AXQD132712_Drawings_20190808.pdf

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B3 FINAL

104TH FIGHTER WING

BARNES ANGB, WESTFIELD, MA

REMODEL BUILDING 25 (SIMULATORS)

MASSACHUSETTS AIR NATIONAL GUARD

B3 FINAL

29 NOVEMBER 2018

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744

AXQD132712

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SHEET INDEX

SHEET

NUMBER SHEET NAME

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL SYMBOLS

E-003 SECURE AREA BOUNDARY

ED-101A FIRST FLOOR ELECTRICAL DEMOLITION PLAN - AREA A

ED-101B FIRST FLOOR ELECTRICAL DEMOLITION PLAN - AREA B

ED-102 SECOND FLOOR ELECTRICAL DEMOLITION PLAN

ES-101 ELECTRICAL SITE PLAN

E-101A FIRST FLOOR LIGHTING PLAN - AREA A

E-101B FIRST FLOOR LIGHTING PLAN - AREA B

E-102 SECOND FLOOR LIGHTING PLAN

E-111A FIRST FLOOR POWER PLAN - AREA A

E-111B FIRST FLOOR POWER PLAN - AREA B

E-112 SECOND FLOOR POWER PLAN

E-121A FIRST FLOOR MECHANICAL POWER PLAN - AREA A

E-121B FIRST FLOOR MECHANICAL POWER PLAN - AREA B

E-123 ROOF MECHNICAL POWER PLAN

E-131 LIGHTNING PROTECTION PLAN

E-401 ENLARGED ELECTRICAL ROOM

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-601 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

