W912EK19B0004_Drawings.pdf

PDF 31 MB Posted Aug 13, 2019

Attached to: Cedar Rapids 16th Avenue Floodgate FRM Federal contract opportunity
Solicitation number: W912EK19B0004
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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W912EK19B0004 Drawings

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Other files attached to Cedar Rapids 16th Avenue Floodgate FRM, newest first.
File	Type	Posted
B01_-_Bid_Summary_Sheet.pdf	PDF	Oct 3, 2019
W912EK19B0004_Amendment_0005.pdf	PDF	Sep 27, 2019
AMEND_0004.pdf	PDF	Sep 23, 2019
AMEND_0003_DRAWING.pdf	PDF	Sep 17, 2019
W912EK19B0004_AMEND_0003.pdf	PDF	Sep 17, 2019
AMEND_0002_DRAWINGS.pdf	PDF	Sep 5, 2019
W912EK19B0004_Amend_0002.pdf	PDF	Sep 5, 2019
W912EK19B0004_Amend_0001.pdf	PDF	Sep 4, 2019
16th_Ave_Roller_Gate_Pre-Bid_Notes.pdf	PDF	Aug 29, 2019
Cedar_Rapids_16th_Ave_Site_Visit_Attendee_List.pdf	PDF	Aug 28, 2019
W912EK19B0004.pdf	PDF	Aug 13, 2019

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IOWA RIVER BASIN

CEDAR RAPIDS, IA

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W912EK19B0004

W E

CEDAR RIVER

CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

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SPECIFICALLY AUTHORIZED

SOLICITATION

APPROVAL RECOMMENDED BY:

APPROVED BY:

DISTRICT COMMANDER

DATE

DATEDATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF,

OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

USACE STANDARDS OF DESIGN. THE INITIALS OR

DISTRICT CORPS OF ENGINEERS AND MEETS ALL

THIS PROJECT WAS REVIEWED BY THE ROCK ISLAND

16TH AVE SE ROLLER GATE CLOSURE STRUCTURE

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Solicitation:

Contract:

of Engineers

US Army Corps

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®of Engineers

US Army Corps of Engineers

US Army Corps

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SHEET ID

2 3 4 5 6 7 8 9 10

JULY 2019

SHT NO.

G-001

G-101

G-102

G-103

G-104

B-101

C-101

C-102

C-103

C-104

C-105

CR-100

CR-200

CR-201

CR-202

CR-203

CR-204

CR-205

CR-206

CR-400

CR-500

CR-501

CR-600

CR-601

CR-700

CR-701

CR-702

CR-800

CR-801

CR-802

CR-900

CR-901

CR-1000

CR-1001

CR-1002

CR-1100

CR-1101

CR-1102

CR-1103

CR-1200

CR-1201

CR-1202

CR-1300

CR-1301

CR-1302

Index of Sheets

DESCRIPTION

COVER SHEET

COVER PAGE VICINITY MAP AND LOCATION MAP

INDEX OF SHEETS

GENERAL NOTES AND SYMBOLS

GENERAL ABBREVIATIONS

BORING PLAN AND LOGS

DEMOLITION PLAN

DEMOLITION DETAILS

SITE GRADING PLAN

SITE GRADING SECTIONS

FLOODWALL MONOLITH PLAN AND PROFILE

LEGEND AND DESIGN INFO

TYPICAL CROSS SECTIONS AND DETAILS

16TH AVE. SE PLAN AND PROFILE

NORTH SIDEWALK PLAN AND PROFILE

SOUTH SIDEWALK/SHARED USE TRAIL PLAN AND PROFILE

ALIGNMENT AND SURVEY INFORMATION

TRAFFIC CONTROL

INTERSECTION DETAILS

PAVEMENT JOINTING PLAN

STORM SEWER PLAN AND PROFILE

SUBDRAIN PLAN

PAVEMENT MARKING AND SIGNAGE PLAN

SIDEWALK AND ADA CURB RAMP PLAN

16TH AVE SE CROSS SECTIONS

S-100

S-101

S-201

S-301

S-401

S-402

S-403

S-404

S-405

S-406

S-501

S-502

S-503

S-504

S-505

S-506

S-507

S-601

S-602

S-603

S-604

S-605

S-606

S-701

V-101

GENERAL NOTES

PLAN AND ELEVATION

MONOLITH PLAN AND DETAILS - 1

FLOODWALL MONOLITH SECTIONS AND DETAILS

T-WALL JOINT DETAILS-1

T-WALL JOINT DETAILS-2

SHEET PILE AND WATERSTOP DETAILS

FLOODWALL AESTHETICS

FLOODWALL AESTHETICS DETAILS

FLOODGATE MONOLITH PLAN AND ELEVATION

FLOODGATE MONOLITH DETAILS AND SECTIONS - 1

FLOODGATE MONOLITH DETAILS AND SECTIONS - 2

FLOODGATE MONOLITH TRACK AND SEAL PLATE ANCHOR BOLT LAYOUT

FLOODGATE MONOLITH EMBEDDED TRACK AND SEAL PLATES

FLOODGATE MONOLITH TRACK AND SEAL PLATE DETAILS

FLOODGATE MONOLITH MISCELLANEOUS DETAILS

FLOODGATE PLAN AND ELEVATION

FLOODGATE SECTIONS AND DETAILS - 1

FLOODGATE SECTIONS AND DETAILS - 2

FLOODGATE MISCELLANEOUS DETAILS - 1

FLOODGATE MISCELLANEOUS DETAILS - 2

FLOODGATE MISCELLANEOUS DETAILS - 3

H-PILE AND SHEET PILE SCHEDULE

PLAN SURVEY CONTROL

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SOLICITATION NO. W912EK19B0004

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US Army Corps of Engineers

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1. THIS IS A STANDARD SHEET SHOWING COMMON

SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY

USED ON THIS PROJECT.

SECTION CUT MARKER

DETAIL MARKER

SINGLE ELEVATION OR PHOTO MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

GENERAL NOTE:

PLAN TITLE

SECTION TITLE

* FOR COMMON DETAILS AND SECTIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS,

THE SHEET NUMBER IS REPLACED BY A DASH (-).

ELEVATION TITLE

DETAIL TITLE

PLAN

SECTION

DETAIL

ELEVATION

THESE GENERAL NOTES APPLY TO THE ENTIRE SET OF

DRAWINGS; HOWEVER, SOME GENERAL NOTES, OR PARTS

THEREOF, MAY NOT BE APPLICABLE ON THIS PROJECT.

1. VERTICAL DATUM IS BASED ON NAVD 88. HORIZONTAL DATUM

IS BASED ON 1401 NAD83 IOWA STATE PLAN, NORTH ZONE

SURVEY US FOOT.

2. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND,

SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE

EXTENT THAT SUCH INFORMATION WAS MADE AVAILABLE TO

OR DISCOVERED BY THE ENGINEER IN PREPARING THE

DRAWINGS. LOCATION, CONFIGURATIONS AND ELEVATIONS

OF EXISTING UNDERGROUND POWER, TELEPHONE, FIBER

OPTIC CABLE, DUCTWAYS, SPRINKLER SYSTEMS, SEPTIC

SYSTEMS, AND WATER, GAS AND SEWER SERVICE LINES MAY

NOT ALL BE INDICATED. OTHER UTILITIES AND STRUCTURES

MAY BE PRESENT. UNDERGROUND LOCATIONS AND

ELEVATIONS OF EXISTING UTILITIES AND STRUCTURES, AS

FURNISHED BY THE OWNER OF EACH UTILITY OR

STRUCTURE, ARE APPROXIMATE. OVERHEAD UTILITIES ARE

NOT SHOWN IN PROFILE.

3. VERIFY PRECISE LOCATIONS AND ELEVATION OF ALL

UTILITIES AND STRUCTURES, IN THE FIELD IN ADVANCE OF

EXCAVATING, TRENCHING OR TUNNELING, BY CONTACTING

ALL UTILITIES AND OTHER AGENCIES, AND BY EXCAVATING

EXPLORATORY TEST PITS AS REQUIRED. NOTIFICATION OF

UTILITIES AND OTHER AGENCIES IS TO BE AS SPECIFIED IN

THE CONTRACT DOCUMENTS.

