A.03.09_Plans_and_Specifications_1_of_4.pdf

PDF 13 MB Posted Apr 11, 2019

Attached to: Service Bridge Demo and Construction Federal contract opportunity
Solicitation number: W9123719B0004
Issued by: Department of the Army Corps of Engineers Engineering District Huntington

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Plans and Specifications, 1 of 4

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File	Type	Posted
D.03.05_Synopsis_of_Award.pdf	PDF	Jul 26, 2019
C.04.01_Abstract_of_Bids.pdf	PDF	May 9, 2019
B.08.02_W9123719B0004-0001.pdf	PDF	Apr 29, 2019
A.03.17_Pre-Bid_Question_&_Answers.pdf	PDF	Apr 29, 2019
A.03.09_Plans_and_Specifications_2_of_4.pdf	PDF	Apr 11, 2019
A.03.09_Plans_and_Specifications_4_of_4.pdf	PDF	Apr 11, 2019
A.03.09_Plans_and_Specifications_3_of_4.pdf	PDF	Apr 11, 2019
B.08.02_W9123719B0004.pdf	PDF	Apr 9, 2019
B.01.03_Pre-Solicitation_Synopsis.pdf	PDF	Mar 25, 2019

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US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

ACCESS BRIDGE REPLACEMENT

ATWOOD DAM INTAKE STRUCTURE

PLANS FOR

FINAL SUBMITTAL - ATR - FOR REVIEW

WORK ORDER NUMBER: H117-67061

ATWOOD DAM

MINERAL CITY, OH

CONOTTON CREEK OF TUSCARAWAS RIVER

INDIAN FORK OF

FEBRUARY 2019

PREPARED

GI0056

22 S-111 STAIR SYSTEM DETAILS

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IDENTIFICATION

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®of Engineers

US Army Corps

Huntington District

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SCALE: 1"=200mi.

HUNTINGTON DISTRICT

LOCATION

PROJECT

LOCATION MAP

TITLE

GENERAL

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SHEET

NO.

REFERENCE

STRUCTURAL

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COVER SHEET

GENERAL LEGEND

ENVIRONMENTAL PROTECTION MEASURES

CONTRACTOR WORK LIMITS PLAN

DEMOLITION PLAN

CS101

CS102

CD101

CU101

ATWOOD LAKE

C.R. 212

C .R

S.R. 93

S .R

LAKEW

OOD

DR.

VICINITY AERIAL

NOT TO SCALE

PROJECT SITE

NOT TO SCALE

S-10011

S-10112

DEMOLITION PLAN

S-10213

S-10314

OVERALL PLAN

CIVIL

GI001

GI002

GI003

GI004

INDEX AND VICINITY MAPS OVERALL SITE PLAN

GI000

OVERALL SITE PLAN

PIER DETAILS

ABUTMENT DETAILS

UTILITIES PLAN

S-10415

S-105

S-106

S-107

S-108

S-109

S-11021

STAIR SYSTEM PLAN & ELEVATION

STAIR SYSTEM DETAILS

GENERAL NOTES - STRUCTURAL

GENERAL NOTES - CIVIL

ELECTRICAL / MECHANICAL

FOR INFORMATION ONLY

R-00128

R-002

R-003

R-004

SERVICE BRIDGE SUBSTRUCTURE

SUPER STRUCTURE

INTAKE SECTIONS

MP-101

MP-100

PIPING DEMOLITION NATURAL GAS LINE

E-101

R-005

R-006

R-007

R-008

R-009

R-010

INTAKE OPERATING HOUSE FLOORPLAN SECTIONS

TYPICAL ABUTMENT DETAILS FOR STEEL BEAM AND GIRDER BRIDGES

ELECTRICAL DEMO

E-102

ELECTRICAL NEW

MECHANICAL PIPING SYSTEM AND DIAGRAM

INTAKE REINFORCEMENT

27 GS-101

GEOTECHNICAL

ABUTMENT PLAN VIEW, PROFILE, AND DETAIL

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ENVIRONMENTAL PROTECTION MEASURES

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GI002

THE LANDSCAPE, UNLESS OTHERWISE SPECIFIED.

CONTRACTOR'S BUILDINGS SHALL BE REMOVED, AND THE SITES WILL BE RESTORED TO A NEAT AND PRESENTABLE CONDITION APPROPRIATE TO

EPM NO. 12 - WHEN WORK IS COMPLETED, WHETHER ON GOVERNMENT-OWNED LANDS OR ON PRIVATE LANDS, ALL CAMP, STORAGE AND OTHER

WARNING SIGNS SHALL BE PROVIDE AT HIKING TRAILS AND MAINTAINED DURING CONSTRUCTION OPERATIONS.

TO PROVIDE ACCESS. LOCATION OF REROUTED TRAILS SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. TRAFFIC

EPM NO. 11 - WHERE EXCAVATION OF TRAILS IS NECESSARY, RAMPS SHALL BE CONSTRUCTED IN CUTS AREAS OR TRAILS SHALL BE REROUTED

SHALL BE MAINTAINED IN A SAFE AND PASSABLE CONDITION AT ALL TIMES.

EPM NO. 10 - WHERE GAME TRAILS OR HIKING TRAILS CROSS CONSTRUCTION AREAS, SUCH TRAILS SHALL NOT BE COVERED BY DEBRIS AND

COLOR APPROXIMATELY MATCHING THE COLOR OF THE BARK.

EPM NO. 9 - ALL TREATED WOUNDS AND SPECIFIED PRUNING CUTS SHALL BE PAINTED WITH AN APPROVED TREE PRUNING COMPOUND OF A

EPM NO. 8 - ALL TRIMMING OR PRUNING SHALL BE DONE WITH SAWS OR PRUNING SHEARS. TREE TRIMMING WITH AXES WILL NOT BE PERMITTED.

WHICH ARE TO REMAIN.

EPM NO. 7 - ROPES, GUYS OR OTHER MEANS SHALL BE USED WHERE NECESSARY TO RESTRAIN MATERIALS FROM DAMAGING TREES OR SHRUBS

WILL DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO REMAIN.

FALLS WOULD DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO REMAIN AND WHERE OPERATIONS FOR REMOVAL OF FALLEN MATERIALS

EPM NO. 6 - DURING CLEARING OPERATIONS, TREES AND DEBRIS SHALL NOT BE ALLOWED TO FALL OUTSIDE THE CLEARING LIMITS WHERE SUCH

EPM NO. 5 - WHERE TREE CLIMBING IS NECESSARY, THE USE OF CLIMBING SPURS WILL NOT BE PERMITTED.

CLEATS SHALL BE TIED BEFORE ANY ROPE, CABLE OR WIRE IS PLACED.

