7. NSGB WDTF - FINAL DWGS SIGNED gov.pdf

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BASE HOSPITAL

CARAVELLA POINT ROAD

SHERMAN AVENUE

SAMPSON

ELEMENTARY SCHOOL

EXISITING VET CLINIC -

BUILDING GC-87

SITE FOR NEW WDTF

- BUILDING 450

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P-9839

WORKING DOG TREATMENT

FACILITY REPLACEMENT

NAVAL STATION GUANTANAMO BAY

GUANTANAMO BAY, CUBA

NAVFAC CONTRACT No. : N6950-14-D-0025 Task Order : N6945018F0872

Leo A Daly with Stanley Consultants, Inc. & Sherlock, Smith & Adams, Inc.

10 10th Street NE, Suite 200 Atlanta, Georgia 36309-3854

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RITCHIE.JAMES

.B.1229848131

Digitally signed by

RITCHIE.JAMES.B.1229848131

Date: 2021.05.12 11:03:59 -04'00'

Typewritten Text Conformed Final as of 13 October 2021

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INDEX OF DRAWINGS

NOT TO SCALE

NAVFAC No.

SEQUENCE SHEET

NO. SHEET DESCRIPTIONNO.

08 - ELECTRICAL/TELECOMMUNICATIONS

15126061 108 OF 179 E-001 ELECTRICAL LEGEND

15126062 109 OF 179 E-002 ABBREVIATIONS SHEET 1

15126063 110 OF 179 E-003 ABBREVIATIONS SHEET 2

15126064 111 OF 179 ED101 ELECTRICAL DEMOLITION PLAN

15126065 112 OF 179 ED102 EXISTING VET CLINIC ELECTRICAL DEMOLITION PLAN

15126066 113 OF 179 ED501 WDTF DEMOLITION PHOTOS

15126067 114 OF 179 ED502 EXISTING VET CLINIC DEMOLITION PHOTOS

15126068 115 OF 179 EG111 LIGHTNING PROTECTION PLAN

15126069 116 OF 179 EG112 GROUNDING PLAN - BLOCK A

15126070 117 OF 179 EG113 GROUNDING PLAN - BLOCK B

15126071 118 OF 179 EG501 GROUNDING DETAILS

15126072 119 OF 179 EG502 LIGHTNING PROTECTION DETAILS

15126073 120 OF 179 EG503 FENCE GROUNDING DETAILS - SHEET 1

15126074 121 OF 179 EG504 FENCE GROUNDING DETAILS - SHEET 2

15126075 122 OF 179 EL112 LIGHTING PLAN - BLOCK A

15126076 123 OF 179 EL113 LIGHTING PLAN - BLOCK B

15126077 124 OF 179 EL501 ELECTRICAL LIGHTING DETAILS - SHEET 1

15126078 125 OF 179 EL502 ELECTRICAL LIGHTING DETAILS - SHEET 2

15126079 126 OF 179 EL503 ELECTRICAL LIGHTING DETAILS - SHEET 3

15126080 127 OF 179 EL504 ELECTRICAL LIGHTING DETAILS - SHEET 4

15126081 128 OF 179 EL505 ELECTRICAL LIGHTING DETAILS - SHEET 5

15126082 129 OF 179 EL506 ELECTRICAL LIGHTING DETAILS - SHEET 6

15126083 130 OF 179 EL507 ELECTRICAL LIGHTING DETAILS - SHEET 7

15126084 131 OF 179 EL508 ELECTRICAL LIGHTING DETAILS - SHEET 8

15126085 132 OF 179 EL701 LIGHT FIXTURE SCHEDULE

15126086 133 OF 179 EP112 POWER PLAN - BLOCK A

15126087 134 OF 179 EP113 POWER PLAN - BLOCK B

15126088 135 OF 179 EP122 HVAC POWER PLAN - BLOCK A

15126089 136 OF 179 EP123 HVAC POWER PLAN - BLOCK B

15126090 137 OF 179 EP124 ROOF HVAC POWER PLAN

15126091 138 OF 179 EP401 ENLARGED ELECTRICAL PLANS - SHEET 1

15126092 139 OF 179 EP402 ENLARGED ELECTRICAL PLANS - SHEET 2

15126093 140 OF 179 EP403 ENLARGED ELECTRICAL PLANS - SHEET 3

15126094 141 OF 179 EP501 ELECTRICAL DETAILS - SHEET 1

15126095 142 OF 179 EP502 ELECTRICAL DETAILS - SHEET 2

15126096 143 OF 179 EP503 ELECTRICAL DETAILS - SHEET 3

15126097 144 OF 179 EP601 ELECTRICAL ONE-LINE DIAGRAM

15126098 145 OF 179 EP701 PANEL SCHEDULE - SHEET 1

15126099 146 OF 179 EP702 PANEL SCHEDULE - SHEET 2

15126100 147 OF 179 EP703 PANEL SCHEDULE - SHEET 3

15126101 148 OF 179 ES101 ELECTRICAL SITE PLAN

15126102 149 OF 179 ES102 ENLARGED ELECTRICAL SITE PLAN

15126103 150 OF 179 ES103 SITE LIGHTING PLAN

15126104 151 OF 179 ES501 SITE ELECTRICAL DETAILS - SHEET 1

15126105 152 OF 179 ES502 SITE ELECTRICAL DETAILS - SHEET 2

15126110 153 OF 179 T-001 TELECOMMUNICATION LEGEND

15126111 154 OF 179 TD101 TELECOMMUNICATIONS DEMOLITION PLAN

15126112 155 OF 179 TD102 EXISTING VET CLINIC TELECOMMUNICATION DEMOLITION PLAN

15126113 156 OF 179 TN112 TELECOMMUNICATION PLAN - BLOCK A

15126114 157 OF 179 TN113 TELECOMMUNICATION PLAN - BLOCK B

15126115 158 OF 179 TN401 ENLARGED TELECOMMUNICATION PLANS

15126116 159 OF 179 TN501 TELECOMMUNICATION DETAILS SHEET 1

15126117 160 OF 179 TN502 TELECOMMUNICATION DETAILS SHEET 2

15126118 161 OF 179 TN503 TELECOMMUNICATION DETAILS SHEET 3

15126119 162 OF 179 TN504 TELECOMMUNICATION DETAILS SHEET 4

15126120 163 OF 179 TN505 TELECOMMUNICATION DETAILS SHEET 5

15126121 164 OF 179 TN506 TELECOMMUNICATION DETAILS SHEET 6

15126122 165 OF 179 TN701 COMMUNICATION RACK ELEVATION ROOM A31

15126123 166 OF 179 TN702 TELECOM RISER DIAGRAM - SHEET 1

15126124 167 OF 179 TN703 TELECOM RISER DIAGRAM - SHEET 2

15126125 168 OF 179 TN704 TELECOM RISER DIAGRAM - SHEET 3

15126126 169 OF 179 TS101 TELECOMMUNICATIONS SITE PLAN - SHEET 1

15126127 170 OF 179 TS102 TELECOMMUNICATIONS SITE PLAN - SHEET 2

15126128 171 OF 179 TS103 ENLARGED TELECOMMUNICATIONS SITE PLAN

15126129 172 OF 179 TS104 EXISITNG HOSPITAL FLOOR PLAN

15126130 173 OF 179 TS501 TELECOMMUNICATION PHOTOS SHEET 1

15126131 174 OF 179 TS502 TELECOMMUNICATION PHOTOS SHEET 2

09-FIRE PROTECTION

15126134 175 OF 179 F-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

15126135 176 OF 179 FA101 FIRE ALARM PLAN - LEVEL 1

15126136 177 OF 179 FX111 FIRE SUPPRESSION - LEVEL 1

12- EQUIPMENT

15126138 178 OF 179 Q-100 EQUIPMENT SCHEDULE

15126139 179 OF 179 Q-101 EQUIPMENT PLAN

NAVFAC No.

