Add-Alter B235 - Type B-3 - Drawings - Rev 1 - Signed.pdf

PDF 18 MB Posted Oct 30, 2023

Attached to: 142 FW B235 ADAL Construction Federal contract opportunity
Solicitation number: W50S8Y24B0001
Issued by: Department of the Army Oregon Army National Guard

About this file

Written by GovTribe AI · Dec 21, 2023

This file relates to a federal solicitation for construction services. The solicitation number is W50S8Y24B0001 and seeks proposals for 142 FW B235 ADAL Construction from the Department of the Army Oregon Army National Guard. Interested parties should review the attached drawings labeled Add-Alter B235 - Type B-3 - Drawings - Rev 1 - Signed.pdf measuring 18MB for project details prior to submitting responses. The opportunity type is listed as a solicitation, suggesting proposals are due on or before the specified closing date.

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Other files for this federal contract opportunity

Other files attached to 142 FW B235 ADAL Construction, newest first.
File	Type	Posted
Abstract of Offers - B235.pdf	PDF	Dec 20, 2023
RFI Attachment P235_STRU_S-110_2023-12-07 1.pdf	PDF	Dec 11, 2023
B235 RFIs Page 2 of 2 - 12-11-2023.pdf	PDF	Dec 11, 2023
W50S8Y24B0001 Amendment 3.pdf	PDF	Dec 11, 2023
B235 RFIs Page 2 of 2 - 12-1-2023.pdf	PDF	Dec 1, 2023
W50S8Y24B001 Amendment 2.pdf	PDF	Nov 22, 2023
B235 RFIs Page 1 of 2 - 11-22-2023.pdf	PDF	Nov 22, 2023
B235 Site Visit Sign-In.pdf	PDF	Nov 9, 2023
Add-Alter B235 - Type B-3 - Specifications (Appendices).pdf	PDF	Oct 30, 2023
Add-Alter B235 - Type B-3 - Specifications (Div 01-06) - Rev 1.pdf	PDF	Oct 30, 2023
Add-Alter B235 - Type B-3 - Specifications (Div 23-33).pdf	PDF	Oct 30, 2023
W50S8Y24B001 Amendment 1.pdf	PDF	Oct 30, 2023
Add-Alter B235 - Type B-3 - Specifications (Div 07-22).pdf	PDF	Oct 30, 2023
J and A for Monaco - Sole Source signed.pdf	PDF	Oct 27, 2023
J and A for Automated Logic - Sole Source signed.pdf	PDF	Oct 27, 2023
W50S8Y24B0001 Solicitation.pdf	PDF	Oct 27, 2023

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REV. APRIL 2023

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SHEET LIST

SHEET # DRAWING INDEX

FIRE PROTECTION

F-001 FIRE ALARM / MASS NOTIFICATION GENERAL NOTES AND

SYMBOLS

F-011 FIRE SUPPRESSION GENERAL NOTES AND SYMBOLS

FD101 FIRE ALARM/MASS NOTIFICATION DEMOLITION PLAN

FD111 FIRE SUPPRESSION DEMOLITION

FD411 ENLARGED FIRE SUPPRESSION PLAN - DEMOLITION

F-101 FIRE ALARM/MASS NOTIFICATION PLAN

F-111 OVERALL FIRE SUPPRESSION ZONE PLAN

F-411 ENLARGED FIRE SUPPRESION PLAN - NEW WORK

F-501 FIRE ALARM/MASS NOTIFICATION DETAILS

F-502 FIRE ALARM/MASS NOTIFICATION DETAILS

F-503 FIRE ALARM/MASS NOTIFICATION DETAILS

F-504 FIRE ALARM/MASS NOTIFICATION DETAILS

F-505 FIRE ALARM/MASS NOTIFICATION DETAILS

F-511 FIRE SUPPRESSION DETAILS

F-512 FIRE SUPPRESSION DETAILS

F-513 FIRE SUPPRESSION DETAILS

F-514 FIRE SUPPRESSION DETAILS

MECHANICAL

M-001 HVAC COVER SHEET

M-002 HVAC GENERAL NOTES

M-110 HVAC OVERALL FIRST FLOOR PLAN

M-121 HVAC OVERALL ROOF PLAN

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-601 HVAC SCHEDULES

M-701 HVAC CONTROLS

M-702 HVAC CONTROLS

M-703 HVAC CONTROLS

M-704 HVAC CONTROLS

PLUMBING

P-001 LEGEND, NOTES, AND ABREVIATIONS

PD101 FIRST FLOOR DEMOLITON PLAN

P-101 BELOW FIRST FLOOR PLAN - OVERALL

P-102 BELOW FIRST FLOOR PLAN - ADDITION

P-111 ABOVE FIRST FLOOR PLAN - OVERALL

P-112 ABOVE FIRST FLOOR PLAN - EXISTING

P-113 ABOVE FIRST FLOOR PLAN - ADDITION

P-121 ROOF PLAN

P-401 ENLARGED PLANS

P-402 ENLARGED PLANS

P-501 DETAILS

P-502 DETAILS

P-503 DETAILS

P-504 DETAILS

P-601 SCHEDULES

P-602 SCHEDULES

P-901 RESTROOM DOMESTIC WATER RISER DIAGRAM

P-902 RESTROOM SANITARY WASTE RISER DIAGRAM

P-903 PROCESS PIPING RISER DIAGRAM

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS

E-002 GENERAL NOTES AND ABBREVIATIONS

ED101 DEMOLITION SITE PLAN

ED110 POWER PLAN - DEMOLITION

ED115 LIGHTING PLAN - DEMOLITION

ED601 ONE-LINE DIAGRAM - DEMOLITION

ED610 PANEL SCHEDULES - DEMOLITION

ES101 SITE PLAN

EP110 POWER PLAN

EP111 POWER PLAN - ROOF

EG110 GROUNDING PLAN

EL115 LIGHTING PLAN

E-401 ENLARGED POWER PLAN

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-601 ONE-LINE DIAGRAM

E-610 LIGHTING CONTROL MATRIX

E-620 PANEL SCHEDULES

E-621 PANEL SCHEDULES

E-630 LUMINAIRE SCHEDULE

E-631 CONNECTION SCHEDULES

TELECOMMUNICATIONS

T-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS

T-002 GENERAL NOTES, LEGEND AND ABBREVIATIONS

T-101 FLOOR PLAN

T-401 ENLARGED PLAN ELECT/COMM RM 123

T-501 DETAILS

T-502 DETAILS

T-503 DETAILS

T-601 RISER DIAGRAMS

SHEET LIST

SHEET # DRAWING INDEX

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-004 BUILDING CODE COMPLIANCE SITE PLAN

G-005 LIFE SAFETY FLOOR PLAN

G-006 HAZARDOUS ZONES / CLASSIFICATIONS

G-007 CODE ANALYSIS

G-008 CODE ANALYSIS

CIVIL

C-001 GENERAL NOTES, LEGENDS,AND ABBREVIATIONS

C-002 B235 - SITE ACCESS PLAN

C-003 B235 - BORING LOCATIONS

C-004 B235 - BORING AND CONE TESTS

CD101 B235 - SITE DEMOLITION ABOVE GRADE

CD102 B235 - SITE DEMOLITION BELOW GRADE

C-101 B235 - SITE LAYOUT

C-102 B235 - SITE UTILITY PLAN

C-103 B235 - SEWER PROVILE 1

C-501 DETAILS SHEET - 1

C-502 DETAILS SHEET - 2

C-503 DETAILS SHEET - 3

C-504 DETAILS SHEET - 4

C-505 DETAIL SHEET - 5

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 ABBREVIATIONS, LEGENDS & SYMBOLS

S-110 FOUNDATION PLAN

S-121 ROOF PLAN

S-201 WALL ELEVATIONS

S-202 WALL ELEVATIONS

S-301 SECTIONS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL CONCRETE DETAILS

