W911WN-17-B-8006_Plans_Hannibal_Paving.pdf

DAM

LOCKS AND

HANNIBAL

DAM

LOCKS AND

HANNIBAL

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M S of Engineers

US Army Corps

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

CERTIFIED FINAL DOCUMENTS

ISSUE DATE: MAY 2017

CONTRACT NO.:

W911WN-17-B-8006SOLICITATION NO.:

MONROE COUNTY, OHIO

PARKING LOT PAVING

ENTRANCE DRIVE AND VISITOR

HANNIBAL LOCKS AND DAM

OHIO RIVER BASIN

M

A Y

/s/ JAMES T SHIBATA P.E. 25 MAY 2017

30 MAY 2017

30 MAY 2017

/s/ STEPHEN R STOLTZ P.E.

/s/ JEANINE M HOEY P.E.

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PITTSBURGH DISTRICT MAP

NTS

HANNIBAL LOCATION MAP

LP

EXISTING LIGHT POLE

EXISTING UTILITY POLE

EXISTING PIEZOMETER (OR OBSERVATION WELL)

EXISTING UTILITY POLE w/GUY WIRE(S)

EXISTING TREELINE

CONTRACTOR WORK LIMITS

LEGEND

RW OHIO DEPT OF TRANSPORTATION RIGHT-OF-WAY

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING FENCE

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PAVEMENT IMPROVEMENT PLAN AND DETAILS

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C-1005

CIVIL

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LAHO_668_C-1005

LAHO_100_G-0020 G-0020

PAVEMENT IMPROVEMENTS PLAN

FILE NUMBER

NOTES GENERAL & INDEX, ABBREVIATIONS, DRAWING REFERENCE &CONTRACT

COVER SHEET

SECTIONS PLAN, PROFILES & AREAPARKING & PICNIC

DRAWINGSREFERENCE

FILE NUMBER

NUMBER

SHEET

DRAWINGSCONTRACT

TITLE

GENERAL

LAHO_100_G-0021

LAHO_668_C-5006

TITLE

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O-LHA-12_31.2

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ABBREVIATIONS:

GENERAL NOTES:

REMOVAL & DISPOSAL OF EXISTING MATERIALS SHALL BE IN ACCORDANCE WITH CONTRACT SPECIFICATION SECTION 02 42 00.00 08.7.

THE CONTRACTOR SHALL UTILIZE EQUIPMENT SILENCERS AND MUFFLERS TO MINIMIZE NOISE POLLUTION DURING CONSTRUCTION. -

SEDIMENT TRANSPORT FROM THE CONSTRUCTION AREA.

THE CONTRACTOR SHALL FURNISH, MAINTAIN AND REMOVE TEMPORARY SEDIMENT CONTROL MEASURES AS NECESSARY TO LIMIT-

TREATED WITH CALCIUM CHLORIDE OR OTHER APPROVED DUST CONTROL PALLIATIVES AS DIRECTED BY THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL TAKE MEASURES TO MINIMIZE FUGITIVE DUST. ALL WORK AREAS CAUSING FUGITIVE DUST SHALL BE -

CLEAN AIR ACT OF 1970.

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS, ORDERS AND REGULATIONS ISSUED PURSUANT TO THE -

ENVIRONMENT IN THE PROJECT AREA DURING THE DEVELOPMENT OF THIS PROJECT:

CONTRACT BID. THE FOLLOWING CONTROLS SHALL BE ADHERED TO IN AN EFFORT TO MAINTAIN THE QUALITY OF THE

EMPLOYEES, OR CONTRACT. COMPLIANCE WITH ENVIRONMENTAL PROVISIONS SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE

PROMULGATED OR ENACTED BY ANY LEGAL BODIES OR TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER THE WORK, MATERIALS, OR APPLYING TO EMPLOYEES ON THE PROJECT, AS WELL AS ALL ORDERS OR DECREES WHICH HAVE BEEN OR MAY BE

REGULATIONS CONCERNING ENVIRONMENTAL AND/OR POLLUTION CONTROLS IN ANY MANNER AFFECTING THE CONDUCT OF THE WORK

THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, AND 6.

WITH THE PROVISIONS OF THE OHIO REVISED CODE 3781.25.

OR DEMOLITION WORK, THE CONTRACTOR SHALL CONTACT OHIO UTILITIES PROTECTION SERVICE (1-800-362-2764) AND COMPLY

OR PRIVATELY OWNED STRUCTURE SHALL BE REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. PRIOR TO ANY EXCAVATION

GAS MAINS, WATERLINES AND SEWERS THROUGHOUT THE WORK AREA. DAMAGE CAUSED BY THE CONTRACTOR TO ANY PUBLICLY

CONTRACTOR SHALL NOTE THE PRESENCE OF OVERHEAD POWER LINES AND UNDERGROUND POWER LINES, COMMUNICATION LINES,5.