SEQUENCE SHEET

NO. SHEET DESCRIPTIONNO.

05 - ARCHITECTURAL

15125988 41 OF 179 A-001 ABBREVIATIONS & SYMBOLS

15125989 42 OF 179 A-002 ARCHITECTURAL SITE PLAN

15125990 43 OF 179 A-111 FLOOR PLAN - COMPOSITE

15125991 44 OF 179 A-112 FLOOR PLAN - BLOCK A

15125992 45 OF 179 A-113 FLOOR PLAN - BLOCK B

15125993 46 OF 179 A-151 ROOF PLAN

15125994 47 OF 179 A-152 MISCELLANEOUS ROOF DETAILS

15125995 48 OF 179 A-160 CANOPY PLANS AND ELEVATIONS

15125996 49 OF 179 A-201 EXTERIOR ELEVATIONS

15125997 50 OF 179 A-202 EXTERIOR ELEVATIONS

15125998 51 OF 179 A-301 BUILDING SECTIONS

15125999 52 OF 179 A-310 WALL SECTIONS

15126000 53 OF 179 A-311 WALL SECTIONS

15126001 54 OF 179 A-312 WALL SECTIONS

15126002 55 OF 179 A-313 WALL SECTIONS

15126003 56 OF 179 A-400 TYPICAL MOUNTING HEIGHTS

15126004 57 OF 179 A-410 ENLARGED WET AREA PLANS & ELEVATIONS

15126005 58 OF 179 A-411 ENLARGED WET AREA PLANS & ELEVATIONS

15126006 59 OF 179 A-430 CASEWORK / MILLWORK ELEVATIONS

15126007 60 OF 179 A-540 TYPICAL INTERIOR FRAMING DETAILS

15126008 61 OF 179 A-541 TYPICAL INTERIOR FRAMING DETAILS

15126009 62 OF 179 A-542 INTERIOR DETAILS

15126010 63 OF 179 A-543 INTERIOR DETAILS

15126011 64 OF 179 A-544 INTERIOR DETAILS

15126012 65 OF 179 A-550 INTERIOR WALL TYPES

15126013 66 OF 179 A-551 INTERIOR WALL TYPES

15126014 67 OF 179 A-600 DOOR SCHEDULE

15126015 68 OF 179 A-605 DOOR AND FRAME TYPES

15126016 69 OF 179 A-610 DOOR DETAILS

15126017 70 OF 179 A-620 WINDOW TYPES

15126018 71 OF 179 A-630 WINDOW DETAILS

15126019 72 OF 179 A-660 FINISH SCHEDULE

15126020 73 OF 179 A-661 FINISH LEGEND

15126021 74 OF 179 A-680 EQUIPMENT SCHEDULE

15126022 75 OF 179 A-811 REFLECTED CEILING PLAN

15126023 76 OF 179 A-850 CEILING DETAILS

15126024 77 OF 179 AF111 INTERIOR FINISH PLAN

15126025 78 OF 179 AF112 SIGNAGE DETAILS

07 - MECHANICAL/PLUMBING

15126029 79 OF 179 M-001 MECHANICAL LEGEND - SHEET 1 OF 2

15126030 80 OF 179 M-002 MECHANICAL LEGEND - SHEET 2 OF 2

15126031 81 OF 179 MH112 HVAC FLOOR PLAN - BLOCK A

15126032 82 OF 179 MH113 HVAC FLOOR PLAN - BLOCK B

15126033 83 OF 179 MH114 HVAC FLOOR PLAN - ATTIC LEVEL

15126034 84 OF 179 MH115 HVAC ROOF PLAN

15126035 85 OF 179 MH300 HVAC SECTIONS

15126036 86 OF 179 MH412 AIRFLOW SUMMARY PLAN

15126037 87 OF 179 MH500 AHU DETAILS

15126038 88 OF 179 MH501 HVAC DETAILS - SHEET 1 OF 3

15126039 89 OF 179 MH502 HVAC DETAILS - SHEET 2 OF 3

15126040 90 OF 179 MH503 HVAC DETAILS - SHEET 3 OF 3

15126041 91 OF 179 MH700 HVAC SCHEDULES - SHEET 1 OF 2

15126042 92 OF 179 MH701 HVAC SCHEDULES - SHEET 2 OF 2

15126043 93 OF 179 MI001 CONTROLS LEGEND & GENERAL NOTES

15126044 94 OF 179 MI600 HVAC CONTROLS SCHEMATIC -SHEET 1

15126045 95 OF 179 MI601 HVAC CONTROLS SCHEMATIC - SHEET 2

15126046 96 OF 179 MI602 HVAC CONTROLS SCHEMATIC - SHEET 3

15126047 97 OF 179 MI603 HVAC CONTROLS SCHEMATIC - SHEET 4

15126048 98 OF 179 MI604 DDC SYSTEM ARCHITECTURE

15126049 99 OF 179 MP113 PIPING PLAN - BLOCK B

15126050 100 OF 179 MP500 PIPING DETAILS

15126051 101 OF 179 MP700 PIPING SCHEDULES

15126053 102 OF 179 P-001 PLUMBING LEGEND

15126054 103 OF 179 P-112 PLUMBING PLAN - BLOCK A

15126055 104 OF 179 P-113 PLUMBING PLAN - BLOCK B

15126056 105 OF 179 P-500 PLUMBING DETAILS - SHEET 1 OF 2

15126057 106 OF 179 P-501 PLUMBING DETAILS - SHEET 2 OF 2

15126058 107 OF 179 P-700 PLUMBING SCHEDULES

NAVFAC No.

SEQUENCE SHEET

NO. SHEET DESCRIPTIONNO.