4. RESTORE ANY EXISTING UTILITIES OR STRUCTURES THAT

ARE DISTURBED, DAMAGED, OR REMOVED BY

CONSTRUCTION AND NOT OTHERWISE DESIGNATED FOR

RELOCATION OR ADJUSTMENT TO THEIR ORIGINAL LOCATION

AND CONDITION.

5. COORDINATE THE PROTECTION, TEMPORARY SUPPORT,

ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AND

STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD)

REQUIRED FOR INSTALLATION OF THE FLOODWALL,

FLOODGATE, SIDEWALKS, ROADS, ETC. WITH THE OWNER OF

EACH UTILITY BEFORE CONSTRUCTION IS STARTED.

6. SPECIAL CONSTRUCTION REQUIREMENTS; TEMPORARY

PROTECTIVE FENCING OR BARRICADES; SHEETING AND

SHORING; AND SURFACE RESTORATION MAY BE REQUIRED

AT CERTAIN LOCATIONS. PROVIDE APPROPRIATE MEASURES

OF PROTECTION AND RESTORATION AT OTHER LOCATIONS

AS REQUIRED BY CONTRACTOR'S CONSTRUCTION

OPERATIONS, AND AS APPROVED BY THE COR.

7. ALL EXISTING UTILITIES OR STRUCTURES SHALL BE

PROPERLY BRACED, SUPPORTED, AND PROTECTED IN PLACE

TO MAINTAIN THEIR EXISTING CONSTRUCTION AND

INTEGRITY. SMALLER EQUIPMENT AND HAND EXCAVATION

SHALL BE USED AS REQUIRED TO PROTECT EXISTING

UTILITIES OR STRUCTURES. TRENCHES SHALL BE

BACKFILLED WITH COMPACTED TRENCH BACKFILL, AS

SPECIFIED. ALL EXISTING ITEMS DISTURBED, DAMAGED, OR

REMOVED SHALL BE RESTORED TO THEIR ORIGINAL OR

BETTER CONDITION AND LOCATION UNLESS OTHERWISE

INDICATED ON THE DRAWINGS OR AS APPROVED BY THE

COR.

8. CONTRACTOR SHALL REMOVE, PRESERVE, AND REPLACE ALL

TOPSOIL IN ALL AREAS. TOPSOIL SHALL BE REMOVED AND

STOCKPILED ON SITE PRIOR TO STORING ANY MATERIALS.

ALLIANT ENERGY

Contact Name: Dan Grant

Contact Phone: 319-786-1921

CEDAR RAPIDS WATER POLLUTION

CONTROL FACILITY

Contact Name: Roy Husemann

Contact Phone: 319-286-5972

CEDAR RAPIDS WATER DEPARTMENT

Contact Name: Ken Russell

Contact Phone: 319-286-5910

CEDAR RAPIDS SEWER SUPERINTENDANT

Contact Name: Justin Koller

Contact Phone: 319-286-5856

CEDAR RAPIDS TRANSIT MANAGER

Contact Name: Brad DeBrower

Contact Phone: 319-286-5560

CENTURYLINK

Contact Name: Vaughn Dougherty

Contact Phone: 319-399-7487

IOWA COMMUNICATIONS NETWORK

Contact Name: Doug Ebelsheiser

Contact Phone: 515-725-4742

IMON COMMUNICATIONS, LLC

Contact Name: Lennox Marner

Contact Phone: 319-261-4640

IOWA NETWORK SERVICES

Contact Name: Joe Meyers

Contact Phone: 319-533-2319

JOINT COMMUNICATION NETWORK

Contact Name: Sean Hanna

Contact Phone: 319-286-5027

MCI

Contact Name: Janette Harris

Contact Phone: 972-729-6650

MIDAMERICAN GAS

Contact Name: Greg Wildebour

Contact Phone: 319-298-5162

MEDIACOM

Contact Name: Joe Ernster

Contact Phone: 319-395-9699x3417

WINSTREAM, PAETEC

Contact Name: Greg Troeger

Contact Phone: 319-538-1985

UTILITY CONTACT INFORMATIONGENERAL NOTES

GENERAL SYMBOLOGY

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SOLICITATION NO. W912EK19B0004

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AutoCAD SHX Text

TARGET ELEVATION

AutoCAD SHX Text

SECTION LETTER

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

SECTION LETTER

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

ELEVATION NUMBER

AutoCAD SHX Text

ELEVATION NUMBER

AutoCAD SHX Text

SHEET WHERE SECTION IS LOCATED *

AutoCAD SHX Text

SHEET WHERE DETAIL IS LOCATED *

AutoCAD SHX Text

ELEVATION IDENTIFICATION NUMBER

AutoCAD SHX Text

ARROW INDICATES POINT OF VIEW

AutoCAD SHX Text

SHEET WHERE ELEVATION IS LOCATED *

AutoCAD SHX Text

ARROW INDICATES POINT OF VIEW ELEVATION

AutoCAD SHX Text

INDICATES SHEET WHERE ELEVATION IS LOCATED

AutoCAD SHX Text

NORTH ARROW ARROW INDICATES DIRECTION OF PLAN NORTH

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

AutoCAD SHX Text

SCALE

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ARROW INDICATES DIRECTION OF SECTION CUT

1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS.

2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT ALL ABBREVIATIONS ARE USED IN

THE CONTRACT DRAWINGS.

3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD. FOR

EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED

OR INCLUDING AND "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING.

TOP OF BOLT, TOP OF BANK

TOP OF CURB, TOP OF CONCRETE

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOP OF WALL

TOPPING

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

UNDERGROUND

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARIABLE

VAPOR BARRIER, VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VELOCITY

VENTILATION

VERTICAL

VERTICAL REINFORCING

VERIFY IN FIELD

VOLUME

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

WITH

WITHOUT

WATT, WEST, WIDE, WIRE,

WIDE FLANGE BEAM

WOOD, WIDTH

WIDE FLANGE

WATER GAGE

WALL HYDRANT, WEEP HOLE

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WEIGHT, WATER TIGHT

WATERPROOF

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

DOUBLE EXTRA STRONG

YARD HYDRANT

TOB

TOC

TOF

TOG

TOL

TOP

TOPO

TOS

TOW

TPG

TRANS

TRD

TYP

UNFN

UNO

UTIL

VAC

VAR

VCP

VEL

VENT

VERT

VERTS

VIF

VOL

VTR

W/O

WLD

WTHP

WWF

XXS

SOUTH

SUPPLY AIR

SANITARY

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STORM DRAIN MANHOLE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET

