AMEND_009_ Revised Drawings - West Amendment 9.pdf

PDF 15 MB Posted Jul 20, 2022

Attached to: Design-Build USCG Hurricane Rebuild San Juan Phase III West/Central
Solicitation number: 70Z04722R43000001
Issued by: Department of Homeland Security US Coast Guard

View the file

Other files

File	Type	Posted
AMEND_012_RFP3 PRICE PROPOSAL FORM rev2.pdf	PDF	Aug 5, 2022
AMEND 012 SAN_JUAN_PHASE_III.pdf	PDF	Aug 5, 2022
AMEND 0011_Exchange Trailer - Sales Area.pdf	PDF	Aug 3, 2022
AMEND 0011 SAN_JUAN_PHASE_III.pdf	PDF	Aug 3, 2022
AMEND 011_Exchange Trailer -Storage Room.pdf	PDF	Aug 3, 2022
AMEND 010 SAN JUAN PHASE III.pdf	PDF	Jul 27, 2022
AMEND 010_RFP3 PRICE PROPOSAL FORM revised.pdf	PDF	Jul 27, 2022
AMEND_009_SAN_JUAN_PHASE_III.pdf	PDF	Jul 20, 2022
AMEND_009_ Space Criteria Sheets - Buildings 117 and 118.pdf	PDF	Jul 20, 2022
AMEND_009_Attachment G - San Juan_Phasing Diagrams.pdf	PDF	Jul 20, 2022
AMEND 0008 SAN JUAN PHASE III.pdf	PDF	Apr 19, 2022
AMEND_007_10878158_AD_104_rev1.pdf	PDF	Apr 6, 2022
AMEND_007_10878158_A101_rev1.pdf	PDF	Apr 6, 2022
AMEND_007_SAN_JUAN_PHASE_III.pdf	PDF	Apr 6, 2022
AMEND 006 SAN_JUAN_PHASE_III_1.pdf	PDF	Apr 1, 2022
AMEND 0005 SAN_JUAN_PHASE_III.pdf	PDF	Mar 22, 2022
AMEND_0004_10878158-E-001.pdf	PDF	Mar 17, 2022
AMEND_0004_10878158-A-112.pdf	PDF	Mar 17, 2022
AMEND_0004_10878158-E-003.pdf	PDF	Mar 17, 2022
AMEND_0004_Wage Determination.pdf	PDF	Mar 17, 2022
AMEND 0004_SAN_JUAN_PHASE_III.pdf	PDF	Mar 17, 2022
AMEND_0004_10878158-G-001.pdf	PDF	Mar 17, 2022
AMEND_0003_Attachment L-Part 3 of 3-As-Built Reference Drawings.pdf	PDF	Mar 10, 2022
AMEND 003 SAN JUAN PHASE III.pdf	PDF	Mar 10, 2022
AMEND_0003_Attachment K - Final Geotechnical Report and Soil Sampling Report.pdf	PDF	Mar 10, 2022
AMEND_0003_Space Criteria Sheet H112 General Storage.pdf	PDF	Mar 10, 2022
AMEND_0003_10878158C102-rev1.pdf	PDF	Mar 10, 2022
AMEND_003_Attachment L-Part 2 of 3-As-Built Reference Drawings.pdf	PDF	Mar 10, 2022
AMEND 0003_10878158C101_rev1.pdf	PDF	Mar 10, 2022
AMEND 0003_Wage_Determination_PR20220001 01072022.pdf	PDF	Mar 10, 2022
AMEND_0003_Attachment L-Part 1 of 3-As-Built Reference Drawings.pdf	PDF	Mar 10, 2022
AMEND 0002 SAN JUAN PHASE III.pdf	PDF	Feb 24, 2022
AMEND 0001.pdf	PDF	Feb 1, 2022
RFP W-10878158 Appendix A - ComputerGenDrwgs.pdf	PDF	Jan 28, 2022
Attachment H - BESEP Base and Sector San Juan 03AUG21.pdf	PDF	Jan 28, 2022
TO Announcement San Juan_Phase III_Final_1.pdf	PDF	Jan 28, 2022
Attachment A - Drawings.pdf	PDF	Jan 28, 2022
RFP W-10878158 Appendix B - ElectDeliv.pdf	PDF	Jan 28, 2022
Attachment G - San Juan_Phasing diagrams 2.pdf	PDF	Jan 28, 2022
10878158 - Final Specifications.pdf	PDF	Jan 28, 2022
Wage Determination.pdf	PDF	Jan 28, 2022
Attachment B - Space Criteria Sheets 10_06_21.pdf	PDF	Jan 28, 2022
Attachment C - BFR 10_06_21.pdf	PDF	Jan 28, 2022
RFP W-10878158 Appendix D - Design Narrative.pdf	PDF	Jan 28, 2022
RFP W-10878158 Appendix C - Adept File Naming.pdf	PDF	Jan 28, 2022
Attachment J - CSTO Electric Vehicle Support Equipment.pdf	PDF	Jan 28, 2022
Attachment I - CSTO Advanced Metering Infrastructure .pdf	PDF	Jan 28, 2022
Attachment F - US Coast Guard Public Address.pdf	PDF	Jan 28, 2022
Attachment E - US_Coast_Guard_ISP_Cabling_Standards.pdf	PDF	Jan 28, 2022
Attachment D - Final ACM and LBP Survey_ Base San Juan.pdf	PDF	Jan 28, 2022

Show 40 more

Latest 50 of 51 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

45' SETBACK

OPC

80' SETBACK

' S

80' SETBACK

W B-

F350 + 24' Trailer

F350 + 33' Trailer

EEEEE

BASE SAN JUAN HURRICANE REBUILD -

WEST/CENTRAL - PROJECT #10878158

SAN JUAN, PUERTO RICO

CORRECTED FINAL SUBMISSION

U.S. COAST GUARD

COMMANDING OFFICER

FACILITIES DESIGN AND CONSTRUCTION CENTER (FDCC)

SOLICITATION NO.: 70Z04721FBSJRFP00

CONTRACT NO.: 70Z05018DAECOMT06

ISSUE DATE: 10/06/2021

AutoCAD SHX Text X:766400

AutoCAD SHX Text X:766100

AutoCAD SHX Text X:765800

AutoCAD SHX Text X:765500

AutoCAD SHX Text F350

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text G-001

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text

10878158G001.DWG

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

TECHNICAL DIRECTOR

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

APPROVING OFFICER DATE

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

DISCIPLINE

AutoCAD SHX Text G-001

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EXISTING BUILDING 125 - RENOVATE