TREE. THE TRUNK SHALL FIRST BE WRAPPED WITH NOT LESS THAN 4 LAYERS OF BURLAP OR EQUIVALENT PADDING OVER WHICH SOFTWOOD

SPECIFICALLY AUTHORIZED BY THE CONTRACTING OFFICER, WHERE SUCH ANCHORAGE IS PERMITTED, IN ORDER TO PREVENT DAMAGE TO THE

EPM NO. 4 - EXCEPT IN AREAS TO BE CLEARED, NO ROPES, CABLES OR GUYS SHALL BE FASTENED TO OR ATTACHED TO TREES. UNLESS

CLEARING LIMITS. CLEARING OF BRUSH AND BRANCHES FOR SIGHT LINES SHALL BE HELD TO THE MINIMUM PRACTICAL LIMITS.

EPM NO. 3 - SURVEY LINES SHALL BE LOCATED, WHILE AVOIDING CUTTING LARGE TREES, AND TO MINIMIZE CLEARING, BEYOND ESTABLISHED

EXPOSED BY DRAWDOWN OF THE RESERVOIR SHALL BE PRESERVED.

EPM NO. 2 - IF APPLICABLE, ROCK FACES AND OTHER INTERESTING GEOLOGIC FEATURES, INCLUDING NATURAL BOAT LANDINGS, WHICH WILL BE

ENVIRONMENTAL DAMAGE IS THE PRIMARY GOAL AND THAT RESTORATION SHOULD BE NECESSARY ONLY WHEN DAMAGE IS UNAVOIDABLE.

EMPHASIZING THE ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CONTRACT. HE OR SHE SHALL EMPHASIZE THAT PREVENTION OF

EPM NO. 1 - THE CONTRACTOR SHALL CONDUCT FREQUENT ON THE JOB TRAINING COURSES, NOT LESS THAN MONTHLY, FOR THE PURPOSE OF

OR OTHER MATERIAL FROM DEMOLITION ACTIVITIES SHALL BE ALLOWED TO FALL IN THE LAKE.

EPM NO. 27 - ALL MATERIALS SLATED FOR DEMOLITION SHALL BE FULLY CONTAINED DURING AND AFTER DEMOLITION ACTIVITIES. NO CONCRETE

NOT DEFACE THE LANDSCAPE.

EPM NO. 26 - LOOSE ROCKS, COBBLES AND BOULDERS FALLING OUTSIDE THE FINISHED SLOPES SHALL BE REMOVED IN SUCH A MANNER AS TO

EPM NO. 25 - OTHER THAN SOLID ROCK, THE TOPS OF EXCAVATED SLOPES SHALL BE ROUNDED OFF AS SHOWN ON THE CONTRACT DRAWINGS.

EPM NO. 24 - DON'T USE CUTTING BLADES ON DOZERS WHEN EXCAVATING ON SLOPES.

EPM NO. 23 - FULL U-BLADES SHALL BE USED ON DOZERS EXCAVATING ON SLOPES.

EPM NO. 22 - WASTE MATERIALS SHALL NOT BE DUMPED ON SLOPES.

TREATMENT OR EQUAL METHODS SHALL BE PROVIDED TO CONTROL DUST (NOTE SEE EPM NO.22, EPM NO.17)

EPM NO. 21 - USE APPROVED TEMPORARY METHODS OF STABILIZATION CONSISTING OF SPRINKLING, CHEMICAL TREATMENT, LIGHT BITUMINOUS

WOULD CAUSE A HAZARD OR NUISANCE TO OTHERS.

BORROW-AREAS, AND ALL OTHER WORK-AREAS WITHIN OR OUTSIDE THE PROJECT BOUNDARIES ARE TO BE KEPT FREE FROM DUST WHICH

EPM NO. 20 - THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATIONS, EMBANKMENTS, STOCKPILES, ROADS, PLANT SITES, WASTE-AREAS, PASSAGE AND SPAWNING OF GAME FISH.

EPM NO. 19 - THE CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER TO PREVENT ANY INTERFERENCE OR DISTURBANCE TO THE SAFE

EPM NO. 18 - WATERS USED TO WASH DOWN EQUIPMENT SHALL BE DISPOSED OF IN A MANNER TO PREVENT THEIR ENTRY INTO WATERWAYS.

DESTRUCTIVE MATERIAL FROM ENTERING THE WATERWAYS.

MATERIALS, WASTE WASHINGS, HERBICIDES, INSECTICIDES, LIME, WET CONCRETE, CEMENT, SILT OR ORGANIC OR OTHER ENVIRONMENTALLY

EPM NO. 17 - AT ALL TIMES OF THE YEAR, SPECIAL MEASURES SHALL BE TAKEN TO PREVENT CHEMICALS, FUELS, OILS, GREASES, BITUMINOUS

EPM NO. 16 - BORROW AREAS SHALL NOT BE LOCATED IN OR ADJACENT TO LIVE STREAMS.

EPM NO. 15 - SLOPES OF THE BORROW SITE SHALL BE GRADED AND DRESSED TO BLEND WITH THE ADJACENT TERRAIN.

RECLAMATION PLAN.

EPM NO. 14 - DEVELOPMENT AND RECLAMATION OF BORROW AREAS SHALL BE IN ACCORDANCE WITH THE APPROVED BORROW AREA

APPROVED BY THE CONTRACTING OFFICER.

DOWN THE SLOPE. THE LOG BARRIERS SHALL BE PLACED AT THE EDGE OF THE CLEARED AREA OR IN OTHER LOCATIONS UP THE SLOPE AS

EPM NO. 13 - THE CONTRACTOR SHALL ERECT LOG BARRIERS IN SPECIFIED LOCATIONS TO PREVENT EXCAVATED MATERIAL FROM ESCAPING

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®of Engineers

US Army Corps

Huntington District

SECTION IS SHOWN

SHEET ON WHICH

SECTION IS CUT

SHEET ON WHICH

M.B.

CWL

#, NO

MAPPING ABBREVIATIONS

SECTION DESIGNATIONS

CENTERLINE, BASELINE OR AXIS

RWL RESTRICTED WORK LIMITS

LWL

RWL

LIMITED WORK LIMITS

RESTRICTED WORK LIMITS

S.F. SILT FENCE

COMBINATION CWL - PL LINE

COMBINATION CWL - LWL LINE

CWL / PL

CWL / LWL

POWER POLE

FIRE HYDRANT

SIGN POST

SWAMP

TRAFFIC SIGNAL

MAIL BOX

TREE / BUSH

BRUSH LINE

LIGHT POLE

CORPORATE BOUNDARY LIMITS

CENTERLINE

EDGE OF WATER

GUY WIRE

STREET LIGHT

TRANSMISSION TOWER

WOODEN HUB

PHANTOM LINE

FLOOD GATE

TANKS

POST

FENCE

TREELINE

GROUT

GRAVEL

CONCRETE

TREE WITH BASE

TRANSFORMER

RIGHT OF WAY

CONTRACTOR WORK LIMITS

PROPERTY LINE

AMERICAN CONCRETE INSTITUTE

ALTERNATE

ALUMINUM

AMERICAN WATER WORKS ASSOC.

