2024-01-23-5092184-RFP-Drawings.pdf

PDF 3 MB Posted Jan 24, 2024

Attached to: REHABILITATE WATERFRONT MSU USCG CLEVELAND HARBOR, CLEVELAND OH (NMACC III POOL 2 PHASE 2)
Solicitation number: 70Z04724RPCNI0001
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Jan 24, 2024

This package includes construction drawings and specifications for a federal solicitation seeking rehabilitation of the waterfront and marine support unit at the U.S. Coast Guard station in Cleveland, Ohio. The project scope includes installation of a new bulkhead, fender system, concrete cap, and cutter utility shore ties for telecommunications, electrical, water and sewer lines. Site work comprises pavement patching, utility work, lighting and striping. Repairs to the floating pier and marine fuel distribution system and bilge water tank are also required. The solicitation is open only to offerors that were successful awardees under the Naval Maritime-Army Corps of Engineers Contract Services III (NMACC III) Pool 2 Phase 1 indefinite delivery/indefinite quantity multiple award contract issued by the U.S. Army Corps of Engineers. Proposals are due by the date specified in the full solicitation to be distributed via DoDSafe to eligible Pool 2 Phase 2 contractors. The estimated value of this firm fixed price contract is between $5-10 million.

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PROJECT LOCATION MAP

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SITE

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U.S. COAST GUARD

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CLEVELAND, OHIO

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U.S. COAST GUARD

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REHABILITATE WATERFRONT AT MSU CLEVELAND HARBOR

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USCG MSU CLEVELAND HARBOR

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DISCIPLINE

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GENERAL

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COVER SHEET

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CIVIL

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EXISTING CONDITIONS

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CIVIL

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SHEET

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PROJECT NUMBER: 09-5092184

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CONSULTING A/E:

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SHEET ID

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REHABILITATE WATERFRONT AT

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USCG MSU CLEVELAND HARBOR

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CLEVELAND

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GENERAL

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COVER SHEET

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MSU CLEVELAND HARBOR

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US COAST GUARD FDCC

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5505 ROBIN HOOD ROAD

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NORFOLK, VA 23513

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NTS

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NTS

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U.S. COAST GUARD

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CIVIL ENGINEERING

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CIVIL

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CONCEPTUAL SITE PLAN

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CP 104

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CCTV SAN MH 1A

579.09

4" PVC 578.35

4" PVC

2003 2004

CCTV SAN MH 3

CCTV SAN MH 1B

CCTV SAN MH 2

BM 200

BM 201

BM 202

4" TREE

6" TREE

10" TREE

3" TREE

CCTV SAN MH 1

LAKE ERIE

EAST 12TH STREET

(50' Wide)

CITY OF CLEVELAND

VOL. 7880 PG.90 PAR.2

CITY OF CLEVELAND

VOL. 7880 PG.90 PAR.1

NORTH MARGINAL ROADWAY

CLEVELAND MEMORIAL SHOREWAY NE

DED VOL. 178 PG. 28 CCMR

(9 9'

W ide

UNITED STATES OF AMERICA

VOL. 33 PG. 510 C.C.R

4" WTR.

6" FIRE

4" W

TR.

6" FIRE

4" WTR.

6" FIRE

4" REDUCED PRESSURE BACKFLOW

PREVENTER ON 4" WATER IN

HEATED ABOVE GROUND CLOSURE

PUMP STATION

4" WTR.

12" STM.

" S

1 STY. FRAME

SHED ON

CONC.

ELEC. BLDG.

1 STY. BLOCK

M E/

12" PILE (TYP)

FLOATING CONC. & WOOD DOCK

ANCHORED TO 12" PILES

18" INV. 575.20 (RECORD)

" C

M P

12" INV. 572.66 (RECORD)

12" STM.

DR. OLIVIA HOOKER

BUILDING

COAST GUARD EXCHANGE (CGX)

1 STORY

METAL/BLOCK

PETTY OFFICER

MICHAEL O'NEILL

BUILDING

4" P

12" STM.

12" VCP

12" INV. 572.67 (RECORD)

CONC. RAMP

POTABLE WATER TANK

OIL

4" WTR.