AutoCAD SHX Text

WEST & CENTRAL

AutoCAD SHX Text

EAST

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

CD101

AutoCAD SHX Text

CIVIL DEMOLITION SITE PLAN

AutoCAD SHX Text L-102

AutoCAD SHX Text

LANDSCAPE SITE PLAN - WEST

AutoCAD SHX Text L-101

AutoCAD SHX Text

LANDSCAPE OVERALL SITE PLAN

AutoCAD SHX Text V-101

AutoCAD SHX Text

CIVIL SITE SURVEY

AutoCAD SHX Text

SAN JUAN, PUERTO RICO

AutoCAD SHX Text

U.S.C.G. BASE SAN JUAN

AutoCAD SHX Text (N.I.S)

AutoCAD SHX Text

EXISTING BUILDING 124 - RENOVATE

AutoCAD SHX Text

EXISTING BUILDING 117 - RENOVATE

AutoCAD SHX Text

EXISTING BUILDING 126- RENOVATE

AutoCAD SHX Text

NEW GUARD HOUSE

AutoCAD SHX Text

AD101

AutoCAD SHX Text

ARCHITECTURAL DEMOLITION PLANS & ELEVATIONS - BUILDING 121, 122, 123

AutoCAD SHX Text

AD102

AutoCAD SHX Text

ARCHITECTURAL DEMOLITION PLANS & ELEVATIONS - BUILDING 120

AutoCAD SHX Text

AD103

AutoCAD SHX Text

ARCHITECTURAL DEMOLITION PLANS & ELEVATIONS - BUILDING R04 & 133

AutoCAD SHX Text

AD105

AutoCAD SHX Text

ARCHITECTURAL DEMOLITION FLOOR PLANS - BUILDING 126

AutoCAD SHX Text A-101

AutoCAD SHX Text

ARCHITECTURAL FLOOR PLANS - BUILDING 117, 124 & 125

AutoCAD SHX Text A-102

AutoCAD SHX Text

ARCHITECTURAL FLOOR PLANS - BUILDING 126

AutoCAD SHX Text A-103

AutoCAD SHX Text

ARCHITECTURAL FLOOR PLANS & ELEVATIONS - BUILDING 118 & 119

AutoCAD SHX Text A-105

AutoCAD SHX Text

ARCHITECTURAL GUARD HOUSE FLOOR & ROOF PLAN

AutoCAD SHX Text A-111

AutoCAD SHX Text

ARCHITECTURAL HEALTH BUILDING - FIRST FLOOR PLAN

AutoCAD SHX Text A-112

AutoCAD SHX Text

ARCHITECTURAL HEALTH BUILDING - SECOND FLOOR PLAN

AutoCAD SHX Text A-113

AutoCAD SHX Text

ARCHITECTURAL HEALTH BUILDING - MECHANICAL PENTHOUSE AND ROOF PLANS

AutoCAD SHX Text E-001

AutoCAD SHX Text

ELECTRICAL WEST AREA - POWER AND LIGHTING SITE DEMOLITION PLAN

AutoCAD SHX Text E-002

AutoCAD SHX Text

ELECTRICAL WEST AREA - TELECOMMUNICATION SITE DEMOLITION PLAN

AutoCAD SHX Text E-601

AutoCAD SHX Text

ELECTRICAL WEST AREA - DEMOLITION ONE-LINE DIAGRAMS

AutoCAD SHX Text E-602

AutoCAD SHX Text

ELECTRICAL WEST AREA - SITE ONE-LINE DIAGRAM

AutoCAD SHX Text C-101

AutoCAD SHX Text

CIVIL UTILITY SITE PLAN

AutoCAD SHX Text L-103

AutoCAD SHX Text

LANDSCAPE OVERALL TREE REMOVAL PLAN

AutoCAD SHX Text A-201

AutoCAD SHX Text

ARCHITECTURAL GUARD HOUSE - EXTERIOR ELEVATIONS

AutoCAD SHX Text A-202

AutoCAD SHX Text

ARCHITECTURAL HEALTH BUILDING - EXTERIOR ELEVATIONS

AutoCAD SHX Text

EXISTING BUILDING 119 - RENOVATE

AutoCAD SHX Text E-003

AutoCAD SHX Text

ELECTRICAL WEST AREA - POWER SITE PLAN

AutoCAD SHX Text E-004

AutoCAD SHX Text

ELECTRICAL WEST AREA - TELECOMMUNICATIONS SITE PLAN

AutoCAD SHX Text E-113

AutoCAD SHX Text

ELECTRICAL HEALTH BUILDING - PENTHOUSE ELECTRICAL PLAN

AutoCAD SHX Text C-102

AutoCAD SHX Text

CIVIL GEOMETRIC SITE PLAN

AutoCAD SHX Text

EXISTING BUILDING 118 - RENOVATE

AutoCAD SHX Text

AD104

AutoCAD SHX Text

ARCHITECTURAL DEMOLITION PLANS - BUILDINGS 117, 124 & 125

AutoCAD SHX Text A-104

AutoCAD SHX Text

ARCHITECTURAL ENTRY POINT SITE PLAN

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NEW 300 L.F. ARMORED REVETMENT PROTECTION