01 - GENERAL

15125950 1 OF 179 G-101 COVER SHEET

15125951 2 OF 179 G-102 INDEX OF DRAWINGS

15125952 3 OF 179 G-103 PHASING SHEET

15125953 4 OF 179 G-111 LIFE SAFETY ANALYSIS

02 - CIVIL

15125954 5 OF 179 VF101 TOPOGRAPHIC SURVEY - SHEET 1

15125955 6 OF 179 VF102 TOPOGRAPHIC SURVEY - SHEET 2

15125956 7 OF 179 C-101 CIVIL LEGEND

15125957 8 OF 179 C-102 STORM WATER POLLUTION PREVENTION PLAN

15125958 9 OF 179 C-103 CIVIL DEMOLITION PLAN

15125959 10 OF 179 C-104 EXISTING VET CLINIC DEMOLITION PLAN

15125960 11 OF 179 C-105 CIVIL SHEET INDEX

15125961 12 OF 179 C-106 EXISTING CONDITIONS PLAN

15125962 13 OF 179 C-107 ENLARGED WATER AND SEWER SITE PLAN - SHEET 1

15125963 14 OF 179 C-108 ENLARGED WATER AND SEWER SITE PLAN - SHEET 2

15125964 15 OF 179 C-109 GRADING PLAN

15125965 16 OF 179 C-110 SITE LAYOUT AND PAVING

15125966 17 OF 179 C-111 EROSION CONTROL PLAN

15125967 18 OF 179 C-112 CONSTRUCTION CONTROL AND SITE ACCESS PLAN

15125968 19 OF 179 C-201 SEWER, WATER AND FIRE PROFILE

15125969 20 OF 179 C-401 JOINTING PLAN

15125970 21 OF 179 C-501 CIVIL DETAILS SHEET 1

15125987 22 OF 179 C-502 CIVIL DETAILS SHEET 2

15126028 23 OF 179 C-503 CIVIL DETAILS SHEET 3

15126060 24 OF 179 C-504 CIVIL DETAILS SHEET 4

15126109 25 OF 179 C-505 CIVIL DETAILS SHEET 5

03 - LANDSCAPE

15125971 26 OF 179 LP101 LANDSCAPE PLANTING PLAN

04 - STRUCTURAL

15125972 27 OF 179 S-001 GENERAL STRUCTURAL NOTES

15125973 28 OF 179 S-002 ABBREVIATIONS & LEGEND

15125974 29 OF 179 S-101 FOUNDATION & SLAB PLAN

15125975 30 OF 179 S-121 ROOF FRAMING PLAN

15125976 31 OF 179 S-201 ELEVATIONS

15125977 32 OF 179 S-202 ELEVATIONS

15125978 33 OF 179 S-203 ELEVATIONS

15125979 34 OF 179 S-204 ELEVATIONS

15125980 35 OF 179 S-501 DETAILS

15125981 36 OF 179 S-502 DETAILS

15125982 37 OF 179 S-503 DETAILS

15125983 38 OF 179 S-511 DETAILS

15125984 39 OF 179 S-512 DETAILS

15125985 40 OF 179 S-513 DETAILS

Digitally signed by

RITCHIE.JAMES.B.1229848131

Date: 2021.05.12 11:03:59 -04'00'

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PROPOSED

CONTRACTORS

ENTRANCE

CARAVELLA POINT

ROAD

BUILDING 283

N403E

PROJECT SITE

FOR BUILDING 450

CONTRACTOR'S

LAYDOWN AREA

BUILDING 284

- NOT IN PROJECT

SHERMAN AVE.

BUILDING GC-87

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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1. PHASE 1: ONCE THE CONTRACTOR MOBILIZES AND ACCEPTS THE SITE OF THE OLD BRIG, TO INCLUDE THE AREAS AROUND BUILDINGS 283 AND N403E, THE CONTRACTOR WILL DEMOLISH AND DISPOSE OF THE OLD BRIG’S EXERCISE YARD TO INCLUDE THE FENCE (AND ITS FOOTINGS), MISCELLANEOUS MATERIALS OR OBSTACLES, VEGETATION, AND THE BASKETBALL COURT IN THE YARD. DEMOLITION OF THESE FACILITIES WILL INCLUDE ALL FOOTINGS, CONDUIT AND UNDERGROUND PIPING. UTILITIES TO THE EXISTING FACILITIES WILL BE CAPPED AND REMOVED BACK TO THE NEAREST DEMARCATION POINT OUTSIDE THE BOUNDARY OF THE SITE AS INDICATED IN THE CIVIL DEMOLITION DRAWINGS. IF THE BRIG’S EMERGENCY GENERATOR IS STILL PRESENT ADJACENT TO THE SITE, THE CONTRACTOR WILL DISCONNECT THE POWER FROM THE BRIG’S EMERGENCY GENERATOR'S DISTRIBUTION PANEL, AND THE CONTRACTOR SHALL REMOVE THE POWER CABLING AND CONDUIT FROM THE EMERGENCY GENERATOR’S DISTRIBUTION PANEL BACK TO THE BUILDING(S), PER THE ELECTRICAL DRAWINGS. THE EMERGENCY GENERATOR TO THE BRIG AND ASSOCIATED INFRASTRUCTURE (SHELTER, DISTRIBUTION PANEL, ETC.) IS TO BE REMOVED BY OTHERS. DURING SITEWORK AND CONSTRUCTION, THE CONTRACTOR WILL PROTECT BUILDINGS 283 AND N403E FROM CONSTRUCTION ACTIVITIES AND NOT ENTERED.

THE CONTRACTOR WILL COMPLETE THE REQUIRED ROUGH GRADING OF THE SITE TO PREPARE THE SITE FOR CONSTRUCTION. AT THE COMPLETION OF THE ROUGH GRADING, THE CONTRACTOR WILL INSTALL THE UTILITIES AND CONSTRUCT BUILDING 450, THE NEW WORKING DOG TREATMENT FACILITY (WDTF), PER THE CONSTRUCTION DOCUMENTS.

UPON COMPLETION OF CONSTRUCTION AND ACCEPTANCE OF THE NEW FACILITY BY THE GOVERNMENT, THE

GOVERNMENT WILL THEN TAKE POSSESSION OF BUILDING 450.

2. OWNER MOVES: BUILDING 450 WILL BE OUTFITTED BY OTHERS, AND THE USING UNIT WILL OCCUPY THE NEW FACILITY, MOVED BY OTHERS. THE EMERGENCY GENERATOR AT BUILDING GC-87 WILL BE UNINSTALLED AND REMOVED FROM THE SITE BY OTHERS. THE CONTRACTOR WILL ALLOW 60 DAYS FOR THE GOVERNMENT TO VACATE BUILDING GC-87 ONCE THE

GOVERNMENT TAKES POSSESSION OF BUILDING 450.

3. PHASE 2: ONCE THE CONTRACTOR ACCEPTS THE SITE OF THE BUILDING GC-87 FROM THE GOVERNMENT, THE CONTRACTOR SHALL ABATE ANY HAZARDOUS MATERIALS, AS INDICATED IN THE HAZARDOUS MATERIALS REPORT AND SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS, AND DEMOLISH AND DISPOSE OF BUILDING GC-87 INCLUDING ALL FOOTINGS AND ALL SUPPORTING INFRASTRUCTURE ON SITE, TO INCLUDE UTILITIES, FENCING, SHELTERS, AND CONCRETE PADS. UTILITIES TO THE EXISTING FACILITIES WILL BE CAPPED AND REMOVED BACK TO THE NEAREST DEMARCATION POINT OUTSIDE THE BOUNDARY OF THE SITE AS INDICATED IN THE CIVIL, ELECTRICAL AND TELECOMMUNICATIONS DEMOLITION DRAWINGS. EXISTING VEGETATION ONSITE WILL BE REMOVED TO EXTENT REQUIRED FOR GRADING. THE CONTRACTOR WILL GRADE THE SITE LEVEL AND FOR DRAINAGE, AND THE CONTRACTOR WILL SEED THE SITE FOR GRASS.

WHEN DIRECTED BY THE CONTRACTING OFFICER, THE CONTRACTOR WILL DEMOLISH BUILDINGS 283 AND N403E.

CONTRACTOR SHALL ABATE ANY HAZARDOUS MATERIALS, AS INDICATED IN THE HAZARDOUS MATERIALS REPORT AND SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS, AND DEMOLISH AND DISPOSE OF BUILDINGS 283 AND N403E INCLUDING ALL FOOTINGS AND ANY REMAINING SUPPORTING INFRASTRUCTURE ON SITE, TO INCLUDE UTILITIES AND CONCRETE PADS. EXISTING VEGETATION ONSITE WILL BE REMOVED TO EXTENT REQUIRED FOR GRADING. THE CONTRACTOR WILL GRADE THE SITE LEVEL FOR DRAINAGE, AND THE CONTRACTOR WILL SEED THE SITE FOR GRASS.

ONCE THE WORK ON BOTH SITES IS COMPLETE AND ACCEPTED BY THE GOVERNMENT, THE CONTRACTOR WILL

DEMOBILIZE.