6" FIRE

4" WTR.

12" DIP12" DIP

6" VCP

SPEED BUMP

ASPHALT

4" W

6" F

WTR.

WTR

SAN SHORE TIE 02

CONC.

LADDER

RADIO TOWER

N3 4°

.5 0'

N52° 24' 56"E 692.44'

S3 4°

.2 9'

N55° 27' 18"E 666.28'

S24° 43' 44"W

29.23'

578579

585583 584

581582583584

57858

6557558559

LADDER

ASPHALT

CONC.

FLOOR HATCHES

LADDER

GATE

INTERCOM

GUARD SHACK

MOORING CLEAT (TYP)

MOORING BOLLARD (TYP)

FLAP GATE

STORM WATER

OUTLET STRUCTURE

CONC.

POTABLE WATER TANK

SAN SHORE TIE 01

SHORE TIE VAULT 01

SHORE TIE VAULT 02

SHORE TIE VAULT 03

(SHORE TIE LOCATED IN VAULT)

STATION GATE

TEMPORARY

PARKING

STATION FENCE LINE

MAIN STATION

BUILDING

BOAT MAINTENANCE

BUILDING

COAST GUARD

EXCHANGE

COAST GUARD EXCHANGE

USES WHITE 'GARAGE DOOR' FOR

LOADING / RECEIVING

EXISTING FLOATING

PIER

HAUL ROUTE

CONTRACTOR'S CONSTRUCTION

FOOTPRINT & LAYDOWN AREA

EXISTING

BULKHEAD

EXISTING STORMWATER

MANAGEMENT FACILITY

CONTRACTOR'S CONSTRUCTION

FOOTPRINT & LAYDOWN AREA

CONTRACTOR'S CONSTRUCTION

FOOTPRINT & LAYDOWN AREA

CONTRACTOR'S CONSTRUCTION

FOOTPRINT & LAYDOWN AREA

EXISTING FUEL

DISTRIBUTION SYSTEM

AND BILGE WATER TANK

HAUL ROUTE

TEMPORARY FLOATING

PIER LOCATION

USCG MSU CLEVELAND HARBOR - EXISTING CONDITIONS

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USCG DRAWING N0.

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USCG TASK NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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REHABILITATE WATERFRONT AT

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USCG MSU CLEVELAND HARBOR

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CLEVELAND

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CIVIL

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EXISTING CONDITIONS

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MSU CLEVELAND HARBOR

AutoCAD SHX Text C101

AutoCAD SHX Text 09-5092184

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US COAST GUARD FDCC

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5505 ROBIN HOOD ROAD

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NORFOLK, VA 23513

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NTS

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NTS

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U.S. COAST GUARD

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CIVIL ENGINEERING

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SCALE: 1"=25'

AutoCAD SHX Text 50'

AutoCAD SHX Text 1" = 25'

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125'

CP 104

CP 105

CP 106

CP 107

CP 108

CP 109

CP 110

CP 111

CP 112

CP 113

CP 114

CCTV SAN MH 1A

579.09

4" PVC 578.35

4" PVC

2003 2004

CCTV SAN MH 3

CCTV SAN MH 1B

CCTV SAN MH 2

4" TREE

6" TREE

10" TREE

3" TREE

CCTV SAN MH 1

LAKE ERIE

EAST 12TH STREET

(50' Wide)

CITY OF CLEVELAND

VOL. 7880 PG.90 PAR.2

CITY OF CLEVELAND

VOL. 7880 PG.90 PAR.1

NORTH MARGINAL ROADWAY

CLEVELAND MEMORIAL SHOREWAY NE

DED VOL. 178 PG. 28 CCMR

(9 9'

W ide

UNITED STATES OF AMERICA

VOL. 33 PG. 510 C.C.R

4" WTR.

6" FIRE

4" W

TR.

6" FIRE

4" WTR.

6" FIRE

4" REDUCED PRESSURE BACKFLOW

PREVENTER ON 4" WATER IN

HEATED ABOVE GROUND CLOSURE

PUMP STATION

4" WTR.

12" STM.

" S

1 STY. FRAME

SHED ON

CONC.