OFFICER.

BY THE CONTRACTING OFFICER OR AT THE REQUEST OF THE CONTRACTOR WITH THE APPROVAL OF THE CONTRACTING

THE CONTRACTOR SHALL NOT PERFORM ANY WORK DURING NIGHT, FEDERAL HOLIDAYS OR WEEKENDS EXCEPT WHEN ORDERED 4.

CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO WITHIN THE WORK LIMITS SHOWN ON THE DRAWINGS.3.

CONDITIONS. CONTRACTOR SHALL PROVIDE ALL SURVEY SERVICES NECESSARY TO ENSURE POSITIVE SITE DRAINAGE.

FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ANY AND ALL DIMENSIONS, ELEVATIONS AND SITE

SITES IS AVAILABLE. ALL UTILITIES, FEATURES AND DIMENSIONS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL

THE BASE MAPPING UTILIZED FOR PROJECT DESIGN ILLUSTRATE GENERAL SITE FEATURES ONLY. NO FIELD SURVEY OF THE2.

DOCUMENTS.

ALL MATERIAL FURNISHED AND WORK COMPLETED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE CONTRACT 1.

WITHW/

APPROXIMATEAPPROX

TYPICALTYP

RIGHT OF WAYR/W

OHIO DEPARTMENT OF TRANSPORTATIONODOT

UNITED STATES ARMY CORPS OF ENGINEERSUSACE

SQUARE YARDSY

STATE ROUTESR

ON CENTEROC

NOT TO SCALENTS

LOCKS & DAML/D

GALLONGAL

EDGE OF PAVEMENTEOP

ODOT DOT RIGHT OF WAY

ODOT DOT RIGHT OF WAY 6" GAS MAIN

CONSTRUCTION NOTES:

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SCALE: 1"=40'-0"

PLAN

40' 80'0

SCALE: 1"=40'

P L

A N

SHALL NOT ENCROACH UPON THE NORTH-BOUND TRAVEL LANE OF STATE ROUTE 7.

LATEST VERSION. SELECTED TRAFFIC CONTROL MEASURES AND CONSTRUCTION ACTIVITIES

ODOT R/W IN ACCORDANCE WITH OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,

SHALL PLACE AND MAINTAIN TEMPORARY TRAFFIC CONTROL MEASURES FOR WORK WITHIN

ATTACHED TO CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS. CONTRACTOR

APPROVAL FROM ODOT IS REQUIRED PRIOR TO WORK WITHIN ODOT R/W. SEE ODOT PERMIT

TO WORK WITHIN OHIO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY (ODOT R/W).

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER A MINIMUM OF 72-HOURS PRIOR 11.

DAMAGE.

GRASS IF WET OR UNFAVORABLE CONDITIONS EXIST WHICH WOULD RESULT IN TURF

ENTRANCE DRIVE DURING CONSTRUCTION. TRAFFIC SHALL NOT BE DETOURED THROUGH

RESTORATION OF SURFACES, AND MANAGEMENT OF LOCAL TRAFFIC ALONG THE

SHALL BE RESPONSIBLE FOR DETOUR SIGNAGE, TEMPORARY TRAFFIC CONTROL DEVICES,

OFFICER AND RECEIVE APPROVAL PRIOR TO ENTRANCE DRIVE CLOSURE. CONTRACTOR

CONTRACTOR SHALL SUBMIT A TEMPORARY DETOUR PLAN TO THE CONTRACTING

CONSTRUCTION BETWEEN STATE ROUTE 7 AND THE BALLFIELD PARKING LOT (STA 3+20).

CONTRACTOR MAY CLOSE ENTRANCE DRIVE TO LOCAL TRAFFIC TO ACCOMMODATE 10.

LOT & BALLFIELD PARKING LOT IS MINIMIZED TO GREATEST EXTENT PRACTICAL.

CONTRACTOR SHALL SCHEDULE WORK SUCH THAT ROAD CLOSURE TO NORTH PARKING 9.

GRADE REQUIREMENTS.

OR SCRATCH COURSE FOR SURFACE-ONLY REPLACEMENT WHERE NECESSARY TO MEET

POSITIVE SITE DRAINAGE; UTILIZE ADDITIONAL BASE COURSE FOR BASE REPAIR AREAS

CONTRACTOR SHALL ADJUST TOP OF PAVEMENT ELEVATION THROUGHOUT TO ENSURE 8.

TOP OF EXISTING TRAIL PAVEMENT. PAVEMENT KEY-IN PER DETAIL.

3'-0" OF ENTRANCE DRIVE (TYP OF 2 LOCATIONS). TAPER WEARING SURFACE TO MATCH

CONTRACTOR SHALL SAW-CUT, REMOVE & REPLACE ASPHALT WALKING TRAIL WITHIN 7.