AutoCAD SHX Text

AMENDMENT #4

AutoCAD SHX Text 3-11-22

AutoCAD SHX Text

EXCHANGE TRAILER - RENOVATE

AutoCAD SHX Text

AMENDMENT #9

AutoCAD SHX Text 7-15-22

AutoCAD SHX Text

SAN JUAN HARBOR

HELIPAD

EXISTING

RAMP

AND PIER

BUILDING

EXISTING PIER BRAVO

EXISTING PIER CHARLIE

EXISTING PIER DELTA

EXISTING PIER ECHO

45' SETBACK

BUILDING 101

BUILDING 100

BUILDING

EXISTING PIER ALPHA

OPC

BUOY AND

ANT

LAYDOWN

AREA

80' SETBACK

' S

80' SETBACK

BUILDING

WATER

TANK

WATER

TANK

CENTRAL

UTILITY

PLANT

BUILDING 117

NEW MMB

ISC CONTAINER

AREA

OPTIONAL TRAVEL LIFT

PARKING

W B-

TRAVEL LIFT PIER

AND BOAT RAMP

E V

FEMA ZONE V

FEMA ZONE AE

SLIDING GATE

WITH REMOTE

EXISTING GAS TANK

WASH BAY

SHOP

BUILDING

COVERED

DUMPSTERS

BOAT TRAILER

PARKING

EDGE OF WHARF

STRUCTURE

5 GSA VEHICLE

CHARGING

STATIONS

SHOP BUILDING

LAYDOWN AREA

EEEEE

SHOP BUILDING

LAYDOWN AREA

ENTRY PLAZA

WITH 3 NEW

FLAG POLES

EXCHANGE

PLAN LEGEND

EXISTING BUILDING OR STRUCTURE

TO REMAIN UNDISTURBED

EXISTING BUILDING OR STRUCTURE

TO BE RENOVATED

PROPOSED BUILDING OR

STRUCTURE

SIDEWALK

VEHICULAR CIRCULATION

ROUTE

PARKING / LAYDOWN AREA

GARAGE DOOR LOCATION

BUILDING ENTRANCE LOCATION

GRAVEL PAVING AREA

LANDSCAPING / GREEN SPACE

180'0 30' 60' 120' 240'

WEST / CENTRAL EAST

(N.I.S)

OVERALL SITE PLAN

SCALE: 1" = 60'-0"

AutoCAD SHX Text 2.7

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.5

AutoCAD SHX Text F350

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

SOLICITATION NO. : 70Z04721FBSJRFP00

AutoCAD SHX Text

CONTRACT NO.: 70Z05018DAECOMT06

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

LANDSCAPE

AutoCAD SHX Text

OVERALL SITE PLAN

AutoCAD SHX Text L-101

AutoCAD SHX Text 10878158L101.dwg

AutoCAD SHX Text

MSB

AutoCAD SHX Text

CMR

AutoCAD SHX Text

AMENDMENT 9

AutoCAD SHX Text

7-15-22

EXISTING

RAMP

AND PIER

BUILDING

80' SETBACK

BUILDING

WATER

TANK

WATER

TANK

BUILDING 117

W B-

FEMA ZONE V

FEMA ZONE AE

SLIDING GATE

WITH REMOTE

ENTRY PLAZA

WITH 3 NEW

FLAG POLES

EXCHANGE

PLAN LEGEND

EXISTING BUILDING OR STRUCTURE

TO REMAIN UNDISTURBED

EXISTING BUILDING OR STRUCTURE

TO BE RENOVATED

PROPOSED BUILDING OR

STRUCTURE

SIDEWALK

VEHICULAR CIRCULATION

ROUTE

PARKING / LAYDOWN AREA

GARAGE DOOR LOCATION

BUILDING ENTRANCE LOCATION

GRAVEL PAVING AREA

LANDSCAPING / GREEN SPACE

LIN

- S

180'0 30' 60' 120' 240'

SITE PLAN - WEST/CENTRAL

SCALE: 1" = 60'-0"

AutoCAD SHX Text 6.2

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

SOLICITATION NO. : 70Z04721FBSJRFP00

AutoCAD SHX Text

CONTRACT NO.: 70Z05018DAECOMT06

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

LANDSCAPE

AutoCAD SHX Text

SITE PLAN - WEST

AutoCAD SHX Text L-102

AutoCAD SHX Text 10878158L102.dwg

AutoCAD SHX Text

MSB

AutoCAD SHX Text

CMR

AutoCAD SHX Text

AMENDMENT 9

AutoCAD SHX Text

EXISTING

RAMP

AND PIER

BUILDING

EXISTING PIER BRAVO

EXISTING PIER CHARLIE

EXISTING PIER DELTA

EXISTING PIER ECHO

45' SETBACK

BUILDING 101

BUILDING 100

BUILDING

EXISTING PIER ALPHA

OPC

BUOY AND

ANT

LAYDOWN

AREA

80' SETBACK

' S

80' SETBACK

BUILDING

WATER

TANK

WATER

TANK

CENTRAL

UTILITY

PLANT

BUILDING 117

NEW MMB

ISC CONTAINER

AREA

OPTIONAL TRAVEL LIFT

PARKING

W B-

TRAVEL LIFT PIER

AND BOAT RAMP

E V

FEMA ZONE V

FEMA ZONE AE

SLIDING GATE

WITH REMOTE

EXISTING GAS TANK

WASH BAY

SHOP

BUILDING

COVERED

DUMPSTERS

BOAT TRAILER

PARKING

EDGE OF WHARF

STRUCTURE

5 GSA VEHICLE

CHARGING

STATIONS

SHOP BUILDING

LAYDOWN AREA

EEEEE

SHOP BUILDING

LAYDOWN AREA

ENTRY PLAZA

WITH 3 NEW

FLAG POLES

EXCHANGE

PLAN LEGEND

EXISTING TREE TO REMAIN

EXISTING TREE TO BE REMOVED

180'0 30' 60' 120' 240'

WEST / CENTRAL EAST

(N.I.S)

OVERALL TREE REMOVAL PLAN

SCALE: 1" = 60'-0"

AutoCAD SHX Text 2.7

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.5

AutoCAD SHX Text F350

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

55 FT BUOY

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

33 FT SPC 37' - 9"

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

SOLICITATION NO. : 70Z04721FBSJRFP00

AutoCAD SHX Text

CONTRACT NO.: 70Z05018DAECOMT06

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

LANDSCAPE

AutoCAD SHX Text

OVERALL TREE REMOVAL PLAN

AutoCAD SHX Text L-103

AutoCAD SHX Text 10878158L103.dwg

AutoCAD SHX Text

MSB

AutoCAD SHX Text

CMR

AutoCAD SHX Text

AMENDMENT 9

AutoCAD SHX Text

INLET 3-4

T/C=3.81

INV=0.52

CO.

STM

CO.

S S

S. MH.

T/C=4.89

INV=-0.60

STM

Ø=8"

Ø=4

Ø= 6"

Ø=6"

S S

STM

Ø=12"

DSTM

Ø=12" / R.C.P.

PATIO

DRAINS

TYP. STM

STM

Ø=8"

PVC PIPE

INV=3.94

Ø=8"

PVC PIPE

INV=3.92

INLET 4-1

T/C=3.88

INV=-0.04

CONC. 4-1

CHANNEL

T/C=3.19

INV=2.11

CONC.

CHANNEL

T/C=2.89

INV=1.58

MØ=6"

P.V.C.