NORTH

NORTH

SCALE: 12" = 1'-0"

PROJECT LOCATION MAP FOR BUILDING 450

C1

DISCRIPTION OF WORK BY PHASE:

SCALE: 12" = 1'-0"

PROJECT LOCATION MAP FOR BUILDING GC-87

A1

NOT TO SCALE

Digitally signed by

RITCHIE.JAMES.B.1229848131

OCCUPANCY

B

0 EXIT A

1 HOUR FIRE BARRIER PER IBC SECTION 706. OPENINGS

FIRE RATED FOR 45 MINUTES UNLESS SHAFT, EXIT

ENCLOSURE, OR EXIT PASSAGEWAY WALLS WHICH

REQUIRE 1 HOUR RATED OPENINGS.

INDICATES NUMBER OF OCCUPANTS EXITING ON EGRESS

PATH

EGRESS PATH WITH NAME, SEGMENT LENGTH, AND

DIRECTION INDICATED

EXIT INDICATOR WITH NAME OF EXIT AND TOTAL

OCCUPANTS EXITING INDICATED

IBC OCCUPANCY GROUP

SMOKE PARTITION PER IBC SECTION 710. OPENINGS TO

BE RELATIVELY TIGHT FITTING AS REQUIRED TO RESIST

PASSAGE OF SMOKE.

FB

SP

PATH A

CODE ANALYSIS LEGEND

OCCUPANCY

B

656 SF

ACCESSORY STORAGE,

MECHANICAL

4,456 SF

BUSINESS

Accessory Storage Areas, Mechanical Equipment Room

Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

Business Areas

CLASS 2 FACILITYCLASS 1 FACILITY

CLASS 2 FACILITY

CLASS 1 FACILITY

PHARMACY

A17

OFFICE,

NCOIC

A03

MECHANICAL

B01

ELECTRICAL

B02

FOOD PREP

AC6A

DENTAL/PREP

NECROPSY

A19A LABORATORY

A19

CENTRAL

MEDICAL

SUPPLY

A17A

RECEIVING /

STAGING

AREA

AC6

STORAGE,

CONSUMABLES

A09ACOPY /

OFFICE

SUPPLY

A09B

STORAGE,

FILES

A09CVET TECH

A07

VET TECH

A07AOFFICE, OIC

A05

OFFICE,

FOOD

INSPECTORS

A01

CORRIDOR

AC8

INSTRUMENT

PREP

A20

RECEPTION

A09

LOBBY /

WAITING

A13

VESTIBULE

A13A

KENNELS LG

ANIMALS

A25

OPERATING

ROOM

A21

LAUNDRY

ROOM

A27

UTILITY,

SOILED

A29

HOLDING, SM

ANIMALS

A33

COMM

A31

TOILET,

STAFF

A24

CONFERENCE

ROOM /

BREAKROOM

A02

MWD EXAM /

ISO HOLD

A30

CORRIDOR

AC2

STORAGE,

EQUIPMENT

A28

LOCKER/CHANGING

ROOM, STAFF

A06

CORRIDOR

AC4

IMAGING

ROOM

A22

CORRIDOR

AC5

EXAM /

TREATMENT

ROOM

A12

EXAM /

TREATMENT,

POA

A14

CORRIDOR

AC1 CORRIDOR

AC3

TOILET,

PUBLIC

A10

SCRUB /

GOWN AREA

A19B

ANTE-ROOM

AC7

PATH A

JANITOR

CLOSET

A26

LINEN,

CLEAN

A27A

KITCHENETTE

A04

FB

FB

SP

SP

SP

FB

FB

PATH B

FEC

FEC

FE

FEC

CODE DATA

1.1 APPLICABLE CODES & STANDARDS

REFER TO SPECIFICATIONS FOR APPLICABLE EDITION (YEAR) OF EACH CODE &

STANDARD LISTED

1.1.1 UFC 1-200-01

1.1.2 UFC 3-600-01

1.1.3 INTERNATIONAL BUILDING CODE (IBC)

1.1.4 ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS

1.1.5 NFPA 101, LIFE SAFETY CODE

1.1.6 NFPA 10, PORTABLE FIRE EXTINGUISHERS

1.1.7 NFPA 80, FIRE DOORS AND FIRE WINDOWS

1.1.8 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS

1.1.9 NFPA 75, FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT

1.1.10 NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS

1.1.11 NFPA 150, STANDARD ON FIRE AND LIFE SAFETY IN ANIMAL HOUSING

FACILITIES

1.2 OCCUPANCY CLASSIFICATION (NON-SEPARATED) - IBC CHAPTER 3 & NFPA 150

1.2.1 GROUP B - BUSINESS

1.2.2 CLASS 1 & 2 ANIMAL HOUSING FACILITY

(NOTE: PER NFPA 150 CLASS 1 & CLASS 2 ANIMAL HOUSING FACILITIES MUST BE

SEPARATED BY A 1-HOUR FIRE RESITANCE-RATED SEPARATION, TABLE 6.2.6.1)

1.3 BUILDING HEIGHT & AREA LIMITATIONS - IBC CHAPTER 5 & NFPA 150

1.3.1 THE ALLOWABLE BUILDING AREA AND HEIGHT IS BASED ON THE REQUIREMENT

OF NFPA 150

1.3.2 IBC TABLE 504.3 ALLOWABLE HEIGHT = 75', ACTUAL = 28'-8"

1.3.3 NFPA 150 TABLE 7.2.2 ALLOWABLE STORIES ABOVE GRADE = 3, ACTUAL = 1

1.3.4 NFPA 150 TABLE 7.2.2 ALLOWABLE AREA = 25,000 SF

1.3.5 ACTUAL AREA = 5,277 SF

1.4 MINIMUM CONSTRUCTION TYPE - IBC CHAPTER 6

1.4.1 TYPE II-B

1.5 FIRE RESISTIVE REQUIREMENTS - IBC CHAPTER 6

1.5.1 PRIMARY STRUCTURAL FRAME = 0-HOUR RATING

1.5.2 BEARING WALLS, EXTERIOR = 0-HOUR RATING

1.5.3 BEARING WALLS, INTERIOR = 0-HOUR RATING

1.5.4 NON-BEARING WALLS & PARTITIONS, EXTERIOR = 0-HOUR RATING

1.5.5 NON-BEARING WALLS & PARTITIONS, INTERIOR = 0-HOUR RATING

1.5.6 FLOOR CONSTRUCTION = 0-HOUR RATING

1.5.7 ROOF CONSTRUCTION = 0-HOUR RATING

1.6 SEPARATION OF BUILDINGS

1.6.1 TABLE 602 = TYPE IIB & B OCCUPANCY = 10'-0" MINIMUM SEPARATION

BETWEEN BUILDINGS; 30'-0" PROVIDED

1.7 PEDESTRIAN WALKWAYS - IBC CHAPTER 31

1.7.1 PEDESTRIAN WALKWAYS SHALL NOT CONTRIBUTE TO THE BUILDING AREA PER

3104.1

1.7.2 EXTERIOR WALLS OF CONNECTED BUILDINGS MEET THE 2 HOUR RATING

REQUIREMENT PER 3104.5.4 SO THAT WALLS AT THE INTERSECTION OF THE

PEDESTRIAN WALKWAY NEED NOT BE RATED.