S-503 TYPICAL REBARS DETAILS

S-510 TYPICAL MASONRY DETAILS

S-511 TYPICAL MASONRY DETAILS

S-520 TYPICAL STEEL DETAILS

S-530 TYPICAL METAL DECKING

ARCHITECTURE

A-001 ABBREVIATIONS, LEGENDS & SYMBOLS

A-002 ACCESSIBILITY STANDARDS

AD101 DEMOLITION FLOOR PLAN

AD201 DEMOLITION ELEVATIONS

AD301 B240 DEMOLITION PLAN AND ELEVATIONS - BID OPTION #1

A-110 FLOOR PLAN

A-121 ROOF PLAN

A-131 REFLECTED CEILING PLAN

A-201 ELEVATIONS

A-202 BUILDING SECTIONS

A-203 BUILDING SECTIONS

A-401 WALL SECTIONS

A-450 ENLARGED FLOOR AND REFLECTED CEILING PLAN

A-451 INTERIOR ELEVATIONS

A-452 INTERIOR ELEVATIONS

A-453 INTERIOR ELEVATIONS

A-501 INTERIOR DETAILS

A-505 DOOR AND WINDOW DETAILS

A-506 DOOR AND WINDOW DETAILS

A-515 CEILING DETAILS

A-521 EXTERIOR DETAILS

A-522 EXTERIOR DETAILS

A-525 ROOF DETAILS

A-526 ROOF DETAILS

A-601 ROOM FINISH SCHEDULE

A-701 DOOR AND WINDOW SCHEDULE

A-800 WALL TYPES

INTERIOR

I-110 FINISH FLOOR PLAN

I-501 SIGNAGE PLAN, SCHEDULE AND DETAILS

BID OPTION NO. BASE BID (BID OPTION NOT EXECUTED) BID OPTION

1 BUILDING 240 REMAINS. DISCONNECT

UTILITIES TO B240 AS REQUIRED TO

CONSTRUCT THE ADDITION TO B235.

DEMOLISH AND REMOVE B240 AND JACK STAND

TESTER DOWN TO THE SLAB ON GRADE. DEMOLISH

AND REMOVE ALL FINISHES, STRUCTURE, UTILITIES,

EQUIPMENT, AND ANY ANCHOR RODS PROTRUDING

FROM THE SLAB. DEMO UTILITIES BACK TO NEAREST

UTILITY BASINS OR MANHOLES.

BID OPTIONS

FILENAME: D3250108_GI004_B235.dwg PLOT DATE: PLOT TIME: 1:17 PM

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1 B235 - BUILDING CODE SITE PLAN

BUILDING 235

DODSON

HANGAR

GRASSPAVING

GRASS

PAVING

GENERAL NOTES

A. SEE SHEET GI130 FOR APPLICABLE

CRITERIA, GENERAL NOTES, BUILDING

CODE ANALYSIS, AND LIFE SAFETY

ANALYSIS.

B. REFER TO ARCHITECTURAL PLANS FOR

BUILDING DIMENSIONS.

C. THERE IS A 33 FT STANDOFF DISTANCE

REQUIRED SINCE THE BUILDING IS

LOCATED WITHIN A SECURED PERIMETER.

D. DIMENSIONS ARE TO EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

FIRE DEPT. ACCESS

A. THE FACILITY MUST BE PROVIDED WITH AT

LEAST ONE MEANS OF ALL-WEATHER

GROUND ACCESS TO ALLOW EMERGENCY

VEHICLES UNIMPEDED ACCESS TO THE

FACILITY.

B. THE FIRE DEPARTMENT ACCESS MUST

TERMINATE NO FARTHER THAN 33 FEET

FROM AN EXTERIOR DOOR ACCESSIBLE

FOR FIRE DEPARTMENT INGRESS.

C. THE MINIMUM VERTICAL CLEARANCE SHALL

BE 13'-6".

D. THE MINIMUM WIDTH SHALL BE 20 FT.

E. DEAD-END FIRE DEPARTMENT ACCESS

ROADS IN EXCESS OF 150 FT IN LENGTH

SHALL BE PROVIDED WITH APPROVED

PROVISIONS FOR THE FIRE APPARATUS TO

TURN AROUND.

33' ATFP STANDOFF

10' BUILDING

SEPARATION ZONE

FIRE DEPT. MAIN

ENTRANCE

FIRE RISER ROOM

LOCATION

FIRE DEPT.

CONNECTION

AIRFIELD ENCLAVE

ENTRANCE GATE

(~36')

AIRFIELD ENCLAVE

SECURITY FENCE

(E) FIRE HYDRANT

HOSE LAY

340 FT

HOSE LAY

160 FT

HOSE LAY

212 FT

HOSE LAY

258 FT

FIRE DEPARTMENT

ACCESS ROAD

(30' X 74')

24' -0"

S SS SS

S S

S SS SS S S SSSS

S S

ASSEMBLY (A-3)

BUSINESS (B)

INDUSTRIAL (F-1)

STORAGE (S-1)

101 102

104 105 106

EXISTING

BUILDING

ADDITION

SANDING

BOOTH

PAINT BOOTH

BEAD

BLAST

BEAD

BLAST

27 FT (CPT)

64 FT (TD)

92 FT (TD)

51 FT (TD)

T D

C P

100 FT (CPT)

112 FT (CPT)

C P

32' - 7 1/2"

76 FT (TD)

F E

FIRE RATED

COILING DOOR

FIRE EXTINGUISHER LAYOUT IN

EXISTING PORTION OF THE

BUILDING IS TO REMAIN AS-IS

DIRECTION OF EXIT

1-HOUR FIRE-RATED BARRIER

OPENING PROTECTIVES (45 MIN.

DOORS, DAMPERS)

1-HOUR SMOKE BARRIER

NON-RATED SMOKE BARRIER

EXIT OPENING OR EXIT DISCHARGE

CALCULATED NUMBER OF OCC PER

EXIT

TOTAL EXIT CAPACITY OF OPENING

FIRE EXTINGUISHER - SURFACE

MOUNTED

FIRE EXTINGUISHER CABINET

COMMON PATH OF TRAVEL (CPT)

TRAVEL DISTANCE (TD)

COMMON PATH OF TRAVEL (CPT)

START POINT

COMMON PATH OF TRAVEL (CPT)

END POINT

EXIT SIGN ( W/DIRECTIONAL ARROW,

DARKENED AREA DENOTES LIGHTED

FACE)

XX FT

FEC

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LIFE SAFETY PLAN

OCCUPANCY LEGEND LIFE SAFETY LEGEND

RM # ROOM NAME AREA OCCUPANCY OLF OCC #

ASSEMBLY (A-3)

103 (E) BREAK AREA 270 SF ASSEMBLY (A-3) 15 SF 19

ASSEMBLY (A-3): 1 270 SF 19

BUSINESS (B)

101 (E) OFFICE 232 SF BUSINESS (B) 150 SF 2

102 (E) OFFICE 161 SF BUSINESS (B) 150 SF 2

104 (E) JANITOR 30 SF BUSINESS (B) 150 SF 1

105 (E) MEN'S RESTROOM 242 SF BUSINESS (B) 150 SF 2

106 (E) WOMEN'S RESTROOM 121 SF BUSINESS (B) 150 SF 1

109 ADMINISTRATION 518 SF BUSINESS (B) 50 SF 11

110 MENS TOILETS 234 SF BUSINESS (B) 150 SF 2

111 MENS SHOWERS 200 SF BUSINESS (B) 150 SF 2

112 MENS DIRTY LOCKERS 174 SF BUSINESS (B) 50 SF 4

113 WOMENS TOILETS 129 SF BUSINESS (B) 150 SF 1

114 WOMENS SHOWERS 113 SF BUSINESS (B) 150 SF 1

115 WOMENS DIRTY LOCKERS 96 SF BUSINESS (B) 50 SF 2

116 VESTIBULE 77 SF BUSINESS (B) 150 SF 1

120 DIRTY RR 37 SF BUSINESS (B) 150 SF 1

BUSINESS (B): 14 2362 SF 33

INDUSTRIAL (F-1)

107 (E) SHEET METAL SHOP 2997 SF INDUSTRIAL (F-1) 100 SF 30

108 (E) TOOL CRIB 875 SF INDUSTRIAL (F-1) 100 SF 9

118 CORROSION WORK ROOM 650 SF INDUSTRIAL (F-1) 100 SF 7

119 CORROSION CONTROL 2831 SF INDUSTRIAL (F-1) 100 SF 29

121 MEDIA BLAST AREA 364 SF INDUSTRIAL (F-1) 100 SF 4

INDUSTRIAL (F-1): 5 7717 SF 80

STORAGE (S-1)