STM STM STM STM

STM

-0.12

OUTFALL-3

HEAD WALL

T/C=0.09

INV=-0.76

SANITARY

LIFT STATION

INLET 1-8

T/C=4.80

INV=-0.74

INLET 1-1

T/C=5.30

INV=-1.20

INLET 1-2

T/C=4.08

V IN=-1.84

UT=-1.94

INV=-4.08

INLET 1-3

T/C=4.38

INV IN=-1.99

INV=-4.06

INLET 1-5

T/C=3.91

INV OUT=-2.17

INV=-3.86

INLET 1-6

T/C=3.06

INV IN=0.13

INV OUT=-1.25

INV=-3.43

INLET 1-7

T/C=3.73

INV=0.87

S. MH.

T/C=5.50

INV=2.61

S. MH.

T/C=5.80

INV=1.95

S. MH.

T/C=5.61

INV=1.63

S S

SSSS

S S

S. MH.

T/C=4.31

INV=-0.25

S. M H.

T/C=4.

INV=-0

.13

S. MH.

T/C=5.08

INV=-1.87

SØ=

INV IN=-1.87

INV OUT=-1.87

INV IN=-2.64

INV IN=-2.35

INV=2.34

INV=2.04

Ø=8

ST/C

INLET

T/C=4.06

INV OUT=2.75

INV=2.75

Ø=8"

PVC PIPE

INV IN=2.18

3.86

S. MH.

T/C=4.03

INV=-2.22

Ø=3

P.V.C.

PAT

T/C

INV=

Ø=1 2"

- A

ONE

Ø=8"P.V.C.

Ø=8" - ABANDONED

INLET 5-1

T/C=5.25

INV=3.33

INV=1.89 INV=1.

INV=1.92

Ø=1 2" R.C.P.

CO.

BLD

G-11

BLD

G-11

BLD

G-12

BLD

G-12

SAN JUAN HARBOR

STM

SS. MH.

T/C=5.74

INV=-0.17

SS. MH.

T/C=5.67

INV=0.03

5.0

5.4

5.5

5.1

4.8

TILLA ST.

PRESIDIO ST.

STM

EMERGENCY GENERATOR

125 KW

EMERGENCY

GENERATOR

125 KW

DIESEL TANK

350 GALS.

DIESEL TANK

500 GALS.

PROPANE GAS

TANKS

GARBAGE

DISPOSAL

ABANDONED

PLUVIAL

STRUCTURE

SS. M

INV=1.76

INV=1.

60 L.F. R.C.P.

16" @ 0.43%

64 L.F. CONC. CH

R.C.P.

2 L

.F.

R.C.P.

325 L.F. PVC

8" @ 0.18%

120 L.F. R.C.P.

36" @ 0.66%

R.C.P.

XX L.

R.C.P.

UNKNOWN%

XX L.F. R.C.P.

24" @ UNKNOWN%

XX L.F. R.C.P.

14" @ UNKNOWN%

117 L.F. R.C.P.

36" @ 0.66%

123 L.F. R.C.P.

24" @ 0.89%

R.C.P.

50 L.F. R.C.P.

18" @ 0.96%

117 L.F. R.C.P.

16" @ 0.09%

L.F

. R .C.P.

18"

0.1 1%

1 L

.F.

.C .P.

2 L .F

. R .C

28 L.F. R.C.P.

14" @ 0.46%

L.F

. R .C.P.

14"

1.0 0%

30 L.F. R.C.P.

12" @ 0.60%

.C .P

117 L.F. R.C.P.

24" @ 0.08%

120 L.F. PVC

8" @ 0.27%

84 L.F. PVC

8" @ 0.79%

1 L

.F.

@ UNKN

OWN %

0 L

.F.

177 L.F. PVC

8" @ 0.41%

146 L.F. CLAY

8" @ UNKNOWN %

200 L.F. CLAY

8" @ 0.51%

S. MH.

T/C=4.31

INV=-1.35

STM

L.F

. S T/C

30"

X.XX%

STM

CO.

S C

T-

L A

WES

T-C

R.C.P.

Ø=12"

STM

COURT

BASKETBALL

STM

F F F F

6" SW-FIRE

W W

F F F F F

W W W W

W W W W W W W W W W W6" W

W W

F W

6" W

STM

CO.

SW-FI

6" W

3/4" W

6" FIRE

6" W

6" S

W -F

6" F

6" S

W -F

F F

W W

W W W W W W

6" SW-FIRE F F

F W W W W

W W F

6" SW-FIRE

6" FIRE

6" W

W W

6" F

W WW

6" W

W W

6" W

H Y D

F F F F

F F F F FW W W W W W W W W

F F F F F

W W

W W W W W W W W W W

W W

F F

W W

F F

6" SW-FIRE

6" FIRE

6" W

F F

6" SW-FIRE

6" W

6" SW-FIRE

" W

6" FIRE

6" W

6" FIRE

6" W

4" W

FIR

6" SW

-FIRE

6" SW

-FIRE

F F

W W W W W W W

W W W

BLD

G-12

BLDG-125

BLD

G-12

WATER

TANK

EXIST.

INLET 3-1

TO BE RESET

THE T/C

T/C=TBD

INV=-0.43

EXIST.

INLET 3-5

TO BE RESET

THE T/C

T/C=TBD

INV=2.16

EXIST.INLET 3-7

TO BE RESET

THE T/C

T/C=TBD

INV=-0.58

EXIST.

SS. MH. 3-1

TO BE RESET THE T/C

T/C=TBD

INV=-1.19

EXIST.

SS. MH. 3-2

TO REMAIN

EXIST.

INLET 3-2

TO BE DEMOLISHED

AND REPLACED

T/C=4.48

INV=0.43

EXIST.

INLET 3-3

TO REMAIN

EXIST.

ELEC. MH

TO REMAIN

EXIST.

SAN MH

TO BE RESET T/C

(NOT IN USE)

EXIST.

WATER VALVE

TO REMAIN

EXIST.

ELEC. MH

TO REMAIN

EXIST.

WATER

VALVE TO

REMAIN

EXIST. TREE

TO BE

REMOVED

EXIST.

ELEC. BOX

TO BE

RESET THE T/C

EXIST.

INLET 3-6

TO BE RESET

THE T/C

T/C=TBD

INV=-0.83

EXIST.

ELEC. MH

TO BE

RESET T/C

EXIST.

FIRE HYDRANT

TO BE

REMOVED

EXIST.