SHEATHING

SILENCE

SIMILAR

SLAB JOINT

SLOPE, STEEL LINTEL

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

STAINLESS STEEL

STREET

STATION

STABILIZATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

STORM SEWER

STORMWATER

SUBSTITUTE

SUCTION

SUSPENDED

STORM WATER DISCHARGE

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP

TOP AND BOTTOM

TONGUE AND GROOVE

TANGENT

TO BE DETERMINED

TEMPORARY BENCHMARK

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

SAN

SCH

SCHEM

SCN

SDMH

SEC

SECT

SEP

SHT

SHTG

SIL

SIM

SLTD

SLV

SMLS

SOG

SPA

SPEC

SPLY

SPST

SPT

SST

STA

STAB

STD

STIF

STIR

STL

STOR

STR

STS

STW

SUB

SUC

SUSP

SWD

SYM

SYMM

SYN

SYS

T&B

T&G

TAN

TBD

TBM

TEMP

THD

THK

THRESH

MALE PIPE THREAD

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MEDIUM VOLTAGE

NORTH, NEUTRAL, NORTHING

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NEAR SIDE

NOT TO SCALE

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PARALLEL, PARAPET

POINT OF CURVE, PIECE, PRECAST

PORTLAND CEMENT CONCRETE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE,

PRECAST LINTEL

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PAD MOUNTED TRANSFORMER

PNEUMATIC

POINT OF BEGINNING

POINT OF ENDING

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVE

PREFABRICATED

PRELIMINARY

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PRESSURE RELIEF VALVE

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

POINT OF VERTICAL INFLECTION

PAVEMENT

PLYWOOD

RATE OF FLOW

QUARTER

QUANTITY

QUALITY

MPT

MSL

NAT

NEG

NIC

NOM

NPS

NPT

NTS

O TO O

OFCI

OFOI

OPNG

OPP

OPT

ORIG

OVFL

OVHG

PAR

PCC

PCF

PCT

PED

PEN

PERF

PERM

PERP

PFMU

PKG

PLAT

PLBG

PLF

PMT

PNEU

POB

POE

POS

PRC

PREFAB

PRELIM

PRES

PRI

PROP

PROT

PRV

PSF

PSI

PSIA

PSIG

PST

PVC

PVI

PVMT

PWD

QTR

QTY

QUAL

GAL

GALV

GEN

GFCI

GND

GRTG

GVL

HBD

HCU

HDR

HDW

HEX

HGR

HORIZ

HPS

HSS

HTG

HVAC

HWL

HYD

GRILLE, GROUND

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROOVED JOINT

GROUND

GRADE

GRATING

GRAVEL

GUY WIRE

HIGH

HOSE BIBB

HOLLOW CORE UNIT

HEAD, HOT DIP

HEADER

HARDWARE

HEXAGONAL

HANGER

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HIGH-PRESSURE SODIUM

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING & AIR CONDITIONING

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

DBA

DBL

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DIA

DIAG

DIAPH

DIFF

DIM

DISCH

DIST

DIV

DMPF

DPDT

DPST

DUP

DWG

DWL

ECC

EDB

EFF

EHH

ELEC

ELEV

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EOR

EQUIP

EQUIV

ESEW

EST

ETL

EVCE

EVCS

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXT

F TO F

F & B

FAB

FBD

FBG

FBO

FDC

FDR

FDTN

FEC

FES

FEXT

FFE

FIG

FIN

FJT

FLEX

FLG

FLOR

FLR

FLS

FOB

FOC

FOF

FOM

FOT

FPT

FRP

FTG

FUR

FURN

FUT

FWD

FWE

DEEP, DIFFUSER, DRAIN

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIAPHRAGM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DAMP PROOFING

DOWN

DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

EAST, EASTING

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR,

ENGINEER CIRCULAR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EFFICIENCY

ELECTRICAL HANDHOLE

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

ELEVATION

ENGINEER MANUAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

END OF RADIUS

END PROJECT

EQUAL

EQUIPMENT

EQUIVALENT

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

ENGINEER TECHNICAL LETTER

END VERTICAL CURVE ELEVATION

END VERTICAL CURVE STATION

EACH WAY

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

FACE TO FACE

FACE AND BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

FURNISHED BY OWNER

FLUSHING CONNECTION

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING, FIBER OPTIC

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNISH

FUTURE

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

AASHTO

A/E

ABAN

ABC

ACP

ADDL

ADH

ADJ

AFF

AFG

AGGR

AIC

ALIG

ALUM

ANC

APRX

APVD

ARCH

ASSY

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BITUM

BKG

BLDG

BLK

BLKG

BOL

BOP

BOT

BOU

BRG

BRGP

BRKT

BTW

BTWLD

BCVE

BVCS

BYP

C&G

CAB

CAP

CAV

CCB

CBI

CCW

CDF

CFL

CHFR

CIP

CIPB

CIRC

CJP

CKT

CLR

CMP

CMU

CNTRS

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COOR

CPLG

CRL

CRS

CSC

CTJ

CTR

CTRL

CVT

CUB

AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ALTERNATING CURRENT

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALUMINUM

ACOUSTICAL MATERIAL

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE, BEGINNING OF PROJECT

BOTTOM

BOTTOM OF UNIT

BASE PLATE, BEGIN PROJECT

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BEGIN VERTICAL CURVE ELEVATION

BEGIN VERTICAL CURVE STATION

BOTH WAYS

BYPASS

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE, CONDUIT

CABINET

CAPACITY

CAVITY

CATCH BASIN

CONCRETE BLOCK

CONTACT BASIN INFLUENT

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CUBIC FEET (FOOT)

COUNTER FLASHING

CHAMFER

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION WELD

CIRCUIT

CENTERLINE, CLASS, CLOSE

CLEAR

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CENTERS

CLEANOUT, CONCRETE OPENING, CARBON

MONOXIDE

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE

CONCENTRIC

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION RESISTANT LINING

CORROSION RESISTANT STEEL

COMPRESSION SLEEVE COUPLING

CONTRACTION JOINT

CENTER

CONTROL

CULVERT

CUBIC

CLOCKWISE

CUBIC YARD

IMP

INC

INSTR

INSUL

INT

INTR

INV

ISO

JCT

JST

KIPS

KSI

KVA

LAD

LATL

LDG

LDR

LIN

LIQ

LLH

LLV

LNG

LOC

LTD

LTG

LTL

LTNG

LVR

LWC

LWL

MAINT

MAN

MATL

MAX

MBR

MBS

MCJ

MECH

MED

MFR

MIN

MIR

MISC

MMB

MOD

MON

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION, FOR EXAMPLE

INSIDE FACE

IMPACT

INCH

INCLUDE, INCANDESCENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

INSIDE RADIUS, IRON ROD

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP, KILO

KILO-POUNDS

KIPS PER SQUARE INCH

KILOVOLT

KILOVOLT-AMPERE

KILOWATT

ANGLE, LENGTH, LEFT

LADDER

LATERAL

LAG BOLT, POUND

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LOCATION

LOW POINT

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MONOLITH

MIXED AIR

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MEMBER

MECHANICAL BARSCREEN

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING,

MOMENT CONNECTION

MASONRY CONTROL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MASONRY LINTEL

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

REMOVE AND REPLACE

RADIUS, REGISTER, RISER, RIGHT

REGULATED ASBESTOS CONTAINED MAT'L

RADIUS

REINFORCED CONCRETE PIPE

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RETAINING, RETURN

REVISION, REVERSE

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

RIGHT HAND, RELATIVE HUMIDITY

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RIGHT

READY

R&R

RACM

RAD

RCP

RCPT

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RET

REV

RFG

RFL

RGH

RGS

RLFA

RND

RNG

ROW

RPM

A N

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SOLICITATION NO. W912EK19B0004

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US Army Corps of Engineers

W E

K B

G-104

G E

N E

R A

B B

R E

V I A

T I O

N S

NOTES:

G x

W x

G x

W x

S x

W x

W x x

G x

W x x

W x

S x

C x

W x

G x x x x

C x

C x x

G x

S x

C x

C x x x

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SOLICITATION NO. W912EK19B0004

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US Army Corps of Engineers

W E

K B

B-101

B O

R I N

L A

325+00

323+00

325+31

320+00

330+00

CR-10-21

CR-10-20

N 3456826 E 5422124

19 MAR 10

GROUND ELEV. 720.7

LL_PL_W_

Asphalt

03/24/10

03/19/10

Poorly graded sand (SP): fine to medium, loose

(7) gray brown

(5)

(56)

Highly weathered limestone

(27)

695.70

(4)

692.00

COORDINATES IN NAD 1983, IOWA STATE PLANES, NORTH ZONE, US SURVEY FOOT

CR-11-59

PLAN

NORTH

CR-10-20

321+40

324+00

CR-11-60

BT-33.5 Ft.

HIGHLY WEATHERED

LIMESTONE

Well graded sand with gravel

(SW): fine to coarse, loose to medium dense brown

Top Rock

24.00

Practical Auger Refusal @ 24 feet

(50/2")

WEATHERED LIMESTONE

End of Boring @ 29 feet

693.51

Clayey sand (SC):

fine to medium very loose to loose brown

HIGHLY WEATHERED LIMESTONE

(50/5")

End of Boring @ 20.5 feet

701.75

FINE TO COARSE SAND (SW), brown

HIGHLY WEATHERED & BROKEN LIMESTONE

(31)

690 SAND WITH GRAVEL (SP)

B-4 BT-15.0 Ft.