122 MECHANICAL 429 SF STORAGE (S-1) 500 SF 1

123 ELECT / COMM 122 SF STORAGE (S-1) 500 SF 1

STORAGE (S-1): 2 551 SF 2

TOTAL: 22 10900 SF 133

OCCUPANCY TABLE

PLAN NORTH

GROSS BUILDING AREA

NAME AREA

BUILDING ADDITION 6525 SF

EXISTING BUILDING 5194 SF

TOTAL AREA 11719 SF

S SS SS

(E) OFFICE

(E) BREAK AREA

(E) JANITOR

(E) MEN'S

RESTROOM

(E) WOMEN'S

RESTROOM

(E) SHEET METAL

SHOP

(E) TOOL CRIB

CORROSION

CONTROL

CORROSION

WORK ROOM

MEDIA BLAST

AREA

ADMINISTRATION

MECHANICAL

ELECT / COMM

MENS DIRTY

LOCKERS

MENS TOILETS

WOMENS DIRTY

LOCKERS

WOMENS

TOILETS

DIRTY RR

VESTIBULE

16' - 0" 37' - 4" 29' - 0"

MENS SHOWERS

WOMENS

SHOWERS

EXISTING

BUILDING

ADDITION

82' - 4"

PAINT BOOTH

SANDING

BOOTH

CLASS 1, DIVISION 2

WITHIN 3'-0" RADIUS OF ANY

OPENING IN PAINT BOOT

CLASS 1, DIVISION 1

INSIDE OF PAINT BOOTH AND

SANDING BOOTH EQUIPMENT

SCALE: 1/8" = 1'-0"

8'-0"0 16'-0" 24'-0"4'-0"

PLAN

NORTH

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LEGEND

1/8" = 1'-0"

BIM 360://US OR_D3250108_Oregon ANG_PDX ADD ALTER B235 AND REPAIR B250/D3250108_P235_ARCH.rvt 2/6/2023 12:50:39 PM

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HAZARDOUS ZONES / CLASSIFICATIONS

CORROSION CONTROL SHOP (235) - IBC SUMMARY

APPLICABLE CODES AND STANDARDS

UFC 1-200-01 - DoD BUILDING CODE

UFC 3-600-01 - FIRE PROTECTION ENGINEERING FOR FACILITIES

UFC 4-010-01 - DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

UFC 4-010-06 - CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEMS

UFC 4-021-01 - DESIGN AND O&M: MASS NOTIFICATION SYSTEMS

NFPA 1 - FIRE CODE

NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

NFPA 22 - STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION

NFPA 24 - STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES

NFPA 30 - FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

NFPA 33 - STANDARD FOR SPRAY APPLICATION USING FLAMMABLE OR COMBUSTIBLE MATERIALS

NFPA 70 - NATIONAL ELECTRICAL CODE

NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE

NFPA 80 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

NFPA 90A - STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS

NFPA 101 - LIFE SAFETY CODE (LSC)

NFPA 220 - STANDARD ON TYPES OF BUILDING CONSTRUCTION

NFPA 291 - RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

INTERNATIONAL BUILDING CODE (IBC)

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

ANGETL 15-01-03 - FIRE PROTECTION DESIGN GUIDANCE

BUILDING AREA

EXISTING BUILDING AREA

BUILDING ADDITION AREA

TOTAL BUILDING AREA

BUILDING AREA

5,194 FT2

6,525 FT2

11,719 FT2

IBC OCCUPANCY CLASSIFICATION

NON-SEPARATED MIXED USE OCCUPANCY IN ACCORDANCE WITH IBC §508.3

FIRST FLOOR

GROUP B, BUSINESS

GROUP F-1, MODERATE-HAZARD FACTORY INDUSTRIAL

GROUP S-1, MODERATE-HAZARD STORAGE

SMALL ASSEMBLY SPACES WITH OCCUPANT LOADS LESS THAN 50 PERSONS AND ACCESSORY TO THE MAIN OCCUPANCY OR ROOMS/SPACES LESS THAN 750 SF IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY ARE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THE ASSOCIATED OCCUPANCY IN ACCORDANCE WITH IBC §303.1.2. ROOMS OR SPACES USED FOR STORAGE PURPOSES THAT ARE ACCESSORY TO ANOTHER OCCUPANCY ARE CLASSIFIED AS PART OF THAT OCCUPANCY IN ACCORDANCE WITH IBC §311.1.1.

TYPE OF CONSTRUCTION

TYPE IIB - IBC TABLE 601

TYPE II (0,0,0) - NFPA 220 AND UFC 3-600-01 APPENDIX D

FIRE-RESISTANCE RATING REQUIREMENTS

PRIMARY STRUCTURAL FRAME

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

WALLS

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NONBEARING WALLS

(X = 17 FT, BASED ON FIRE SEPARATION DISTANCE)

REQUIREMENT

0 HOUR

REFERENCE

IBC TABLE 601

IBC TABLE 602

BUILDING HEIGHT AND AREA

BUILDING HEIGHT (NO. OF STORIES):

BUILDING HEIGHT (FT):

BUILDING AREA (FT2)

ALLOWABLE

62,000

ACTUAL

28.5 11,719

BUILDING SEPARATION AND EXPOSURE PROTECTION

A MINIMUM FIRE SEPARATION DISTANCE OF 10 FT IS PROVIDED ON ALL SIDES OF THE BUILDING IN ACCORDANCE WITH IBC TABLE 602. FIRE-

RESISTANCE RATING OF EXTERIOR WALLS IS NOT REQUIRED.

FACILITY IS CONSIDERED A NON-SEPARATED MIXED USE FACILITY. OCCUPANCY SEPARATION IS NOT REQUIRED NOR PROVIDED. SPACES ARE INDIVIDUALLY CLASSIFIED AND THE ALLOWABLE BUILDING AREA, HEIGHT, AND NUMBER OF STORIES IS BASED ON THE MOST RESTRICTIVE

ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION.

OCCUPANCY SEPARATION

EDITION

CHANGE 1, 1 OCTOBER 2020

CHANGE 6, 6 MAY 2021

CHANGE 2, 30 JULY 2022

CHANGE 1, 18 JANUARY 2017

CHANGE 1, JANUARY 2010

1 MAY 2015

WATER FOR FIRE FLOWS WILL BE PROVIDED BY THE EXISTING WATER DISTRIBUTION SYSTEM. IN ACCORDANCE WITH UFC 3-600-01 §9-2.1; SINCE THE BUILDING IS FULLY PROTECTED BY AUTOMATIC WET PIPE FIRE SPRINKLER SYSTEMS THE FIRE FLOW MUST BE IN ACCORDANCE WITH NFPA 1 OR 1,000 GPM, WHICHEVER IS GREATER. NFPA 1 §18.4.5.3.1 REQUIRES FIRE FLOWS TO BE IN ACCORDANCE WITH TABLE 18.4.5.2.1. THE FACILITY IS 11,719 FT² IN AREA AND TYPE II (0,0,0) CONSTRUCTION. THE REQUIRED FIRE FLOW IS 2,250 FOR A DURATION OF 2 HOURS. NFPA 1 §18.4.5.3.2 PERMITS A 75% REDUCTION IN THE REQUIRED FIRE FLOW

WHEN THE FACILITY IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM.

2,250 GPM X 25% = 562.5 GPM; THE REQUIRED FIRE FLOW IS THE MINIMUM ALLOWABLE 1,000 GPM

BASED ON THE FIRE HYDRANT FLOW TEST DATA (RE:F-011) THE DOMESTIC WATER DISTRIBUTION SYSTEM IS CAPABLE OF SUPPLYING THE REQUIRED FIRE

FLOW.

FIRE FLOWS

WATER FOR THE FIRE PROTECTION SYSTEMS WILL BE PROVIDED BY THE EXISTING SITE WATER DISTRIBUTION SYSTEM.

FIRE WATER SUPPLY

FIRE HYDRANTS ARE REQUIRED TO BE LOCATED SUCH THAT ALL PARTS OF THE FACILITY EXTERIOR MUST BE WITHIN 350 FEET OF A FIRE HYDRANT. TWO EXISTING FIRE HYDRANTS ARE LOCATED AT THE SITE, PROVIDING ADEQUATE COVERAGE TO THE BUILDING ADDITION.