ELEC. BOX

TO REMAIN

WATER FRONT

CLUB

HELIPORT

REMOVE APPROXIMATELY

300 L.F. OF CONCRETE

STRUCTURES AND OTHERS

MATERIALS IN THE

WATER FRONT

BLD

G-12

BLD

G-12

SS. MH. 1-1

T/C=4.93

INV=1.35

INLET

CLOGGED

T/C=4.51

INV=UNKNOWN

INLET

CLOGGED

T/C=4.50

INV=UNKNOWN

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

025 25 50

10013

LEGEND:

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

FENCE TO BE REMOVED

EXISTING SANITARY SEWER LINES

EXISTING STORM SEWER LINESTM

EXISTING WATER LINEW

EXISTING SANITARY SEWER LINE TO BE REMOVED OR ABANDOEDDSAN

EXISTING STORM SEWER LINE TO BE REMOVED OR ABANDONEDDSTM

EXISTING BUILDING OR STRUCTURE & AREA TO BE DEMOLISHED

EXISTING BULDING

DEMOLITION SITE - WEST CENTRAL

SCALE 1": 40'

EXISTING WATER LINE TO BE REMOVED OF ABANDONEDDWAT

EXISTING FIRE LINE TO BE REMOVED OF ABANDONEDDF

DEMOLITION NOTES:

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

2. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL THE FOLLOWING ITEMS BUT NOT LIMITED TO EXISTING PAVING ELEVATIONS, EXISTING TOP AND INVERT ELEVATION OF CATCH BASINS AND MANHOLES, ETC. IF MAJOR DISCREPANCIES EXIST, CONTACT THE ENGINEER

OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATION IS

ENCOUNTER DURING DEMOLITION / EXCAVATION PROCESS.

4. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR STRUCTURE DEMOLITION OR INSTALLATION, SAID ITEMS SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAT THE ORIGINAL. CONTRACTOR SHALL LIMIT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED

AND SHOWN ON THE PLANS.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

DEMOLITION SITE PLAN

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text

CD101

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text

10878158CD101.DWG

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text R.V.

AutoCAD SHX Text S.L.

AutoCAD SHX Text R.V.

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

AMENDMENT 9

AutoCAD SHX Text 7-15-22

AutoCAD SHX Text

U.S. COAST GUARD

CIVIL ENGINEERING

UPH/ G

ALLE

DINING

80' SETBACK

SLIDING GATE

WITH REMOTE

ENTRY PLAZA

WITH 3 NEW

FLAG POLES

SAN JUAN HARBOR

HELIP

BUILD

ING

BUILD

ING

BUILD

ING

BUILD

ING 11

EXCHANGE

CO.

STM

CO.

S S

S. M H.

T/C=4.

INV=-0

.60

Ø= 8"

INLET 3-1

T/C=4.99

INV=-0.43

Ø=4

Ø= 6"

Ø=6" S

INLE

T 3-5

T/C=4.

INV=2.

INLE

T 3-7

T/C=4.

INV=-0

.58

SS. MH. 3-1

T/C=5.40

INV=-1.19

STM

INLE

T 3-9

T/C=4.

INV=2.

Ø=12"

INLE

T 3-8

T/C=4.

INV=2.

STM

Ø=8"

INLE

T 3-1

T/C=3.

INV=2.

INLE

T 3-1

T/C=3.

INV=2.

INLE

T 4-0

T/C=4.

INV=2.

Ø=12" / R .C.P.

INLE

T 4-1

T/C=3.

INV=-0

.04

Ø= 6"

SS. MH. 3-2

T/C=4.62

INV=0.31

INLET 3-2

T/C=4.48

INV=0.43

STM STM STM

STM

INLET 3-3

T/C=3.84

INV=0.41

OUTFALL-3

HEAD WALL

T/C=0.09

INV=-0.76

INLET 3-4

T/C=3.81

INV=0.52 SANITARY

LIFT STATION

INLET 1-8

T/C=4.80

INV=-0.74

INLET 1-5

T/C=3.91

INV OUT=-2.17

INV=-3.86

INLET 1-6

T/C=3.06

INV IN=0.13

INV OUT=-1.25

INV=-3.43

INLET 1-7

T/C=3.73

INV=0.87

S. MH.

T/C=5.50

INV=2.61

S S

SSSS

S. MH.

T/C=4.31

INV=-0.25

S. M H.

T/C=4.

INV=-0

.13

S. M H.

T/C=5.

INV=-1

.87

S Ø=

6" R

INV IN

=-2

.64

INV IN

=-2 .35

INV=2.

Ø=8

INLET

T/C=4.06

INV OUT=2.75

INV=2.75

Ø=8"

PVC PIPE

INV IN=2.18

S. MH.

T/C=4.03

INV=-2.22

Ø=1 2"

- A

ONE

Ø=8" P.V.C.

Ø=8" - A

BANDONED

INV=1.

Ø=1 2" R.C.P.

CO.

P.V.C.

SS. MH. 1-1

T/C=4.93

INV=1.35

STM

SS. MH.

T/C=5.74

INV=-0.17

SS. MH.

T/C=5.67

INV=0.03

INLET

CLOGGED

T/C=4.51

INV=UNKNOWN

INLET

CLOGGED

T/C=4.50

INV=UNKNOWN

STM

SS. M

H. 4-

T/C=3.

INV=0.

117 L.F. R. 36" @ 0.

.C .P

L.F

. R .C.P.

12"

38 L.F. R.C.P.

12" @ 0.55%

27 L.F. R.C.P.

12" @ 0.89%

0 L

.F.

-8"

S. M H.

T/C=4.

INV=-1

.35

STM

T-

L A

WES

T-C

F F F

6" SW-FIRE

W W

F F F F

W W W W

W W W W W W W W W6" W

6" W

6" S

W -F

E6" F

6" S

W -F

F F

W W

W W W W W

6" SW-FIRE F

W W F

6" SW-FIRE

6" FIRE

6" W

W W

6" F

W W

6" W

W W

6" W

F F

W W

W W W W W W W W

W W

F F

W W

F F

6" FIRE

6" W

6" SW-FIRE

6" W

6" SW-FIRE

" W

6" W

6" FIRE

6" W

4" W

FIR

6" SW

-FIRE

6" SW

-FIRE

F F

W W W

NEW SANITARY MH.

S S

NEW SANITARY

SEWER POINT

OF CONNECTION

W W

NEW WATER POINT

OF CONNECTION

NEW FIRE POINT

OF CONNECTION

NEW SANITARY MH.

