Attachment_2_-_Plans.pdf

PDF 7 MB Posted May 16, 2018

Attached to: Locks and Dam Branch Office Paving Federal contract opportunity
Solicitation number: W911WN18T8002
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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Attachment 2 - Plans

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File	Type	Posted
Attachment_1_-_Specifications_.pdf	PDF	May 16, 2018
Attachment_3_-_Price_Schedule.XLS	XLS spreadsheet	May 16, 2018
RFQ_W911WN18T8002_-_L&D_Paving.pdf	PDF	May 16, 2018
Attachment_4_-_Wage_Determination.pdf	PDF	May 16, 2018

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G-0001

®of Engineers

US Army Corps

Pittsburgh District

APPROVED BY:

BRANCH CHIEF

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

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

DATE

SUBMITTED BY:

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SECTION CHIEF

APPROVAL RECOMMENDED BY:

DATE

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NEVILLE ISLAND, ALLEGHENY COUNTY, PA

FY18 PARKING LOT PAVING PROJECT

LOCKS AND DAMS BRANCH OFFICE

PITTSBURGH ENGINEER WAREHOUSE

LOCATION

PROJECT

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CERTIFIED FINAL DOCUMENTS

ISSUE DATE: MARCH 2018

CONTRACT NO.: W911WN-XX-X-XXXX

SOLICITATION NO.: W911WN-18-T-8002

M A

R C

13 MAR 2018

15 MAR 2018

/s/ STEPHEN R. STOLTZ, P.E.

/s/ JAMES T. SHIBATA, P.E.

/s/ JEFFREY E. FRITZ, P.E.

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PROJECT LOCATION MAP

NTS

LOCATION

PROJECT

ICE BREAKERS

FLOW

OHIO RIVER (MAIN CHANNEL)

DOCK FRONT

CORPS PROPERTY

AND WAREHOUSE)

(REPAIR SHOP

BUILDING NO. 4

BRANCH OFFICE

LOCKS AND DAMS

OFFICE

ENGINEER

RESIDENT

GENERAL SITE PLAN

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Date:

POCS Serial NO.:

PENNSYLVANIA ONE CALL SYSTEM, INC.

www.pa1call.org

1-800-242-1776 or 811

CALL 3 BUSINESS DAYS BEFORE YOU DIG!

J .C

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ABBREVIATIONS

UNITED STATES ARMY CORPS OF ENGINEERSUSACE

TYPICALTYP

SQUARE YARDSY

POLYVINYL CHLORIDE PIPEPVC

NOT TO SCALENTS, N.T.S.

MISCELLANEOUSMISC

MINIMUMMIN

MAXIMUMMAX

LOCKS AND DAMSL/D

GALLONGAL

EQUIPMENTEQPT

DIAMETERDIM

CENTERLINECL

GENERAL NOTES

REPRESENT EXISTING FEATURES.

1. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE

DRAWINGSCONTRACT

NAMEFILE

NO.

SHEET

TITLEDRAWING

GENERAL

PEW_LDBO_100_G-0001 G-0001 SHEETCOVER

PEW_LDBO_203_G-0002 G-0002 MAPS VICINITY AND LOCATIONPROJECT

PEW_LDBO_100_G-0003 G-0003 SHEET LEGEND AND ABBREVIATIONS INDEX,DRAWING

CIVIL

PEW_LDBO_668_C-1001 C-1001 PLAN PREPARATION SITE ANDDEMOLITION

PEW_LDBO_668_C-1002 C-1002 PLAN IMPROVEMENTS SITEPROPOSED

PEW_LDBO_668_C-5003 C-5003 SHEET DETAILSPAVING

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CONTRACTOR WORK LIMITS

FENCE (EXISTING)

GUIDE RAIL (EXISTING)

UTILITY POLE (EXISTING)

WATER SUPPLY VALVE (EXISTING)

POLE-MOUNTED LIGHT (EXISTING)

CONTRACTOR LAYDOWN AREA LIMITS

TREES/SHRUBS (EXISTING)

CONCRETE JERSEY BARRIER (EXISTING)

PIPE BOLLARD (EXISTING)

AREA (SHEET C-1001)

EXISTING ASPHALT REMOVAL

AREA (SHEET C-1001)

EXISTING CONCRETE REMOVAL

LEGEND

LIMITS OF SITE PREPARATION (BID OPTION ITEMS)

LIMITS OF SITE PREPARATION (BASE BID ITEMS)

(SHEET C-1002)

NEW ASPHALT PAVEMENT AREA (BASE BID ITEMS)

