POLE FOUNDATION

EXISTING 9' Ø ITC

SHEET PILING

PZ-40

CENTER LINE

SHORING

135° 13 5°

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DESIGN, SEE SPECIFICATION SECTION 01 53 00 FOR REQUIREMENTS.

PROPOSED SPLASH PAD. CONTRACTOR MAY SUBMIT ALTERNATIVE

AND REMOVE TOP OF SHORING TO 6" BELOW BOTTOM OF

INDICATED IS TO REMAIN IN PLACE AFTER CONSTRUCTION, CUT

SIZE AND EMBEDMENT, ARE SHOWN ON SHEET CF310. SHORING

BY THE CONTRACTOR. MINIMUM CANTILEVER SHEET PILE DESIGN,

SHORING FOR EXCAVATION AND CONSTRUCTION TO BE FURNISHEDNOTE:

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OTHERWISE APPROVED BY THE CONTRACTING OFFICER. SEE SUDAS DETAIL PV-101, TRANSVERSE CONTRACTION JOINT 'C'.

PRIOR TO INITIATING WORK. TRANSVERSE JOINT SPACING SHALL BE 12 FEET MAXIMUM, OR AS

NOTE: CONTRACTOR TO SUBMIT SPLASH PAD JOINTING PLAN TO THE CONTRACTING OFFICER FOR APPROVAL

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PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.

THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE

COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN

OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS.

OPENINGSG7.

SPECIFIED 28-DAY COMPRESSIVE DESIGN STRENGTH.

DO NOT BACKFILL AGAINST WALLS UNTIL GROUND LEVEL CONCRETE FRAMING AND SLAB HAVE REACHED THEIR

STRUCTURE.

CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY AS A COMPLETED

SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE

SAFETYG6.

115 PCFWATER MAIN BACKFILL UNIT WEIGHT (DRY):A.3.

125 PCFSOIL UNIT WEIGHT (SATURATED):A.2.

115 PCFSOIL UNIT WEIGHT (DRY):A.1.

FLOODWALL:A.

SOIL CHARACTERISTICSG5.

DOCUMENTATION REPORT.

THE GEOTECHNICAL DESIGN BASIS FOR THIS PROJECT IS PRESENTED IN APPENDIX D OF THE DESIGN G4.

741.10'TOP OF WALL FLOOD ELEVATION (EXTREME):F.3.

739.43'750-YEAR FLOOD ELEVATION (UNUSUAL):F.2.

721.06'10-YEAR FLOOD ELEVATION (USUAL):F.1.

FLOOD CRITERIA (SOUTH RAILYARD):F.

1.2Ct:THERMAL FACTOR, E.4.

1.1Is:IMPORTANCE FACTOR, E.3.

1.0Ce:EXPOSURE FACTOR, E.2.

30.0 PSFPf:FLAT ROOF SNOW LOAD, E.1.

25.0 PSFPg:GROUND SNOW LOAD, E.1.

SNOW LOAD:E.

0.081SPECTRAL RESPONSE COEFFICIENT, SD1:D.1.5.5.

0.081SPECTRAL RESPONSE COEFFICIENT, SDS:D.1.5.4.

BSEISMIC DESIGN CATEGORY:D.1.5.3.

DSITE CLASS:D.1.5.2.

1.25 RESPONSE MODIFICATION COEFFICIENT, R:D.1.5.1.

STRUCTURE-SPECIFIC DESIGN CRITERIA: D.1.5.

0.051RESPONSE ACCELERATION, S1:SPECTRAL D.1.4.

0.076SPECTRAL RESPONSE ACCELERATION, SS: D.1.3.

1.25IMPORTANCE FACTOR, Ie:D.1.2.

IIRISK CATEGORY:D.1.1.

ABOVE GRADE STRUCTURES AND BELOW GRADE WATER BEARING STRUCTURES:D.1.

SEISMIC:D.