BENCH MARK

CENTERS

CENTERLINE

CONSTRUCTION JOINT

CLEAR

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CORROSION RESISTANCE STEEL

CONTRACTOR'S WORK LIMITS

CUBIC YARD

DUCTILE CAST IRON PIPE

DROP INLET

DIAMETER

DIMENSION

DRAWING

EAST

EACH

EACH FACE

ACI

ALT

ALUM

AWWA

COL

CONC

CONST

CONT

CRS

CWL

DCIP

DIA

DIM

DWG

CTRS

CL, CLR

CC CENTER TO CENTER

CMP CORRUGATED METAL PIPE

CHANNEL

AVE AVENUE

B, BOT BOTTOM

EXPANSION JOINT

ELEVATION

EQUAL

EACH WAY

EXISTING

EXPANSION

FINISHED

FEET, FOOT

GAUGE OR GAGE

GALVANIZED

HORIZONTAL

INSIDE FACE

ISOLATION JOINT

INVERT

IRON PIN

JOINT

POUND

TENSILE DEVELOPMENT LENGTH

LEFT

MAXIMUM

MANHOLE

MINIMUM

MARK

NORTH

NUMBER

EJFS

EL, ELEV

EX, EXIST

EXP

FIN

GALV

H, HORIZ

INV

MAX

MIN

EXPANSION JOINT FILLER STRIP

LLH LONG LEG HORIZONTAL

HEX HD HEXAGONAL HEAD

GRD GROUND

ELE

EOR

ELECTRICAL

EDGE OF ROAD

HIGH STRENGTH

MECHANICAL JOINT

LIMITED WORK LIMITSLWL

CR COUNTY ROUTE

POINT OF CURVATURE

POINT OF INTERSECTION

PLATE OR PROPERTY LINE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING

OPPOSITE

OUNCE

REINFORCED CONCRETE PIPE

REINFORCING

REQUIRED

ROOF FRAME

RIGHT

SOUTH

SECTION

SQUARE FEET

SHEET

SIMILAR

SPACES

SQUARE

STATION

STANDARD

STIRRUPS

STEEL

STRAIGHT, STRUCTURAL

SQUARE YARD

SYMMETRICAL

TOP OR TREAD

TOP OF EXCAVATION

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VARIES

VERTICAL CURVE

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

OPG

OPP

PSI

PSF

QUAN

RCP

REINF

REQ'D

SECT

SHT

SIM

SPC

STA

STD

STIR

STL

STR

SYM

TOE

TYP

UNO

V, VERT

VAR

VPT

VPC

VPI

PROJ

RGC RIGID GALVANIZED CONDUIT

POB POINT OF BEGINNING

POE

POT

STAINLESS STEEL, SIDE SLOPE

UP UNDERGROUND POWER

OP OVERHEAD POWER

RADIUS

ROAD

SAN SANITARY

ST STORM

SR STATE ROUTE

WATERWAT

SAS SANITARY SEWER

PVC

W/L WATER LINE

TOP OF SLAB

TOC

TOS

POINT OF ENDING

POINT OF TANGENCY

PROJECTION

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POLYVINYL CHLORIDE PIPE

QUANTITY

TOP OF CONCRETE, TOP OF CASTING

FLOW

N-S300

N-S100

SSFM

SDFM

RR SPIKE

SANITARY

DRAINAGE

UTILITIES

ROADS AND RAILWAYS

EARTHWORK

SURVEY SYMBOLS

FIBER OPTIC EXISTING

FIBER OPTIC PROPOSED

HORIZONTAL/VERTICAL CONTROL

UNDERGROUND ELECTRIC - EXISTING

UNDERGROUND TELEPHONE - EXISTING

COUNTY ROAD212

FLOW

GUARDRAIL

RAILROAD

UNIMPROVED ROAD

STATE HIGHWAY

CURB

ROAD

TRAIL

RAILROAD

INTERSTATE HIGHWAY

US HIGHWAY

FORCE MAIN

SANITARY SEWER - EXISTING

SANITARY SEWER - PROPOSED

SANITARY MANHOLE

CULVERT END

HEADWALL

SURFACE DRAINAGE FLOW

CATCH BASIN OR DROP INLET

DIRECTION OF FLOW

PIPE TO BE REMOVED

CULVERT

PIPE TO BE PLUGGED AND ABANDONED

STORM SEWER - EXISTING

STORM SEWER - PROPOSED

DITCH OR SWALE

STORM MANHOLE

FORCE MAIN

VALVE

ELECTRIC MANHOLE

GAS METER

WATER METER

WATER LINE - EXISTING

WATER LINE - PROPOSED

GAS LINE - EXISTING

GAS LINE - PROPOSED

ELECTRIC - EXISTING

TELEPHONE/COMMUNICATION - EXISTING

CABLE TV - PROPOSED/RELOCATED/TO BE RAISED

CABLE TV - EXISTING

ELECTRIC - PROPOSED/RELOCATED/TO BE RAISED

TO BE RAISED

TELEPHONE/COMMUNICATION - PROPOSED/RELOCATED/

POWER LINE TO BE ABANDONED

UNIFORM SLOPE DESIGNATON

STONE SLOPE PROTECTION LIMITS (PLAN)

IN SITU ROCK

CONTAMINATED SOIL

EXISTING GROUND

FINISHED GRADE

IRON PIN AND CAP

LIGHT ON POWER POLE

CONCRETE MONUMENT

GPS MONUMENT

CORE DRILL HOLE UNDRILLED

CORE DRILL HOLE DRILLED

SPOT ELEVATION LOCATOR

RAILROAD SPIKE

IPC

HORIZONTAL CONTROL POINT

VERTICAL CONTROL POINT

MONUMENT

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®of Engineers

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Huntington District x

THE CONTRACTING OFFICER.

ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED IMMEDIATELY TO

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. 29.

MEASUREMENT AND PAYMENT SHALL BE AS DIRECTED IN THE PROJECT SPECIFICATIONS.

ALL REFERENCES TO OHIO DEPARTMENT OF TRANSPORTATION ITEMS AND PARAGRAPHS ARE FOR MATERIALS AND METHODS. ALL 28.

HEREON.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING NEEDED TO COMPLETE THE CONSTRUCTION SHOWN 27.

THE CONTRACTOR SHALL PERFORM ALL GRADING IN SMOOTH AND CONTINUOUS SLOPES.26.

REPAIR OPERATIONS.