(SHEET C-1002)

NEW GRAVEL SURFACE AREA (BASE BID ITEMS)

(SHEET C-1002)

NEW ASPHALT PAVEMENT AREA (BID OPTION ITEMS)

(SHEET C-1002)

NEW GRAVEL SURFACE AREA (BID OPTION ITEMS)

A GRADING REFERENCE POINT (SHEET C-1002)

5' -0

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(NOT IN USE)

BUILDING

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BUILDING

SECURITY

(SLIDING)

GATE

ASPHALT SIGN

USACE

ASPHALT

GAS METER

GRAND AVENUE

INLET

BARRIER

JERSEY

CONCRETE

(TYP)

BOLLARD

PIPE

ROLL-UP DOOR

MAIN ENTRANCE

GRASS

CONC

CONCRETE

GRAVEL

CONCRETE

ASPHALT

PARKING LOT

ON CONCRETE PAD

HVAC EQUIPMENT

STEP

CONCRETE

E Q

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ENTRANCE ROAD

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ENTRANCE

DRIVEWAY

ACCESS

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EQUIPMENT

ELECTRICAL

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WORK LIMITS

CONTRACTOR

SEE NOTE 11

SEE NOTE 12

SEE NOTE 10

SEE NOTE 9

AREA

LAYDOWN

CONTRACTOR

WORK LIMITS

CONTRACTOR

SEE NOTE 1

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C-1001

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DEMOLITION AND SITE PREPARATION NOTES

20' 40'0

SCALE: 1"=20'

PLAN - SITE PREPARATION AND DEMOLITION

SCALE: 1" = 20'-0"

SEE NOTE 8

LEGEND SYMBOLS, SEE SHEET G-0003.

1. FOR GENERAL NOTES, A LIST OF ABBREVIATIONS, AND ADDITIONAL

AND 13

SEE NOTES 2

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(BID OPTION ITEM).

MATERIAL PLACEMENT AND DRAINAGE CONSIDERATIONS

MATERIAL TO A DEPTH OF 4" TO ACCOMMODATE NEW ROAD

13. REMOVE AND DISPOSE OF EXISTING ENTRANCE ROAD

PICNIC TABLE TO ACCOMMODATE CONSTRUCTION.

12. REMOVE, TEMPORARILY STORE, AND RE-INSTALL EXISTING

CONTRACTING OFFICER PRIOR TO REMOVAL.

TO ACCOMMODATE CONSTRUCTION. COORDINATE WITH THE

STRUCTURE AND ROOF DOWNSPOUT PIPING AS NECESSARY

11. REMOVE AND RE-INSTALL EXISTING WOOD FLOWER PLANTER

AROUND WOOD POSTS TO PREVENT WATER INTRUSION.

EXISTING CONCRETE PAD. BITUMINOUSLY SEAL ON AND

10. CUT EXISTING 6"x6" WOOD POSTS FLUSH WITH TOP OF

BACKFILL TO GRADE WITH PENNDOT 2A STONE.

9. REMOVE AND DISPOSE OF EXISTING 6'x9' CONCRETE RAMP.

DEMOLITION.

MINIMUM OF 72 HOURS PRIOR TO PROPOSED CONCRETE SLAB

REPLACEMENT. NOTIFY THE CONTRACTING OFFICER A

DEPTH, CONTRACTOR GRADING PLAN, AND MANHOLE FRAME

SLAB TO ACCOMMODATE PROPOSED ASPHALT SURFACING

8. SAW-CUT AND SELECTIVELY DEMOLISH EXISTING CONCRETE

MATERIAL TO A DEPTH OF 12".

7. REMOVE AND DISPOSE OF EXISTING ENTRANCE APRON

PRIOR TO PROPOSED CLOSING TIME.

WITH THE CONTRACTING OFFICER A MINIMUM OF 72 HOURS

6. COORDINATE PARKING LOT AND ENTRANCE DRIVE CLOSURE

UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION.

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IF ANY

UTILITIES DURING CONSTRUCTION. CONTRACTOR SHALL

RESPONSIBLE FOR LOCATING AND AVOIDING EXISTING

5. LOCATION OF BURIED UTILITIES IS UNKNOWN. CONTRACTOR IS

SPECIFICATION SECTION 32 11 23.

SITE PREPARATION AREA. PREPARE SUBGRADE AND BASE PER

4. REMOVE AND DISPOSE OF UNSUITABLE BASE MATERIAL WITHIN

MATERIAL WITHIN SITE PREPARATION AREA.