NEW BITUMINOUS COURSES.

SHALL BE MILLED DOWN TO TOP OF BASE COURSE ELEVATION TO ACCOMMODATE

EXISTING CONCRETE FILLED UTILITY TRENCHES LOCATED NEAR STATION 5+256.

PLACEMENT OF WEARING COURSE.

CONTRACTOR SHALL APPLY TACK COAT TO TOP OF BINDER COURSE PRIOR TO 5.

SECTION 32 11 23 PRIOR TO PLACEMENT OF NEW ASPHALT.

CONTRACTOR SHALL PROOF-ROLL PREPARED BASE OR SUBGRADE PER SPECIFICATION 4.

SECTION 32 11 23.

CONTRACTOR SHALL PREPARE SUBGRADE AND BASE PER SPECIFICATION 3.

ACCORDANCE WITH SPECIFICATION SECTION 02 42 00.00 08.

CONTRACTOR SHALL REMOVE & DISPOSE OF EXISTING ROAD MATERIALS IN 2.

AND CONTINUE ALONG THE ENTRANCE DRIVE CENTERLINE

NOTE THAT STA 0+00 SHALL BEGIN AT THE STATE ROUTE 7 EDGE OF PAVEMENT 1.3.

STA 4+80 - STA 6+10 1.2.

STA 0+00 - STA 0+65 1.1.

ENTRANCE DRIVE BASE REPAIR REQUIRED IN THE FOLLOWING AREAS:1.

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AWARDABLE OPTION

LEGEND

CONTRACTOR WORK LIMITS

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BASEBALL FIELD

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GRAVEL

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3+00 4+00

5+00 6+00

6+10

ENTRANCE DRIVE KEY-IN PER DETAIL

GAS LINE

UNDERGROUND

WATER LINE

UNDERGROUND

ELECTRIC LINE

UNDERGROUND

PAVEMENT IMPROVEMENTS

ACCOMMODATE

PARKING BUMPERS TO

HANDRAIL AND CONCRETE

REMOVE AND RE-INSTALL HANDICAP

IMPROVEMENTS

PARKING LOT PAVEMENT

END OF VISITOR

(SEE NOTES)

TIE-IN TYP 2 LOCATIONS

WALKING TRAIL ASPHALT

FOR DETAILS.

SHEET C-1006

SPECIFICATION. SEE

STRIPING PER

PARKING SPACE

PER DETAILS AND NOTES

PAVEMENT IMPROVEMENTS

ENTRANCE DRIVE

(BASE CONTRACT)

PER DETAILS AND NOTES

PAVEMENT IMPROVEMENTS

VISITOR PARKING LOT

(AWARDABLE OPTION)

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11'-0"11'-0"9'-3" 8'-0"

APPROX. 267'-0" (27 PARKING SPACES)

5'-0"

SUBGRADE (TO REMAIN)

EXISTING COMPACTED

COURSE (19.0 MM)

2 1/2" BITUMINOUS BINDER

COURSE (9.5 MM)

1 1/2" BITUMINOUS WEARING

COURSE (9.5 MM)

1 1/2" BITUMINOUS WEARING

BASE COURSE (TO REMAIN)

EXISTING 4" BITUMINOUS AGGREGATE

EXISTING 6" SUB-BASE (TO REMAIN)

SEALANT PER NOTE

6" TYP

RAMP (TO REMAIN)

CONCRETE HANDICAP

EXISTING

TO ACCOMMODATE PAVING

REMOVE & REINSTALL EXISTING HANDRAIL

TO MATCH EXISTING LAYOUT

WHEEL STOPS EVERY OTHER

INSTALL EXISTING CONCRETE

SPECIFICATION (TYP)

4" WIDE WHITE STRIPE PER

18'-0" (TYP) 2'-0" (TYP)

(BASE REPAIR AREAS ONLY)

COURSE (ODOT ITEM 304)

10" COMPACTED AGGREGATE BASE

BASE & 6" SUBBASE TO BE REPLACED W/

EXISTING 4" BITUMINOUS AGGREGATE

VARIES

DO NOT OBSTRUCT CURB NOTCHES.

TO DRAIN TOWARD PARKING LOT.

EXISTING CONCRETE CURB NOTCHED

EXISTING ASPHALT

TACK COAT EDGE OF

SAWCUT EXISTING PAVEMENT

OF ACCESSIBLITY (ISO 7001)(TYP OF 2)

STENCILED INTERNATIONAL SYMBOL

48"x40-3/4" BLUE SQUARE WITH WHITE

STATION

COMFORT

POLE

FLAG

LAND WALL

T Y

P

T Y

P

TYP

SIDEWALK

N

20' 40'0

SCALE: 1"=20'

1/4" / FEET 1/4" / FEET1" / FEET

NOTES

0 4' 8'2'

SCALE: 1/4"=1'

LC

SLOPE VARIES

NOTES

NOTES

NEW PAVEMENTEXISTING PAVEMENT

CURBCURB

CURB

NOTES

GRASS GRASS

PER SPECIFICATION SECTION 32 12 16.00 08 (3.5.3).