(3)

Clayey sand (SC):

fine to medium loose

Clayey sand: fine to medium

(5)

(4) dark brown dark brown

D60D30D10

(4)

Very sandy lean clay brown

(6)

FINE TO MEDIUM SAND (SP) light brown and dark brown

(22)

FINE TO MEDIUM SAND (SP), brown trace slit

(8)

SAND, TRACE CLAY &

GRAVEL (SP)

(4) dark brown to dark gray

(5)

(12)

CLAYEY FINE TO MEDIUM SAND (SC) brown

(11)

0.267 0.203 0 0.138

(11)

(7)

FILL, dark brown, silty sand (13)

(5)

FILL, brown clayey fine to medium sand trace glass

(13)

FILL, brown clayey fine to medium sand with gravel

(11)

FILL, SAND WITH TRACE

CLAY (SP)

FILL, LEAN CLAY WITH SAND

N 3456441 E 5422522

24 MAR 10

GROUND ELEV. 722.0

LL_PL_W_

D60D30D10

D30

GROUND ELEV. 722.3

D10

G.S.E 722.25 Nf

D60

D30

GROUND ELEV. 722.5

D10

G.S.E 722.51 Nf

TOP SOIL

B4/B4A

CR-11-59

N 3456879.504 E 5421849.904

27 SEPT 11

CR-11-60

N 3456721.324 E 5422065.3

27 SEPT 11

B4/B4A

31 AUG 15

GROUND EL 712

B4/B4A

BORING LOCATION PLAN

SCALE: 1:50

CR-10-21

322+00

E L

E V

A T

I O

E L

E V

A T

I O

NOTES:

1. BORINGS CR-10-20, CR-10-21, CR-11-59, CR-11-60 REFERENCE: US ARMY

CORPS OF ENGINEERS, CEDAR RAPIDS, IA FLOOD RISK MANAGEMENT

PROJECT, PROJECT CODE FP39, DRAWING SHEETS B-303 & B-309 DATED

6-26-12.

2. BORING B4/B4A REFERENCE SUBSURFACE EXPLORATION REPORT, CEDAR

RIVER EAST SIDE FLOOD MITIGATION (REACH3), TERRACON PROJECT

NUMBER D1154508.01, SEPTEMBER 25, 2015.

3. BORING CR-18-41 FROM HDR GEOTECHNICAL REPORT 2019, AND

TRANSMITTAL, TERRACON PROJECT NUMBER 06185155, APRIL 02, 2019.

CR-18-41

28 JAN 19

GROUND EL 721.7 (Ft.)

N 3456741 E 5422075

CR-18-41

E L

E V

A T

I O

BOH 54.5 (Ft.)

N=9

N=7

N=4

N=2

N=10

N=31

CR-18-41

Fill: Lean Clay and Silty Sand

Fill: Silty Sand

Silty Sand

Poorly Graded Sand with Gravel

(limestone fragments)

Moderately Weathered Limestone

Highly Weathered Limestone

10+00

11+00

13+00

EXISTING FLOODWALL TO REMAIN UNLESS

OTHERWISE NOTED TO BE SELECTIVELY

DEMOLISHED IN STRUCTURAL PLANS

PARK

EXISTING FLOODWALL TO REMAIN UNLESS

OTHERWISE NOTED TO BE SELECTIVELY

DEMOLISHED IN STRUCTURAL PLANS

LEVEE

FLOODWALL BASELINE

CONTRACTOR TO MAINTAIN 20 FEET CLEARANCE

FOR CRANES AND DERRICKS FROM POWER LINES

WITH VOLTAGES UP TO 350 kV, OR 50 FEET FROM

POWER LINES WITH GREATER THAN 350 kV

IN OR NEAR ROAD AREA TO BE EXCAVATED

CONTRACTOR MAY UNEARTH A 12" DRAINAGE

LINE INSTALLED IN 1905. IF LOCATED DURING

CONSTRUCTION, THE DRAINAGE LINE SHALL BE

REMOVED FROM THE PROJECT LIMITS. THE ENDS

OF THE EXISTING LINE THAT REMAIN IN PLACE

SHALL BE PLUGGED WITH CONCRETE A MINIMUM

OF 18" INTO PIPE AND CAP.

EXISTING UNDERGROUND ELECTRIC POWER

SUPPLY TO BRIDGE LIGHTING TO BE

ABANDONED. SERVICE TO BE RESTORED ON

WEST SIDE OF BRIDGE BY CITY UTILITY.

REMOVE AND DISPOSE CONDUIT/CONDUCTORS

WITHIN EXCAVATION LIMITS

C E D AR R I V E R

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SOLICITATION NO. W912EK19B0004

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US Army Corps of Engineers

W E

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C-101

D E

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L I T

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NOTE:

1. FOR STATIONING, BOUNDARIES AND

DEMOLITION DETAILS SEE SHEET C-102

AERIAL IMAGE SHOWN ON THIS SHEET WAS OBTAINED FROM LINN COUNTY

ONLINE GIS DATA.

POB:

N: 3456784.69

E: 5422017.86

PI:

N: 3456692.38

E: 5422149.27

POE:

N: 3456688.83

E: 5422153.13

BASELINE STATIONING

INTERSECTION WITH

FLOODWALL BASELINE:

N: 3456716.90

E: 5422114.37

ROAD, SIDEWALK, AND

UTILITIES EXCAVATION LIMITS

BASELINE STATIONING

4" (MAY BE REDUCED TO 2")

WATER MAIN ABANDONED IN 2011 TO BE

CUT, REMOVE FROM PROJECT LIMITS,

AND PLUG REMAINING WATER MAIN

WITH CONCRETE A MINIMUM OF 18"

INTO PIPE AND CAP

LEGEND:

PROPOSED LINE WORK

DEMOLITION AREA

CONSTRUCTION LIMITS

PROTECT FIBER OPTIC

CABLES IN PLACE

PROTECT IN PLACE

EXISTING GAS MAIN

ELECTRICAL SERVICE TO STREET LIGHT, CAMERA AND

UTILITY POLES TO BE REMOVED BY UTILITY COMPANY

COORDINATION WITH UTILITY

COMPANIES TO RELOCATE

ELECTRIC AND OTHER AERIAL

UTILITIES ONGOING

CONSTRUCTION STAGING AREA AND CONTRACTOR

LAYDOWN YARD. RESTORE TO PRECONSTRUCTION

OR BETTER CONDITIONS ALL DISTURBED AREAS AT

NO DIRECT MEASURE OR PAYMENT. PROVIDE

TEMPORARY SECURITY FENCING AND

STORMWATER POLLUTION PREVENTION CONTROL

MEASURES AS REQUIRED WITH NO DIRECT

MEASURE OR PAYMENT.

CITY OF CEDAR RAPIDS TO DELINEATE

WORK ARES PRIOR TO NOTICE TO

PROCEED IN COORDINATION WITH COR

PLAN

NORTH

16TH AVENUE SE

PARK

FLOODWALL BASELINE

EXISTING UTILITIES RELOCATION BY UTILITY COMPANIES ARE

BEING COORDINATED FOR ROAD REALIGNMENT AS REQUIRED

(POWER POLE, LIGHT POLE, FIBER OPTIC CABLES)

CONTRACTOR TO

MAINTAIN 20 FEET

CLEARANCE FOR CRANES

AND DERRICKS FROM

POWER LINES WITH

VOLTAGES UP TO 350 kV, OR 50 FEET FROM POWER

LINES WITH GREATER

THAN 350 kV

EXISTING SIGNS TO BE REMOVED

AND RELOCATED AS SHOWN ON

SHEET CR-1100 AND CR-1101

6" CAST IRON WATER MAIN ABANDONED IN

PLACE IN 2011 TO BE CUT/REMOVED FROM

PROJECT LIMITS, AND PLUG REMAINING

WATER MAIN WITH CONCRETE A MINIMUM

OF 18" INTO PIPE AND CAP

CONTRACTOR TO REMOVE AND DISPOSE

CONCRETE PAVEMENT, SIDEWALK,

CURB, AND BASE MATERIAL. REMOVE TO

NEAREST JOINT OR SAWCUT AS

REQUIRED.

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SOLICITATION NO. W912EK19B0004

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US Army Corps of Engineers

W E

K B

C-102

D E

M O

L I T

I O

E T

A I L

DEMOLISH 40' OF 8' WIDE

TEMPORARY ASPHALT PATH

INSIDE CONSTRUCTION LIMITS

NOTES:

1. REMOVE EXISTING DRAINAGE STRUCTURES AND PIPES.

FOR LIMITS REQUIRED TO CONSTRUCT PROPOSED SEE

CIVIL SHEET CR-1001.

2. SOME EXISTING UTILITIES SHOWN ON THIS SHEET ARE

SHOWN AS ABANDONED OR APPROXIMATE AND WILL NOT

BE FOUND UNDER UTILITIES LEGEND ON SHEET CR-100.