CONTRACTOR SHALL COORDINATE WITH THE ROADWAY OWNER AND THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF

DEMOLITION. ALL PAVEMENT EDGES SHALL BE SAW CUT. THE CONTRACTOR SHALL REPLACE THE ENTIRE LAYER THAT IS DAMAGED. THE

THE CONTRACTOR SHALL REPLACE IN LIKE KIND ANY STREET PAVEMENT DAMAGED DURING CONSTRUCTION THAT WAS NOT SLATED FOR 25.

PROPERTY THAT IS DAMAGED DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE, IN LIKE KIND AND CHARACTER, ANY ITEM WITHIN OR UPON THE EXISTING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY RESULTING FROM THE CONSTRUCTION ACTIVITIES. 24.

IS GIVEN, THE CONTRACTOR SHALL USE SCALED DISTANCES AND VERIFY THE LOCATION WITH THE CONTRACTING OFFICER.

WITH RESPECT TO CONFLICTS IN THE DRAWINGS, LABELED DIMENSIONS SHALL GOVERN OVER SCALED DISTANCES. WHERE NO DIMENSION 23.

WITH RESPECT TO CONFLICTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE SPECIFICATION SHALL GOVERN.22.

SHALL COMPLY WITH ALL NOISE PROVISION OF THE STATE OF OHIO.

THE COMMUNITY. THE CONTRACTOR SHALL HAVE FULLY OPERABLE MUFFLERS ON ALL CONSTRUCTION EQUIPMENT. THE CONTRACTOR

ENVIRONMENT BY NOISE. THE CONTRACTOR SHALL USE METHODS AND DEVICES TO REDUCE NOISE AND DISTURBANCES TO THE AREA AND

21. THE CONTRACTOR SHALL KEEP CONSTRUCTION ACTIVITIES UNDER SURVEILLANCE AND CONTROL TO MINIMIZE DAMAGE TO THE

MOVEMENTS.

OFFICER AND THE OHIO DEPARTMENT OF TRANSPORTATION. ALL NECESSARY PERMITS MUST BE OBTAINED IN ADVANCE OF ANY LOAD

ROADWAY MUST BE MAINTAINED. THE DELIVERY OF WIDE LOADS OR HEAVY LOADS SHALL BE COORDINATED WITH THE CONTRACTING

CONTRACTING OFFICER. ONLY RUBBER-TIRED EQUIPMENT MAY BE USED ON PUBLIC ROAD SURFACES. LOAD LIMITS POSTED ON PUBLIC

NO TRACK-DRIVE EQUIPMENT WILL BE ALLOWED TO OPERATE ON PUBLIC STREETS OR ROADS UNLESS SPECIFICALLY APPROVED BY THE 20.

ACCORDANCE WITH EM 385-1-1 AND THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

TRAFFIC CONTROL DEVICES, AND FURNISH WATCHMEN AND FLAGMEN AS MAY BE NECESSARY TO MAINTAIN SAFE TRAFFIC CONDITIONS IN

19. THE CONTRACTOR SHALL FURNISH, ERECT, MAINTAIN, AND REMOVE LIGHTS, SIGNS, BARRICADES, TEMPORARY GUARDRAILS, OTHER

ACCORDANCE WITH THE REQUIREMENTS OF EM 385-1-1.

THE CONTRACTOR SHALL MAINTAIN A FREE, SAFE, AND APPROVED MEANS OF INGRESS AND EGRESS FROM THE WORK AREA IN 18.

17. DIRT, MUD, OR GRAVEL WHICH IS TRACKED ONTO PAVED SURFACES, INCLUDING SR-212, SHALL BE CLEANED AWAY DAILY.

SHOWN OR SPECIFIED OTHERWISE.

STRUCTURES, DITCHES, AND PROPERTY TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER. UNLESS

16. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND MATERIALS RESULTING FROM HIS OPERATION AND RESTORE ALL SURFACES, 1983 (NAD83) SURVEY FEET. THE VERTICAL DATUM OF THE MAPPING IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).

THE HORIZONTAL DATUM IS OHIO STATE PLANE COORDINATE SYSTEM, LAMBERT CONFORMAL CONIC PROJECTION, NORTH ZONE, NORTH AMERICAN DATUM OF 15.

RUNOFF.

SILT TRAPS, SILT FENCES, AND/OR OTHER FILTERING DEVICES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION TO CONTROL SEDIMENT

14. THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SHALL BE DONE AS SOON AS PRACTICAL AND AS THE CONTRACTING OFFICER MAY DIRECT.

ALL ORGANIC WASTE AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AT A LANDFILL APPROVED BY THE STATE OF OHIO.13.

PROVIDES THE GREATEST CLARITY.

PIPELINES SHOWN ON THE PLANS MAY BE REPRESENTED AS A SINGLE LINE (CENTERLINE) OR SHOWN AS DOUBLE LINES (OUTSIDE EDGES) WHICHEVER 12.

OF THE CONSTRUCTION TO AID IN THE FIELD LOCATION OF SAID UTILITIES.

THE CONTRACTOR SHALL CONFER WITH ALL PUBLIC OR PRIVATE COMPANIES, AGENCIES OR DEPARTMENTS THAT OWN OR OPERATE UTILITIES IN THE VICINITY 11.

THE CONTRACTOR SHALL NOTIFY OHIO UNDERGROUND UTILITIES PROTECTION SERVICE AT (800) 362-2764 PRIOR TO ANY EXCAVATION AT THE PROJECT SITE.10.

BY THE CONTRACTING OFFICER.

INCONVENIENCE TO CUSTOMERS IS MINIMIZED, AT THE CONTRACTOR'S EXPENSE. UTILITY SERVICE INTERRUPTIONS SHALL BE COORDINATED AND APPROVED

UTILITY SERVICES BROKEN OR DAMAGED BY THE CONTRACTOR SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE UTILITY OWNER, SUCH THAT 9.

PREVENT DAMAGE.

INTERFERENCE. EXISTING PIPES OR CONDUITS CROSSING THE TRENCH, OR OTHERWISE EXPOSED SHALL BE ADEQUATELY BRACED AND SUPPORTED TO

SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OPERATIONS TO PERMIT ADJUSTMENTS IN LINE OR GRADE, IF REQUIRED, TO ELIMINATE THE CONFLICT OR

LOCATE AND EXPOSE THEM PRIOR TO CONSTRUCTION AND VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE WORK. THIS SHALL BE DONE

WHERE EXISTING UTILITIES AND/OR STRUCTURES ARE INDICATED AS BEING NEAR THE LINE OF THE PROPOSED IMPROVEMENT, THE CONTRACTOR SHALL 8.

SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES WITHIN THE CONTRACTOR WORK LIMITS.

THE PLANS AS ACCURATELY AS POSSIBLE FROM EXISTING AS- BUILT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY FACILITIES KNOWN TO BE LOCATED IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON 7.

AND THE COST OF SAME SHALL BE INCIDENTAL TO THE CONSTRUCTION OF IDENTIFIED ITEMS.

ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC ITEM OF CONSTRUCTION IS IDENTIFIED SHALL BE PERFORMED BY THE CONTRACTOR 6.

MANUAL, EM 385-1-1.

THE PROJECT. THE CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS

COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AS AMENDED, IS REQUIRED OF THE CONTRACTOR AND ALL SUBCONTRACTORS ON 5.

SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REQUIREMENTS.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS NOT OBTAINED BY THE GOVERNMENT PRIOR TO THE START OF ANY CONSTRUCTION. ALL WORK 4.

WITHIN THE CONTRACTOR WORK LIMITS.

THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING AT LEAST SEVEN (7) WORKING DAYS PRIOR TO THE START OF ANY WORK, BY THE CONTRACTOR, 3.

SURVEYOR DULY REGISTERED WITH THE OHIO STATE BOARD OF EXAMINERS FOR LAND SURVEYORS.

ANY PROPERTY CORNERS, PERMANENT SURVEY MARKERS, OR MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REESTABLISHED BY A 2.

PROPERTY.

THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE ESTABLISHED CONTRACTOR WORK LIMITS (CWL) AND SHALL NOT TRESPASS UPON OTHER PRIVATE 1.

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IDENTIFICATION

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®of Engineers

US Army Corps

Huntington District

GI004

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SHEET OF

fiof Engineers

US Army Corps

Huntington District

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GENERAL REQUIREMENTS

ENGINEER OF RECORD.

AND THE SUBMITTALS APPROVED BY THE CONTRACTING OFFICER AND THE DESIGN

TESTING PERSONNEL, WELDERS, WELDING OPERATORS, AND TACKERS HAVE BEEN QUALIFIED

DO NOT COMMENCE WELDING UNTIL WELDING PROCEDURES, INSPECTORS, NONDESTRUCTIVE2.

BEARING REPLACEMENT

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CORBELS

A M

MIXING, AND CURING.

AN AMPLE SOURCE OF POTABLE WATER SHALL BE AVAILABLE FOR PRECONDITIONING,

DUST AND PREVENT EYE AND SKIN CONTACT WITH BOTH DRY AND MIXED MATERIALS.

APPROPRIATE CLOTHING AND SAFETY EQUIPMENT SHALL BE WORN TO AVOID BREATHING

CONDITION AND AS CLOSE AS POSSIBLE TO THE AREA WHERE THEY ARE TO BE USED.

ALL NECESSARY TOOLS, EQUIPMENT, AND MATERIALS SHALL BE IN GOOD 6)

NECESSARY.

BETWEEN 55° F AND 75° F WHENEVER POSSIBLE. SHADE FROM DIRECT SUNLIGHT AS

CONTACT NEW CONCRETE MATERIAL TO BETWEEN 45° F AND 90° F, BUT OPTIMALLY

CONTRACTOR SHALL CONDITION AND MAINTAIN ALL MATERIALS AND SURFACES THAT 5)

OTHER FOREIGN MATTERS SUCH AS LOOSE COATINGS OR RUST, PAINT, AND SCALE.

INCHES FROM CONRETE SURFACES. EMBEDDED ITEMS SHALL BE FREE OF OIL AND

THE FORMS ARE REMOVED THE METAL PART OF THE TIE WILL NOT BE LESS THAN 2

THE DRAWINGS, OR REQUIRED. INTERNAL TIES SHALL BE ARRANGED SO THAT WHEN

EMBEDDED ITEMS ARE FIRMLY AND SECURELY FASTENED IN PLACE AS INDICATED ON

BEFORE PLACEMENT OF CONCRETE, CARE SHALL BE TAKEN TO DETERMINE THAT ALL 4)

- TOTAL WATER CONTENT EXPERESSED BY WATER/CEMENT RATIO

- AMOUNT AND BRAND OF ADMIXTURE

- MAX. SIZE OF AGGREGATE

- CEMENT CONTENT IN 94-POUND BAGS PER CUBIC YARD OF CONCRETE

- TYPE AND BRAND OF CEMENT

CONTRACTING OFFICER DUPLICATE DELIVERY TICKETS, STATING THE FOLLOWING:

FOR EACH LOAD OF CONCRETE, THE CONTRACTOR SHALL PROVIDE TO THE 3)

ADMIXTURES USED SHALL ALSO BE INCLUDED IN THIS SUBMITTAL.

USE. TECHNICAL SPECIFICATIONS FOR AGGREGATE, CEMENT, FLY ASH, AND ANY

EACH) SHALL BE TESTED TO VERIFY THE REQUIRED STRENGTH IS OBTAINED PRIOR TO

MIX DESIGN FOLLOWING TESTING. CONCRETE CYLINDERS AT 7 AND 28 DAYS (2 AT

AIR CONTENT, SLUMP, WATER/CEMENT RATIO, AND COMPRESSIVE STRENGTH OF THE

ASH, ADMIXTURES, AND WATER. ALSO TO BE INCLUDED IN THIS SUBMITTAL ARE THE

MIX DESIGN WHICH SHOULD INCLUDE MIXTURE PROPORTIONING OF AGGREGATE, FLY

PREPARE, FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER, A CONCRETE

FOR THE BRIDGE ABUTMENT AND PIER REPLACEMENT, THE CONTRACTOR SHALL 2)

TABLES IN PLANS.

DEVELOPMENT LENGTHS AND BENDING SHALL BE DONE PER ACI 318 AND REINFORCMENT

DEFORMED BARS CONFORMING TO ASTM A615/A615M OR ASTM A706/A706M GRADE 60.

SCHEDULE PRIOR TO BEGINNING CONSTRUCTION. REINFORCING STEEL SHALL BE

THE CONTRACTOR SHALL SUBMIT PLAN SHEET FOR REINFORCEMENT AND PLACEMENT1)

CONCRETE

DAMAGE TO THE CONCRETE AND ENSURE THE COMPLETE SAFETY OF THE STRUCTURE.

PERIOD. ALL REMOVAL SHALL BE ACCOMPLISHED IN A MANNER WHICH WILL PREVENT

REQUIREMENT, FORMS WILL BE REQUIRED TO REMAIN IN PLACE FOR A LONGER

SPECIFICALLY AUTHORIZED. WHEN CONDITIONS ARE SUCH AS TO JUSTIFY THE

COMPRESSIVE STRENGTH REQUIREMENTS ARE MET, EXCEPT AS OTHERWISE DIRECTED OR

THEM. IN ANY CASE FORMS SHALL NOT BE REMOVED UNLESS THE MINIMUM

APPLICABLE FACTORS AND LEAVE THE FORMS IN PLACE UNTIL IT IS SAFE TO REMOVE

CONCRETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSIDER ALL

CONCRETE ADMIXTURE, AND TYPE AND AMOUNT OF CEMENTITIOUS MATERIAL IN THE

TO, AMBIENT TEMPERATURE, CONCRETE LIFT HEIGHTS, TYPE AND AMOUNT OF

OF THE CONCRETE DEPENDS ON A NUMBER OF FACTORS INCLUDING, BUT NOT LIMITED

REMOVAL OF FORMWORK WITHOUT RISKING THE SAFETY OF WORKERS OR THE QUALITY

THE MINIMUM TIME REQUIRED FOR CONCRETE TO REACH A STRENGTH ADEQUATE FOR

FORMS SHALL NOT BE REMOVED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. 9)

PREFABRICATED FORMS.