IIIRISK CATEGORY:C.3.

CEXPOSURE:C.2.

120 MPHBASIC WIND SPEED (ULTIMATE):C.1.

WIND:C.

250 PSFCONSTRUCTION (FLOODWALL):B.2.

100 PSFWALKWAYS, STAIRS, GRATING, CHECKERED PLATE:B.1.

LIVE LOAD:B.

ACTUAL TRIBUTARY STRUCTURE WEIGHTA.1.

DEAD LOAD:A.

APPLIES TO ALL STRUCTURES (UNLESS NOTED OTHERWISE)

DESIGN CRITERIAG3.

STRUCTURES

USACE EM 1110-2-2102 - WATERSTOPS AND OTHER PREFORMED JOINT MATERIALS FOR CIVIL WORKS P.

USACE EM 1110-2-1806 - EARTHQUAKE DESIGN AND EVALUATION FOR CIVIL WORKS PROJECTSO.

USACE EM 1110-2-2906 - DESIGN OF PILE FOUNDATIONSN.

USACE EM 1110-2-2502 - RETAINING AND FLOOD WALLSM.

USACE EM 1110-2-2104 - STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURESL.

USACE EM 1110-2-2100 - STABILITY ANALYSIS OF CONCRETE STRUCTURESK.

ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESJ.

ACI 530-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURESI.

AWS D1.5 - BRIDGE WELDING CODEH.

AWS D1.3 - STRUCTURAL WELDING CODE - SHEET METALG.

AWS D1.1 - STRUCTURAL WELDING CODE - STEELF.

ALL LOCAL JURISDICTION AMENDMENTS, SEE CEDAR RAPIDS MUNICIPALITY CODEE.

AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGSD.

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEC.

ACI 350-06 CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURESB.

RAPIDS AND APPLICABLE EDITIONS OF THE CODE REFERENCED STANDARDS.

2018 INTERNATIONAL BUILDING CODE WITH AMENDMENTS FROM CODE OF ORDINANCES OF CEDAR A.

APPLICABLE SPECIFICATIONS AND CODESG2.

WRITING PRIOR TO CONSTRUCTION.

IF THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AND ANSWERED IN

OUT OR NOT, EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS.

THE NOTES ON THIS SHEET ARE TYPICAL AND APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED

SCOPEG1.

GENERAL STRUCTURAL NOTES:

BELOW THE BOTTOM OF BASE SLAB IS REQUIRED FOR MONOLITHS M1026 ONLY.

SPECIFICATION FOR TESTING AND INSTALLATION REQUIREMENTS. A MINIMUM PILE DEPTH OF 37 FEET

H-PILES TO BE DRIVEN TO ACHIEVE THE MINIMUM AXIAL COMPRESSIVE RESISTANCE PROVIDED. SEE P1.

FLOODWALL PILING

CONFORM TO AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.S5.

SPECIFIED TO BE SLIP-CRITICAL. PROVIDE LOAD INDICATING WASHERS AT SLIP-CRITICAL CONNECTIONS.

ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS OTHERWISE S4.

THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS.

WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON MATERIAL S3.

TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO.

ELEVATIONS:S2.

Fy=36 KSIALL OTHER PLATES AND SHAPES:

Fy=50 KSIHP SHAPES:

Fy=46 KSIHSS:

Fy=35 KSIPIPES:

Fy=50 KSIWIDE FLANGES:

Fy=33 KSISTAINLESS STEEL:

DESIGN STRENGTHS:S1.

STEEL

N.P. INDICATES LAP SPLICES ARE NOT PERMITTED.5.

CONTRACTING OFFICER.

UNLESS APPROVED OTHERWISE BYTOGETHER

ALL SPLICES TO BE CONTACT SPLICES AND WIRED4.

THAN OR EQUAL TO 12" OF FRESH CONCRETE CAST BELOW.

"TOP" BARS ARE THOSE HORIZONTAL BARS WITH GREATER3.