TREE TO BE REMOVED

ASPHALT TRAIL TO

BE REMOVED

MANHOLE COVER

(SEE NOTE 1)

16TH AVE SE

CONSTRUCTION

BASELINE

LEGEND:

PROPOSED LINE WORK

DEMOLITION AREA

IN OR NEAR ROAD AREA TO BE EXCAVATED

CONTRACTOR MAY UNEARTH A 12" DRAINAGE

LINE INSTALLED IN 1905. IF LOCATED DURING

CONSTRUCTION THE DRAINAGE LINE SHALL BE

REMOVED FROM THE PROJECT LIMITS. THE ENDS

OF THE EXISTING LINE THAT REMAIN IN PLACE

SHALL BE PLUGGED WITH CONCRETE A MINIMUM

OF 18" INTO PIPE AND CAP.

SCALE: 1" = 10'

4" (MAY BE REDUCED TO 2")

WATER MAIN ABANDONED IN 2011 TO BE

CUT, REMOVE FROM PROJECT LIMITS,

AND PLUG REMAINING WATER MAIN

WITH CONCRETE A MINIMUM OF 18" INTO

PIPE AND CAP

REMOVE RED WARNING SIGNS

AND SALVAGE TO CITY (6 TYP.)

BASELINE STATIONING

INTERSECTION WITH

FLOODWALL BASELINE:

N: 3456716.90

E: 5422114.37

REMOVE EXISTING

DRAINAGE JUNCTION

BOX (SEE NOTE 1)

REMOVE AND DISPOSE EXISTING

CONDUIT/CONDUCTORS FOR BRIDGE

LIGHTING. SERVICE TO BE RESTORED ON

WEST SIDE OF BRIDGE BY CITY UTILITY

PROTECT IN PLACE

EXISTING GAS MAIN

PROTECT IN PLACE EXISTING 24"

STORM DRAIN AND CONNECT TO

PROPOSED INT 5 (SEE CR-1001)

PROTECT IN PLACE

EXISTING 12" STORM DRAIN

AND CONNECT TO

PROPOSED STMH-2

(SEE CR-1001)

REMOVE EXISTING

DRAINAGE INLET

STRUCTURE

REMOVE EXISTING

DRAINAGE INLET

STRUCTURE

REMOVE AND

REPLACE EXISTING

STORM DRAIN

REMOVE EXISTING

15" STORM DRAIN

LIMITS OF SURFACING DEMOLITION

AND TOPSOIL REMOVAL ARE

OUTLINED WITH SOLID LINE

PROTECT IN PLACE RECENTLY

CONSTRUCTED INTERSECTING TRAILS

AND HARDSCAPE FEATURES ALONG

SOUTHEAST SIDE OF 16TH AVE

(NOT SHOWN)

PLAN

NORTH

PROTECT IN

PLACE TREE

PROTECT IN

PLACE TREE

PROTECT IN PLACE

UNDERGROUND

ELECTRICAL COVER

REGRADE DEMOLISHED TRAIL

WITH TOPSOIL REMOVED FROM

FLOODGATE EXCAVATION.

SEED DISTURBED AREA.

PLAN - DEMOLITION

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EXISTING FLOODWALL

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FLOODWALL BASELINE

APPROX.

EXCAVATION

LIMITS

FLOOD SIDE

PROTECTED SIDE

C E D A R R I V E R

FUTURE

TRAIL

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EXISTING FLOODWALL

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NOTES:

1. PROPOSED CONTOURS NOT SHOWN WITHIN PAVEMENT LIMITS.

PROPOSED GRADE CHANGES ARE TYPICALLY LESS THAN 1 FOOT.

2. GATE NOT SHOWN FOR CLARITY.

3. FOR GATE CONSTRUCTION LAYOUT AND ELEVATIONS SEE SHEET C-105.

PLAN

NORTH

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED CONTOURS

LEGEND:

C-103

FLOOD SIDEPROTECTED SIDE

LEAN CONCRETE BACKFILL

UNDER PAVEMENT FOR

MONOLITH 3. GRANULAR

BACKFILL GRADATION 11 FOR

REMAINING MONOLITHS

(TYP.)

LEAN CONCRETE BACKFILL

UNDER PAVEMENT FOR

MONOLITH 3. GRANULAR

BACKFILL GRADATION 11

FOR REMAINING MONOLITHS

(TYP.)

*REINFORCING STEEL NOT SHOWN FOR CLARITY

(SEE SHEET S-503)

18" REINFORCED ROADWAY SLAB

TO APPROACH SLAB6'-6"

HP 14 X 73

PZ 22

SHEET PILE

20'-0"

EL. 722.30'

SHEET PILE TIP ELEVATION

(SEE SHEET S-701)

H-PILE TIP ELEVATION

(SEE SHEET S-701)

CORNER PROTECTION

(SEE SHEET S-506)

℄ FLOODWALL

4" STABILIZATION

SLAB

SCALE: 1/2" = 1'

NEW CLOSURE STRUCTURE - SECTION

EL. 720.80'

TO APPROACH SLAB19'-0"

CLOSURE GATE

CASTER RAILS

(SEE SHEET S-506)

BOND BREAKER

PROVIDE ROOM FOR FORMWORK

IN EXCAVATION

PROVIDE ROOM

FOR FORMWORK IN

EXCAVATION

18'-0"

1'-6" 1'-6"15'-0"

3'-8"7'-9" 6'-6"

0'-1"

1' (MIN.)

TO 1'-6"

(MAX.)

1' (MIN.)

TO 1'-6"

(MAX.)

NO BOND

BREAKER IS TO

BE PLACED HERE

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SOLICITATION NO. W912EK19B0004

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S °5 '5 .3 "E

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16TH AVENUE

PARK

G A

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S T

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A G

MONOLITH

FLOODGATE STORAGE MONOLITH M2

BOTTOM OF FOOTING

EL. 717.80

TOP OF STEEL SHEET PILE

AND H PILE EL. 718.40'

16TH

AVENUE

TOP OF FOOTING EL. 720.80'

TOP OF STEEL SHEET PILE

AND H PILE EL. 718.40'

BOTTOM OF FOOTING

EL. 717.80'

FLOODWALL ABUTMENT NO.1

FLOODWALL ABUTMENT NO.2

TOP OF

FLOODWALL

EL. 734.20'

TOP OF

FLOODWALL

EL. 734.20'

TOP OF ABUTMENT EL. 737.70'

TOP OF SILL EL. 722.30'

SHEET PILING

(PZ-22)

TOP OF FOOTING EL. 720.80'

TOP OF

EXISTING LEVEE

70'-0" 5'-6" 59'-0" 5'-6"

MONOLITH

EXISTING

WALL

STEEL PILES

HP 14X73

EXISTING WALL

TOP OF ABUTMENT EL. 737.70'

P R

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T E

D S

F L O

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H M

M O

N O

H M

'-1

EXISTING WALL

M O

N O

H M

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S T

720'

725'

730'

735'

740'

715'

710'

705'

700'

695'

720'

725'

730'

735'

740'

715'

710'

705'

700'

695'

15'-11 3/4" 9'-10 3/4"

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SOLICITATION NO. W912EK19B0004

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C-105

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'-0

SHEET PILING

(PZ-22)

EXISTING LEVEE

STEEL PILES

HP 14X73

NOTES:

1. CONTRACTOR TO FIELD VERIFY BEGINNING AND END STATIONING OF FLOODWALL/FLOODGATE.

2. FOR GATE AND MONOLITH DETAILS SEE STRUCTURAL SHEETS S-201, S-501, AND S-601.

GATE

FLOODGATE OPENING

MONOLITH M3

3'-0"

S T

'-6

'-0

'-6

'-8

SCALE: 1/8" = 1'

PLAN

NORTH

AutoCAD SHX Text

FLOODWALL MONOLITH 1 - 4 PLAN

FLOODWALL MONOLITH 1 - 4 ELEVATION

STREET CLASSIFICATION DESIGN SPEED ADT

16TH AVE SE LOCAL 30 MPH 3200

DESIGN INFORMATION

NUMBER DATE DESCRIPTION NUMBER DATE DESCRIPTION

3010.101 4/17/2018 TRENCH BEDDING AND BACKFILL ZONES 7010.102 10/18/2016 PCC CURB DETAILS

3010.102 4/18/2017 RIGID GRAVITY PIPE TRENCH BEDDING 7010.904 10/19/2010 TYPICAL JOINTING LAYOUT

3010.103 10/18/2016 FLEXIBLE GRAVITY PIPE TRENCH BEDDING 7030.104 10/21/2014 RIGHT-OF-WAY GRADING

3010.901 10/21/2014 SEWER PIPE SUPPORT OVER EXISTING UTILITY LINE 7030.201 10/20/2015 CLASSES OF SIDEWALK

4020.211 4/17/2018 STORM SEWER PIPE CONNECTIONS 7030.202 10/20/2015 CURB DETIALS FOR CLASS A SIDEWALK

4030.222 10/21/2014 CIRCULAR CONCRETE APRONS 7030.204 10/20/2015 GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK

4030.224 10/18/2016 CONCRETE PIPE APRON GUARD 7030.205 10/20/2015 GENERAL SIDEWALK AND CURB RAMP DETAILS

4040.231 10/21/2014 SUBDRAINS 7030.206 10/16/2012 CURB RAMPS OUTSIDE OF INTERSECTION RADIUS

4040.232 10/18/2016 SUBDRAIN CLEANOUTS 7030.207 10/16/2012 CURB RAMP FOR CLASS B OR C SIDEWALK

4040.233 10/18/2016 SUBDRAIN OUTLETS 7030.208 10/16/2012 ALTERNATIVE CURB RAMP FOR CLASS B OR C SIDWALK

5010.101 10/18/2016 THRUST BLOCKS 7030.209 10/16/2012 CURB RAMPS FOR CLASS A SIDEWALK

5010.102 10/18/2016 TRACER SYSTEM 7030.210 10/16/2012 DETECTABLE WARNING PLACEMENT

5020.201 4/18/2017 FIRE HYDRANT ASSEMBLY 8030.101 10/17/2017 TEMPORARY TRAFFIC CONTROL GENERAL INFORMATION

6010.401 4/17/2018 CIRCULAR STORM SEWER MANHOLE 8030.116 10/17/2017 STREET OR ROAD CLOSURE

6010.501 4/17/2018 SINGLE GRATE INTAKE 8030.117 10/17/2017 SIDEWALK DETOUR

6010.508 4/17/2018 SINGLE OPEN-THROAT CURB INTAKE, LARGE BOX 9040.102 10/17/2017 FILTER BERM AND FILTER SOCK

6010.511 4/17/2018 RECTANGULAR AREA INTAKE 9040.105 10/21/2014 WATTLE

6010.514 4/17/2018 BOXOUTS FOR GRATE INTAKES 9040.110 10/21/2014 RIP RAP FOR PIPE OUTLET ONTO FLAT GROUND

7010.101 10/17/2017 JOINTS 9040.119 10/21/2014 SILT FENCE

SUDAS STANDARD DETAILS

THE ENTIRE SUDAS STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO CONSTRUCTION WORK ON THIS PROJECT. THE FOLLOWING LIST OF DETAILS

ANTICIPATED FOR THIS PROJECT IS PROVIDED FOR THE CONTRACTORS INFORMATION.

NUMBER DATE DESCRIPTION

DR-121 10/17/2017 CONNECTED PIPE JOINTS

IOWA DOT STANDARD ROAD PLANS

THE FOLLOWING LIST OF IOWA DOT STANDARD ROAD PLANS ANTICIPATED FOR

THIS PROJECT IS PROVIDED FOR THE CONTRACTORS INFORMATION.

TABLE OF QUALITY LEVEL OF UTILITY INVESTIGATION IN ACCORDANCE WITH CI/ASCE 38-02

UTILITY OWNER QUALITY LEVEL

TELEPHONE DUCTS (UNDERGROUND) CENTURY LINK B

STREET LIGHT POLES CITY OF CEDAR RAPIDS B

UNDERGROUND POWER ALLIANT ENERGY B

OVERHEAD POWER ITC B

OVERHEAD POWER ALLIANT ENERGY B

FIBER OPTIC CENTURYLINK B

FIBER OPTIC CITY OF CEDAR RAPIDS JCN B

EXISTING SANITARY AND STORM SEWER CITY OF CEDAR RAPIDS B

EXISTING WATER MAIN CITY OF CEDAR RAPIDS B

GAS MAIN MIDAMERICAN B/D

CABLE TV MEDIACOM B

CABLE TV UNDERGROUND, OVERHEAD IMON B

DESIGN EXCEPTIONS TABLESUDAS STATES THAT LANE WIDTHS MUST BE AT LEAST 11'.

PER REQUEST OF THE CITY OF CEDAR RAPIDS, LANE WIDTHS

ARE 10.5' TO MATCH EXISTING LANE WIDTHS IN THE

DOWNTOWN AREA.

NUMBER DATE DESCRIPTION

CR 3010.101 10/9/2018 TRENCH BEDDING AND BACKFILL ZONES

CR 4040.231 10/9/2018 SUBDRAINS

CR 7010.103 10/9/2018 MANHOLE BOXOUTS IN PCC PAVEMENT

CR 7030.104 10/9/2018 RIGHT-OF-WAY GRADING

CR 7030.201 10/9/2018 CLASSES OF SIDEWALKS

CR 7030.204 10/9/2018 GENERAL FEATURES OF AN ACCESSUBLE SIDEWALK

CR 7030.205 10/9/2018 GENERAL SIDEWALK AND CURB RAMP DETAILS

CR 7030.206 10/9/2018 CURB RAMPS OUTSIDE OF INTERSECTION RADIUS

CR 7030.207 10/9/2018 CURB RAMP FOR CLASS B OR C SIDWALK

CR 7030.208 10/9/2018 ALTERNATIVE CURB RAMP FOR CLASS B OR C SIDEWALK

CR 7030.209 10/9/2018 CURB RAMPS FOR CLASS A SIDEWALK

CR 7910.101 10/9/2018 DECORATIVE BRICK PAVER

THE ENTIRE SUDAS STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO

CONSTRUCTION WORK ON THIS PROJECT. THE FOLLOWING LIST OF DETAILS

ANTICIPATED FOR THIS PROJECT IS PROVIDED FOR THE CONTRACTORS

INFORMATION.

CEDAR RAPIDS GENERAL SUPPLEMENTAL SPECIFICATIONS TO SUDAS STANDARD

SPECIFICATIONS

CURVE RADIUS LENGTH CHORD DIRECTION DELTA ANGLE TANGENT CHORD

C1 205.00 88.02 N47° 00' 06"E 24°36'00" 44.70 87.34 C2 270.00 129.59 N45° 51' 26"E 27°30'03" 66.07 128.35 C3 60.00 44.67 N56° 20' 11"E 42°39'26" 23.43 43.65 C4 49.00 23.26 N64° 03' 59"E 27°11'50" 11.85 23.04 C5 25.00 23.33 N76° 13' 54"E 53°27'52" 12.59 22.49 C6 100.00 38.41 N46° 00' 44"E 22°00'31" 19.45 38.18 C7 111.00 15.56 N53° 00' 06"E 8°01'45" 7.79 15.54