W W

F F F F

F F F FW W W W W W W W

F F F F

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

UTILITY SITE PLAN - WEST CENTRAL

SCALE 1": 40'

LEGEND:

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

EXISTING BULDING

EXISTING STORM SEWER LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING FIRE LINE

PROPOSED STORM SEWER LINE

PROPOSED SANITARY SEWER LINE

PROPOSED WATER LINE

PROPOSED FIRE LINE

STM

PROPOSED STORM SEWER MH

PROPOSED SANITARY SEWER MH

NSS

EXISTING STORM SEWER MH

EXISTING SANITARY SEWER MH

EXISTING INLET

UTILITIES NOTES:

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

2. EXISTING ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL THE FOLLOWING ITEMS BUT NOT

LIMITED TO EXISTING PAVING ELEVATIONS, EXISTING TOP AND INVERT ELEVATION OF CATCH BASINS AND MANHOLES, ETC. IF

MAJOR DISCREPANCIES EXIST, CONTACT THE ENGINEER OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH

RELATED CONTAMINATION IS ENCOUNTER DURING DEMOLITION / EXCAVATION PROCESS.

4. WHERE EXISTING PAVEMENT IS REQUIRED TO BE REMOVED FOR STRUCTURE DEMOLITION OR INSTALLATION, SAID ITEMS

SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAT THE ORIGINAL. CONTRACTOR SHALL LIMIT

REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AND SHOWN ON THE PLANS.

NEW BUILDING OR STRUCTURE

AutoCAD SHX Text 3.3

AutoCAD SHX Text 6.2

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

UTILITY SITE PLAN

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text C-101

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text 10878158C101

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text R.V.

AutoCAD SHX Text S.L.

AutoCAD SHX Text R.V.

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

AMENDMENT 9

AutoCAD SHX Text 7-15-22

AutoCAD SHX Text

U.S. COAST GUARD

UPH/ G

ALLE

DINING

PAN

IED

ONNEL

USING

80' SETBACK

SLIDING GATE

WITH REMOTE

5 G

SA VEHICLE

CHARGING

STATIONS

ENTRY PLAZA

WITH 3 NEW

FLAG POLES

SAN JUAN HARBOR

HELIP

BUILD

ING

BUILD

ING

BUILD

ING

WATER

TANK

WATER

TANK

BUILD

ING 11

EXCHANGE

0+00

0+50

LINE-7 ENDS

STA: 1+75.36

N: 883,863.3839 E: 766,000.7741

0+00

0+50

LINE-8 BEGINS

STA: 0+00.00

N: 883,800.3285 E: 765,945.0643

7 PARKING @ 9.00'=63.00'

6 P

KIN

G @

'=5 4.0

.00

R=2.00'R= 2.0

R=2.00'

7.00'

7.0 0'

R= 3.0

R=3.00'

18+27 0+00

0+50

1+00 1+50

2+50

3+50

4+00

18+00

PC: 1+12.04

PC: 3

0.6

PT:

.30

PT: 3+

45.

6.0 0'

10.

47'1

0.4

7'LINE-3 SE ENDS

STA: 2+54.29

N: 883,860.1308 E: 765,939.7565

LINE-3 SE

STA: 2+54.29

LINE-7 BEGINS

STA: 0+00.00

N: 883,968.1914 E: 765,927.6807

3+19

0+00

0+50

1+00

1+50

2+00

2+50

PC: 0+09.30

PRC: 0+69.12

PT: 1+28.84

PC: 1+91.74

PCC: 2+

54.

PROJECT BEGINS

LINE-1 BEGINS

STA: 0+00.00

N: 88,4273.8035 E: 76,5917.4349

LINE-1 ENDS

STA: 3+19.43

N: 884,035.6980 E: 765,801.7978

0+00

0+50

1+00

1+50

2+00

2+50

2+70

PC: 1+33.02

PT: 1+59.54

PROJECT BEGINS

LINE-2 BEGINS

STA: 0+00.00

N: 88,4270.1814 E: 76,5925.3935

LINE-2 ENDS

STA: 2+70.34

N: 884,012.9954 E: 765,854.0409

BUILDING

FROM

STA

OFFS

NEW GUARD

HOUSE CORNER

FROM LINE-1

STA: 1+54.95

OFFSET: 40.20L

N: 884,154.95 E: 765,836.65

NEW GUARD

HOUSE CORNER

FROM LINE-1

STA: 1+54.99

OFFSET: 56.52L

N: 884,146.04 E: 765,850.31

18.

00'11.

90'

11.

83'

11.

94' 1

3.00' 15.91'

12.00'

3.00'

11.53'

R=4.00 R=4.00

R= 4.0

.56

R=6.77

R=4.00

R= 2.3

R=2.38

.00

33.

04'

5 P

.00 '=5

0.0 0'

R= 2.0

0R=2.00

4.5 0'

18.50'

11.00'

16.26'

13.35'

3.00' 4.76'

.35

.00

R=2.00

R= 1.5

R=1.50

R= 3.0

0R=6.26

R=8.00

.00

.68

.13

.40

12.

00'

22.28'

7.31'

.50

R=27.12'

5.0 0'

R=4.00'13.91'

18.00'

R= 3 .00

.00

6.00'

R=10.00'

0+00 1+00

1+23

LINE-3 NW BEGINS

STA: 0+00.00

N: 884,035.6981 E: 765,801.7975

LINE-3 NW ENDS

STA: 1+22.63

N: 884,032.0984 E: 765,682.0945

LINE-3 NW BEGINS

STA: 0+00.00

N: 884,035.6980 E: 765,801.7978

PC: 0+04.88

PT: 0+66.90

NEW ARMORED REVETMENT

AT 3:1 SLOPE (MAXIMUN) AT

APPROXIMATELY 300 L.F.

ON THE WATER FRONT

SEE DETAILS ON

CIVIL SITE SPECS

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

FEMA 100YRS

FLOOD ZONE

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

025 25 50

10013

GEOMETRIC SITE PLAN - WEST CENTRAL

SCALE 1": 40'

LEGEND:

EXISTING CURB

PROPERTY LINE

EXISTING FENCE

CURB TO BE DEMOLISHED

STATIONING

EXISTING BULDING

0+00

PROPOSED CHAIN LINK FENCE

NEW BUILDING OR STRUCTURE

GENERAL NOTES:

1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET U.N.O., UNLESS OTHERWISE NOTED.

OF RECORD FOR RESOLUTION.

3. CONTRACTOR MUST STOP OPERATION AND NOTIFY USCG FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATION IS

ENCOUNTER DURING DEMOLITION / EXCAVATION PROCESS.