THE EXISTING FIRE DEPARTMENT CONNECTION IS WALL-MOUNTED AND WILL REMAIN AS INSTALLED. A POST-INDICATING VALVE IS PROVIDED ON THE INCOMING FIRE WATER SERVICE LINE TO THE FIRE RISERS. FIRE DEPARTMENT VEHICLE ACCESS WILL EXTEND TO WITHIN 30 FT OF THE BUILDING, WITHIN 30 FT OF AN EXTERIOR DOOR TO THE BUILDING AND WILL BE LOCATED A MAXIMUM OF 150 FT FROM ANY FIRE DEPARTMENT CONNECTION. DIMENSIONS OF FIRE

LANES AND TURNAROUNDS WILL COMPLY WITH NFPA 1 PER UFC 3-600-01.

FIRE HYDRANTS, POST INDICATING VALVES, FIRE DEPARTMENT CONNECTIONS, FIRE DEPARTMENT ACCESS

A STANDPIPE SYSTEM IS NOT REQUIRED SINCE THE FACILITY IS LESS THAN FOUR STORIES IN HEIGHT AND ALL PORTIONS OF THE FACILITY CAN BE

REACHED FROM AN EXTERIOR DOOR IN LESS THAN 400 FEET.

STANDPIPE SYSTEM

UFC 3-600-01 §9-17.1 REQUIRES GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES REQUIRED BY NFPA 101. NFPA 101 CHAPTER 38.3.5 REQUIRES PORTABLE FIRE EXTINGUISHERS IN EVERY BUSINESS OCCUPANCY. GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS ARE PROVIDED THROUGHOUT THE BUSINESS OCCUPANCIES IN THE FACILITY, INSTALLED AND SIZED IN ACCORDANCE WITH NFPA 10. NFPA 33 CHAPTER 9.8 REQUIRES PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN SPRAY AREAS. A GENERAL PURPOSE PORTABLE FIRE EXTINGUISHER WILL BE PROVIDED IN THE CORROSION CONTROL AREA, INSTALLED AND SIZED IN ACCORDANCE WITH NFPA 10 FOR AN EXTRA HAZARD OCCUPANCY.

PORTABLE FIRE EXTINGUISHERS

FACILITY IS EQUIPPED WITH A COMBINATION FIRE ALARM/MASS NOTIFICATION SYSTEM SINCE THE FACILITY IS EQUIPPED WITH AN AUTOMATIC SUPPRESSION SYSTEM AND WILL BE REGULARLY OCCUPIED BY MORE THAN 11 DoD PERSONNEL. FIRE ALARM/MASS NOTFICATION SYSTEM IS DESIGNED ACCORDANCE WITH UFC 4-021-01 AND UFC 3-600-01. FIRE ALARM AND MASS NOTIFICATION SYSTEMS WILL COMMUNICATE WITH THE BASE REPORTING STATION. THE MAIN FIRE ALARM CONTROL PANEL IS LOCATED IN ADMINISTRATION ROOM 109 (REFER TO FIRE ALARM SHEETS FOR MORE

INFORMATION).

FIRE ALARM AND MASS NOTIFICATION SYSTEMS

AN ACTIVE SMOKE CONTROL SYSTEM IS NOT REQUIRED.

SMOKE MANAGEMENT OR CONTROL METHODS

PROVIDED

0 HOUR

IBC APPLICATION

IN ACCORDANCE WITH UFC 3-600-01 §3-2.1.2, IBC IS USED TO DETERMINE THE OCCUPANCY CLASSIFICATION AS IT RELATES TO ALLOWABLE CONSTRUCTION TYPE, BUILDING HEIGHT, BUILDING AREA, BUILDING SEPARATION DISTANCE, AND ALL ASSOCIATED

REQUIREMENTS.

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LEVEL COMPONENTS AND RAMPS 0.2 NFPA 101 §7.3.3.1

LOCKS, LATCHES, AND ALARM DEVICES

THE HARDWARE FOR EGRESS-SIDE OCCUPANT RELEASE WILL HAVE AN ELECTRIC LOCK

AFFIXED TO THE DOOR LEAF.

DOOR HARDWARE WILL HAVE AN OBVIOUS METHOD OF OPERATION THAT IS READILY OPERATED

UNDER ALL LIGHTING CONDITIONS.

THE HARDWARE WILL BE CAPABLE OF BEING OPERATED WITH ONE HAND.

OPERATION OF THE HARDWARE WILL DIRECTLY INTERRUPT THE POWER SUPPLY TO THE

ELECTRIC LOCK AND UNLOCK THE DOOR ASSEMBLY IN THE DIRECTION OF EGRESS.

LOSS OF POWER TO THE LISTED RELEASING HARDWARE WILL AUTOMATICALLY UNLOCK THE

DOOR ASSEMBLY IN THE DIRECTION OF EGRESS.

NFPA 101 §7.2.1.6

BUSINESS

INDUSTRIAL

STORAGE

NFPA 101 TABLE A.7.6

ILLUMINATION OF THE MEANS OF EGRESS WILL BE PROVIDED WITHIN THE EXIT ACCESS AND EXIT DISCHARGE. THE EXIT ACCESS WILL INCLUDE ONLY STAIRS, CORRIDORS, AND AISLES LEADING TO AN EXIT. THE EXIT DISCHARGE WILL INCLUDE

STAIRS, AISLES, CORRIDORS, AND WALKWAYS LEADING TO A PUBLIC WAY.

FLOORS AND WALKING SURFACES WITHIN AN EXIT AND WITHIN PORTIONS OF THE EXIT ACCESS AND EXIT DISCHARGE WILL BE

ILLUMINATED AS FOLLOWS:

DURING CONDITIONS OF STAIR USE (MEASURED AT WALKING SURFACE): 10 FT-CANDLE

FLOORS AND WALKING SURFACES (MEASURE AT THE FLOOR): 1 FT-CANDLE

FAILURE OF ANY SINGLE LIGHTING UNIT WILL NOT RESULT IN ILLUMINATION LEVEL OF LESS THAN 0.2 FT-CANDLE IN ANY

DESIGNATED AREA.

NFPA 101 §7.8.1.1

NFPA 101 §7.8.1.3

NFPA 101 §7.8.1.4

EMERGENCY LIGHTING WITHIN THE MEANS OF EGRESS WILL BE PROVIDED WITHIN THE EXIT ACCESS AND EXIT DISCHARGE.

THE EXIT ACCESS WIL INCLUDE ONLY CORRIDORS, AND AISLES LEADING TO AN EXIT. THE EXIT DISCHARGE WILL INCLUDE

STAIRS, AISLES, CORRIDORS, AND WALKWAYS LEADING TO A PUBLIC WAY

EMERGENCY LIGHTING WILL BE PROVIDED FOR A MINIMUM OF 1-1/2 HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING

EMERGENCY LIGHTING WILL PROVIDE AN INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FT-CANDLE AND, AT ANY POINT, NOT LESS THAN 0.1 FT-CANDLE, MEASURED ALONG THE MEANS OF EGRESS AT FLOOR LEVEL.

NFPA 101 §7.9.1.2

NFPA 101 §7.9.2.1

NFPA 101 §7.9.2.1.1

EXITS WILL BE MARKED BY AN APPROVED EXIT SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EXIT ACCESS, OTHER

THAN MAIN EXTERIOR EXIT DOORS THAT ARE CLEARLY IDENTIFIABLE AS EXITS.

EXIT SIGNS WILL BE PLACED SO THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS IN EXCESS OF 100 FT OR THE RATED

VIEWING DISTANCE OF THE SIGN.