E-602 ELECTRICAL NEW ONE-LINE DIAGRAM

E-603 SCHEDULES

E-604 PANELBOARD SCHEDULES

E-605 PANELBOARD SCHEDULES

E-606 FIRST FL. PHOTOMETRIC PLAN - AREA A

E-607 FIRST FL. PHOTOMETRIC PLAN - AREA B

E-608 SECOND FLOOR PHOTOMETRIC PLAN

TELECOMMUNICATIONS

T-001 TELECOMMUNICATION GENERAL NOTES AND ABBREVIATIONS

T-101A FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA A

T-101B FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA B

T-102 SECOND FLOOR TELECOMMUNICATIONS PLAN

T-111B FIRST FLOOR SECURITY PLAN - AREA B

T-112 SECOND FLOOR SECURITY PLAN

T-401 ENLARGED TELECOM ROOMS

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-601 TELECOM RISER DIAGRAM

SHEET INDEX

SHEET

NUMBER SHEET NAME

INTERIORS

I-601 ROOM FINISH SCHEDULE & GENERAL NOTES

IG601 SIGNAGE SCHEDULE & DETAILS

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

F-101 FIRST FLOOR FIRE PROTECTION PLAN - AREA A

F-102 FIRST FLOOR FIRE PROTECTION PLAN - AREA B

F-201 SECOND FLOOR FIRE PROTECTION PLAN

FA101 FIRST FLOOR FIRE ALARM PLAN AREA A

FA102 FIRST FLOOR FIRE ALARM PLAN AREA B

FA201 SECOND FLOOR FIRE ALARM PLAN

FA501 FIRE ALARM OPERATIONAL MATRIX AND RISER DIAGRAM

PLUMBING

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

PD101 OVERALL FIRST FLOOR PLUMBING DEMOLITION PLAN

PD102 FIRST FLOOR PLUMBING DEMOLITION PLAN - AREA A

PD103 FIRST FLOOR PLUMBING DEMOLITION PLAN - AREA B

PP101 OVERALL FIRST FLOOR DOMESTIC WATER PIPING PLAN

PP102 FIRST FLOOR DOMESTIC WATER PIPING PLAN - AREA A

PP103 FIRST FLOOR DOMESTIC WATER PIPING PLAN - AREA B

PW101 OVERALL FIRST FLOOR SANITARY PIPING PLAN

PW102 FIRST FLOOR SANITARY PIPING PLAN - AREA A

PW103 FIRST FLOOR SANITARY PIPING PLAN - AREA B

P-401 PLUMBING ENLARGED PLANS

P-601 PLUMBING DETAILS AND SCHEDULES

P-901 PLUMBING RISER DIAGRAMS

P-902 PLUMBING RISER DIAGRAMS

P-903 PLUMBING RISER DIAGRAMS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGENDS AND HVAC DESIGN CRITERIA

MD101 OVERALL FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD102 FIRST FLOOR MECHANICAL DEMOLITION PLAN - AREA A

MD103 FIRST FLOOR MECHANICAL DEMOLITION PLAN - AREA B

MD104 SECOND FLOOR MECHANICAL DEMOLITION PLAN

MD133 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN - AREA B

MH101 OVERALL FIRST FLOOR MECHANICAL PLAN

MH102 FIRST FLOOR MECHANICAL PLAN - AREA A

MH103 FIRST FLOOR MECHANICAL PLAN - AREA B

MH104 SECOND FLOOR MECHANICAL PLAN

MH105 MECHANICAL ROOF PLAN - AREA B

MP101 OVERALL FIRST FLOOR MECHANICAL PIPING PLAN

MP103 FIRST FLOOR MECHANICAL PIPING PLAN - AREA B

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

M-704 MECHANICAL CONTROLS

SHEET INDEX

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GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-101 BUILDING CODE SUMMARY

G-102 FIRST FLOOR LIFE SAFETY PLAN

G-103 SECOND FLOOR LIFE SAFETY PLAN

G-121 SECURED AREA PLAN

G-122 SECURED AREA PLAN

G-131 FIRST FLOOR PHASING PLAN

G-132 SECOND FLOOR PHASING PLAN

CIVIL

C1 EXISTING CONDITIONS PLAN

C-001 GENERAL CIVIL NOTES, LEGEND, AND ABBREVIATIONS

C-101 DEMOLITION PLAN

C-102 CIVIL SITE PLAN

C-103 CIVIL GRADING AND DRAINAGE PLAN

C-104 EROSION AND SEDMIENT CONTROL PLAN

C-501 CIVIL CONSTRUCTION DETAILS

C-502 EROSION AND SEDMIENT CONTROL DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 STRUCTURAL GENERAL NOTES & ABBREVIATION KEY

S-004 COMPONENTS & CLADDING WIND LOAD DIAGRAMS

S-005 SPECIAL INSPECTION SCHEDULES

S-101 FOUNDATION PLAN

S-102 SECOND FLOOR FRAMING PLAN

S-151 LOW ROOF AND SECOND FLOOR FRAMING PLAN

S-152 HIGH ROOF FRAMING PLAN

S-161 ENLARGED PLANS

S-201 FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-302 FOUNDATION SECTIONS

S-303 FOUNDATION SECTIONS

S-310 FRAMING DETAILS

S-311 FRAMING DETAILS

S-312 FRAMING DETAILS

S-313 FRAMING DETAILS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

S-504 TYPICAL DETAILS

S-505 TYPICAL DETAILS

S-506 TYPICAL DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 SECOND FLOOR DEMOLITION PLAN

AD151 ROOF DEMOLITION PLAN

AD201 EXTERIOR ELEVATIONS - DEMOLITION

AD202 EXTERIOR ELEVATIONS - DEMOLITION

A-101 OVERALL FIRST FLOOR PLAN

A-102 PARTIAL FIRST FLOOR PLAN - AREA A

A-103 PARTIAL FIRST FLOOR PLAN - AREA B

A-104 SECOND FLOOR PLAN

A-131 OVERALL FIRST FLOOR REFLECTED CEILING PLAN

A-132 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA A

A-133 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - AREA B

A-134 SECOND FLOOR REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-371 PARTITION TYPES & DETAILS

A-401 ENLARGED FLOOR PLAN

A-402 ENLARGED FLOOR PLAN

A-411 INTERIOR ELEVATIONS

A-471 STAIR DETAILS

A-501 PLAN DETAILS

A-521 SECTION DETAILS

A-522 SECTION DETAILS

A-551 ROOF DETAILS

A-571 ADA MOUNTING HEIGHTS & DETAILS

A-601 DOOR SCHEDULES

A-611 DOOR DETAILS

A-621 STOREFRONT & WINDOW DETAILS

A-751 MILLWORK DETAILS

SUMMARY OF CODE REQUIREMENTS

CODE REFERENCE REQUIREMENT PROVIDED (WORKSCOPE)

2015 BUILDING CODE (IBC) 2018 NFPA 101 (LSC)

USE AND OCCUPANCY CLASSIFICATION: IBC CHAPTER 3

OCCUPANCY CLASSIFICATION - IBC 302 BUSINESS (B) (IBC 304) CH. 39 - EXISTING BUSINESS EXISTING BUSINESS

STORAGE (S-1) (IBC 311.2) CH. 42 - STORAGE STORAGE

ACCESSORY ASSEMBLY (A-3) (IBC 303.3) CH. 13 - ASSEMBLY EXISTING ASSEMBLY

MIXED OCCUPANCY - IBC 508/ LSC 6.1.14 NONSEPARATED- MIXED USE MULTIPLE - MIXED OCCUPANCY MULTIPLE - MIXED OCCUPANCY/NONSEPARATED- MIXED USE