1.8 MEANS OF EGRESS - NFPA 101, CHAPTER 7 & 38, NFPA 150, CHAPTER 8

1.8.1 EGRESS CAPACITY - NFPA 101 TABLE 7.3.3.1 = 0.2" PER OCCUPANT X 19

OCCUPANTS = 3.8", 34" PROVIDED

1.8.2 MINIMUM NUMBER OF EXITS - NFPA 150 8.1.2.1.1 = 2 REQUIRED, 3 PROVIDED

1.8.3 MINIMUM WIDTH OF DOORS - NFPA 150 8.1.2.2 = 32" MINIMUM, 34" PROVIDED

1.8.4 COMMON PATH OF TRAVEL = 100', ACTUAL = N/A

1.8.5 DISTANCE TO EXITS - NFPA 150 8.1.2.4.2 = 100' MAX, 72'-8" PROVIDED

1.8.6 DEAD END CORRIDORS - NFPA 101 38.2.5.1.3 = 50' MAX, ACTUAL = N/A

1.8.7 MINIMUM WIDTH OF CORRIDOR - MIN = 60", ACTUAL = 60"

1.9 PORTABLE FIRE EXTINGUISHERS - NFPA 10, UFC 3-600-01

1.9.1 PORTABLE FIRE EXTINGUISHERS MUST BE PROVIDED IN ALL MEDICAL

FACILITIES PER 9-17.1.1 OF THE UFC 3-600-01

1.9.2 DISTANCE BETWEEN FIRE EXTINGUISHERS - NFPA 10 6.2.1.1 = 75' MAXIMUM, 70'

PROVIDED

1.10 SEPARATION FROM HAZARDS - NFPA 150, NFPA 101

1.10.1 ANIMAL HOUSING FACILITIES SHALL BE SEPARATED WITH A 1-HOUR FIRE

RESISTANCE RATED ENCLOSURE FROM HAZARDOUS AREAS WHEN

PROTECTED THROUGHOUT BY AN AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH NFPA 13 - NFPA 150 7.6.2

1.10.2 PROTECTION FROM HAZARDOUS AREAS PROVIDED VIA AUTOMATIC FIRE

EXTINGUISHING SYSTEM PLUS SMOKE PARTITIONS - NFPA 101 8.7.1

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LIFE SAFETY ANALYSIS - AREA SCHEDULE

Name Area IBC Use Classification -

Chapter 10

IBC (2006) Design Occupant Load

IBC OLF

IBC OLF

GrossNet IBC # Occupants

LEVEL 1

ACCESSORY STORAGE, MECHANICAL 656 SF Accessory Storage Areas, Mechanical Equipment Room

300 SF Gross 3

BUSINESS 4,456 SF Business Areas 100 SF Gross 45

ASSEMBLY 123 SF Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

15 SF Net 9

Grand total 5,235 SF 57

EGRESS PATH SCHEDULE

Egress Path Name Travel Distance

PATH A 72'-8"

PATH B 63'-1"

OCCUPANTS PER ROOM

ROOM NAME ROOM NUMBER ROOM AREA OCC LF

NUMBER OF

OCCUPANTS

TOILET, STAFF A24 50 SF 0 SF

KENNELS LG ANIMALS A25 90 SF 0 SF

JANITOR CLOSET A26 44 SF 0 SF

LAUNDRY ROOM A27 58 SF 100 SF 1

LINEN, CLEAN A27A 46 SF 0 SF

STORAGE, EQUIPMENT A28 46 SF 0 SF

UTILITY, SOILED A29 53 SF 0 SF

MWD EXAM / ISO HOLD A30 120 SF 100 SF 2

COMM A31 129 SF 0 SF

HOLDING, SM ANIMALS A33 106 SF 100 SF 2

CORRIDOR AC1 237 SF 100 SF 3

CORRIDOR AC2 55 SF 100 SF 1

CORRIDOR AC3 167 SF 100 SF 2

CORRIDOR AC4 29 SF 100 SF 1

CORRIDOR AC5 386 SF 100 SF 4

RECEIVING / STAGING AREA AC6 60 SF 100 SF 1

FOOD PREP AC6A 44 SF 100 SF 1

ANTE-ROOM AC7 30 SF 100 SF 1

CORRIDOR AC8 42 SF 100 SF 1

MECHANICAL B01 423 SF 300 SF 2

ELECTRICAL B02 143 SF 300 SF 1

Grand total 56

OCCUPANTS PER ROOM

ROOM NAME ROOM NUMBER ROOM AREA OCC LF

NUMBER OF

OCCUPANTS

OFFICE, FOOD INSPECTORS A01 158 SF 100 SF 2

CONFERENCE ROOM /

BREAKROOM

A02 123 SF 15 SF 9

OFFICE, NCOIC A03 108 SF 100 SF 2

KITCHENETTE A04 51 SF 0 SF

OFFICE, OIC A05 110 SF 100 SF 2

LOCKER/CHANGING ROOM,

STAFF

A06 89 SF 100 SF 1

VET TECH A07 60 SF 100 SF 1

VET TECH A07A 60 SF 100 SF 1

RECEPTION A09 82 SF 100 SF 1

STORAGE, CONSUMABLES A09A 56 SF 0 SF

COPY / OFFICE SUPPLY A09B 57 SF 0 SF

STORAGE, FILES A09C 45 SF 0 SF

TOILET, PUBLIC A10 52 SF 100 SF 1

EXAM / TREATMENT ROOM A12 125 SF 100 SF 2

LOBBY / WAITING A13 91 SF 100 SF 1

VESTIBULE A13A 34 SF 0 SF

EXAM / TREATMENT, POA A14 125 SF 100 SF 2

PHARMACY A17 77 SF 100 SF 1

CENTRAL MEDICAL SUPPLY A17A 53 SF 0 SF

LABORATORY A19 83 SF 100 SF 1

DENTAL/PREP NECROPSY A19A 77 SF 100 SF 1

SCRUB / GOWN AREA A19B 48 SF 100 SF 1

INSTRUMENT PREP A20 60 SF 0 SF

OPERATING ROOM A21 172 SF 100 SF 2

IMAGING

ROOM

A22 137 SF 100 SF 2

/3

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Digitally signed by

RITCHIE.JAMES.B.1229848131

15125954

Digitally signed by

RITCHIE.JAMES.B.1229848131

15125955

Digitally signed by

RITCHIE.JAMES.B.1229848131

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FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

GENERAL PLAN SYMBOLS GENERAL SECTION SYMBOLS UTILITY PLAN SYMBOLS GENERAL NOTES

VALVE SYMBOLSGENERAL TREE SYMBOLS

3:1

MANHOLE

MANHOLE WITH VALVE

CATCH BASIN

HEADWALL

CULVERT END SECTION

YARD/FIRE HYDRANT

YARD CLEAN OUT

DEWATERING WELL

UTILITY POLE

LIGHT POLE

POLE SUPPORT

TOWER

TELEPHONE REDESTAL

GATE VALVE

CHECK VALVE

PLUG VALVE

GLOBE VALVE

BALL VALVE

POST INDICATOR VALVE

MH

MH

CB

YCO

DW

EARTH

ROCK

CRUSHED ROCK

SAND, CMU, PLASTER

GRANULAR FILL

CONCRETE

RIPRAP

RIPRAP (LARGE)

WATER LEVEL

CORRUGATED METAL PIPE (SMALL)

CORRUGATED METAL PIPE (LARGE)

DECIDUOUS TREE (SMALL)

DECIDUOUS TREE (MEDIUM)

DECIDUOUS TREE (LARGE)

CONIFEROUS TREE (SMALL)

CONIFEROUS TREE (MEDIUM)

CONIFEROUS TREE (LARGE)

PALM TREE (SMALL)

PALM TREE (LARGE)

TREE LINE

TREE LINE (SMALL)

MISCELLANEOUS LANDSCAPING

TREES/SHUBBERY, REFER TO

APPROPRIATE PLANS

PROPERTY LINE

RIGHT-OF-WAY

BASE LINE, DATUM LINE

ONE STATION MARK

FIVE STATION MARK

POINT OF CURVE,

POINT OF TANGENT

SURVEY HUB,

POINT OF INTERSECTION

SURVEY MONUMENT

MINOR PROPOSED CONTOUR

MAJOR PROPOSED CONTOUR

EDGE OF WATER

DITCH FLOWLINE

SWALE OR DEPRESSION

SLOPE (3 HORIZ TO 1 VERT)

SWAMP OR WETLAND)

BENCH MARK

SOIL BORING

FENCE

GUARD RAIL

RIPRAP

RAILROAD (ONE LINE)

RAILROAD (TWO LINE)

SIGN (ONE POST)

SIGN (TWO POST)

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING CUT OR FILL SLOPE;

ARROWS POINT DOWN SLOPE

NEW CUT OR FILL SLOPE;

ARROWS POINT DOWN SLOPE

TOP OF CURB ELEVATION

GUTTER OR GROUND ELEVATION

110.50

110.00

110.50

120.0

ROW

1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND

MAY NOT APPEAR ON THIS SET OF DRAWINGS.