ALL JOINTS BETWEEN EXISTING CONCRETE CURBS AND NEW ASPHALT SHALL BE SEALED4.

POSITIVE SITE DRAINAGE.

CONTRACTOR SHALL PLACE SCRATCH/LEVELING COURSE AS NECESSARY TO ENSURE3.

PRIOR TO PLACEMENT OF SCRATCH OR WEARING COURSE.

CONTRACTOR SHALL PREPARE AND PROOF-ROLL EXISTING BASE PER SPECIFICATION 2.

SURFACE COURSE WITHIN ENTIRE VISITOR PARKING LOT.

DETAILS. CONTRACTOR SHALL REMOVE EXISTING 1-1/2" ASPHALTIC CONCRETE

1. DEMOLITION: SEE REFERENCE DRAWING O-LHA-12/31.2 FOR EXISTING ROAD STRUCTURE

SCALE: 1/4"=1'-0"

PAVEMENT KEY-IN

AND EXISTING MATERIALS.

ASPHALT SURFACE WHICH WILL ENSURE BONDING OF NEW

SHALL BE ADJUSTED TO PROVIDE A SOLID, NEAT & CLEAN

HIGHWAY EDGE OF PAVEMENT. SAWCUT ALIGNMENT

OHIO STATE ROUTE 7 SHALL BE SAWCUT ALONG EXISTING3.

AT A RATE OF 0.25 GAL/SY.

BITUMINOUS LIQUID PAVEMENT SEALANT, 12" WIDE

2. ALL COLD JOINTS SHALL BE SEALED WITH A HOT

STRUCTURE.

TACK COATED PRIOR TO PLACEMENT OF NEW ROAD

1. PAVEMENT KEYS SHALL BE SAWCUT, CLEANED AND

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CONCRETE CURB

EXISTING

EXISTING GRADE. SEED DISTURBED ROAD SHOULDER PER SPECIFICATION.

6. CONTRACTOR SHALL ADD TOPSOIL AS NECESSARY TO SMOOTHLY TAPER SHOULDER TO

PRIOR TO PLACEMENT OF WEARING COURSE.

CONTRACTOR SHALL APPLY TACK COAT PER SPECIFICATION TO TOP OF BINDER COURSE 5.

PRIOR TO PLACEMENT OF NEW MATERIAL

CONTRACTOR SHALL PROOF-ROLL PREPARED BASE OR SUBGRADE PER SPECIFICATION 4.

SECTION 32 11 23.

3. CONTRACTOR SHALL PREPARE SUBGRADE AND BASE PER SPECIFICATION

SEE SHEET C-1005 CONSTRUCTION NOTES FOR REQUIRED BASE REPAIR AREAS.2.

BASE AND EXISTING 6" SUBBASE.

OFFICER, THE CONTRACTOR SHALL REMOVE EXISTING 4" BITUMINOUS AGGREGATE

ARE INDICATED ON THE PLANS OR AS DIRECTED IN THE FIELD BY THE CONTRACTING

SURFACE COURSE ALONG ENTIRE ENTRANCE DRIVE. WHERE BASE REPAIR AREAS

DETAILS. CONTRACTOR SHALL REMOVE EXISTING 1-1/2" ASPHALTIC CONCRETE

1. DEMOLITION: SEE REFERENCE DRAWING O-LHA-12/31.2 FOR EXISTING ROAD STRUCTURE

SCALE: 1/4"=1'-0"

(AWARDABLE OPTIONS)

TYPICAL CROSS SECTION

VISITOR PARKING LOT

SCALE: 1/4"=1'-0"

(BASE CONTRACT)

TYPICAL CROSS SECTION

ENTRANCE DRIVE

SCALE: 1"=20'-0"

(AWARDABLE OPTION)

PARKING LOT STRIPING PLAN

REPLACED TO THE SATISFACTION OF THE CONTRACTING OFFICER.

OF CONCRETE WHEEL STOPS. ANY DAMAGE MUST BE REPAIRED OR

CAUSED DURING THE REMOVAL, STORAGE AND RE-INSTALLATION

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

STOP WITH NON-SHRINK GROUT.

ANCHOR HOLES SHALL BE SEALED TO TOP OF WHEEL

W/ TWO (2) STEEL ANCHORS (#4 REBAR x 1’-6” LENGTH).

1. EACH CONCRETE WHEEL STOP SHALL BE INSTALLED

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