AND SHOWN ON THE PLANS.

AutoCAD SHX Text 3.3

AutoCAD SHX Text 6.2

AutoCAD SHX Text 4.9

AutoCAD SHX Text

EAST AREA

AutoCAD SHX Text

WEST-CENTRAL AREA

AutoCAD SHX Text

EAST AREA

AutoCAD SHX Text

WEST-CENTRAL AREA

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

GEOMETRIC SITE PLAN

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text C-102

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text

10878158C102.DWG

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text R.V.

AutoCAD SHX Text S.L.

AutoCAD SHX Text R.V.

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

AMENDMENT 9

AutoCAD SHX Text 7-15-22

AutoCAD SHX Text

U.S. COAST GUARD

= EXISTING TO REMAIN

= EXISTING TO BE REMOVED

= EXISTING DOOR TO REMAIN

= EXISTING DOOR TO BE REMOVED

DEMOLITION LEGEND

GENERAL NOTES

1. ALL DASHED LINES REFER TO EXISTING ELEMENTS TO BE

DEMOLISHED IN-FULL.

2. THE CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND

ALTERATION NOTES TO BE ALL-INCLUSIVE. IT IS

CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS

EACH AREA AND TO FULFILL THE INTENT OF THE DESIGN

INDICATED.

3. CONTRACTOR SHALL REVIEW WITH CONTRACTING OFFICER

ANY FURNITURE, EQUIPMENT AND OTHER ITEMS TO BE

SALVAGED PRIOR TO START OF DEMOLITION.

4. REFER TO SPACE CRITERIA FOR EACH ROOM AND WHERE

FINISHES ARE TO REMAIN.

DEMOLITION KEYNOTES

9 9 9 9

PLAN NORTH

1. DEMOLISH INTERIOR WALLS AND DOORS (AS SHOWN),

CEILING SYSTEM, FINISHES, HVAC, ELECTRICAL SYSTEMS

COMPLETE. REFER TO SPECIFICATIONS FOR ITEMS TO BE

SALVAGED.

2. DEMOLISH MAILBOXES.

3. DEMOLISH PORTION OF EXTERIOR WALL AND PREPARE

FOR NEW EXTERIOR STOREFRONT DOOR AND HURRICANE

RATED SHUTTER.

4. REMOVE UTILITIES PER MEP SPECIFICATIONS. PATCH AND

REPAIR ABANDONED OPENINGS IN EXTERIOR WALL TO

MATCH EXISTING CONSTRUCTION AND FINISH.

5. DEMOLISH PORTION OF WALL. PREP FOR NEW WALL AND

LOFT STRUCTURE ABOVE.

6. DEMOLISH PORTION OF OPENING. PREP FOR NEW DOOR

OPENING. REFER TO NEW WORK FOR NEW DOOR SIZE.

7. DEMOLISH PORTION OF BUILDING FROM THIS LINE WEST.

INCLUDE EXTERIOR WALLS, FOUNDATIONS, CONCRETE

SLAB, ROOF STRUCTURE, INTERIOR WALLS, DOORS AND

WINDOWS, HVAC AND ELECTRICAL SYSTEMS.

8. PARTIAL DEMO OF ROOF STRUCTURE IN HATCHED AREA

(SLOPED BAR JOISTS). PREPARE AREA FOR NEW

STRUCTURED ROOF. REFER TO BUILDING NARRATIVE FOR

MORE DETAILS.

9. DEMO CEILING IN EXAM ROOMS.

10. DEMO FLOORING THROUGHOUT BUILDING. PREPARE SLAB

FOR NEW FLOORING.

11. DEMOLISH EXISTING ALUMINUM DOOR AND (2) WINDOWS.

1/8" = 1'-0"1

BUILDING 117 - DEMOLITION PLAN

1/8" = 1'-0"2

BUILDING 124 - DEMOLITION PLAN

PLAN NORTH

1/8" = 1'-0"3

BUILDING 125 - DEMOLITION PLAN

PLAN NORTH

= EXISTING WALL TO REMAIN

= NEW CMU WALL

= EXISTING DOOR TO REMAIN

= NEW DOOR

ALTERATION LEGEND

GENERAL NOTES

1. REFER TO THE SPECIFICATIONS FOR ADDITIONAL

INFORMATION FOR EACH BUILDING.

2. REFER TO THE SPACE CRITERIA SHEETS FOR THE

ARCHITECTURAL FINISHES AND FFE FOR EACH SPACE. ALL

SPACES IN EXISTING BUILDINGS SHALL RECEIVE NEW

FINISHES U.N.O.

FLOOR PLAN KEYNOTES

989 SF

SHIPPING/

RECEIVING

117-100

228 SF

CENTRAL

MAIL

DISTRIBUTION/ADMIN

117-101

106 SF

MAIL ROOM

117-102

42 SF

UNISEX

117-105

161 SF

BARBER

117-104

198 SF

MWR

117-103

1 2

9 9 9 9

PLAN NORTH

1. NEW PLUMBING FIXTURES IN THIS AREA. REFER TO SPACE

CRITERIA SHEETS FOR FINISHES AND FURNISHINGS.

PATCH AND REPAIR FLOOR SLAB TO ACCEPT NEW FLOOR

FINISHES IN THIS AREA.

2. NEW CABINETRY CASEWORK. REFER TO SPACE CRITERIA

SHEETS FOR FINISHES AND FURNISHINGS.

3. NEW WALL AND EXTENDED MEZZANINE TO MATCH

EXISTING CONSTRUCTION.

4. PATCH AND REPAIR EXTERIOR WALL TO MATCH EXISTING

FINISH AND COLOR. ASSUME ENTIRE WALL TO BE PAINTED.

5. NEW ALUMINUM FULL GLASS EXTERIOR STOREFRONT

DOOR AND FRAME. PROVIDE NEW OVERHEAD SURFACE

MOUNTED HURRICANE RATED SHUTTER TO PROTECT NEW

DOOR.

6. NEW 3'WX7'H HM DUTCH DOOR AND TRANSACTION

SURFACE IN EXISTING MODIFIED OPENING.

7. NEW METAL MAIL BOXES. COORDINATE QUANTITY AND

SIZE OF COMPARTMENTS REQUIRED.

8. NEW STORAGE UNIT TO FIT MODIFIED WALL.

9. NEW CEILING IN EXAM ROOMS. REFER TO BUILDING

NARRATIVE FOR MORE DETAILS.