2. ALL GRADES ARE SHOWN AS PERCENTS OR AS

"VERTICAL : HORIZONTAL" FORMAT.

MINOR EXISTING CONTOUR

MAJOR EXISTING CONTOUR

UTILITY LINE DESIGNATIONS

EXISTING NEW

E x

E x

E E

C x

C x

C C

ES ESES

x

ES

x

SS

x

SS

x

SS SS

SS

x

SS

x

SS SS

W x

W x

W W

F x

F x

F F

SANITARY SEWER

(GRAVITY MAIN)

SANITARY SEWER

(FORCE MAIN)

WATER SUPPLY

FIRE PROTECTION WATER

SUPPLY

ELECTRICAL MEDIUM

VOLTAGE

ELECTRICAL LOW VOLTAGE

COMMUNICATIONS

UNDERGROUND

EA EAEA

x

EA

x

ELECTRICAL AERIAL

CA

x

CA

x

CA CA COMMUNICATIONS AERIAL

XX

PHOTO LOCATION WITH ARROW SHOWING

DIRECTION PHOTO WAS TAKEN

XX- PHOTO NUMBER

SEE SHEETS.

LIGHT POLE WITH A

HAND HOLE

FENCE

ABBREVIATIONS

BLDG

CMU

CO

DIA

DWG

E

EA

EG

EL

EXST

FDC

FFE, FIN FLR

FG

FT

HMA

IE

MH

MIN

N

PAV'T

PCC

PIV

PVC

R

S

SAN

THK

TYP

W

WWF

BUILDING

CONCRETE MASONRY UNIT

CLEAN OUT

DIAMETER

DRAWING

EAST, EASTING

EACH

EXISTING GROUND

ELEVATION

EXISTING

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR ELEVATION

FINISHED GROUND

FOOT, FEET

HOT MIX ASPHALT

INVERT ELEVATION

MANHOLE

MINIMUM

NORTH, NORTHING

PAVEMENT

PORTLAND CEMENT CONCRETE

POST INDICATOR VALVE

POLYVINYL CHLORIDE

RADIUS, REINFORCED SLAB

SOUTH

SANITARY

THICK, THICKNESS

TYPICAL

WEST

WELDED WIRE FABRIC

JEREMY M.

REINIER

21625

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INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

2018 WORKING DOG TREATMENT FACILITY

THIS PROJECT IS REGULATED BY THE REQUIREMENTS OF: UFC 3-210-10 1 JUNE 2015 CHANGE 1, 1

FEBRUARY 2016. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR CARRYING OUT

THE TERMS AND CONDITIONS OF THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THIS

PLAN INCLUDES INFORMATION REGARDING THE PROJECT SITE, ROLES AND RESPONSIBILITIES, INSPECTION REQUIREMENTS, EROSION AND SEDIMENT CONTROLS, MAINTENANCE PROCEDURES, AND POTENTIAL NON-STORM WATER DISCHARGES.

PROJECT SITE INFORMATION:

A.SCOPE OF WORK: ALL WORK RELATED TO CONSTRUCTION AND SITE PREPARATION FOR THE

WORKING DOG TREATMENT FACILITY, AND DEMOLITION OF THE EXISTING CLINIC AND

RESTORATION OF THAT SITE.

B. CONSTRUCTION ACTIVITIES: MAJOR ACTIVITIES INCLUDE; SITE GRADING, UTILITY INSTALLATION, SIDEWALK AND DRIVEWAY CONSTRUCTION, BUILDING ERECTION

C.LOCATION: APPROXIMATELY, 19 ̊54'11 N, 75 ̊5'48” W

D. APPROXIMATE SWPPP AREA: 1.25 ACRES

E.DISTURBED PROJECT AREA: 1.2 ACRES

F. POST CONSTRUCTION ESTIMATED RUNOFF COEFFICIENT: 0.4

G.SOIL PROPERTIES: SILTY SANDS AND WEATHERED LIMESTONE.

H.RECEIVING WATERS: GUANTANAMO BAY

I. DATES OF DISCHARGE: DURING CONSTRUCTION AND RESTORATION.

J. SITE MAP: SEE SITE PLANS FOR SITE GRADATION AND RUNOFF DIRECTION

K. ANTICIPATED CONSTRUCTION SEQUENCE OF EVENTS (ORDER OF SOME ITEMS MAY VARY AT THE

CONTRACTOR'S DISCRETION):

a. CONSTRUCTION MOBILIZATION

b. UTILITY INSTALLATION

c. BUILDING FOUNDATION CONSTRUCTION

d. BUILDING CONSTRUCTION

e. SITE GRADING

f. PAVEMENT (SIDEWALKS, DRIVEWAYS, PARKING AREAS)

g. SURFACE RESTORATION

ROLES AND RESPONSIBILITIES:

A.SWPPP DESIGNER/MANAGER: THE CONTRACTOR HAS THE SIGNATURE AUTHORITY ON THE

SWPPP AND NOTICE OF INTENT (NOI). A COPY OF THE SWPPP SHALL BE AVAILABLE, ON SITE, AT

ALL TIMES.

B. CONTRACTOR/SUBCONTRACTOR: ALL CONTRACTORS/SUBCONTRACTORS ARE CO-PERMITEES

WITH THE GTMO PROJECT OFFICER AND MUST ADHERE TO THE REQUIREMENTS THIS SWPPP.

THEY ARE THE SIGNATURE AUTHORITY ON THE CO-PERMITEE CERTIFICATION STATEMENTS AND

STORM WATER INSPECTION REPORTS AND INCLUDE ANYONE RESPONSIBLE FOR SEDIMENT OR

EROSION CONTROLS OR INVOLVED IN LAND DISTURBING ACTIVITIES. ALL CO-PERMITEES ARE

LEGALLY REQUIRED UNDER THE CLEAN WATER ACT AND THE EPA TO ENSURE COMPLIANCE WITH

THE TERMS AND CONDITIONS OF THIS SWPPP. RESPONSIBILITIES INCLUDE INSTALLATION AND

MAINTENANCE OF APPROPRIATE CONTROLS, SUPERVISING AND IMPLEMENTING GOOD

HOUSEKEEPING PRACTICES, CONDUCTING JOINT REQUIRED INSPECTIONS OF THE SITE, AND

COMPLYING WITH TRAINING AND CERTIFICATION REQUIREMENTS.

C.INSPECTOR: RESPONSIBLE FOR UPDATING THE SWPPP WHENEVER THERE IS A CHANGE IN

DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE WHICH HAS A SIGNIFICANT EFFECT ON

THE DISCHARGE OF POLLUTANTS FROM THE PROJECT. THE INSPECTOR MAINTAINS AN

UP-TO-DATE RECORD THAT IDENTIFIES CONTRACTORS AND SUBCONTRACTORS AS

CO-PERMITEES, CONDUCTS JOINT REQUIRED INSPECTIONS OF THE SITE, COMPLETES

INSPECTION REPORTS, AND IS THE SIGNATURE AUTHORITY ON INSPECTION REPORTS AND THE

NOTICE OF DISCONTINUATION (NOD).