VALUES IN THE TABLE BY 1.2.

EPOXY-COATED BARS IN ALL OTHER CONDITIONS, MULTIPLY

DIAMETERS, MULTIPLY VALUES IN THE TABLE BY 1.5. FOR

DIAMETERS OR CLEAR SPACING LESS THAN 6 BAR

EPOXY-COATED BARS WITH CLEAR COVER LESS THAN 3 BAR

VALUES ABOVE ARE BASED ON UNCOATED BARS. FOR2.

ACI 318-14 FOR APPROPRIATE GUIDANCE.

DIAMETERS. IF THESE CONDITIONS ARE NOT MET, REFER TO

CENTER-TO-CENTER SPACING OF AT LEAST 5 BAR

AND CLEAR COVER OF AT LEAST 2 BAR DIAMETERS AND

VALUES ABOVE ARE BASED ON NORMAL-WEIGHT CONCRETE1.

NOTES:

UNCOATED REINFORCING STEEL.

ALL REINFORCING STEEL IN MONOLITH M1001 TO BE EPOXY COATED. ALL OTHER MONOLITHS TO UTILIZE C15.

HOOKS AS SHOWN.

ALL BARS INDICATED AS BEING HOOKED SHALL HAVE AN ACI STANDARD 90 DEGREE OR 180 DEGREE C14.

ALL REINFORCING CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS NOTED OTHERWISE.C13.

CENTERLINE OF SPAN.

CENTERED OVER THE SUPPORTS. SPLICES FOR TOP REINFORCING BARS SHALL BE LOCATED ON

UNLESS OTHERWISE SHOWN, SPLICES FOR BOTTOM REINFORCING BARS IN BEAMS AND SLABS SHALL BE C12.

PER THE ICC EVALUATION REPORT.

ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL

COMPLY WITH CHAPTER 17 OF ACI 318 AND CHAPTER 19 OF THE IBC. ALL EXPANSION AND ADHESIVE

ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS SHALL C11.

JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE.

CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN TO CONTRACTING OFFICER IDENTIFYING C10.

SHALL BE ALLOWED.

ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND OR CUT REINFORCING BARS C9.

DRAWINGS FOR LOCATIONS.

CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER PRESSURE. SEE C8.

CONTRACTING OFFICER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE.

AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE

PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT

ANCHOR BOLTS NOT SPECIFIED ON THE DRAWINGS SHALL BE DESIGNED AND CERTIFIED BY A REGISTERED C7.

FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.C6.

SHOWN ON DRAWINGS.

PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES UNLESS NOTED OTHERWISE. NOT ALL CHAMFERS ARE C5.

DETAILS UNLESS OTHERWISE SHOWN.

OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL

SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING

PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO ACCOMMODATE ALL WORK

REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND C4.

SEE DIVISION 3 CONCRETE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.C3.

SEE DRAWINGS FOR EXCEPTIONS

4"t > 24":

3"t = 13" TO 24":

2"t < 12":

CONCRETE THICKNESS (t):

4"CONCRETE DEPOSITED AGAINST EARTH:

NOTED OTHERWISE:

FOR CAST-IN-PLACE CONCRETE, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS, UNLESS

CONCRETE COVERC2.

fy = 60,000 PSIREINFORCING:

f'c = 4,500 PSI (FLOODWALL) f'c = 4,500 PSIGENERAL USE STRUCTURAL CONCRETE:

CONCRETE (28-DAY COMPRESSIVE STRENGTH)

DESIGN STRENGTHS:C1.

CONCRETE

FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.

SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE SUPPORT PADS AND/OR

RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE PADS AND/OR FRAMING REQUIRED TO SUPPORT

WEIGHTS, VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND

CONTRACTOR TO SUBMIT TO CONTRACTING OFFICER FOR REVIEW ALL EQUIPMENT SIZES, OPERATING

APPROVAL OF CONTRACTING OFFICER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION.

EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE SIMILAR TO THE TYPICAL DETAILS. OBTAIN

THE TYPICAL DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT

TYPICAL DETAILS G8.

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14'-0"

2'-10 1/2 "

5'-9" 1'-3"

4" CL.

9'-6"2'-0"2'-6"

@ MID-HEIGHT

EA. WAY

#6 @ 10" O.C.

BACKFILL (TYP.)

STRUCTURAL SIDE)

FILLER (TYP. EA.

FORMED JOINT

1/2" PRE-

(TYP. EA. FACE)

#6 @ 12" O.C. HORIZ.

HOOKS (TYP. EA. FACE)

VERTICALS W/ STD 90°

#7 @ 10" O.C.

3" CLR. (TYP. @ VAULT WALL)

SS306 FOR DETAILS

@ 14'-0" MAX., SEE

PIPE SUPPORT, SPA.

TO CF SHEETS

FINISHED GRADE REFER

FOR SPLASH PAD AND

/1

C

L R

(T

Y P

HOOK EE (TOP & BOT.)

#9 @ 10" O.C. W/ STD 90°

AGGREGATE SPA. @ 10' TO 20'± O.C.

SCREEN PLACED IN AREAS OF

6" DIA PVC DRAIN PIPE W/ GEOGRID

SPECIFICATION

UTILITY BEDDING, SEE

COMPACTED PIPE AND

2'-0"5'-0"5'-0"2'-0"

(CONT.)

SHEET PILE

E M

B E

D

LOCATION (TYP.)

SHEET PILE AT REBAR

CUT HOLES THROUGH

Ø 36" WATER MAIN

HP 14X73

(TYP.)

MISS PILES

SHIFT REBAR TO

SEE SHEET SS502

SHEAR STUDS,

E M

B E

D

SEE SHEET SS502

SHEAR STUDS,

2'-6"

36"

WATE

R M

AIN

14'-0"

2'-10 1/2 "

5'-9" 1'-3"

4" CL.

2'-0"6'-0"4'-0"2'-0"

E M

B E

D

7'-0"2'-0"5'-0"

@ MID-HEIGHT

EA. WAY

#6 @ 10" O.C.

BACKFILL (TYP.)

STRUCTURAL

E M

B E

D

(TYP. EA. SIDE)

JOINT FILLER

1/2" PRE-FORMED

(TYP. EA. FACE)

#6 @ 12" O.C. HORIZ.

HOOKS (TYP. EA. FACE)

VERTICALS W/ STD 90°

#7 @ 10" O.C.

3" CLR. (TYP. @ VAULT WALL)

SS306 FOR DETAILS

@ 14'-0" MAX., SEE

PIPE SUPPORT, SPA.

TO CF SHEETS

FINISHED GRADE REFER

FOR SPLASH PAD AND

E M

B E

D

/1

(BATTERED)

HP 14X73

MISS PILES (TYP.)

SHIFT REBAR TO

SEE SHEET SS502

SHEAR STUDS,

(CONT.)

SHEET PILE

LOCATION (TYP.)

SHEET PILE AT REBAR

CUT HOLES THROUGH

C

L R

(T

Y P

HOOK EE (TOP & BOT.)

#9 @ 10" O.C. W/ STD 90°

AGGREGATE SPA. @ 10' TO 20'± O.C.

SCREEN PLACED IN AREAS OF

6" DIA PVC DRAIN PIPE W/ GEOGRID

SPECIFICATION

UTILITY BEDDING, SEE

COMPACTED PIPE AND

SS303

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VOL117

861444_SpecificWork_ActiveHarper, LaShell L CIV USARMY CEMVR (USA)

B5CEDRPD202302_VOL117_SS303.dgn

A1

SCALE: 1/2" = 1'

A6

SCALE: 1/2" = 1'

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SECTION - SOUTH RAIL YARD - MONOLITHS M1039 THROUGH M1040 SECTION - SOUTH RAIL YARD - MONOLITHS M1041 THROUGH M1042

SEE SHEET SS502

TENSION STRAP

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U .S

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CL PIPE EL. 727.50

CL

T/ BASE SLAB EL. 724.00

T/ CONC. EL. 732.00

T/ WALL EL. 741.10

FLOOD SIDE

(TYP.)