REHABILITATION - LSC CH. 43 N/A CATEGORY: MODIFCATION (4.6.7.1(3); 43.1.2.1; 43.5) MODIFICATION

SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCPANCY

NONE NONE NONE

GENERAL BUILDING HEIGHTS & AREAS - IBC CHAPTER 5

ALLOWABLE HEIGHT - STORIES (TABLE 504.4) - IBC GOVERNS (UFC 3-600-01;5-2) 2 STORIES EXISTING

BUSINESS (B) 4

STORAGE (S-1) 3

ALLOWABLE HEIGHT - FEET (TABLE 504.3) - (+/-) 37-FT EXISTING

BUSINESS (B) 75-FT

STORAGE (S-1) 75-FT

ALLOWABLE AREA PER STORY (TABLE 506.2) - -

BUSINESS (B) 52,500-SF 1ST FLOOR = 23,310-SF EXISTING

STORAGE (S-1) 69,000-SF 2ND FLOOR = 4,402-SF EXISTING

ALLOWABLE AREA TOTAL 52,500 SF X (3) = 157,500 SF 27,712-SF EXISTING

ACCESSORY OCCUPANCIES ASSEMBLY (A-3) ASSEMBLY (A-3)

REQUIRED SEPARATION OF OCCUPANCY NR (IBC 508.3.3) NR

TYPES OF CONSTRUCTION

IBC CHAPTER 6

TYPE OF CONSTRUCTION TYPE II-B - NONCOMBUSTIBLE IBC GOVERNS (UFC 3-600-01;6-1) TYPE II-B (EXISTING)

FIRE RESISTANCE FIRE RESISTANCE FIRE RESISTANCE

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, TRUSSES) (0) HOURS (EXISTING) -

BEARING WALLS - (0) HOURS (EXISTING)

EXTERIOR (0) HOURS (EXISTING) -

INTERIOR (0) HOURS (EXISTING) (0) HOURS (EXISTING)

NONBEARING WALLS AND PARTITIONS (0) HOURS (EXISTING) (0) HOURS (EXISTING)

EXTERIOR (TABLE 602) - -

INTERIOR TABLE 601 (0) HOURS

FLOOR CONSTRUCTION (0) HOURS (0) HOURS

ROOF CONSTRUCTION (0) HOURS (EXISTING) (0) HOURS (EXISTING)

STAIR ENCLOSURE 1 HOUR (EXISTING) 1 HOUR (EXISTING)

ELEVATOR SHAFT 1 HOUR 1 HOUR

FIRE PROTECTION SYSTEMS

AUTOMATIC SPRINKLER SYSTEM UFC 3-600-01 GOVERNS UFC 3-600-01 GOVERNS REQUIRED/ PROVIDED (UFC 3-600-01;9-7.2)

STANDPIPE SYSTEM NOT REQUIRED/ NOT PROVIDED (UFC 3-600-01;9-10)

PORTABLE FIRE EXTINGUISHERS NOT REQUIRED/ PROVIDED (UFC 3-600-01;9-17)

FIRE ALARM & DETECTION REQUIRED/ PROVIDED (UFC 3-600-01;9-18)

MEANS OF EGRESS LSC CHAPTER 7

OCCUPANT LOAD NFPA 101 GOVERNS (UFC 3-600-01;7-1) - -

MAX. FLR. AREA ALLOWABLE / OCC. (TABLE 7.3.1.2) BUSINESS = 100-SF/P GROSS BUSINESS = 100-SF/P GROSS

STORAGE = 500-SF/P GROSS STORAGE = 500-SF/P GROSS

CONFERENCE ROOM = 15-SF/P NET CONFERENCE ROOM = 15-SF/P NET

(OR SEAT COUNT- NOTED "ACTUAL" ON PLAN) (OR SEAT COUNT- NOTED "ACTUAL" ON PLAN)