ELEC. BLDG.

1 STY. BLOCK

M E/

12" PILE (TYP)

FLOATING CONC. & WOOD DOCK

ANCHORED TO 12" PILES

18" INV. 575.20 (RECORD)

" C

M P

12" INV. 572.66 (RECORD)

12" STM.

DR. OLIVIA HOOKER

BUILDING

COAST GUARD EXCHANGE (CGX)

1 STORY

METAL/BLOCK

PETTY OFFICER

MICHAEL O'NEILL

BUILDING

4" P

12" STM.

12" VCP

12" INV. 572.67 (RECORD)

CONC. RAMP

POTABLE WATER TANK

OIL

4" WTR.

6" FIRE

4" WTR.

12" DIP12" DIP

6" VCP

SPEED BUMP

ASPHALT

4" W

6" F

WTR.

WTR

SAN SHORE TIE 02

CONC.

LADDER

RADIO TOWER

N3 4°

.5 0'

N52° 24' 56"E 692.44'

S3 4°

.2 9'

N55° 27' 18"E 666.28'

S24° 43' 44"W

29.23'

578579

585583 584

580581

581582583584

57858

6557558559

LADDER

ASPHALT

CONC.

FLOOR HATCHES

LADDER

GATE

INTERCOM

GUARD SHACK

MOORING CLEAT (TYP)

MOORING BOLLARD (TYP)

FLAP GATE

STORM WATER

OUTLET STRUCTURE

CONC.

POTABLE WATER TANK

SAN SHORE TIE 01

SHORE TIE VAULT 01

SHORE TIE VAULT 02

SHORE TIE VAULT 03

(SHORE TIE LOCATED IN VAULT)

TEMPORARILY RELOCATE

FLOATING PIER

REUSE MARINE FUEL

DISTRIBUTION SYSTEM

AND BILGE WATER TANK

SAW-CUT

(OPTION ITEM 1)

SAW-CUT

(OPTION ITEM 1)

REMOVE ELECTRICAL

SHORE TIES

EXISTING BULKHEAD

DEMOLISH AS NEEDED

EXISTING BULKHEAD

DEMOLITION LIMITS

PER RFP

EXISTING BULKHEAD

DEMOLISH AS NEEDED

DEMOLISH

LIGHT POLES (TYP)

AFTER

CONSTRUCTION

IS COMPLETE

SCRAPE UP

GRAVEL AND

SOD

DEMOLISH 2 BUILDINGS (ELECTRICAL

TRANSFORMER BUILDING OI1 (RPUID 15439) &

NEAH BAY STORAGE BUILDING OV1 (RPUID

15444)) TRANSFORMERS, FENCING, SIDEWALK,

ETC.

REMOVE ELECTRICAL

SHORE TIESREMOVE PAVEMENT

(OPTION ITEM 1)

B-1

SB-01

SB-02

SB-03

S-2

COAST GUARD EXCHANGE (CGX) LOADING

RECEIVING AREA, CGX SHALL REMAIN OPEN

DURING CONSTRUCTION AND DEMOLITION

6-FT WIDTH8-FT W

6-FT WIDTH

USCG MSU CLEVELAND HARBOR - CONCEPTUAL DEMOLITION PLAN

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A/E COMPANY:

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CONSULTING A/E:

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A/E PROJECT NO.:

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SHEET ID

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REHABILITATE WATERFRONT AT

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USCG MSU CLEVELAND HARBOR

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CLEVELAND

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CIVIL

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DEMOLITION PLAN

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MSU CLEVELAND HARBOR

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AutoCAD SHX Text 09-5092184

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US COAST GUARD FDCC

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5505 ROBIN HOOD ROAD

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NORFOLK, VA 23513

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NTS

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U.S. COAST GUARD

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CIVIL ENGINEERING

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SCALE: 1"=30'