CURVE TABLE

ALIGNMENT POINT STATION NORTHING EASTING

BP 10+00.00 3456638.64 5422059.56

PC 11+05.86 3456725.35 5422120.29

PRC 11+93.87 3456784.57 5422184.48

PT 13+23.47 3456873.96 5422276.59

EP 13+46.68 3456893.62 5422288.93

BP 321+40.00 3456843.99 5421906.16

PI 321+94.53 3456811.65 5421950.06

PI 322+62.72 3456787.51 5422013.84

PI 324+28.24 3456692.38 5422149.28

PI 325+14.31 3456634.05 5422212.59

EP 325+31.44 3456625.73 5422227.55

ALIGNMENT

16TH AVE SE

CENTERLINE

FLOOD WALL

POINT NORTHING EASTING ELEVATION DESCRIPTION

6 3456811.57 5421950.28 734.07 LANDSPIKE

7 3456915.17 5421721.18 734.56 LANDSPIKE

33 3457021.01 5422349.55 718.24 MAG NAIL

34 3457176.03 5422490.19 718.47 MAG NAIL

35 3457401.57 5422568.11 718.39 5/8" REBAR

50 3456856.30 5422335.38 721.31 CUT "X" ON HYDRANT BOLT

C76-1934 (USGS) 3460137.43 5418986.27 726.58 USGS BRASSIE IN CONC STAMPED C-76 1934

137 3456650.98 5422095.96 724.14 CHISELED "X" ON LEFT D/S LEFT ABUTMENT

SURVEY CONTROL AND BENCHMARKS

ALIGNMENT POINT STATION NORTHING EASTING

BP 200+00.00 3456693.63 5422120.66

PC 200+17.00 3456707.55 5422130.41

PRC 200+61.67 3456731.74 5422166.73

PT 200+84.93 3456741.82 5422187.46

PI 201+03.67 3456753.75 5422201.91

PI 201+35.67 3456775.24 5422225.63

PI 201+55.80 3456788.13 5422241.09

PI 201+73.62 3456799.83 5422254.53

PC 201+97.66 3456815.43 5422272.81

PT 202+20.98 3456820.79 5422294.65

EP 202+35.20 3456817.60 5422308.51

BP 300+00.00 3456714.85 5422090.35

PC 300+60.92 3456764.75 5422125.30

PT 300+99.33 3456791.27 5422152.77

PC 301+15.03 3456799.81 5422165.94

PT 301+30.59 3456809.17 5422178.35

EP 301+70.94 3456835.65 5422208.80

FRONT OF

SIDEWALK

BASELINE

ALIGNMENT

FRONT OF

TRAIL

BASELINE

CURVE RADIUS LENGTH CHORD DIRECTION DELTA ANGLE TANGENT CHORD

CURVE TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION

6 3456811.57 5421950.28 734.07 LANDSPIKE

7 3456915.17 5421721.18 734.56 LANDSPIKE

33 3457021.01 5422349.55 718.24 MAG NAIL

34 3457176.03 5422490.19 718.47 MAG NAIL

35 3457401.57 5422568.11 718.39 5/8" REBAR

50 3456856.30 5422335.38 721.31 CUT "X" ON HYDRANT BOLT

C76-1934 (USGS) 3460137.43 5418986.27 726.58 USGS BRASSIE IN CONC STAMPED C-76 1934

137 3456650.98 5422095.96 724.14 CHISELED "X" ON LEFT D/S LEFT ABUTMENT

SURVEY CONTROL AND BENCHMARKS

Pipe Diameter Design Length

From To IN FT

INT-1 STA 10+70.18, 16.00' L SW-501 3 P-1 INT-1 INT-2 15 28.0

INT-2 STA 10+70.18, 16.00' R SW-501 3 P-2 INT-2 STMH-1 15 18.2

STMH-1 STA 10+70.02, 36.20' R SW-401, 48" DIA. P-3 STMH-1 FES-1 15 30.3

FES-1 STA 10+31.61, 37.27' R FES, 15" DIA

INT-3 STA 12+28.64, 16.50' L SW-501 P-4 INT-3 INT-4 15 29.0

INT-4 STA 12+28.90, 16.50' R SW-501 P-5 INT-4 INT-5 15 34.6

INT-5 STA 12+64.67, 16.50' R SW-508 P-6 INT-5 STMH-2 24 26.4

STMH-2 STA 12+90.95, 28.65' R SW-401, 72" DIA. 2

140.2 26.4

No.

Location Station and

Offset

Intake/Structure No.

STRUCTURES PIPES

TOTAL, 15"

TOTAL, 24"

STORM SEWER

Line Number

Design Length is calculated from inside wall to inside wall along CL of pipe.

*Type or Standard Road Plan

108-22 10/16/2012

See PM-110

*BCY4 - Place on the same side of the roadway to match existing markings near the project.

ELW6: Edge Line (White) @1.50 DCY4: Double Centerline (Yellow) @ 2.00

L C R Length Length Length Length Length

10+55.22 10+74.09 NB Edge Line Right (White) X 18.87

10+55.57 10+74.09 BOTH Double Centerline (Yellow) X 18.52

10+55.93 10+74.09 SB Edge Line Right (White) X 18.16

10+95.21 11+97.59 NB Edge Line Right (White) X 98.01

10+95.21 12+46.12 SB Edge Line Right (White) 153.38

10+67.09 10+73.09 NB Speed Table Arrow X 18.48

10+67.91 10+73.91 SB Speed Table Arrow X 18.48

10+74.09 10+85.09 both Crosswalk Bar (White) X X X 27.00

10+95.21 12+46.03 BOTH Double Centerline (Yellow) X 150.70

10+95.36 11+01.36 NB Speed Table Arrow X 18.48

10+96.22 11+02.22 SB Speed Table Arrow X 18.48

11+97.59 12+45.95 NB Dotted Line (White) X 50.24

50.24 288.42 73.90 27.00 169.22

0.50 2.88 0.74 0.27 1.69

0.50 1.50 1.00 15.00 2.00 Length Total (Sta.)=

0.25 4.33 0.74 4.05 3.38 12.75

Length by Line Type (Unfactored)

DURABLE PAVEMENT MARKINGS TOTAL

GROOVE CUT TOTAL

Quantity Factors

Length Subtotals (STA)

DLW6 ELW6 SLW4

Length Subtotals (LF)

CBW6 DCY4

16TH AVE SE

PAVEMENT MARKING LINE TYPES

DLW6: Dotted Line (White) @0.50 SLW4: Solid Lane Line (White) @ 1.00

Location

Remarks Road ID Station to Station

Dir. of

Travel Marking Type

Side

1 10+29.29 24.39 R W17-1 6.25 0 SEE REMARKS SPEED HUMP WARNING-ATTACH TO EXISTING POLE

VERTICAL TRAIL 0 REINSTALL SUPPLEMENTAL TRAIL SIGNS

W11-2 0 REINSTALL W11-2 SIGN

W16-7P 0 REINSTALL W16-7P SIGN

W11-2 0 REINSTALL W11-2 SIGN

W16-7P 0 REINSTALL W16-7P SIGN

4 10+87.09 19.00 R TRAIL MILES 0.00 10.00 PCC REINSTALL TRAIL MILE 10 SIGN

R3-17 5.00 BIKE LANE

R3-17B 2.50 BIKE LANE ENDS

6 12+00.04 19.48 L W17-1 6.25 13.00 SOIL SPEED HUMP

7 12+28.63 19.50 L R3-17 5.00 11.00 SOIL BIKE LANE

R1-1 5.18 STOP

D-3A 3.50 2ND ST SE STREET BLADE X 2

D-3B 4.00 16TH AVE SE STREET BLADE X 2

TOTAL 31 81 3 PCC, 4 SOIL

REMARKS

PROPOSED SIGNS

DIVISION 1

POST ANCHOR

TYPE

POST

LENGTH (FT)

AREA

(SF)

CLASSIFICATIONOFFSETSTATIONPOST NO.

8 12+66.39 48.53 L 13.50 SOIL

COLLINS RD. (HWY 100)

5 11+97.59 19.50 R 12.00 SOIL

10.5 PCC

2 10+72.09 20.00 R

3 10+72.09 20.00 L

Classification Type Size OM1-2 Object Marker 24" x 24" OM3-L Object Marker 12" x 36" OM4-2 Object Marker 24" x 24" R1-1 Stop 30" x 30" R1-2 Yield 36" x 36" R2-1 Speed Limit 35 MPH 24" x 30" R3-4 No U-Turn 36" x 36"

R3-7L Left Lane Must Turn Left 30" x 30" R3-7R Right Lane Must Turn Right 30" x 30"

R3-8 MOD Intersection Lane Control 52" x 30" R3-8B MOD Intersection Lane Control 66" x 30"

R4-7 Keep Right 24" x 30" R5-1 Do Not Enter 30" x 30" R5-2 No Trucks 24" x 24"

R5-2 MOD Not A Truck Route 24" x 24" R6-1L One Way (Left) 54" x 18" R6-1R One Way (Right) 54" x 18" R8-3 No Parking 12" x 18" W1-7 Two-Direction Lar Arrow 48" x 24"

W4-4aP Traffic From Left Does Not Stop 24" x 12" W4-4bP Oncoming Traffic Does Not Stop 24" x 12" W17-1 Speed Hump 30" x 30" R8-3A No Parking (Symbol) 24" x 24" R3-17 Bike Lane 24" x 30"

R3-17B Bike Lane Ends 30" x 12" D-3A 2nd St SE Street Blade 42" x 12" D-3B 16th Ave SE Street Blade 48" x 12"