LEAST 21 DAYS BEFORE FABRICATION OF FORMS OR BEFORE DELIVERY OF

METHODOLOGY USED IN THE DESIGN TO CONTRACTING OFFICER FOR APPROVAL AT

CONTROL PLAN. SUBMIT DESIGN ANALYSIS AND CALCULATIONS FOR FORM DESIGN AND

DURING CONCRETE PLACEMENT AS PART OF THE CONTRACTOR’S APPROVED QUALITY

MONITOR THE ADEQUACY OF FORMWORK DESIGN AND CONSTRUCTION PRIOR TO AND

PLASTICIZERS, ACCELERATORS, RETARDERS, AIR ENTRAINMENT, AND OTHERS.

CEMENTITIOUS MATERIALS AND MIXTURE ADDITIVES SUCH AS FLY ASH, CEMENT TYPE,

AS A COMPLETE SYSTEM WITH CONSIDERATION GIVEN TO THE EFFECTS OF

RESULTING FROM PLACEMENT AND VIBRATION OF CONCRETE. DESIGN THE FORMWORK

PRESSURES, AND STRESSES, AND CAPABLE OF WITHSTANDING THE PRESSURES

IN ACCORDANCE WITH METHODOLOGY OF ACI 347 FOR ANTICIPATED LOADS, LATERAL

OF THE FORMWORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DESIGN FORMWORK

PRACTICE IN THE STATE OF OHIO. THE DESIGN, ENGINEERING, AND CONSTRUCTION

FORMWORK SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED TO 8)

STRENGTH RESULT IS BELOW 3500 PSI.

EXCEEDS THE SPECIFIED COMPRESSIVE STRENGTH AND NO SPECIMEN’S COMPRESSIVE

THE AVERAGE OF THE ACCEPTANCE TEST RESULTS FOR EACH PLACEMENT EQUALS OR

THE STRENGTH OF THE CONCRETE WILL BE CONSIDERED SATISFACTORY SO LONG AS

SHALL BE THE AVERAGE STRENGTHS OF THE TWO (2) SPECIMENS TESTED AT 28 DAYS.

AND ONE (1) SHALL BE TESTED AT 7 DAYS FOR INFORMATION. ACCEPTANCE RESULTS

MADE FROM EACH SAMPLE, TWO (2) SHALL BE TESTED AT 28 DAYS FOR ACCEPTANCE,

PLACEMENT AND NEAR THE END OF THE PLACEMENT. THREE (3) SPECIMENS SHALL BE

SAMPLES FOR STRENGTH TESTING SHALL BE TAKEN AT THE BEGINNING OF THE

ACCORDANCE WITH ASTM C31 AND SHALL BE TESTED IN ACCORDANCE WITH ASTM C39.

DAYS. COMPRESSIVE TEST SPECIMENS SHALL BE MADE, CURED, AND TRANSPORTED IN

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 7)

1/16 INCH.

AN ASSEMBLED STRUCTURAL UNIT SHALL BE WITHIN AN ALLOWABLE VARIATION OF

SAME TEMPERATURE AS THE METAL BEING MEASURED. THE OVERALL DIMENSIONS OF

MEASURED BY AN APPROVED CALIBRATED STEEL TAPE OF APPROXIMATELY THE

DIMENSIONAL TOLERANCES FOR STRUCTURAL WORK - DIMENSIONS SHALL BE B.

FINISHED MEMBERS SHALL BE FREE OF TWISTS, BENDS, AND OPEN JOINTS.

FILLETED TO A MINIMUM RADIUS OF 3/4 INCH UNLESS OTHERWISE APPROVED.

SQUARE AND TRUE UNLESS OTHERWISE SHOWN. RE-ENTRANT CUTS SHALL BE

ALL PORTIONS OF THE WORK SHALL BE NEATLY FINISHED. CORNERS SHALL BE

IMPAIR THE ORIGINAL PROPERTIES OF THE METAL. SHEARING SHALL BE ACCURATE AND

THE METAL AND IT SHALL BE ALLOWED TO COOL IN A MANNER THAT WILL NOT

WHERE HEATING IS REQUIRED, PRECAUTIONS SHALL BE TAKEN TO AVOID OVERHEATING

WHERE WELDING IS DEFINITELY SPECIFIED, INDICATED, OR OTHERWISE APPROVED.

REJECTION OF THE MATERIAL. MATERIAL WITH WELDS WILL NOT BE ACCEPTED EXCEPT

WILL NOT IMPAIR THE METAL. SHARP KINKS OR BENDS SHALL BE CAUSE FOR

OR WORKED. IF STRAIGHTENING IS NECESSARY IT SHALL BE DONE BY METHODS THAT

STRUCTURAL FABRICATION - MATERIAL MUST BE STRAIGHT BEFORE BEING LAID OFFA.

FABRICATION1.

EXPANSION END OF EACH SPAN.

EMBEDMENT IS REQUIRED AT THE FIXED END OF EACH SPAN AND 24" FOR THE

INSTALLATION AND LAYOUT PLAN FOR THE NEW BOLTS. A MINIMUM OF 18"

INTERFERENCE WITH EXISTING ANCHOR BOLTS, CONTRACTOR SHALL SUBMIT AN

ARE 1-1/4 IN DIAMETER, AND SHALL BE REPLACED IN-KIND. TO MINIMIZE

WITH HILTI HAS ANCHOR RODS OR APPROVED EQUAL. THE EXISTING ANCHOR BOLTS

THE ANCHOR BOLTS SHALL BE HILTI HVU ADHESIVE ANCHOR CAPSULE SYSTEM 2)

DRAWINGS)

AND A SIMILAR DIMENSIONAL BEARING PLATE. (REFERENCE INFORMATIONAL

THE STEEL BEARINGS AT THE PIER ARE FIXED, WITH A 12"X�"X1’-6" SOLE PLATEIII.

(REFERENCE INFORMATIONAL DRAWINGS)

12"X�"X1’-6" SOLE PLATE AND A SIMILAR DIMENSIONAL BEARING PLATE.

THE STEEL PLATE BEARINGS AT THE ABUTMENT ARE EXPANSION, WITH A II.