AutoCAD SHX Text GENERAL NOTES 1. GENERAL SOIL BORING LOCATIONS ARE GENERAL SOIL BORING LOCATIONS ARE SHOWN. EXACT REFERENCE BORING LOCATIONS AND DETAILS ARE PROVIDED WITHIN ATTACHMENT 'E' FOR BORINGS S-1 AND S-2 AND ATTACHMENT 'J' FOR BORINGS SB-01, SB-02, AND SB-03. 2. REFER TO RFP SPECIFICATION 01110-1.13 REFER TO RFP SPECIFICATION 01110-1.13 FOR WORK PHASING AND SEQUENCING REQUIREMENTS. 3. NO ONSITE CONTRACTOR PARKING. THE NO ONSITE CONTRACTOR PARKING. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PARK OFFSITE. 4. ALL MATERIAL LEFT BEHIND IN THE ALL MATERIAL LEFT BEHIND IN THE STORAGE BUILDING AND ELECTRICAL BUILDING AT THE TIME OF THE PRE-BID SITE VISIT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND DISPOSE. WATERFRONT NOTES 1. DWG C102 PROVIDES GENERAL FLOATING DWG C102 PROVIDES GENERAL FLOATING DOCK INFORMATION. REFER TO RFP ATTACHMENT 'C' FOR THE FLOATING DOCK CONSTRUCTION RECORDS FOR MORE DETAILS. 2. DWG C102 DOES NOT SHOW BOLLARD, DWG C102 DOES NOT SHOW BOLLARD, CLEAT, AND OTHER WATERFRONT SPECIFIC DETAILS. THOSE ITEMS CAN BE FOUND WITHIN RFP ATTACHMENT 'A' WATERFRONT INSPECTION REPORT (2017) AND ATTACHMENT 'N' SITE PHOTOS.

AutoCAD SHX Text 30'

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text 90'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

150'

CP 107

CP 108

CP 109

CP 111

CP 112

CP 113

CP 114

CCTV SAN MH 1A

579.09

4" PVC 578.35

4" PVC

CCTV SAN MH 3

CCTV SAN MH 1B

CCTV SAN MH 2

BM 200

BM 201

BM 202

4" TREE

6" TREE

10" TREE

3" TREE

CCTV SAN MH 1

LAKE ERIE

EAST 12TH STREET

(50' Wide)

CITY OF CLEVELAND

VOL. 7880 PG.90 PAR.2

CITY OF CLEVELAND

VOL. 7880 PG.90 PAR.1

NORTH MARGINAL ROADWAY

CLEVELAND MEMORIAL SHOREWAY NE

DED VOL. 178 PG. 28 CCMR

(9 9'

W ide

UNITED STATES OF AMERICA

VOL. 33 PG. 510 C.C.R

1 STY. FRAME

SHED ON

CONC.

DR. OLIVIA HOOKER

BUILDING

COAST GUARD EXCHANGE (CGX)

1 STORY

METAL/BLOCK

PETTY OFFICER

MICHAEL O'NEILL

BUILDING

CONC. RAMP

SPEED BUMP

ASPHALT

CONC.

N3 4°

.5 0'

N52° 24' 56"E 692.44'

S3 4°

.2 9'

N55° 27' 18"E 666.28'

S24° 43' 44"W

29.23'

578579

585583 584

580581

581582583584

57858

6557558559

ASPHALT

CONC.

LADDER

GATE

INTERCOM

GUARD SHACK

MOORING CLEAT (TYP)

CONC.

SAFETY BUFFER

15449

RPUID 15448

RELOCATE EXISTING FUEL DISTRIBUTION

SYSTEM AND BILGE WATER TANK. INSTALL

NEW CONCRETE PAD AND SIDEWALK.

AFTER

CONSTRUCTION

IS COMPLETE

SCRAPE UP

GRAVEL AND

SOD

NEW PORTLAND CONCRETE PAVEMENT

AND RESTRIPED PARKING LOT

(OPTION ITEM 1)

FLOATING PIER

(SEE CONSTRUCTION

SEQUENCE)

NEW BULKHEAD

WITH FENDERING

(NOTIONAL)

TEMPORARY FLOATING PIER LOCATION (SEE

WORK SEQUENCE IN RFP)

COAST GUARD EXCHANGE (CGX) LOADING

RECEIVING AREA, CGX SHALL REMAIN OPEN

DURING CONSTRUCTION AND DEMOLITION

BOLLARD

(TYP)

CLEAT (TYP)

BREASTING DOLPHIN OR

FENDER PILE (PER DOR)

RELOCATE RSL WITH

VEHICLE BARRIER, SEE RFP

SPECIFICATIONS

50' SETBACK FOR

REINSTALLED RSL

WITH VEHICLE BARRIER

EXTEND PERIMETER FENCING

6-FT WIDTH8-FT W

6-FT WIDTH

USCG STA CLEVELAND HARBOR - CONCEPTUAL SITEPLAN LAYOUT

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ER ACCESS

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USCG DRAWING N0.