NFPA 101 §7.10.1.2.1

NFPA 101 §7.10.1.5.2

MEANS OF EGRESS CAPACITY CAPACITY FACTOR (IN/PERSON) REFERENCE

MEANS OF EGRESS COMPONENTS CODE REFERENCE

EXIT ACCESS AND ARRANGEMENT

OF MEANS OF EGRESS

COMMON PATH LIMIT DEAD-END LIMIT TRAVEL DISTANCE LIMIT REFERENCE

ILLUMINATION OF MEANS OF EGRESS REFERENCE

EMERGENCY LIGHTING WITHIN THE MEANS OF EGRESS REFERENCE

MARKING OF THE MEANS OF EGRESS REFERENCE

CORROSION CONTROL SHOP (235) - LSC SUMMARY

MULTIPLE MIXED OCCUPANCY IN ACCORDANCE WITH LSC §6.1.14.2.2

FIRST FLOOR

BUSINESS

INDUSTRIAL

STORAGE

1-HOUR FIRE BARRIERS 45 MINUTE NFPA 101 TABLE 8.3.3.2

BUSINESS

INDUSTRIAL

STORAGE

CLASS A OR B

CLASS A, B, OR C

NFPA 101 TABLE A.10.2.2

ASSEMBLY USE

GENERAL INDUSTRIAL

BUSINESS

STORAGE

MECHANICAL/ELECTRICAL EQUIPMENT

15 NET

100 GROSS

150 GROSS

500 GROSS

NFPA 101 TABLE 7.3.1.2

UFC 3-600-01 TABLE 10-1

LSC OCCUPANCY CLASSIFICATION

OPENING PROTECTION FOR FIRE-RESISTANCE RATED CONSTRUCTION REQUIREMENT REFERENCE

MINIMUM REQUIRED INTERIOR FINISH OCCUPANCY EXITS EXIT ACCESS CORRIDORS OTHER SPACES REFERENCE

OCCUPANT LOAD FACTORS OCCUPANT LOAD FACTOR (FT2/PERSON) REFERENCE

THE MINIMUM REQUIRED SEPARATION DISTANCE BETWEEN TWO REQUIRED EXITS, EXIT ACCESSES, AND EXIT DISCHARGES IS NOT LESS THAN 1/3 THE LENGTH OF THE MAXIMUM DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

MINIMUM NUMBER OF REQUIRED EXITS/SEPARATION

NFPA 101 §7.5.1.3.3

REFERENCE

DOORS

THE MINIMUM DOOR CLEAR WIDTH REQUIRED IS 32 IN.

SIDE HINGED DOORS WILL SWING IN THE DIRECTION OF EGRESS WHEN SERVING AN OCCUPANT

LOAD OF GREATER THAN 50 PERSONS.

DOORS OPENING INTO A PATH OF EGRESS WILL NOT REDUCE THE REQUIRED WIDTH TO LESS

THAN 1/2 THE REQUIRED MINIMUM WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, OR LANDING

DURING THE COURSE OF TRAVEL. WHEN FULLY OPENED THE DOOR WILL HAVE NO MORE THAN 7

IN. OF PROJECTION INTO THE REQUIRED WIDTH.

DOORS WILL BE READILY OPENED FROM THE EGRESS SIDE WHENEVER THE BUILDING IS

OCCUPIED AND NOT REQUIRE A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT TO OPERATE.

NFPA 101 §7.2.1.2.3.2

NFPA 101 §7.2.1.4.2

NFPA 101 §7.2.1.4.3

NFPA 101 §7.2.1.5

CORROSION CONTROL 119

ELECT / COMM 123

BUSINESS OCCUPANCIES FROM STORAGE OCCUPANCIES

BUSINESS OCCUPANCIES FROM INDUSTRIAL OCCUPANCIES

1 HOUR

SMOKE PARTITION

NFPA 33 §4.2

NFPA 101 §8.7.1.1

NFPA 101 §38.3.2.1 & 8.7.1.2

FIRE-RESISTANCE RATED CONSTRUCTION REQUIREMENT REFERENCE

1 HOUR

SMOKE PARTITION

PROVIDED

45 MINUTE

PROVIDED

LSC APPLICATION

IN ACCORDANCE WITH UFC 3-600-01 §3-3.1.1, NFPA 101 IS USED TO DETERMINE OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), MEANS OF EGRESS, INTERIOR FINISH, FEATURES OF FIRE PROTECTION (INCLUDING

VERTICAL OPENINGS), AND ASSOCIATED REQUIREMENTS.

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AS SHOWN

GENERAL YARD PIPING AND UTILITIES NOTES:

CIVIL LEGEND

SPOT ELEVATION

CONTOUR LINE

DRAINAGEWAY OR DITCH

158.5157.7

155 155

EMBANKMENT AND SLOPE3:1

MANHOLE

SURVEY CONTROL POINT OR

POINT OF INTERSECTION

STRUCTURE, BUILDING OR FACILITY

LOCATION POINT - COORDINATES

N 1000.00 E 1000.00

FIRE HYDRANT

STRUCTURE, BUILDING OR FACILITYOR

ASPHALT CONCRETE PAVEMENT

GRAVEL SURFACING

DEMOLITIONOROR

CHAIN LINK FENCE

CATCH BASIN OR INLET

ELECTRICAL MANHOLE

ELECTRIC HANDHOLE

BENCH MARK

BORING LOCATION AND NUMBER

CONCRETE PAVEMENT

EROSION CONTROL LEGEND

COVER PRACTICES SYMBOL

SILT FENCE

EXISTING THIS CONTRACT

INDICATOR POST VALVE

FLEXIBLE COUPLING

PIPING LEGEND

PIPING < 30" DIAMETER

EXISTING PIPE TO BE ABANDONED

EXISTING PIPE TO BE REMOVED

NON-FREEZE HOSE VALVE (V-X)

X = NO. IN SPECIFICATIONS

NON-FREEZE HOSE VALVE WITH HOSE RACK (V-X)

X = NO. IN SPECIFICATIONS

GATE VALVE AND VALVE BOX

BUTTERFLY VALVE AND VALVE BOX

PLUG VALVE AND VALVE BOX

90° ELBOW UP

90° ELBOW DOWN

CONCENTRIC REDUCER

CAP OR PLUG

NOMINAL PIPE DIAMETER

8" PE8" PE

PIPE USE IDENTIFICATION

CLEANOUT

FIRE HYDRANT

B-1

SOURCE OF PLANIMETRICS SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY OREGON AIR NATIONAL GUARD. ADDITIONAL MAPPING HAS BEEN ADDED FROM AS-BUILT DATA AND FROM THE ORIGINAL CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION. TOPOGRAPHIC SURVEY PERFORMED BY

JACOBS ON 8 SEPTEMBER 2021.

EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED.

NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

HORIZONTAL DATUM: LOCAL DATUM.

UNIT OF MEASURE: INTERNATIONAL FEET.

VERTICAL DATUM: LOCAL DATUM.

MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, WHICH ARE DISTURBED OR DESTROYED.

PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A

TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.

PROVIDE STAGING AREA FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ON-SITE STORAGE OF MATERIALS. REMOVE TEMPORARY FACILITIES AND RESTORE SURFACE AT COMPLETION OF

CONSTRUCTION PRIOR TO FINAL ACCEPTANCE

PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY OF THE STAGING AREA AND BUILDING

AT ALL TIMES.

ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE MUST BE COVERED WITH GRASS.

IMPLEMENT AND MAINTAIN EROSION CONTROL DEVICES DURING CONSTRUCTION.

TAKE ALL OTHER MEASURES AND IMPLEMENT (BMPS) TO POSITIVELY PRECLUDE ERODED MATERIALS

FROM LEAVING THE SITE.

CONTACT THE GOVERNMENT AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR

EXISTING GOVERNMENT FACILITIES.

USED MATERIAL, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON GOVERNMENT FACILITIES.

ALL CONSTRUCTION MUST BE IN CONFORMANCE WITH THESE PLANS, PROJECT SPECIFICATIONS AND

GOVERNMENT SPECIFICATIONS.

ALL CAST-IN-PLACE CONCRETE STRUCTURES MUST BE FORMED INSIDE AND OUT AND CONCRETE VIBRATED SUFFICIENTLY TO PROVIDE FOR SMOOTH SURFACED WALLS/FLOORS WITHOUT VOIDS AND HONEYCOMBS.

GOVERNMENT MUST INSPECT ALL WORK PHASES ON CONCRETE FACILITIES FOR CONFORMANCE TO GOVERNMENT SPECIFICATIONS. REINFORCING MUST NOT BE ENCASED IN CONCRETE WITHOUT PRIOR GOVERNMENT INSPECTIONS. LIKEWISE, CONCRETE MUST NOT BE COVERED WITH EARTH PRIOR TO

GOVERNMENT INSPECTION.