SIGN DESCRIPTION

STAW RTAW LTAW CSRW CSLW CSTW CRLW FERW LLRW RLRW RRCW BLSW WCSW WPSB

11+98.00 L 1 12+03.69 R 1 12+10.62 L 1 12+15.11 R 1

2 0 0 0 0 0 0 0 0 0 0 2 0 0

4TOTAL

SUBTOTAL

Station Side

Durable Pavement Marking Material

16TH AVE SE

10-16-12 Refer to PM-111

108-29PAVEMENT MARKING SYMBOLS AND LEGENDS

Road Identification

Location

* Does not include curb

FT FT %

W1100 12+70.68 -44.96 718.66 W1100 W1101 Crosswalk Cross Slope - Yield Condition 6.02 0.05 0.9% W1101 12+69.15 -39.07 718.71 W1100 W1103 Ramp Running Slope 9.16 0.54 5.9% W1102 12+59.30 -39.80 719.10 W1101 W1102 Ramp Running Slope 8.44 0.39 4.7% Special Shaping W1103 12+59.78 -45.79 719.20 W1102 W1103 Landing/Turning Space 6.00 0.10 1.6% W1104 12+55.66 -45.99 719.24 W1103 W1104 Landing/Turning Space 3.42 0.05 1.3% W1105 12+48.91 -46.21 719.33 W1102 W1106 Landing/Turning Space 9.89 0.15 1.5% W1106 12+47.68 -40.24 719.25 W1104 W1105 Landing/Turning Space 5.63 0.08 1.5%

W1105 W1106 Landing/Turning Space 6.06 -0.08 -1.3%

W1200 12+58.35 -24.71 718.81 W1200 W1201 Crosswalk Cross Slope - Yield Condition 13.00 0.08 0.6% W1201 12+46.18 -18.29 718.89 W1200 W1204 Landing/Turning Space 8.15 0.13 1.7% W1202 12+46.26 -27.20 719.02 W1201 W1202 Landing/Turning Space 8.92 0.13 1.5% Special Shaping W1203 12+46.32 -33.20 719.11 W1202 W1203 Landing/Turning Space 6.00 0.09 1.5% W1204 12+58.85 -32.85 718.95 W1203 W1204 Landing/Turning Space 11.00 -0.17 -1.5%

W1204 W1102 Ramp Running Slope 6.96 0.16 2.2% W1203 W1106 Ramp Running Slope 7.13 0.14 1.9%

W1300 12+56.28 16.50 718.76 W1300 W1301 Crosswalk Cross Slope - Yield Condition 11.00 0.09 0.8% W1301 12+45.91 16.50 718.84 W1300 W1302 Sidewalk Running Slope 0.29 0.01 4.5% W1302 12+56.27 16.79 718.77 W1301 W1304 Ramp Running Slope 13.36 0.74 5.6% W1303 12+55.72 30.12 719.59 W1302 W1303 Ramp Running Slope 13.34 0.83 6.2% W1304 12+45.82 29.86 719.58 W1303 W1304 Landing/Turning Space 11.00 -0.01 -0.1% W1305 12+55.29 41.45 719.81 W1303 W1305 Landing/Turning Space 11.34 0.22 1.9% W1306 12+45.75 41.21 719.77 W1304 W1306 Landing/Turning Space 11.35 0.19 1.6% W1307 12+62.22 41.62 719.58 W1305 W1306 Landing/Turning Space 11.00 -0.04 -0.4% W1308 12+62.98 30.65 719.41 W1305 W1307 Sidewalk Running Slope 8.00 -0.23 -2.9%

W1303 W1308 Sidewalk Running Slope 8.10 -0.18 -2.3% W1307 W1308 Sidewalk Cross Slope 11.00 -0.17 -1.5%

Point to Point Sidewalk Designation Distance* Δ Elevation Slope

SIDEWALK COMPLIANCE

RemarksPoint Station Offset Elevation

* Does not include curb

FT FT %

W1400 12+98.96 43.71 718.63 W1400 W1401 Crosswalk Cross Slope - Yield Condition 8.00 -0.05 -0.6% W1401 13+01.74 51.01 718.57 W1400 W1402 Ramp Running Slope 7.00 0.44 6.3% W1402 12+93.53 46.66 719.03 W1401 W1403 Ramp Running Slope 7.00 0.44 6.3% W1403 12+96.40 53.90 718.98 W1402 W1403 Landing/Turning Space 8.00 -0.05 -0.6% W1404 12+85.19 51.55 719.20 W1402 W1404 Landing/Turning Space 11.00 0.16 1.5%

W1403 W1405 Landing/Turning Space 11.00 0.16 1.5% W1404 W1405 Landing/Turning Space 8.00 -0.05 -0.6%

Sidewalk DesignationPoint to Point Distance* Δ Elevation SlopePoint Station Offset Elevation Remarks

SIDEWALK COMPLIANCE

W1500 10+85.07 -16.50 722.30 W1501 10+74.09 -16.50 722.14 W1502 10+85.09 -34.35 722.30 W1503 10+84.60 -42.42 722.66 W1504 10+72.60 -42.43 722.48 W1505 10+72.49 -38.73 722.53 W1506 10+64.36 -42.52 722.98 W1507 10+59.14 -34.07 722.99 W1508 10+67.59 -29.34 722.68 W1509 10+62.18 -26.25 722.76 W1510 10+56.43 -25.47 722.98 W1511 10+56.10 -17.15 722.91 W1512 10+65.86 -16.50 722.48 W1513 10+88.76 -34.32 722.30 W1514 10+88.75 -26.50 722.30 W1515 10+95.25 -26.50 722.30 W1516 11+03.08 -26.50 722.42 W1517 11+10.42 -24.56 722.30 W1518 11+10.54 -18.56 722.21 W1519 11+03.07 -18.50 722.31 W1520 11+03.07 -16.50 722.27 W1521 10+95.24 -16.50 722.30 W1522 10+88.74 -16.50 722.30 W1523 10+74.09 -26.50 722.30 W1600 10+85.02 16.50 722.30 W1601 10+74.09 16.50 722.14 W1602 10+85.00 32.50 722.30 W1603 10+74.09 32.50 722.38 W1604 10+54.78 27.19 722.77 W1605 10+55.04 17.24 722.68 W1606 10+66.10 16.50 722.37 W1607 10+95.17 32.50 722.30 W1608 11+03.00 32.50 722.51 EOR 30' radius curve W1609 11+11.50 32.40 722.12 Point on 30' radius curve W1610 11+14.92 20.75 722.12 W1611 11+03.02 18.79 722.31 W1612 11+03.02 16.50 722.27 W1613 10+95.19 16.50 722.30 W1614 10+88.69 16.50 722.30 W1615 10+88.67 32.50 722.30 W1616 11+25.32 35.50 721.83 EOR 30' radius curve (not tangent) W1617 11+30.63 25.47 721.66 W1618 10+66.10 30.30 722.54

SIDEWALK POINT INFORMATION

Point Station Offset Elevation Comments

1. DIMENSIONS SHOWN ON THE DRAWINGS ARE FINAL DIMENSIONS. ALLOWANCES SHALL BE MADE FOR MACHINING IF REQUIRED.

2. FOR FLOODGATE SPECIFIC NOTES, SEE BELOW

3. ALL WELDING SHALL BE ELECTRIC ARC WELDING. WORKMANSHIP AND TECHNIQUE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY

STRUCTURAL WELDING CODES. WELD PROCEDURE SPECIFICATIONS (WPS), PROCEDURE QUALIFICATION RECORDS (PQR) AND WELDING

PERFORMANCE QUALIFICATION RECORDS (WPQR) SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL BEFORE WELDING

COMMENCES. SEE SPECIFICATIONS.

4. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS

REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

GENERAL:

SPACING

PRIMARY REINFORCEMENT

SECONDARY REINFORCEMENT

FACE OF CONCRETE

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T > 1'-6"

T ADDITIONAL REINFORCEMENT

#4 U TO MATCH SPACING OF VERTICALS

#5 U TO MATCH SPACING OF VERTICALS

T 1'-6"

1. FOR TYPICAL REINFORCEMENT, SEE PLAN SHEETS.

2. TERMINATE TYPICAL REINFORCEMENT WITH END HOOK (OPTION-2) OR

ADDITIONAL U BARS (OPTION-1)

3. THIS DETAIL TO BE USED ONLY WHEN A SPECIAL DETAIL IS NOT PROVIDED ON

PLANS SHEETS.

NOTES:

OPTION…

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