10. PAINT ALL WALLS AND INSTALL NEW FLOORING

THROUGHOUT BUILDING. REFER TO BUILDING NARRATIVE

FOR MORE DETAILS.

11. NEW CONCRETE ROOF STRUCTURE TO MATCH ELEVATION

OF EXISTING CONCRETE ROOF. INSTALL NEW ROOFING

SYSTEM TO MATCH EXISTING. EXISTING ACOUSTICAL

CEILINGS, LIGHTS, DUCTWORK, AND OTHER DEVICES TO

BE REMOVED AND REINSTALLED FOR INSTALLATION OF

NEW ROOF STRUCTURE. PROTECT EXISTING SPACES

FROM PROPOSED NEW WORK.

12. INSTALL NEW AUMINUM GLASS DOOR WITH INTEGRAL

SIDELITES - PATCH / REPAIR / INFILL WALL IN KIND WHERE

EXISTING WINDOWS WERE REMOVED.

13. EXTEND EXTERIOR WALL HEIGHT TO SAME ELEVATION OF

EXISTING EXTERIOR WALLS. NEW ROOFING MEMBRANE

TO EXTEND UP AND UNDER NEW METAL COPING TO

MATCH EXISTING. EXTERIOR WALL TO BE PATCHED WITH

FINISH TO MATCH EXISTING. ALL EXTERIOR WALLS TO BE

RE-PAINTED.

1/8" = 1'-0"1

BUILDING 117 - FLOOR PLAN

1/8" = 1'-0"2

BUILDING 124 - FIRST FLOOR

PLAN NORTH

1/8" = 1'-0"3

BUILDING 125 - FLOOR PLAN

PLAN NORTH

1/8" = 1'-0"

BUILDING 118 - FLOOR PLAN

PLAN NORTH

1/8" = 1'-0"

BUILDING 119 - FLOOR PLAN

PLAN NORTH

1/8" = 1'-0"

BUILDING 119 - WEST ELEVATION

1/8" = 1'-0"

BUILDING 119 - NORTH ELEVATION

1/8" = 1'-0"

BUILDING 119 - EAST ELEVATION

1/8" = 1'-0"

BUILDING 119 - SOUTH ELEVATION

FLOOR PLAN KEYNOTES

EXISTING CANOPY AND STRUCTURE TO

REMAIN - INSTALL NEW MEMBRANE ROOFING

ON CANOPY

GENERAL NOTES

DIMENSIONS SHOWN ARE FOR INFORMATION

ONLY. CONTRACTOR SHALL VERIFY

DIMENSIONS IN THE FIELD.

0 4 168 32

REMOVE PORTION OF WALL - INSTALL NEW

BEAMS AND PROVIDE TEMPORARY SHORING

AS REQUIRED.

NEW BAR TOP WITH OVERHEAD COILING

DOOR

4 (TYP.)

NEW STRUCTURAL COLUMN WITH

FOUNDATION - PAINT

NEW SLOPED CONCRETE CANOPY WITH

STRUCTURAL BEAMS

EXISTING CONCRETE SLAB TO REMAIN.

PATCH IN KIND WHERE COLUMNS WERE

REMOVED

10'-0"

E W

O N

C R

E T

L A

4 (TYP.) 4(TYP.)

4 (TYP.)

NEW CONCRETE SLAB WITH BROOM FINISH7

PREP AND PAINT EXTERIOR OF EXISTING

BUILDING

ADA BATHROOM

118-102

SERVERY /

SUPPLIES

119-101

FAMILY

ADVOCACY

SPECIALIST

118-103

E X

I S

T I N

O N

C R

E T

L A

ADA BATHROOM

119-102

NEW SINK

REMOVE EXISTING DOOR AND INSTALL NEW

3'-0" WIDE HOLLOW METAL DOOR AND FRAME

- PAINT

VICTIM

ADVOCATE

118-104

NEW METAL STUD PARTITION W/ SOUND

ATTENUATING INSULATION - REFER TO SPACE

CRITERIA SHEETS FOR FINISHES

NEW 3'-0" WIDE HOLLOW METAL DOOR AND

FRAME - PAINT

ENTRY

118-101

REMOVE EXISTING WINDOW & PORTION OF

WALL AND INSTALL NEW 3'-0" INSULATED

HOLLOW METAL DOOR AND FRAME

REMOVE EXISTING BATHROOM INCLUDING

PLUMBING FIXTURES, WALLS AND FINISHES.

REMOVE EXISTING DOOR & AND INSTALL NEW

3'-0" HIGH WINDOW (WIDTH TO MATCH

EXISTING DOOR WIDTH) WITH NEW WALL

BELOW TO MATCH EXISTING.

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

SOLICITATION NO. : 70Z04721FBSJRFP00

AutoCAD SHX Text

CONTRACT NO.: 70Z05018DAECOMT06

AutoCAD SHX Text

BASE SAN JUAN HURRICANE REBUILD

AutoCAD SHX Text

WEST/CENTRAL- PROJECT #10878158

AutoCAD SHX Text

SAN JUAN

AutoCAD SHX Text

WEST/ CENTRAL

AutoCAD SHX Text 10878158

AutoCAD SHX Text 10878158-D

AutoCAD SHX Text

US COASTGUARD COMMANDING OFFICER

AutoCAD SHX Text

FDCC

AutoCAD SHX Text

NORFOLK, VIRGINIA

AutoCAD SHX Text

AECOM

AutoCAD SHX Text

1300 EAST 9TH ST, CLEVELAND, OHIO

AutoCAD SHX Text 216-622-2300

AutoCAD SHX Text 60652193

AutoCAD SHX Text N/A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CORRECTED FINAL SUBMISSION

AutoCAD SHX Text 10-06-21

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

FLOOR PLANS & ELEVATIONS - BUILDINGS 118 & 119

AutoCAD SHX Text A-103

AutoCAD SHX Text

10878158A103.DWG

AutoCAD SHX Text

AMENDMENT #09

AutoCAD SHX Text 7-15-22

AutoCAD SHX Text

Sheets and Views

Layout1-FullSizeD

OLE1

Sheets and Views

Combined West-L101

Sheets and Views

West-L102

Sheets and Views

Tree Diagram West -L103

Sheets and Views

CD101

Sheets and Views

C101

Sheets and Views

C102

Sheets and Views

Layout1

Sheets and Views

Layout1

Sheets and Views

A103

File details come from the government source that posted it. Updated Jul 20, 2022.