CONCRETE DESIGN MIX MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. ALL CONCRETE MUST HAVE A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI UNLESS OTHERWISE SPECIFIED.

ALL NUTS, BOLTS, AND WASHERS USED TO SECURE UNDERGROUND FITTINGS MUST BE STAINLESS STEEL.

AFTER INSTALLATION, ALL STEEL HARDWARE MUST BE COATED WITH A RUST PREVENTATIVE, WRAPPED WITH 4

MIL POLYETHYLENE SHEETING, AND SECURE WITH PVC TAPE.

THRUST RESTRAINTS TO BE PROVIDED AT ALL PIPELINE BENDS, WHETHER OR NOT SHOWN ON THE PLANS.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY LAWS OF

THE STATE OF OREGON AND OSHA/EM 385-1-1 STANDARDS.

TRENCH BACKFILL AND RESERVOIR EMBANKMENTS MUST BE COMPACTED IN ACCORDANCE WITH THE

SPECIFICATIONS AND THE GEOTECHNICAL REPORT CONTAINED IN THE SPECIFICATIONS.

REPAIR ALL PIPELINE CRACKS, WHICH DEVELOP DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING

EXISTING FACILITIES.

REMOVE ALL EXCESS MATERIAL AND/OR DEBRIS UPON COMPLETION OF INSTALLATION.

PROVIDE ADEQUATE DUST CONTROL AT ALL TIMES.

EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND BASE UTILITY CAD FILES.

CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION.

PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.

EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED.

BEND < 90° UP

BEND < 90° DOWN

CONSTRUCTION ENTRANCE

THIS CONTRACTEXISTING

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

GENERAL SITE NOTES:

CB CB

D S

PIPING 30" DIAMETER

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VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

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C H

DWG

ILL

B -3

FEBRUARY 2023

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D3250108

D . P

FIBER ROLL

ABBREVIATIONS

ABDN ABANDONED

A/T ANTI TERRORISM FORCE

PROTECTION

BFP BACKFLOW PREVENTER

CF CUBIC FEET

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

CU COMMUNICATIONS

CY CUBIC YARD

DEMO DEMOLISH

DOR DESIGNER OF RECORD

DWG DRAWING

(E), EXIST

(UNDERGROUND)

EG EXISTING GRADE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EU ELECTRICAL

(UNDERGROUND)

FDC FIRE DEPARTMENT

CONNECTION

FF FINISH FLOOR

FG FINISH GRADE

FL FLOW LINE

FS FINSH SURFACE

FT FEET

FW FIRE WATER

G GAS (NATURAL)

IRR IRRIGATION

L LENGTH

LS LANDSCAPE

MPH MILES PER HOUR

(N) NEW

NAVD NORTH AMERICAN

VERTICAL DATUM

NO NUMBER

NTS NOT TO SCALE

OH OVERHEAD

OSHA OCCUPANTIONAL SAFETY

OWS OIL WATER SEPARATOR

PE POLYETHYLENE

PIV POST INDICATOR VALVE

POC POINT OF CONNECTION

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE

PIPE

SD STORM DRAIN

SF SQUARE FEET

SM SEWER MANHOLE

SQ SQUARE

SS SANITARY SEWER

STA STATION

STD STANDARD

STRUCT STRUCTURE

TC TOP OF CURB

TYP TYPICAL

UG UNDERGROUND

W WATER

AND HEALTH ADMIN

PSI POUNDS PER SQUARE

INCH

BMP BEST MANAGEMENT

PRACTICE

GAL GALLON

AUX AUXILIARY

ESC EROSION AND SEDIMENT

CONTROL

CLEARING AND GRUBBING

EXISTING

IE INVERT ELEVATION

DI, DIP DUCTILE IRON PIPE

GB GRADE BREAK

PVMT PAVEMENT

ID INSIDE DIAMETER

HDPE HIGH DENSITY PE

A V E N U E

S T R E E T

C A R

R O A D

A V E N U EJ O H N S O N

C O R N F O O T

B O U

L E V A R D

S T R E E T

H A M

P S H I R

O ' C O N N E R

W A Y

C H

I N

ALE

F L E

M I N

FILENAME: D3250108_C-002_B235.dwg PLOT DATE: PLOT TIME: 7:49 AM

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C E, IS

H E

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1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

DWG

ILL

B -3

FEBRUARY 2023

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D3250108

D . P

SHEET KEYNOTES

1. MAIN GATE.

2. AIRFIELD ENCLAVE GATE.

3. VEHICLE TRACK OUT AREA.

4. GENERAL PROEJCT AREA.

5. CONTRACTOR LAYDOWN AREA.

C C

D . G

L D

. G

M . S

C-002

1 B235 - SITE ACCESS PLAN

BLDG 235

DODSON

HANGAR

YOUNG WAY

0 20 40 60

1" = 20'

FILENAME: D3250108_C-003_B235.dwg PLOT DATE: PLOT TIME: 7:50 AM

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VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

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C H

DWG

ILL

B -3

FEBRUARY 2023

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D3250108

D . P

G L

O C

N S

D . G

L D

. G

M . S

C-0031 B235 - GEOTEHNICAL TESTING LOCATIONS

FILENAME: D3250108_C-004_B235.dwg PLOT DATE: PLOT TIME: 7:50 AM

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C E, IS

H E

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D O

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1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

DWG

ILL

B -3

FEBRUARY 2023

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D3250108

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G A

N D

C O

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D . G

L D

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M . S

C-004

FILENAME: D3250108_CD101_B235.dwg PLOT DATE: PLOT TIME: 1:48 PM

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1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

DWG

ILL

B -3

APRIL 2023

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D3250108

D . P

SHEET KEYNOTES

1. SAWCUT AND TRENCH EXISTING ASPHALT

CONCRETE PAVEMENT.

2. DEMOLISH AND REMOVE EXISTING SECURITY

FENCE LINE. PROVIDE TEMPORARY FENCING

DURING CONSTRUCTION TO ENSURE SECURE

PERIMETER IS NOT COMPROMISED.

3. CLEARING AND GRUB AREA FOR BLDG

ADDITION.

4. INSTALL TEMPORARY ESC BY MEANS OF FIBER

ROLL OR SILT FENCE. SEE DETAIL 1 ON C-502.

5. BID OPTION #1: DEMOLISH EXISTING BLDG 240

DOWN TO SLAB ON GRADE. DEMOLISH AND

REMOVAL ALL FINISHES, STRUCTURE,

UTILITIES, EQUIPMENT, AND ANY ANCHOR

RODS PROTRUDING FROM THE SLAB. DEMO

UTILITIES BACK TO NEAREST UTILITY BASINS

OR MANHOLE.

6. PROTECT IN PLACE EXISTING HAZARDOUS

WASTE STORAGE SHEDS AND CONCRETE

PADS. STORAGE CONTAINERS MUST REMAIN

ACCESSIBLE AND OPERATIONAL BEFORE,

DURING, AND AFTER CONSTRUCTION

COMPLETION.

0 20 40 60

1" = 20'

O N

E D

. G

D . G

L M

. S

CD101

1 B235 - SITE AG DEMOLITION

BUILDING 235

DODSON

HANGAR

GRASSPAVING

GENERAL NOTES

A. PROVIDE TEMPORARY BYPASS FOR

UTILITIES IMPACTED BY CONSTRUCTION TO

MAINTAIN CONTINUOUS SERVICE.

B. PROTECT IN PLACE EXISTING

INFRASTRUCTURE OUTSIDE SCOPE OF

WORK. ANY DAMAGE MUST BE REPAIRED

TO MATCH EXISTING CONDITIONS OR

BETTER.

C. VERIFY LOCATION OF EXISTING UTILITIES

PRIOR TO DEMOLITION. ALL EXISTING

UTILITIES MUST BE PROTECTED IN PLACE

UNLESS OTHERWISE NOTED.

D. ALL WASTE AND REMOVED MATERIAL

GENERATED MUST BE REMOVED OFF-BASE

UNLESS INDICATED OTHERWISE WITHIN

THE DRAWINGS.

