2024-01-30-5092184-RFP-Drawings.pdf

PDF 3 MB Posted

Attached to
REHABILITATE WATERFRONT MSU USCG CLEVELAND HARBOR, CLEVELAND OH (NMACC III POOL 2 PHASE 2)
Solicitation number
70Z04724RPCNI0001
Issued by

About this file

This package includes construction drawings and specifications for the Rehabilitate Waterfront MSU USCG Cleveland Harbor project in Cleveland, Ohio. The project scope involves constructing a new bulkhead, fender system, concrete cap, and cutter utility shore ties for telecom, electrical, water and sewer services. Additional work includes repairing the floating pier and marine fuel distribution system, installing new sanitary sewer lines to prevent freezing and ensure positive flow, and performing site work such as pavement patching and utility work. The drawings depict existing site conditions, proposed demolition plans, a conceptual site plan layout, and a temporary mooring location plan. Specifications provide general notes regarding contractor parking, mooring layout details, and floating dock positioning.

The related federal contract opportunity is a solicitation available only to successful offerors from NMACC III Pool 2 Phase 1 for the seed project under contract number 70Z04723RNMACCSB. The solicitation number is 70Z04724RPCNI0001. The opportunity involves rehabilitating the waterfront and MSU at the US Coast Guard station in Cleveland Harbor, Cleveland, Ohio, according to the scope of work in the construction drawings and specifications. The Department of Homeland Security Coast Guard is the issuing agency.

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Text version

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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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EXISTING CONDITIONS

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PROJECT NUMBER: 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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CIVIL ENGINEERING

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579.09

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2003 2004

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BM 200

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DR. OLIVIA HOOKER

BUILDING

COAST GUARD EXCHANGE (CGX)

1 STORY

METAL/BLOCK

PETTY OFFICER

MICHAEL O'NEILL

BUILDING

4" P

VC

4" P

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.2 9'

N55° 27' 18"E 666.28'

S24° 43' 44"W

29.23'

578579

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ASPHALT

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INTERCOM

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STORM WATER

OUTLET STRUCTURE

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USCG MSU CLEVELAND HARBOR

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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

4" TREE

6" 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

EA

ST

TH

H

ST

RE

ET

(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

TM

1 STY. FRAME

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CONC.

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NE

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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.

12" STM.

DR. OLIVIA HOOKER

BUILDING

COAST GUARD EXCHANGE (CGX)

1 STORY

METAL/BLOCK

PETTY OFFICER

MICHAEL O'NEILL

BUILDING

4" P

VC

4" P

VC

12" STM.

12" STM.

12" VCP

12" VCP

12" INV. 572.67 (RECORD)

CONC. RAMP

POTABLE WATER TANK

GA

SO

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TA

NK

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ES

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TA

NK

OIL

4" WTR.

6" FIRE

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12" DIP12" DIP

6" VCP

SPEED BUMP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

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RA

TO

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TR

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IR

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LADDER

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N3 4°

3'

"W

.5 0'

N52° 24' 56"E 692.44'

S3 4°

3'

"E

.2 9'

N55° 27' 18"E 666.28'

S24° 43' 44"W

29.23'

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585583 584

580581

581582583584

57858

6557558559

LADDER

ASPHALT

ASPHALT

CONC.

FLOOR HATCHES

LADDER

GATE

GATE

INTERCOM

GUARD SHACK

MOORING CLEAT (TYP)

MOORING BOLLARD (TYP)

FLAP GATE

STORM WATER

OUTLET STRUCTURE

CONC.

CONC.

POTABLE WATER TANK

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SHORE TIE VAULT 01

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(SHORE TIE LOCATED IN VAULT)

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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

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U.S. COAST GUARD

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CIVIL ENGINEERING

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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.

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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

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

EA

ST

TH

H

ST

RE

ET

(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

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

N3 4°

3'

"W

.5 0'

N52° 24' 56"E 692.44'

S3 4°

3'

"E

.2 9'

N55° 27' 18"E 666.28'

S24° 43' 44"W

29.23'

578579

585583 584

580581

581582583584

57858

6557558559

ASPHALT

ASPHALT

CONC.

LADDER

GATE

GATE

INTERCOM

GUARD SHACK

MOORING CLEAT (TYP)

CONC.

CONC.

N

SAFETY BUFFER

R

PU

ID

15448

RPUID 15449

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

ID

TH

6-FT WIDTH

USCG STA CLEVELAND HARBOR - CONCEPTUAL SITEPLAN LAYOUT

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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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OH

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GENERAL

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CONCEPTUAL SITEPLAN LAYOUT

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STA 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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UPDATED RPUID NUMBER.

AutoCAD SHX Text 01/30/24

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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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W

AREHOUSE

USACE

OFFICE

W

AREHOUSE

W

AREHOUSE

CONTRACTOR TO

INSTALL A NEW FENDER SYSTEM

USACE PIER

USACE PIER

TEMPORARY MOORING

POWER MOUND

(NOTIONAL LOCATION)

LOAD RESTRICTIONS

LOAD RESTRICTIONS

HEAVY VEHICLES ARE

PROHIBITED ON THE PIER

NEW HOSE BIB

CONNECTION

NN

USCG STATION CLEVELAND HARBOR - TEMPORARY MOORING LOCATION

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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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OH

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CIVIL

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TEMPORARY MOORING LOCATION

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STA 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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200'

01-5092184_G100-REV-FINAL RFP
Sheets and Views
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
Sheets and Views
C104

File details come from the government source that posted it. Updated .