3. REMOVE AND DISPOSE OF EXISTING BITUMINOUS SURFACING

2. LIMITS OF SITE PREPARATION AREA (BID OPTION ITEMS).

1. LIMITS OF SITE PREPARATION AREAS (BASE BID ITEMS).

SEE NOTE 7

CONTRACTOR WORK LIMITS

CONTRACTOR LAYDOWN AREA LIMITS

EXISTING ASPHALT REMOVAL AREA

EXISTING CONCRETE REMOVAL AREA

LIMITS OF SITE PREPARATION (BASE BID ITEMS)

LIMITS OF SITE PREPARATION (BID OPTION ITEMS)

NOTE

25'

18'±

45'-0"

140'-0"

12'-0"

16'-0"

12'-0"

5' -0

108'-0" 17'-0"

WVWV

E Q

P T

E Q P T

CONC

POLE

FLAG

E W

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CONC

CONCCONC

CONC

(NOT IN USE)

BUILDING

BRANCH OFFICE

LOCKS AND DAMS

BUILDING

SECURITY

(SLIDING)

GATE

ASPHALT SIGN

USACE

ASPHALT

GAS METER

GRAND AVENUE

INLET

BARRIER

JERSEY

CONCRETE

(TYP)

BOLLARD

PIPE

ROLL-UP DOOR

MAIN ENTRANCE

GRASS

CONC

GRAVEL

ASPHALT

PARKING LOT

ON CONCRETE PAD

HVAC EQUIPMENT

STEP

CONCRETE

ENTRANCE ROAD

AREA

PARKING

EQUIPMENT

ELECTRICAL

BOLLARDS

DRIVEWAY

ACCESS

BOLLARD

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WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

C R

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C-1002

M S

20' 40'0

SCALE: 1"=20'

PLAN - PROPOSED SITE IMPROVEMENTS

SCALE: 1" = 20'-0"

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SEE NOTE 6

SEE NOTE 5

A C-5003

CONSTRUCTION NOTES

PROPOSED GRADING NOTES

LEGEND SYMBOLS, SEE SHEET G-0003.

1. FOR GENERAL NOTES, A LIST OF ABBREVIATIONS, AND ADDITIONAL

AREA (SEE NOTE 20)

DRAINAGE TRANSITION

SEE NOTE 19

B C-5003

AREA (SEE NOTE 20)

DRAINAGE TRANSITION

SEE NOTE 2

S L O P E

SEE NOTE 13

SEE NOTE 2

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POINT (TYP A THRU J)

GRADING REFERENCE

S L O P E

KEY-IN

PAVEMENT1

C-5003

KEY-IN

PAVEMENT 1

C-5003

(SEE NOTE 1)

ROAD APRON

NEW ENTRANCE

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13. (BID OPTION ITEM) PLACE AND COMPACT 4" GRAVEL SURFACING (PENNDOT 2A).

FOR ADDITIONAL INFORMATION.

12. (BID OPTION ITEM) PLACE AND COMPACT 4" HOT MIX ASPHALT. SEE SECTION B, SHEET C-5003

TAPERING FROM TOP OF NEW ASPHALT TO BLEND INTO EXISTING GRADE.

OTHERWISE, CONTRACTOR SHALL DRESS SHOULDERS WITH STONE (PENNDOT 2A), SMOOTHLY

11. RESTORE ALL SURFACES DISTURBED DURING CONSTRUCTION. GRASS AREAS SHALL BE SEEDED;

COURSE PER SPECIFICATION SECTION 32 12 13.

ASPHALT; ALSO TACK-COAT THE TOP OF BINDER COURSE PRIOR TO PLACEMENT OF WEARING

10. APPLY TACK-COAT ALONG INTERFACE OF NEW ASPHALT WITH ALL EXISTING CONCRETE AND

OF NEW AGGREGATE AND/OR ASPHALT.

9. PREPARE SUBGRADE AND BASE PER SPECIFICATION SECTION 32 11 23 PRIOR TO PLACEMENT

A MINIMUM OF 72 HOURS PRIOR TO PROPOSED CLOSING TIME.

8. COORDINATE PARKING LOT AND ENTRANCE APRON CLOSING WITH THE CONTRACTING OFFICER

PARKING AREA PAVEMENT.

7. PLACE 6' x 12' ASPHALT EXTENSION FOR DUMPSTER PAD ON PREPARED SURFACE INTEGRAL TO

SITE GRADING.