E. UPON COMPLETION OF WORK, RESTABILIZE

AND RECOMPACT SURROUNDING PROJECT

SITE AREA AND PAVEMENTS DISTURBED BY

CONSTRUCTION ACTIVITIES TO A MINIMUM

OF 95% COMPACTION. REPLANT GRASS OR

PROVIDE APPROPRIATE SURFACING TO

MATCH THE EXISTING CONDITION OF THE

SURROUNDING SURFACES.

F. UTILITIES MUST NOT BE ABANDONED IN

PLACE UNDERNEATH OR WITHIN 10 FEET

OF ANY NEW FACILITY FOOTPRINT OR

FOUNDATION.

G. EXISTING ABANDONED PIPING SHOWN ON

DRAWINGS IN THE PROJECT LIMITS SHALL

BE REMOVED. THE EXISTENCE, SIZE

AND/OR LOCATION OF UTILITIES ARE NOT

GUARANTEED BY THE SURVEYS PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR

VERIFYING THE LOCATION OF ALL UTILITIES

PRIOR TO CONSTRUCTION.

H. REMOVE EXISTING UTILITY STRUCTURES

TO 3 FEET BELOW EXISTING OR NEW

ADJACENT GRADE, WHICHEVER IS

GREATER.

240' 230'

HV HV

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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XXXXX XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXX XX

FILENAME: D3250108_CD102_B235.dwg PLOT DATE: PLOT TIME: 1:05 PM

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C E, IS

H E

F R

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D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

DWG

ILL

B -3

FEBRUARY 2023

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D3250108

D . P

SHEET KEYNOTES

1. DEMOLISH AND REMOVE EXISTING CATCH

BASIN.

2. DEMOLISH AND REMOVE EXISTING STORM

DRAIN.

3. DEMOLISH AND REMOVE EXISTING DOMESTIC

WATER, FIRE WATER PIPING, AND WATER

METER. CAP WATER CONNECTION TO MAIN.

4. DEMOLISH AND REMOVE EXISTING SANITARY

SEWER PIPING.

5. DEMOLISH AND REMOVE EXISTING

UNDERGROUND CONDUITS, TRANSFORMER,

PANEL AND AUXILLERY EQUIPMENT. SEE ED101

FOR ADDITIONAL INFORMATION.

6. DEMOLISH AND REMOVE EXISTING STORM

DRAIN.

7. DEMOLISH AND REMOVE EXISTING WATER

MAIN.

8. DEMOLISH AND REMOVE NATURAL GAS PIPING.

CAP SOUTHERN SECTION END .

9. DEMOLISH AND REMOVE EXISTING UTILITY

CONNECTIONS FROM B235 TO B240.

10. FILL WITH FLOWABLE SLURRY, CAP AND PLUG

EXISTING STORM DRAIN LINE AT BOTH ENDS.

11. PROTECT IN PLACE EXISTING STORM CATCH

BASIN AND CONNECTION. CONNECTION TO BE

UTILIZED FOR NEW STORM PIPING.

0 20 40 60

1" = 20'

O N

W G

E D

. G

D . G

L M

. S

CD102

1 B235 - SITE BG DEMOLITION

BUILDING 235

DODSON

HANGAR

GRASSPAVING

GENERAL NOTES

A. PROVIDE TEMPORARY BYPASS FOR

UTILITIES IMPACTED BY CONSTRUCTION TO

MAINTAIN CONTINUOUS SERVICE.

B. PROTECT IN PLACE EXISTING

INFRASTRUCTURE OUTSIDE SCOPE OF

WORK. ANY DAMAGE MUST BE REPAIRED

TO MATCH EXISTING CONDITIONS OR

BETTER.

C. VERIFY LOCATION OF EXISTING UTILITIES

PRIOR TO DEMOLITION. ALL EXISTING

UTILITIES MUST BE PROTECTED IN PLACE

UNLESS OTHERWISE NOTED.

D. ALL WASTE AND REMOVED MATERIAL

GENERATED MUST BE REMOVED OFF-BASE

UNLESS INDICATED OTHERWISE WITHIN

THE DRAWINGS.

E. UPON COMPLETION OF WORK, RESTABILIZE

AND RECOMPACT SURROUNDING PROJECT

SITE AREA AND PAVEMENTS DISTURBED BY

CONSTRUCTION ACTIVITIES TO A MINIMUM

OF 95% COMPACTION. REPLANT GRASS OR

PROVIDE APPROPRIATE SURFACING TO

MATCH THE EXISTING CONDITION OF THE

SURROUNDING SURFACES.

F. UTILITIES MUST NOT BE ABANDONED IN

PLACE UNDERNEATH OR WITHIN 10 FEET

OF ANY NEW FACILITY FOOTPRINT OR

FOUNDATION.

G. EXISTING ABANDONED PIPING SHOWN ON

DRAWINGS IN THE PROJECT LIMITS SHALL

BE REMOVED. THE EXISTENCE, SIZE

AND/OR LOCATION OF UTILITIES ARE NOT

GUARANTEED BY THE SURVEYS PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR

VERIFYING THE LOCATION OF ALL UTILITIES

PRIOR TO CONSTRUCTION.

H. REMOVE EXISTING UTILITY STRUCTURES

TO 3 FEET BELOW EXISTING OR NEW

ADJACENT GRADE, WHICHEVER IS

GREATER.

145'

230'

60'

145'

4 230'

7 60'

160'

170'

2 170'

55'

95'

135'

70'

35'

180'

FILENAME: D3250108_C-101_B235.dwg PLOT DATE: PLOT TIME: 2:12 PM

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C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

DWG

ILL

B -3

APRIL 2023

C O

, O R

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D3250108

D . P

SHEET KEYNOTES

1. BUILDING 235 ADDITION, FINISHED FLOOR

ELEVATION TO MATCH EXISTING BUILDING.

SEE ARCHITECTURAL DRAWINGS FOR MORE

INFORMATION.

2. PROVIDE SECURITY CHAIN LINK FENCE AND

TIE INTO EXISTING FENCE LINE. SEE DETAIL 4

ON C-501.

3. PROVIDE 5' CONCRETE SIDEWALK ALONG

BUILDING PERIMETER. SEE DETAIL 5 ON

C-502.

4. 33 FT A/T UNOBSTRUCTED AREA.

5. PROVIDE 1' RIP RAP STRIP ALONG

SOUTHERN EDGE OF NEW ADDITION. SEE

DETAIL 3 ON C-501.

6. PROVIDE ASPHALT CONCRETE PAVEMENT

AT TRENCHING LOCATIONS. ASPHALT

PAVEMENT AND MARKINGS TO MATCH THE

EXISTING PAVEMENT SECTION. SEE DETAIL 4

ON C-502.

7. PROVIDE STORMWATER INFILTRATION

TRENCH. SEE DETAIL 5 ON C-501.

8. PROVIDE ASPHALT CONCRETE PAVEMENT.

SEE DETAIL 3 ON C-502 FOR SECTION. SEE

DETAIL 2 ON C-502 FOR CONNECTION TO

EXISTING ASPHALT.

9. PROVIDE SECURITY PERSONNEL GATE AND

TIE INTO EXISTING FENCE LINE. SEE DETAIL 3

ON C-505.

0 20 40 60

1" = 20'

U T

D . G

L D

. G

M . S

C-101

BLDG 235

F.F: 19.60'

DODSON

HANGAR

239'

1 B235 - SITE PLAN AND GRADING

2 245'

- 0

86' - 8"

'-0

BLDG ADDITION

F.F: 19.60'

AC 20.0'+/-

AC 19.60'

C/AC 19.40'+/-

C/AC 19.50'+/-

C 19.60' C 19.60'

C 19.60'

C 19.0'

C 19.1'

C/AC 19.35'

C/AC 19.25'

C 20.0'+/-

C 19'

TOP EL 18'

TOE EL 17'

GRATE EL 18.5'

2019.5

19.0

19.5

MANHOLE EL 20.5'

HV HV

HV HV HV HV HV HV HV HV HV HV HV HV HV HV HV HV HV

G G G G G G G G G

G G

FILENAME: D3250108_C-102_B235.dwg PLOT DATE: PLOT TIME: 2:19 PM

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C E, IS

H E

F R

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1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

DWG

ILL

B -3

APRIL 2023

C O

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D3250108

D . P

SHEET KEYNOTES

1. PROVIDE 12" STORM DRAINAGE LINE TIE-IN

BETWEEN STORM INFIL. TRENCH CATCH

BASIN AND EXISTING STORM WATER

DRAINAGE SYSTEM. SEE DETAIL 5 ON SHEET

C-503.