PROTECTED

SIDE

(ROUGHENED)

CONSTR. JT.

#6 @ 10" O.C.

BOT. BASE SLAB EL. 721.00

EA. FACE

#7 @ 12" O.C.

(TOP & BOT.)

#9 @ 12" O.C.

(ROUGHENED)

CONSTR. JT.

WATERSTOP

HYDROPHILIC STRIP

CONTINUOUS

WATERSTOP

HYDROPHILIC STRIP

CONTINUOUS

HOOK INTO BASE SLAB

#7 @ 12" O.C. W/ STD 90° SLAB

90° HOOK INTO BASE

#9 @ 10" O.C. W/ STD

NOTE: TOE DRAIN NOT SHOWN FOR CLARITY, REFER TO CIVIL.

JOINT FILLER

1/2" PRE-FORMED

SEE DETAILS ON SS306

REMOVABLE SLAB.

CAST-IN-PLACE

HP14X73

E M

B E

D

CL PIPE EL. 727.50

CL

T/ BASE SLAB EL. 724.00

T/ CONC. EL. 732.00

T/ WALL EL. 741.10

FLOOD SIDE

(TYP.)

PROTECTED

SIDE

(ROUGHENED)

CONSTR. JT.

HP14X73

#6 @ 10" O.C.

BOT. BASE SLAB EL. 721.00

EA. FACE

#7 @ 12" O.C.

(TOP & BOT.)

#9 @ 12" O.C.

(ROUGHENED)

CONSTR. JT.

WATERSTOP

HYDROPHILIC STRIP

CONTINUOUS

WATERSTOP

HYDROPHILIC STRIP

CONTINUOUS

HOOK INTO BASE SLAB

#7 @ 12" O.C. W/ STD 90° SLAB

90° HOOK INTO BASE

#9 @ 10" O.C. W/ STD

NOTE: TOE DRAIN NOT SHOWN FOR CLARITY, REFER TO CIVIL.

JOINT FILLER

1/2" PRE-FORMED

SEE DETAILS ON SS306

REMOVABLE SLAB.

CAST-IN-PLACE

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0 2' 4'1' 0 2' 4'1'

SOLICITATION

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SS306

E7

SS306

B1

SS306

E7

SS306

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IL

L

IN

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IV

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S

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W

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A

1/4 "

2'-4 1/4 "

5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"

2'-4 1/4 " 1/4 "

11'-6"11'-6"11'-6"11'-6"11'-6"

ALONG STEM WALL CL

62'-2 1/2 "

1/4 "

/8

13'-0"

69'-8 1/4 "

41'-6 1/8 "

/4

12'-11 7/8 "1'-3 7/8 "

/4

/2

9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 2'-4"

2'-0"3'-0"2'-0"4'-0"2'-0"

/8

/8

63'-3 3/8 "

4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 2'-4"4'-8"

4 1/2 "

4'-6"9'-8 1/2 "

A L

O N

G E

A S

T /W

E S

T S

T E

M W

A L L C

L

ALONG NORTH/SOUTH STEM WALL CL

62'-2 3/4 "

1/4 "

1/4 "

11'-6"11'-6"

2'-6 5/8 "

5'-9"5'-9"5'-9"5'-9"5'-9"

2'-6 5/8 "

5'-9" 5'-9"

5'-9" 5'-9"

5'-9"

2'-6 5/8 "

11'-6"

11'-6" 2'-6 5/8 "

ALONG STEM WALL CL

31'-1 1/4 "

ALONG STEM WALL CL

31'-1 1/4 "

SPACE BOTTOM TO MISS PILES

#9 @ 7" OC (TOP & BOT.)