D.INSPECTIONS: REQUIRED EVERY 7 CALENDAR DAYS AND AFTER STORM EVENTS AND MUST

INCLUDE THE FOLLOWING:

a. INSPECT AREAS USED FOR STORAGE OF MATERIALS FOR EVIDENCE OF POLLUTANTS

LEAVING THE SITE AND/OR ENTERING THE DRAINAGE SYSTEM.

b. INSPECT EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE SWPPP TO

ENSURE THEY ARE FUNCTIONING CORRECTLY.

c. INSPECT DISCHARGE LOCATIONS TO ASCERTAIN IF THE CURRENT CONTROL MEASURES ARE

EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO THE RECEIVING WATERS.

d. INSPECT LOCATIONS WHERE VEHICLES ENTER/EXIT THE CONSTRUCTION SITE AND

CONTRACTOR STAGING AREA FOR SIGNS OF SEDIMENT TRACKING.

e. PREPARE AN INSPECTION REPORT THAT LISTS THE DATE, NAME, AND INSPECTOR'S

QUALIFICATIONS. THE REPORT MUST SUMMARIZE THE INSPECTION AND NOTE ANY

MAINTENANCE OF THE CONTROLS OR CHANGES TO THE SWPPP THAT WERE REQUIRED.

f. IMPLEMENT REQUIRED MAINTENANCE OR CHANGES TO THE SWPPP IDENTIFIED DURING THE

INSPECTION WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION.

EROSION AND SEDIMENT CONTROLS

A.ALL EROSION CONTROL TO BE INSTALLED PRIOR TO EXCAVATION AND MAINTAINED UNTIL MULCH

OR PERMANENT GROUND COVER IS ESTABLISHED.

B. STABILIZING PRACTICES:

a. EXISTING VEGETATION OR NATURAL BUFFERS ARE TO BE PRESERVED WHEREVER POSSIBLE

AND DISTURBED PORTIONS OF THE SITE WILL BE STABILIZED.

b. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED, OR TEMPORARILY CEASED AND NOT RESUMED WITHIN 14 DAYS, MUST IMMEDIATELY HAVE

STABILIZING MEASURES INITIATED.

c. TOPSOIL IS TO BE PRESERVED, STOCK PILED, AND THEN REPLACED.

d. ALL STOCK PILES SHALL BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION ACTIVITY HAS

CEASED WITH SEDIMENT BARRIERS INSTALLED.

e. THE SOIL FOR PERMANENT SEEDING MUST BE RIPPED, DISKED OR TILLED TO A DEPTH OF

6-12" TO REDUCE COMPACTION.

f. SEE SPECIFICATION SECTION 32 92 19 FOR SEEDING REQUIREMENTS FOR DISTURBED

VEGETATED AREAS.

B.FINAL STABILIZATION: OCCURS WHEN ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN

COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% FOR THE

AREA HAS BEEN ESTABLISHED OR EQUIVALENT STABILIZATION MEASURES HAVE BEEN

EMPLOYED. SURFACE WATERING OR MULCHING WILL BE USED TO CONTROL WIND

EROSION/DUST.

C.STRUCTURAL PRACTICES: SILT FENCE, WATTLES, INLET PROTECTION, AND EROSION BLANKETS

OTHER CONTROLS:

A.WASTE MATERIALS AND LITTER: DISPOSAL SHALL COMPLY WITH LOCAL WASTE DISPOSAL

REGULATIONS. SANITARY WASTE AND OTHER HAZARDOUS WASTE SHALL BE DISPOSED OF IN

COMPLIANCE WITH LOCAL AND FEDERAL REGULATIONS. THESE ACTIVITIES MUST BE LOCATED

AWAY FROM CONCENTRATED FLOWS.

B. TRACKING: IF TRACK-OUT OCCURS, A STABILIZED ACCESS/EXIT SHALL BE USED. TRACK-OUT

SHALL BE CLEANED UP DAILY AND WHENEVER NEEDED.

C.CONCRETE WASHOUT: WASHOUT OF CONCRETE MUST BE CONTAINED AWAY FROM DRAINAGE

AREAS. IT SHOULD BE CLEARLY MARKED AND ACCESSIBLE.

D.EQUIPMENT STORAGE AND MAINTENANCE AREAS: FOLLOW APPLICABLE ENVIRONMENTAL LAWS

TO PREVENT THE CONTAMINATION OF SURFACE AND GROUND WATER FROM FUELS, OILS, AND

ANY OTHER FLUIDS FROM EQUIPMENT STORAGE AND MAINTENANCE.

E.DEWATERING: REMOVE SUSPENDED SEDIMENT FROM DEWATERING ACTIVITIES PRIOR TO

DISCHARGING INTO THE DRAINAGE SYSTEM AND PROVIDE MEASURES TO PREVENT SCOUR

EROSION.

MAINTENANCE PROCEDURES:

A.ALL DOCUMENTS RELATED TO THE SWPPP SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE

PRESENTED UPON REQUEST. THIS INCLUDES, BUT IS NOT LIMITED TO, THE SWPPP, NOI, PROOF

OF PUBLICATION, AND PROJECT INSPECTION REPORTS.

B. THE SWPPP SHALL BE UPDATED AS CONSTRUCTION PROGRESSES. IT SHOULD REFLECT

CURRENT OWNERSHIP, RESPONSIBILITIES, OPERATIONS, AND FINDINGS. IT SHALL BE REVISED NO

LATER THAN 7 DAYS AFTER INSPECTION. IF HAZARDOUS CONDITIONS OCCUR, THE PLAN NEEDS

TO BE MODIFIED WITHIN 14 DAYS. STEPS TO PREVENT THE RECURRENCE OF SUCH RELEASES

WILL BE IDENTIFIED IN A PLAN REVISION AND THEN IMPLEMENTED.

C.MAINTAIN ALL EROSION CONTROL MEASURES IN GOOD WORKING CONDITION. THIS MAY REQUIRE

CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL. MAINTENANCE SHALL BE

INITIATED WITHIN 24 HOURS OF REPORT. SEDIMENT BARRIERS SHOULD BE CLEANED OF

SEDIMENT WHEN THE BARRIER AT 50% CAPACITY. SOIL AND DEBRIS ON ADJOINING PROPERTIES

OR STREETS WILL BE MINIMIZED. REMOVAL SHOULD OCCUR IMMEDIATELY AND REMEDIAL

ACTIONS FOR PREVENTION MUST BE TAKEN.

D.HAZARDOUS MATERIALS SHALL BE CLEANED UP BY REMOVING AND DISPOSING OF

CONTAMINATED SOILS PROPERLY AND IN ACCORDANCE WITH LOCAL LAWS.

NON-STORM WATER DISCHARGES:

NON-STORM WATER FLOWS WILL BE DISCHARGED TO A STABILIZED AREA OR DIRECTED TO A

SEDIMENT RETENTION DEVICE OR OTHER APPROPRIATE CONTROL MEASURE PRIOR TO DISCHARGING

OFF-SITE. EXAMPLES OF NON-STORM WATER DISCHARGES ARE:

1. WATER LINE FLUSHING, POTABLE WATER, IRRIGATION DRAINAGE, AND FIRE-FIGHTING ACTIVITIES

2. PAVEMENT OR BUILDING WASH WATER WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS

MATERIALS HAVE OCCURRED AND NOT INCLUDING DETERGENTS

3. UNCONTAMINATED GROUNDWATER FROM DE-WATERING EXCAVATION

4. NATURAL SPRINGS, WETLANDS, OR OTHER WATER SOURCES

5. FOUNDATION OR FOOTING DRAINS WHERE FLOWS HAVE NOT BEEN EXPOSED TO SOLVENTS

JEREMY M.