BEARING PLATE ON EACH CORBEL. (REFERENCE INFORMATIONAL DRAWINGS)

BEARINGS WITH A 12"X�"X1’-6" SOLE PLATE BEARING ON A 12"X�"X1’-6"

THE STEEL PLATE BEARINGS AT THE INTAKE STRUCTURE ARE EXPANSIONI.

FOR ESTIMATING PURPOSES: A.

MEET ASTM A36.

TAKEN TO DETERMINE THICKNESS OF THE PLATES. STEEL PLATE MATERIALS SHALL

BEARING PLATES AND ORDERING OF MATERIALS, IN-PLACE MEASUREMENTS SHALL BE

COATING TO MAINTAIN NO CONTACT WITH ALUMINUM. BEFORE REMOVAL OF THE

STEEL PLATES WITH TEFLON SHEETS AND PROPERLY COATED WITH BITUMASTIC

IN-PLACE AND REPLACE WITH MANUFACTURER DESIGNED ELASTOMERIC BEARINGS, OR

CONTRACTOR IS TO REMOVE THE ANCHOR BOLTS AND STEEL PLATES CURRENTLY

THE BEARINGS ON THE ABUTMENT AND INTAKE STRUCTURE ARE TO BE REPLACED. 1)

S T

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APPROVED EQUAL, AND THE BEARING SURFACE RESTORED TO EL. 950.9.

OF THE CORBEL). THE CORBEL SHALL BE PATCHED WITH SIKA CONCRETE GROUT OR

BE REMOVED BY THE PRESSURE WASHER (REFERENCE FIO DRAWINGS FOR DIMENSIONS

AND PREPARE THE REPAIR SURFACE. IT IS ESTIMATED THAT 2" OF CONCRETE WILL

A PRESSURE WASHER BETWEEN 3000 AND 3500 PSI TO REMOVE ALL LOOSE CONCRETE

PLATES AND ANCHOR BOLTS, THE CONCRETE OF THE CORBELS SHALL BE BLASTED WITH

AFTER REMOVAL OF THE STEEL SUPERSTRUCTURE AND THE EXISTING BEARING 2)

SHEETS OF THE CONTRACT DRAWINGS.

SHALL REPAIR THE STRUCTURES AS NECESSARY TO THE GEOMETRY SHOWN IN THE FIO

REPORT FINDINGS TO THE CONTRACTING OFFICER. UPON APPROVAL, THE CONTRACTOR

CONTRACTOR SHALL INSPECT THE CURRENT CONDITION OF THE CORBELS AND 1)

ALL PHASES OF CONSTRUCTION.

PUBLIC ACCESS TO THE CONSTRUCTION SITE AND VICINITY SHALL BE PROHIBITED DURINGC.

TO AWS Z49.1.

SAFE WELDING PRACTICES AND SAFETY PRECAUTIONS DURING WELDING MUST CONFORMB.

REQUIREMENTS MANUAL" SHALL BE FOLLOWED AT ALL TIMES.

ALL SAFETY REQUIREMENTS DEFINED IN ENGINEERING MANUAL 385 - "SAFETY AND HEALTHA.

SAFETY3.

OF WORK. THIS MAY INCLUDE ALTERNATE SOURCES AS NEEDED.

ALL UTILITIES SHALL BE MAINTAINED AND KEPT FULLY FUNCTIONAL DURING ALL PHASESA.

UTILITIES4.

REPLACEMENT STEPS AND PLATFORMS SHALL BE FABRICATED AND BE ON-SITE.

PRIOR TO ANY DEMOLITION ACTIVITIES ON THE CURRENT STEPS, THE 9)

INSTALLED TO ALLOW ACCESS TO THE INTAKE STRUCTURE.

BEFORE DEMOLITION OF THE BRIDGE, THE STAIRS AND PLATFORMS SHALL BE 8)

CONSTRUCTION DEBRIS.

DEMOLITION ACTIVITIES. THE STEEL MAY BE RECYCLED WITH OTHER METAL

BRIDGE BEAMS. THIS PAINT SHALL NOT BE DISTURBED OR REMOVED DURING

IT IS ANTICIPATED THAT LEAD BASED PAINT IS PRESENT ON THE EXISTING 7)

ACTIVITIES.

WILL BE TAKEN OF THE SITE BEFORE, DURING AND AFTER THE DEMOLITION

AND METHODS THAT WILL BE REQUIRED TO PERFORM THE DEMOLITION. PHOTOGRAPHS

AND EXAMINE ALL DRAWINGS TO DETERMINE THE EXTENT OF THE WORK, AND MEANS

BEFORE BEGINNING ANY DEMOLITION WORK, CONTRACTOR SHALL SURVEY THE SITE 6)

CONTRACTING OFFICER.

DUST AND DEBRIS SHALL BE CONTROLLED BY METHODS APPROVED BY THE 5)

MAINTAINED AND PROTECTED DURING DEMOLITION ACTIVITIES.

ALL EXISTING UTILITIES THAT ARE INDICATED TO STAY IN PLACE SHALL BE 4)

GOVERNMENT.

TO ALLOW SAFE PASSAGE OVER THE BRIDGE. ACCESS METHODS TO BE APPROVED BY

DECK, CURB AND RAILING. THIS ALSO INCLUDES PROVIDING ANY SAFETY DEVICES

INTAKE STRUCTURE AT ALL TIMES BEFORE, DURING AND AFTER DEMOLITION OF THE

CONTRACTOR TO MAINTAIN PROJECT AND OPERATIONAL PERSONNEL ACCESS TO THE 3)

IS RECEIVED FROM THE CONTRACTING OFFICER.

APPROVED BY COE. CONTRACTOR IS NOT TO BEGIN DEMOLITION UNTIL AUTHORIZATION

STATE AND FEDERAL LAW REQUIREMENTS AND ALL METAL DEBRIS MAY BE RECYCLED AS

DISPOSAL IS TO BE TAKEN TO AN APPROVED LANDFILL THAT MEETS ALL LOCAL,

DISPOSAL METHODS OF WASTE MATERIALS. DEMOLITION AND CONSTRUCTION DEBRIS

BRACING THAT MAY BE REQUIRED AFTER REMOVAL OF THE DECK AND RAILING, AND

OUTLINING EQUIPMENT TO BE UTILIZED, PROCEDURES FOR REMOVAL, ANY SHORING OR

CONTRACTOR SHALL SUBMIT A DEMOLITION PLAN BEFORE BEGINNING WORK, 2)

OFFICER.

ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING

SUBSTRUCTURE UNITS AND REINFORCING STEEL REMAINING IN PIER). ALL DAMAGED

TO EXISTING ITEMS TO REMAIN IN PLACE (LOWER PORTION OF THE PIER,

DEMOLITION OPERATION SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE

STRUCTURE) WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THE

LIMITED CIRCUMSTANCES, BUT ANY DAMAGES TO ADJOINING STRUCTURES (INTAKE

SITE. JACKHAMMERS OR OTHER DYNAMIC DEMOLITION EQUIPMENT MAY BE USED IN

SECTIONS, EYEBOLTED FOR LIFTING BY CRANE, LIFTED AND REMOVED FROM THE

TO EL. 936.00 AS SHOWN ON SHEET S-100 ARE TO BE SAW CUT INTO MANAGEABLE

ABUTMENT TO EL. 944.00 AS SHOWN ON SHEET S-100 AND THE TOP SECTION OF PIER

THE ENTIRE BRIDGE DECK, CURB, RAILING, RAILING POSTS, A PORTION OF THE 1)

DEMOLITION

EXISTING INTAKE STRUCTURE

ACCESS ROAD SEE NOTE 2

APPROX. LIMITS OF CRANE PAD AND

BRIDGE

EXISTING SERVICE

EMERGENCY SPILLWAY

ATWOOD LAKE

100'0 50'

SCALE: 1"=50'

CWL

CS101

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C .d g n h e c x jb

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CONTRACTOR WORK LIMITS

PAD

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VERTICAL DATUM 1988 (NAVD 88).

THE VERTICAL DATUM OF THE MAPPING IS NORTH AMERICAN

ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) SURVEY FEET.

SYSTEM, LAMBERT CONFORMAL CONIC PROJECTION, NORTH

THE HORIZONTAL DATUM IS OHIO STATE PLANE COORDINATE 3.

OF ACCESS ROAD AND CRANE PAD PRIOR TO BID.

CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND DIMENSIONS 2.

LIMITS SHOWN ON THIS DRAWING.

NO WORK IS PERMITTED OUTSIDE OF THE CONTRACTOR WORK 1.

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IDENTIFICATION

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US Army Corps

Huntington District

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NOTES

EXISTING SERVICE BRIDGE

SEE NOTE 1

PAD AND ACCESS ROAD

APPROX. LIMITS OF CRANE

EXISTING UTILITY POLE

EXISTING INTAKE EXTERIOR STAIRS

EXISTING BRIDGE PIER

PROPOSED ABUTMENT

EMERGENCY SPILLWAY

ATWOOD LAKE

100'0 50'

SCALE: 1"=50'

C O

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R A

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CS102

8 37

D E

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C .d g n h e c x jb

S O

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V .p e n d e fa u lt a tt a c h e d f ro m d ia lo g

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OVERALL SITE PLAN

B N

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PAD

CRANE

EXISTING UTILITY POLE

O V

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CONTRACTOR BEFORE BIDDING.

TRACKED CRANE. THE DESIGN LOAD WILL BE GIVEN TO

THE CRANE PAD WAS DESIGNED FOR THE MANITOWOC 2250 8.

R-001 THROUGH R-010.

FOR INFORMATION ABOUT EXISTING FEATURES SEE DRAWINGS 7.

FOR GEOTECHNICAL INFORMATION SEE SHEET GS-1016.

FOR STRUCTURAL WORK SEE SHEETS G-001 THROUGH S-103.5.

FOR UTILITY WORK SEE SHEET CU101 AND E-101.4.

FOR DEMOLITION WORK SEE SHEET CD101.3.

FOR CONTRACTOR WORK LIMITS SEE SHEET CS101.2.

OF ACCESS ROAD AND CRANE PAD PRIOR TO BID.

CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND DIMENSION 1.

S O

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C K

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N E

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D E

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M A

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P R

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T E

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B E

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T E

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C A

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P L

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

REMOVE EXISTING SERVICE BRIDGE

OF PIER AS SHOWN ON SHEET S-100 DEMOLITION PLAN

REMOVE EXISTING TOP PORTION

DEMOLITION PLAN

BRIDGE ABUTMENT AS SHOWN ON SHEET S-100

REMOVE A PORTION OF THE EXISTING SERVICE

ACCESS ROAD SEE NOTE 2

APPROX. LIMITS OF CRANE PAD AND

REMOVE EXISTING STEPS

EMERGENCY SPILLWAY

ATWOOD LAKE

100'0 50'

SCALE: 1"=50'

C O

N T

R A

C T N

CD101

9 37

D E

N F

E N

W P :d m s \C

C .d g n h e c x jb

S O

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N N

/1 /2

W P :d

T D

V .p e n

P P

R \c a d d \M a rt in \s td \c o lo r.

tb l

S H

E E

T S

-F

E B -2

D E

M O

C .d g n

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K O

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E B

G E R

E H

.R . 2

DEMOLITION PLAN

B N

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P L

.S .A

R M

Y C

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P S O

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OF ACCESS ROAD AND CRANE PAD PRIOR TO BID.

CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND DIMENSIONS 2.

CONTRACT DRAWINGS AND THE SPECIFICATION SECTION 02 41 00.

CONTRACTOR SHALL PERFORM DEMOLITION IN ACCORDANCE WITH 1.

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C A

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M A

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

EXISTING SERVICE BRIDGE

GATE

EXISTING UNDERGROUND ELECTRIC

ELECTRIC

EXISTING UNDERGROUND

ACCESS ROAD SEE NOTE 2

APPROX. LIMITS OF CRANE PAD AND

EXISTING POWER POLE

METER STAND

ELECTRICAL DUCT BANK

HANDHOLE

PRECAST

ELECTRIC

UNDERGROUND

EXISTING

EXISTING POWER POLE

ELECTRIC

UNDERGROUND

EXISTING

EXISTING SERVICE DISCONNECT

EXISTING POWER POLE

AND SPARE 3" CONDUIT

4 - #4/0, #6 GROUND IN 3" CONDUIT

SEE SHEET E-101

3" CONDUIT

4 - #4/0, #6 GROUND IN

HANDHOLE

PRECAST

GUARDRAIL

EXISTING

EXISTING GAS LINE

EMERGENCY SPILLWAY

ATWOOD LAKE

10 37

W P :d m s \C

C .d g n h e c x jb

/1 /2

W P :d

T D

V .p e n

P P

R \c a d d \M a rt in \s td \c o lo r.

tb l

-F

E B -2

C .d g n

N F

O R

K O

F C

O N

O T

T O

N C

R E

E K

A T

W O

O D L

A K

N E

W C

U M

B E

R L

A N

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R V

E B

G E R

E H

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T R

U .S

A R

M Y C

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P S O

F E

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S P

L A

CU101

A C

C E S S R

O A

C .R . 2

UTILITIES PLAN

NOTES

OF AGGREGATE ROAD AND CRANE PAD PRIOR TO BID.

CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND DIMENSION 2.

CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES.1.

D M

U /S

A Y

B N

S A

EXISTING POWER POLE

E X

G G

U A

R D

R A

EXISTING POWER POLE

E X

G O

V E R

H E A D E

C T R

PAD

CRANE

X J

100'0 50'

SCALE: 1"=50'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

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