S P

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T O

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O M

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S

P

IL

E S

O

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T O

P

B O

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861444_SpecificWork_ActiveHarper, LaShell L CIV USARMY CEMVR (USA)

B5CEDRPD202302_VOL117_SS405.dgn

SS405

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SCALE: 3/16"=1'

E1

SCALE: 3/16"=1'

E6

SCALE: 3/16"=1'

A7

DETAIL - BASE SLAB REINFORCING STEEL LAYOUT

SCALE: 3/16"=1'

PILE PLAN - MONOLITHS M1027, M1028, M1029, M1031 THRU M1037 PILE PLAN - MONOLITH M1030

PILE PLAN - MONOLITH M1026

SEE NOTE 2

SEE NOTE 2

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CENTER LINE

STEM WALL

PROTECTED SIDE

FLOOD SIDE

SHEET PILING

CONCRETE

FACE OF

HP14X73 (TYP)

3:1 BATTERED

VERTICAL HP14X73 (TYP)

EJ STA. A EJ STA. B

CENTERLINE

EXPANSION JOINT

CENTER LINE

EXPANSION JOINT

CONCRETE

FACE OF

ALONG PILE CL

ALONG PILE CL

PROTECTED SIDE

FLOOD SIDE

CENTER LINE

EXPANSION JOINT

EJ STA. 161+86.98

FACE OF CONCRETE

SHEET PILING

PI STA. 161+24.73

HP14X73 (TYP)

3:1 BATTERED

VERTICAL HP14X73 (TYP)

87°15'02.62"

PI STA. 161+06.48

STEM WALL CL

NORTH/SOUTH

STEM WALL CL

EAST/WEST

HP14X73 (TYP)

3:1 BATTERED

NOTES:

PILE WEBS ARE PLACED PERPENDICULAR TO EAST/WEST STEM WALL.

PILE WEBS ARE PLACED PARALLEL TO NORTH/SOUTH STEM WALL.

BATTERED CORNER PILES CROSS AT DIFFERENT ELEVATIONS AND DO NOT INTERSECT.

CONTRACTOR SHALL ADHERE TO PILE DRIVING TOLERANCES AS INDICATED IN THE

SPECIFICATIONS AND TAKE EXTRA CARE TO AVOID CONFLICT.

FOR REINFORCING STEEL LAYOUT, SEE DETAIL A7, THIS SHEET.

FOR DETAIL

SEE SHEET SS502

TENSION STRAP, (3 TOTAL)

VERTICAL HP14X73 W/

EJ STA. 163+73.73

CENTER LINE

STEM WALL

PI STA. 164+04.86

SHEET PILING

PROTECTED SIDE

FLOOD SIDE

CONCRETE

FACE OF

EJ STA. 164+35.98

CENTER LINE

STEM WALL

HP14X73 (TYP)

3:1 BATTERED

VERTICAL HP14X73 (TYP)

CENTERLINE

EXPANSION JOINT

CONCRETE

FACE OF

CENTER LINE

EXPANSION JOINT

174°22'30"

02°48'45"

ALONG PILE CL

ALONG PILE CL

ALONG PILE CL

ALONG PILE CL

SHEET PILING

VERTICAL HP14X73 (TYP)

87°15'02.62"

HP14X73 (TYP)

3:1 BATTERED

HP14X73 (TYP)

3:1 BATTERED

VERTICAL HP14X73 (TYP)

SHT. NO. SS302

SEE SECTION A6 ON

FOR REINF. SIZE & SPACING,

SHT. NO. SS303

SEE SECTION A1 ON

FOR REINF. SIZE & SPACING,

B C

E D

R P

D V

O L

S

S .D

G N

8'0 4' 16'

8'0 4' 16' 8'0 4' 16'

TRUE N

8'0 4' 16'

SUBMITTAL REQUIRED.