2. PROVIDE 8" WATER LATERAL PIPING TIE-IN

TO EXISTING 8" WATER MAIN AND GATE

VALVE. SEE DETAIL 2, DETAIL 4 AND DETAIL 5

ON SHEET C-503 AND DETAIL 3 ON C-504.

3. PROVIDE 2 12" DOMESTIC WATER SERVICE

LATERAL TO BUILDING TIE-IN TO EXISTING 8"

WATER MAIN. SEE DETAIL 2 AND DETAIL 5 ON

SHEET C-503. SEE PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

4. PROVIDE 10" SANITARY SEWER MAIN PIPING

TIE-IN TO EXISTING 10" SEWER MAIN. ENCASE

PIPING WITH COVER LESS THAN 2 FEET IN 4

INCHES OF SLURRY. SEE PROFILE ON SHEET

C-103. SEE DETAIL 5 ON SHEET C-503.

5. PROVIDE 4" SANITARY SEWER LATERAL

TIE-IN TO EXISTING SANITARY SEWER LINE.

SEE DETAIL 5 ON SHEET C-503.

6. PROVIDE CLEANOUT. SEE DETAIL 1 ON C-503.

7. PROVIDE ELECTRICAL TIE-IN TO EXISTING

ELECTRICAL VAULT. SEE ELECTRICAL FOR

ADDITIONAL INFORMATION.

8. PROVIDE 2" GAS LINE WITH SHUT-OFF VALVE

12" ABOVE GRADE. TIE NEW INTO EXISTING

GAS LINE AT POC SHOWN. FOR ADDITIONAL

INFORMATION SEE PLUMBING DRAWINGS.

SEE DETAIL 5 ON SHEET C-503.

9. PROVIDE 6" FIRE WATER SERVICE TIE-IN TO

8" WATER LINE. VERIFY LOCATION, DEPTH,

SIZE AND MATERIAL OF EXISTING WATER

LINE PRIOR TO TRENCHING. SEE DETAIL 2

AND DETAIL 5 ON SHEET C-503.

10. PROVIDE GATE VALVE. SEE DETAIL 2 ON

C-503.

11. PROVIDE CATCH BASIN INLET. CATCH BASIN

MUST MATCH EXISTING GRADE. SEE DETAIL 6

ON C-200 AND DETAIL 1 ON C-504.

12. RECONNECT EXISTING 2" PE GAS LINE TO

GAS MAIN. SEE DETAIL 5 ON SHEET C-503

AND DETAIL 2 ON C-504. COORDINATE

UTILITY CONNECTION WITH BASE UEM.

13. RECONNECT EXISTING 6" DIP CL-52

HYDRANT WATER LINE TO 8" WATER

LATERAL.

14. POTHOLE AND LOCATE EXISTING UTILITY

AND DEPTH AT CROSSINGS AND POCS.

15. CONNECT EXISTING STORM DRAIN PIPE TO

NEW CATCH BASIN. SEE DETAIL 1 ON SHEET

C-504.

16. PROVIDE MECHANICAL JOINT SLEEVE

COUPLING CONNECTING 8" WATER MAIN TO

EXISTING 8" WATER MAIN. SEE

SPECIFICATIONS.

17. PROVIDE 6" ROOF DRAIN LINE. SEE DETAIL 4

ON SHEET C-504 AND ARCHITECTURE

DRAWINGS FOR MORE INFORMATION.

18. PROVIDE STORMWATER BASIN INLET. SEE

DETAIL 1 ON SHEET C-505.

0 20 40 60

1" = 20'

DODSON

HANGAR

1 B235 - SITE UTILITY PLAN

IE: 17.3' SW

IE: 16.95' NE

123' @ 0.285%

SD INLET

GRATE EL 20.1'

IE 12" IRON PIPE (OUT) NW 13.25'

IE 12" IRON PIPE NE (IN) 15.42'

SD INLET

GRATE EL 19.34'

IE 12" IRON PIPE (OUT) SW 15.87'

IE 12" IRON PIPE (IN) NE 15.88'

SD INLET

GRATE EL 19.59'

IE 12" IRON PIPE (IN) NE 16.19'

IE 12" IRON PIPE (OUT) SW 16.18'

SD INLET

GRATE EL 19.58'

IE 8" IRON PIPE (IN) NE 16.33'

IE 12" IRON PIPE (OUT) SW 16.32'

IE 12" IRON PIPE (IN) SE 16.33'

SD INLET

GRATE EL 19.8'

IE 12" IRON PIPE NW (OUT) 16.59'

IE 8" IRON PIPE NE (IN) 16.85'

D . G

L D

. G

M . S

C-102

SD INLET

GRATE EL 18.3'

IE 12" IRON PIPE (OUT) 16.5' SE

EXISTING SD INLET

GRATE EL 18.307'

IE 12" IRON PIPE (IN) NW 15.91'

IE 12" IRON PIPE (OUT) NW 14.46' IE

14” IRON PIPE (IN) SE 14.41'

50' @ 1.18%

172'

45'

94'

40'

24'

30'

IE: 16.6 SE

90' @ 5.1%

89' @ 0.29%

120' @ 0.66%

43' @ 0.72%

167' @ 0.67%

18 TOP OF MANHOLE: 20.5'

IE: 17.0'

OE: 18.0'

IE: 19.0' SE

100' @ 0.5%

17IE: 18.5' SE

31' @ 4.85%

IE: 12.0'

FILENAME: D3250108_C-103_B235.dwg PLOT DATE: PLOT TIME: 7:51 AM

C H

2M H

- H D

R J

C H

2M H

- H D

R J

N O

B E

D , I

N W

H O

T, F

O R

A N

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N A

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O F

C H

2M H

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O C

U M

T, A N

D T

H E

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, A S

U M

O F

C E, IS

H E

F R

O F

D O

C U

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0 c

PROJ

DATE

E N

N D

R R

C H

DWG

ILL

B -3

FEBRUARY 2023

C O

, O R

N E

B O

D , S

-3

) 7

-0

P R

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N O

. T Q

N A

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E, O

D3250108

D . P

SHEET KEYNOTES

1. POTHOLE AND VERY LOCATION AND

DEPTH OF EXISTING UTILITY.

CONSTRUCT UTILITY CROSSING IN

ACCORDANCE WITH DETAIL 6 ON

SHEET C-502.

2. PROVIDE CLEANOUT. SEE DETAIL 1

ON C-503.

3. ENCASE PIPE WITH MIN 4" IN ALL

DIRECTIONS WITH TWO SACK

SLURRY.

4. PROVIDE PIPING CROSSING

CONTROLLED LOW-STRENGTH FILL.

SEE DETAIL 6 ON SHEET C-503.

1 B235 - SEWER MAIN AND PROFILE 1

P R

D . G

L D

. G

M . S

C-103

0 7.5 1.5 22.5

1" = 7.5'

0 0.5 1 1.5

1" = 0.5'

00+00-10+00 50+00 100+00 125+00

21.00

20.50

20.00

19.00

19.50

18.50

18.00

17.50

17.00

16.50

16.00

10" PVC (SDR 35)

123' AT 0.285%

(E) MANHOLE

IE: 16.95

(E) 8" WATER MAIN

STA 01+17.73

CONNECT TO (E)

10" SEWER LINE

STA 00+00

I.E: 17.3'

FINISHED

GRADE

" M

6" STORM DRAIN

STA 00+01.65

IE: 18.5'

COTG - 1

STA 00+00

IE: 17.3'

COTG - 2

STA 01+05

IE: 17.0'

00+00 00+10 00+20 00+30 00+40 00+50 00+60 00+70 00+80 00+90 01+00 01+05 01+10 01+20

21.00

20.50

20.00

19.00

19.50

18.50

18.00

17.50

17.00

16.50

16.00

VERTICAL

HORIZONTAL

S H

- 1

D . G

L D

. G

M . S

C-501

AS SHOWN

FILENAME: D3250108_C-501_B235.dwg PLOT DATE: PLOT TIME: 12:57 PM

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P R

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O R

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 30, 2023.