Digitally signed by

RITCHIE.JAMES.B.1229848131

Digitally signed by

RITCHIE.JAMES.B.1229848131

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BATHROOM

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EXISTING BUILDING

GC-87 TO BE

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VETERINARY CLINIC

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NAVFAC SE

NAS JACKSONVILLE, FL

15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

GENERAL NOTES:

1. COORDINATE DEMOLITION WITH DRAWING ED102 AND TD102.

2. REMOVE WATER AND SEWER SERVICE LINES BACK TO

NEAREST POINT OF DEMARCATION OUTSIDE THE SITE AND

CAP.

3. RESTORE GRADE TO MATCH SURROUNDING TOPOGRAPHY.

4. RESTORE DISTURBED GROUND PER SPECIFICATION 32 92 19 -

SEEDING.

LEGEND

EXISTING BUILDINGS TO BE DEMOLISHED

COORDINATE DEMOLITION WITH DRAWING

ED101 AND TD101.

SILT FENCE

LIMITS OF DISTURBANCE

DESCRIPTION

1. BUILDING GC87 IS 2-STORY, CONCRETE BLOCK

CONSTRUCTION WITH SLAB-ON-GRADE FOUNDATION. SEE

HAZARDOUS MATERIALS SURVEY PROVIDED BY GER DATED

NOVEMBER 17, 2018 PROVIDED UNDER SEPARATE COVER.

GC87 MEASUREMENTS FROM PROPERTY RECORD

(27 APRIL 2015)

WIDTH: 39 FEET

LENGTH:88 FEET

BUILDING HEIGHT: 18 FEET

AREA (BUILDING): 3,958.00 SQUARE FEETPHOTO 2: Typical interior finishes on the first floor included gypsum board and vinyl sheet flooring.

PHOTO 3: Typical interior walls consist of CMU block and base cove.

PHOTO 4: View of vinyl floor sheet in the second floor bathrooms.

Two layers of floor sheet exist.

PHOTO 5: View of 12" beige streaked floor tile found in closet and under carpet throughout the second floor.

PHOTO 7: View of typical window with sealant around window frame.

PHOTO 8: View of typical door with sealant around door frame.

PHOTO 9: View of foam puff roof over concrete roof deck.

PHOTO 10: View of asphalt/tar and mastic coating around roof vent.

JEREMY M.

Digitally signed by

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15930331

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BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

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GENERAL NOTES

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JEREMY M.

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15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

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JEREMY M.

Digitally signed by

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FOR COMMANDER NAVFAC

APPROVED

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AS

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VETERINARY CLINIC

NS GUANTANAMO BAY, CUBA

NAVFAC SE

NAS JACKSONVILLE, FL

15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

0 40'20'

HORIZONTAL SCALE 1" = 20'

N

C-108

CARAVELLA POINT RD

GENERAL NOTES:

LEGEND

JEREMY M.

Digitally signed by

RITCHIE.JAMES.B.1229848131

Digitally signed by

RITCHIE.JAMES.B.1229848131

Digitally signed by

RITCHIE.JAMES.B.1229848131

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APPROVED

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HE

AS

T

VETERINARY CLINIC

NS GUANTANAMO BAY, CUBA

NAVFAC SE

NAS JACKSONVILLE, FL

15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

N

0 40'20'

HORIZONTAL SCALE 1" = 20'

LEGEND:

NOTES:

WORKING DOG TREATMENT FACILITY

HOSPITAL

0 200'100'

HORIZONTAL SCALE 1" = 100'

C-111LIMITS

JEREMY M.

Digitally signed by

RITCHIE.JAMES.B.1229848131

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GENERAL NOTES

0 2000'1000'

HORIZONTAL SCALE 1" = 1000'

CONSTRUCTION CONTROL AND SITE ACCESS PLAN

ENLARGED VIEW

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FOR COMMANDER NAVFAC

APPROVED

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SEAL

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AS

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VETERINARY CLINIC

NS GUANTANAMO BAY, CUBA

NAVFAC SE

NAS JACKSONVILLE, FL

15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

JEREMY M.

Digitally signed by

RITCHIE.JAMES.B.1229848131

1+00 2+00 3+00 4+00 5+00 6+00 6+50

10+00 11+00 12+00

20+00 21+00 22+00

C-201

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ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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SEAL

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AS

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VETERINARY CLINIC

NS GUANTANAMO BAY, CUBA

NAVFAC SE

NAS JACKSONVILLE, FL

15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

0 40'20'

HORIZONTAL SCALE 1" = 20'

0 4'2'

VERTICAL SCALE 1" = 2'

NOTES:

JEREMY M.

Digitally signed by

RITCHIE.JAMES.B.1229848131

X X X X X X X X

X X

X X X

X X

X X

XXXXXXXX

X X

X

C-401

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SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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SEAL

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AS NOTED

UNCLASSIFIED//FOR OFFICIAL USE ONLY

UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UT

HE

AS

T

VETERINARY CLINIC

NS GUANTANAMO BAY, CUBA

NAVFAC SE

NAS JACKSONVILLE, FL

15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

N

NOTES:

0 20'10'

LEGEND:

JEREMY M.

Digitally signed by

RITCHIE.JAMES.B.1229848131

0 40'20'

C-501

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VETERINARY CLINIC

NS GUANTANAMO BAY, CUBA

NAVFAC SE

NAS JACKSONVILLE, FL

15930331

PM/DM

BRANCH MGR

CHIEF ENG/ARCH

FIRE PROTECTION

INC.

ARCHITECTS / ENGINEERS

Stanley

Consultants

11/06/19

1/8 " R

L

CONTRACTION JOINT

CONCRETE WALK SECTION

EXPANSION JOINT

JOINT SEALER

CONFORMING TO

FED. SPEC. SS-S-1401

PRE-MOULDED EXPANSION

JOINT FILLER CONFORMING

TO ASTM D1751 OR D1752

4" CONCRETE PAVEMENT

FINISHED GRADE

1/4"/FT (UNLESS

OTHERWISE SHOWN)

6x6 W2xW2 WELDED

WIRE FABRIC

6" WIDE

WHITE

STRIPING

C PARKING STALL

PAINT WHITE

9°

R

R

PAINT WHITE

SEAL 1/2" DEEP

HOLE W/ MORTAR

#6 @ 2'-6" LONG

(2'-1" BURY DEPTH)

2-#3 REBARS

SECTION

PRECAST CONCRETE WHEEL STOP

T

Y P

VARIES

9'-0"4'-6"

T

Y

P

6"

20"

R

12"

1"

1/8"

1/8"

9"

2"

Ø

L

E

S

TYPICAL CONCRETE WALK DETAILS

HANDICAPPED PARKING DETAIL

SCALE: NONE

SCALE: NONE

SCALE: NONE

8"

STRUCTURAL

BACKFILL

#4@12 TOP

#4@12

BACKFILL WITH SITE

EXCAVATED MATERIAL

(STRUCTURAL BACKFILL IF

BELOW CONCRETE SLAB)

8"

NOTES:

1.

ANCHOR RODS AND GROUT SHALL BE FURNISHED AND INSTALLED BY

EQUIPMENT INSTALLATION SUBCONTRACTOR.

2.

3.

EQUIPMENT…