6. RAISE EXISTING WATER VALVE BOXES (3 EACH) AS NECESSARY TO ACCOMMODATE IMPROVED

ACCOMODATE IMPROVED SITE GRADING. EXISTING MANHOLE FRAME AND LID TO REMAIN.

5. FURNISH AND INSTALL MANHOLE ADJUSTMENT RING (NOMINAL 32" DIA X 2" RISE) TO

HEAVY-DUTY H-20 TRAFFIC-RATED MANHOLE FRAME AND SOLID LID.

4. REMOVE AND DISPOSE OF EXISTING MANHOLE FRAME AND LID. FURNISH AND INSTALL NEW

GRAVEL SURFACING.

3. PLACE AND COMPACT 4" GRAVEL SURFACING (PENNDOT 2A). GRADE TO DRAIN AWAY FROM

INFORMATION. END BASE BID PARKING LOT ASPHALT PAVING AT EXISTING BOLLARD.

2. PLACE AND COMPACT 4" HOT-MIX ASPHALT. SEE SECTION A, SHEET C-5003 FOR ADDITIONAL

SEE DETAIL 2, SHEET C-5003 FOR ADDITIONAL INFORMATION.

1. PLACE AND COMPACT GEOTEXTILE MAT, 6" AGGREGATE BASE COURSE, AND 6" HOT-MIX ASPHALT.

21. FILL UTILIZED UNDER ROAD AND PARKING AREAS SHALL BE PENNDOT 2A STONE.

WATER.

FROM PAVEMENT, ENSURE POSITIVE SITE DRAINAGE, AND MINIMIZE POTENTIAL FOR STANDING

ENTRANCE ROAD CROSS-SECTION SHALL BE ADJUSTED TO SHEET FLOW STORMWATER AWAY

20. DRAINAGE TRANSITION AREAS SHALL BE COORDINATED IN THE FIELD BY THE CONTRACTOR.

ASPHALT DRIVE AT TIE-IN. SLOPE NEW PAVEMENT TO DRAIN TO EXISTING DROP INLET.

19. NEW ENTRANCE APRON TOP OF PAVEMENT ELEVATION SHALL MATCH THAT OF EXISTING

CONCRETE PAD ELEVATIONS.

18. GRADING POINT "I" - MATCH NEW TOP OF PAVEMENT ELEVATION WITH TOP OF EXISTING

ACCOMMODATE REQUIRED SLOPE.

17. GRADING POINTS "D", "E", "F" AND "G" - ADJUST PROPOSED TOP OF PAVEMENT ELEVATION TO

ASPHALT PAVEMENT. GRADE TO ACCOMMODATE INCREASED PAVEMENT DEPTH.

OF PAVEMENT ELEVATION TO TIE FLUSH INTO EXISTING CONCRETE WALK, ACCESS DOORS, AND

16. GRADING POINTS "A" AND "B" - MATCH NEW TOP OF PAVEMENT ELEVATION WITH EXISTING TOP

15. ALL GRADING SHALL DRAIN AWAY FROM EXISTING BUILDINGS.

SLAB REMOVAL AND COMPLETE MEASUREMENTS NECESSARY FOR MANHOLE ADJUSTMENTS.

GRADING PLAN SUBMISSION, CONTRACTOR SHALL INVESTIGATE FEASIBILITY OF CONCRETE

WORKING DAYS PRIOR TO CONSTRUCTION, PER SPECIFICATION SECTION 31 00 00. PRIOR TO

14. SUBMIT A SITE GRADING PLAN TO THE CONTRACTING OFFICER FOR APPROVAL A MINIMUM OF 10

CONTRACTOR WORK LIMITS

NEW ASPHALT PAVEMENT AREA (BASE BID ITEMS)

NEW GRAVEL SURFACE AREA (BASE BID ITEMS)

NEW ASPHALT PAVEMENT AREA (BID OPTION ITEMS)

NEW GRAVEL SURFACE AREA (BID OPTION ITEMS)

A GRADING REFERENCE POINT

NOTE

(TYP)

NEW PAVEMENTEXISTING PAVEMENT (TO REMAIN)

1'-0" 1'-0"

18'-0"

C-5003

C R

A T

P A

G D

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TYPICAL PAVEMENT KEY-IN DETAIL

C-1002 NTS

DETAIL

C-1002 NTS

DETAIL

C-1002 NTS

SECTION

ENTRANCE ROAD APRON DETAIL

C-1002 NTS

SECTION

NOTES:

2. SECTION B PERTAINS TO A BID OPTION ITEM.

LEGEND SYMBOLS, SEE SHEET G-0003.