THIS JOINT TO BE SPLICED, USE OF MECHANICAL COUPLERS IS ACCEPTABLE,

WATERMAIN CENTERLINE WHILE IN SERVICE. ALL BARS PERPENDICULAR TO

SERVICE. NO PILE DRIVING ACTIVITIES WITHIN 10 FEET OF THE EXISTING

SHEET PILING EAST OF JOINT AFTER NEW WATERMAIN IS INSTALLED AND IN

PROVIDE CONSTRUCTION JOINT AT STA 161+13.91. INSTALL H-PILES AND 2.

SEE S-001 FOR PILING NOTES AND ESTIMATED PILE TIP ELEVATIONS.1.

GENERAL SHEET NOTES

SOLICITATION

F E

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A

1/4 "

1'-6 13/16 "

11'-6"11'-6"11'-6"11'-6"11'-6"

2'-4 1/4 "

1/4 "

61'-5 1/16 "

1/4 "

2'-11 5/16 "

5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9" 2'-4 1/4 "

1/4 "

62'-9 9/16 "

62'-2 1/2 "

2'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 1/4 "

1/4 "

2'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

11'-6"11'-6"2'-9"

11'-6"

11'-6"

2'-9"

31'-1 1/4 "

31'-1 1/4 "

9'-3 7/16 "

31'-8 5/16 "

31'-8 5/16 "

1/4 "

2'-10 1/4 "

1/4 "2'-9 7/8 " 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5"

4'-8"

1/4 " 2'-10

1/4 "

4'-8"

'-0

'-6

'-0

'-0

'-0

48'-2 5/16 " 10'-5

5/8 "

47'-10 1/8 "

11'-6 1/16

49'-2 11/16 "

10'-1 1/2 "

4'-8"

5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"5'-5"2'-9 7/8 " 6'-7 1/2 "

4'-8"

4'-8"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10" 1/4 " 2'-1" 4'-10

1/4 " 2'-2"

'-0

'-6

'-0

'-0

'-0

50'-4 3/4 "

11'-9 3/4 "

12'-1 0 3/1

6 "

51'-5 3/16 "

50'- 5/8 "

11'-5 5/8 "

2'-1" 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 5'-7 13/16 " 5'-7 1 3/16

4'-10

2'-2"

861444_SpecificWork_ActiveHarper, LaShell L CIV USARMY CEMVR (USA)

B5CEDRPD202302_VOL117_SS406.dgn

SS406

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PILE PLAN - MONOLITH M1039

PILE PLAN - MONOLITH M1038

PILE PLAN - MONOLITH M1041

PILE PLAN - MONOLITH M1040

3:1 BATTERED HP14X73 (TYP)

SEE SHEET SS502

VERTICAL HP14X73 W/TENSION STRAP (TYP)

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U .S

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PROTECTED SIDE

FLOOD SIDE

ALONG STEM WALL CL

FACE OF

CONCRETE

ALONG

PILE CL

FACE OF

CONCRETE

ALONG PILE CL

ALONG PILE CL ALONG PILE CL

EJ STA. 170+54.93

EJ STA. 171+17.18

5°37'30"

ALONG STEM WALL CL

HP14X73 (TYP)

3:1 BATTERED

168°45'00"CENTER LINE

STEM WALL

EJ STA. 168+71.73

VERTICAL HP14X73 (TYP)

PI STA. 169+02.85

SHEET PILING

ALONG PILE CL

FACE OF

CONCRETE

CENTER LINE

STEM WALL

JOINT CL

EXPANSION

ALONG PILE CL

ALONG

PILE CL

LINE

CENTER

JOINT

EXPANSION

EJ STA. 169+33.98

ALONG PILE CL

PROTECTED SIDE

FLOOD SIDE

ALONG STEM WALL CL

FACE OF

CONCRETE

FACE OFCONCRETE

FACE OFCONCRETE

PROTECTED SIDE

FLOOD SIDE

ALONG PILE CL

JOINT CL

EXPANSION

FACE OF

CONCRETE

ALONG PILE CL

ALONG PIL

E CL

JOIN

T CLEXPANSION

FACE OF

CONCRETE

ALONG PIL

E CL

EJ STA. 169+96.23

VERTICAL HP14X73 (TYP)