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USCG FILENAME

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A/E COMPANY:

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SHEET ID

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REHABILITATE WATERFRONT AT

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USCG STA CLEVELAND HARBOR

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CLEVELAND

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GENERAL

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CONCEPTUAL SITEPLAN LAYOUT

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STA CLEVELAND HARBOR

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US COAST GUARD FDCC

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5505 ROBIN HOOD ROAD

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NORFOLK, VA 23513

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NTS

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U.S. COAST GUARD

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CIVIL ENGINEERING

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AutoCAD SHX Text NOTES: : 1. SITE DETAILS SITE DETAILS 1.1. NO ONSITE CONTRACTOR PARKING. THE NO ONSITE CONTRACTOR PARKING. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PARK OFFSITE. 2. 140-WTGB MOORING LAYOUT 140-WTGB MOORING LAYOUT 2.1. THE CONCEPT DRAWING IS FOR INFORMATION THE CONCEPT DRAWING IS FOR INFORMATION ONLY. THE FINAL CONCEPT LAYOUT SHALL BE DETERMINED BY THE DOR. 2.2. THE DOR SHALL OFFSET THE 140-WTGB THE DOR SHALL OFFSET THE 140-WTGB VESSEL MOORING BERTH 15-FT FROM THE CORNER OF THE BULKHEAD CAP. THE SAFETY BUFFER BETWEEN THE FLOATING PIER AND 140-WTGB BERTH SHOWN ARE FOR INFORMATION ONLY. 2.3. REFER TO RFP 01800-1.8 FOR TESTING REFER TO RFP 01800-1.8 FOR TESTING REQUIREMENTS FOR EXISTING BOLLARDS. THE EXISTING BOLLARDS LOCATIONS SHOWN ARE APPROXIMATE AND DO NOT REPRSENT THE ACTUAL LOCATION. IT IS THE RESPONSIBILITY OF THE DOR TO DETERMINE THE EXACT LOCATION OF EXISTING MOORING BOLLARDS AND NEW CLEATS. 3. SMALL VESSEL (FLOATING DOCK) LAYOUT SMALL VESSEL (FLOATING DOCK) LAYOUT 3.1. THE FINAL POSITION OF THE FLOATING DOCK THE FINAL POSITION OF THE FLOATING DOCK SHALL DETERMINED BY THE DOR. 3.2. POWER/LIGHT PEDESTALS, LOCKER BOXES, POWER/LIGHT PEDESTALS, LOCKER BOXES, SAFETY LADDERS, AND LIFE RINGS ARE NOT SHOW.

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AREHOUSE

USACE

OFFICE

AREHOUSE

CONTRACTOR TO

INSTALL A NEW FENDER SYSTEM

USACE PIER

TEMPORARY MOORING

POWER MOUND

(NOTIONAL LOCATION)

LOAD RESTRICTIONS

HEAVY VEHICLES ARE

PROHIBITED ON THE PIER

NEW HOSE BIB

CONNECTION

USCG STATION CLEVELAND HARBOR - TEMPORARY MOORING LOCATION

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US COAST GUARD FDCC

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5505 ROBIN HOOD ROAD

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NORFOLK, VA 23513

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200'

01-5092184_G100-REV-FINAL RFP

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G100

02-5092184_C101-REV-FINAL RFP

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C101

03-5092184_C102-REV-FINAL RFP

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C102

04-5092184_C103-REV-FINAL RFP

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C103

05-5092184_C104-REV-FINAL RFP

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C104

File details come from the government source that posted it. Updated Jan 24, 2024.