1. FOR GENERAL NOTES, A LIST OF ABBREVIATIONS, AND ADDITIONAL

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CERTIFIED FINAL DOCUMENTS

SAWCUT EXISTING BITUMINOUS PAVEMENT SEALANT (SEE NOTE 2)

EXISTING ASPHALT

TACK-COAT EDGE OF

PAVEMENT KEY-IN NOTES:

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

GROUND

EXISTING

INLET

DROP

EXISTING

(TYP BOTH SHOULDERS)

WITH PENNDOT 2A

DRESS SHOULDER

DRAIN

EXISTING DROP INLET

SLOPE TO DRAIN TO

PLACING GEOTEXTILE

SUBGRADE PRIOR TO

COMPACT EXISTING

COURSE (PENNDOT 2A)

6" AGGREGATE BASE

GEOTEXTILE

SLOPE

1.00%±

BINDER COURSE (25mm)

4 1/2" BITUMINOUS

WEARING COURSE (9.5mm)

1 1/2" BITUMINOUS

TACK COAT

ENTRANCE ROAD APRON NOTES:

6. EXTEND AGGREGATE BASE COURSE 1'-0" BEYOND PROPOSED EDGE OF PAVEMENT.

UTILIZE PENNDOT 2A AGGREGATE FOR DRESSING GRADING ADJUSTMENTS.

5. GRADE DOWN-SLOPE SHOULDER AND DITCH TO DRAIN TO EXISTING DROP INLET.

4. INSTALL GEOTEXTILE PER SPECIFICATION SECTION 31 05 19.

COURSE PER SPECIFICATION SECTION 32 12 13.

3. APPLY TACK-COAT TO TOP OF BINDER COURSE PRIOR TO PLACEMENT OF WEARING

2. PREPARE SUBGRADE PER SPECIFICATION SECTION 32 11 23.

1. REMOVE AND DISPOSE OF EXISTING ROAD MATERIAL DOWN TO A DEPTH OF 12".

LC DRIVEWAY

SLOPE

2.00%±

SLOPE

2.00%±

BUILDING

EXISTING

FACE OF

MANHOLE

SEPARATOR

EXISTING GRIT

6" PVC

WEARING COURSE (9.5mm)

1 1/2" BITUMINOUS

BINDER COURSE (19.0mm)

2 1/2" BITUMINOUS

SUBGRADE

COMPACTED

GRADE TO DRAIN

F G

POINT (TYP)

REFERENCE

GRADING

SEE NOTE 2

GROUND

EXISTING

MANHOLE FRAME AND LID

REMOVE AND REPLACE

AND EXISTING BUILDING

PROPOSED PAVEMENT

SEAL INTERFACE OF

TACK COAT

PARKING AREA PAVING NOTES:

SPECIFICATION SECTION 32 12 13.

4. APPLY TACK-COAT TO TOP OF BINDER COURSE PRIOR TO PLACEMENT OF WEARING COURSE PER

3. PREPARE SUBGRADE PER SPECIFICATION SECTION 32 11 23.

2. BOTTOM OF PROPOSED BINDER COURSE SHALL BE ABOVE CONCRETE MANHOLE STRUCTURE.

ON THIS SECTIONAL VIEW.

SHALL INCLUDE PROPOSED RELATIVE ELEVATIONS OF GRADING REFERENCE POINTS INDICATED

1. A GRADING PLAN SHALL BE SUBMITTED PER SPECIFICATION SECTION 31 00 00. GRADING PLAN

GROUND

EXISTING

SLOPE

2.00%±

BINDER COURSE (19mm)

2 1/2" BITUMINOUS

WEARING COURSE (9.5mm)

1 1/2" BITUMINOUS

COMPACTED SUBGRADE

(TYP BOTH SHOULDERS)

STONE TO ACCOMODATE DRAINAGE

DRESS SHOULDER WITH PENNDOT 2A

TACK COAT

ENTRANCE ROAD PAVING NOTES:

WEARING COURSE PER SPECIFICATION SECTION 32 12 13.

3. APPLY TACK-COAT TO TOP OF BINDER COURSE PRIOR TO PLACEMENT OF

2. PREPARE SUBGRADE PER SPECIFICATION SECTION 32 11 23.

1. REMOVE SUFFICIENT ROAD MATERIAL TO ACCOMODATE NEW PAVEMENT DEPTH.

G-0001

G-0002

G-0003

C-1001

C-1002

C-5003

File details come from the government source that posted it.