CENTER LINE

STEM WALL

SHEET PILING

VERTICAL HP14X73 (TYP)

PI STA. 170+44.44

EJ STA. 170+54.93

ALONG STEM WALL CL ALONG STEM WALL C

L

FACE OF

CONCRETE

FACE OF

CONCRETE

168°45'00"

PROTECTED SIDE

FLOOD SIDE

ALONG STEM WALL CL

FACE OF

CONCRETEALONG STEM WALL C

L

168°45'00"

ALONG PILE CL

FACE OF

CONCRETE

JOINT CL

EXPANSION

ALONG PILE CL

EJ STA. 169+33.98

EJ STA. 169+96.23

PI STA. 169+84.40

SHEET PILING

CENTER LINE

STEM WALL

VERTICAL HP14X73 (TYP)

VERTICAL HP14X73 (TYP)

ALONG PIL

E CL

JOIN

T CLEXPANSION

ALONG

PILE

CL

5°37'30"

FACE OF

CONCRETE

FACE OF

CONCRETE

B C

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D V

O L

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S .D

G N

8'0 4' 16'

8'0 4' 16' 8'0 4' 16'

8'0 4' 16'

FOR MONOLITH SECTIONS SHOWING REINFORCING STEEL, SEE SHEET SS303.2.

SEE S-001 FOR PILING NOTES AND ESTIMATED PILE TIP ELEVATIONS..1.

GENERAL SHEET NOTES

SOLICITATION

F E

B R

U A

R Y

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D A

R R

A P

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O O

D R

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M A

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A

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E

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C E

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E

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A

1/4 "

1'-6 13/16 "

11'-6" 11'-6" 11'-6" 11'-6" 11'-6"

2'-4 1/4 "

1/4 "

61'-5 1/16 "

1/4 "

2'-11 5/16 "

5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 2'-4 1/4 "

1/4 "

62'-9 9/16 "

62'-2 1/2 "

861444_SpecificWork_ActiveHarper, LaShell L CIV USARMY CEMVR (USA)

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O J E

C T

D B

U R

D

IC

K C

D G

N B

A R

G E

R C

D G

P

IL

E L

A Y

O U

T P

L A

N S

S O

U T

H R

A

IL

Y A

R D

F L

O O

D W

A L

L

A6

SCALE: 3/16"=1'

P C

A R

D W

E L

L C

G

PILE PLAN - MONOLITH M1042

SEE SHEET SS502

VERTICAL HP14X73 W/TENSION STRAP (TYP)

3:1 BATTERED HP14X73 (TYP)

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S O

U T

H R

A

IL

Y A

R D

F L

O O

D W

A L

L

C E

D A

R R

A P

ID

S

F L

O O

D R

IS

K

M A

N A

G E

M E

N T

P R

O J E

C T

PROTECTED SIDE

FLOOD SIDE

ALONG STEM WALL CL

FACE OF

CONCRETE

ALONG PILE CL

FACE OF

CONCRETE

ALONG PILE CL

ALONG PILE CLALONG

PILE CL

EJ STA. 171+17.18 EJ STA. 171+79.43

B C

E D

R P

D V

O L

S

S .D

G N

8'0 4' 16'

FOR MONOLITH SECTIONS SHOWING REINFORCING STEEL, SEE SHEET SS303.2.

SEE S-001 FOR PILING NOTES AND ESTIMATED PILE TIP ELEVATIONS.1.

GENERAL SHEET NOTES

SOLICITATION

F E

B R

U A

R Y