ASSEMBLY = 15-SF/P NET ASSEMBLY = 15-SF/P NET

BUSINESS = 14,190 SF BUSINESS = 14,190 SF

BUSINESS = 14,541 /100-SF/P = 199 BUSINESS = 199 OCC*

CONFERENCE ROOM = 645 SF CONFERENCE ROOM = 645 SF

CONFERENCE ROOM = 645 /15-SF/P = 44 CONFERENCE ROOM = 44 OCC*

ASSEMBLY = 2,294 SF ASSEMBLY = 2,294 SF

ASSEMBLY = 2,294 /15-SF/P = 155 ASSEMBLY = 155 OCC*

TOTAL OCCUPIED AREA = 22,081-SF STORAGE = 4,897 SF STORAGE = 4,897 SF

TOTAL OCCUPANT LOAD = 426-OCC STORAGE = 4,897 /500-SF/P = 14 STORAGE = 14 OCC*

EGRESS WIDTH NFPA 101 GOVERNS (UFC 3-600-01;7-1) - -

CAPACITY FACTOR 0.2, 0.3 (13.2.3.1, 39.2.3.1 & 42.2.3.1/ TABLE 7.3.3.1) 0.2 (LEVEL, RAMPS) 0.3 (STAIRWAYS)

WIDTH 0.2 X 348 OCC = 69.6" MIN REQ 596"

NUMBER OF EXITS NFPA 101 GOVERNS (UFC 3-600-01;7-1) 2 (13.2.4.2, 39.2.4.1 & 42.2.4.1) 12 PROVIDED

EXIT ACCESS TRAVEL DISTANCE NFPA 101 GOVERNS (UFC 3-600-01;7-1) BUSINESS = ≤300-FT (39.2.6.3) 145-FT ACTUAL

ASSEMBLY = ≤250-FT (13.2.6.3.2)

STORAGE = ≤400-FT (42.2.6)

CORRIDOR RATING NFPA 101 GOVERNS (UFC 3-600-01;7-1) NR (39.3.6 & 42.3.6) NR

DEAD ENDS NFPA 101 GOVERNS (UFC 3-600-01;7-1) BUSINESS = ≤50-FT (39.2.5.2) 31-FT

ASSEMBLY = ≤20-FT (13.2.5.1.3)

STORAGE = ≤100-FT (42.2.5)

COMMON PATH OF EGRESS TRAVEL NFPA 101 GOVERNS (UFC 3-600-01;7-1) BUSINESS: SP = ≤100-FT (39.2.5.3.1) 80-FT

ASSEMBLY(≤ 50 OCC.) = ≤ 75-FT (13.2.5.1.2)

ASSEMBLY (> 50 OCC.) = ≤20-FT (13.2.5.1.2)

STORAGE: SP = ≤100-FT (TABLE 42.2.5)

INTERIOR FINISHES NFPA 101 GOVERNS (UFC 3-600-01;7-1) CLASS A (13.3.3.2) IN EXIT ACCESS CORRIDORS CLASS A IN EXIT ACCESS CORRIDORS

INTERIOR WALLS AND CEILINGS ELSEWHERE: CLASS B (13.3.3.2.2) CLASS B

INTERIOR FLOORS NR (13.3.3.5, 39.3.3.3 & 42.3.3.3.2) NR

ADDITIONAL REQUIREMENTS - - -

LSC - 6.2.2.3 N/A ORDINARY HAZARD CONTENTS ORDINARY HAZARD CONTENTS

BUILDING CODE AND LIFE SAFETY CRITERIA

GENERAL DESCRIPTION:

PROJECT NAME: REMODEL BUILDING 25 (SIMULATORS)

PROJECT LOCATION: BARNES ANGB - WESTFIELD, MA

MASSACHUSETTS AIR NATIONAL GUARD

PROJECT SCOPE: THE PROJECT CONSISTS OF THE REMODEL OF THE SQUADRON

OPERATIONS FACILITY BUILDING 25 AT BARNES AIR NATIONAL GUARD

BASE, WESTFIELD, MA. THE REMODELED SPACE IS DESIGNED TO HOUSE

FOUR NEW SIMULATORS. THE REMODEL SPACE IS APPROXIMATELY

12,700 SF OF A 27,274 SF EXISTING BUILDING.

LIST OF APPLICABLE CODES:

UNIFIED FACILITIES CRITERIA (UFC), DEPARTMENT OF DEFENSE

· UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, 20 JUNE 2016

· UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS

· UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016

· UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 9 FEB 2012; INCLUDING

CHANGE 1, 1 OCTOBER 2013

· UFC 4-010-05, SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING, DESIGN, AND

CONSTRUCTION, WITH CHANGE 1, 1 OCTOBER 2013

STATE OF MASSACHUSETTS BUILDING CODE (8TH EDITION) [ADOPTION OF 2009 IBC]

INTERNATIONAL CODE COUNCIL (ICC)

· IBC - 2015, INTERNATIONAL BUILDING CODE (AS REFERENCED BY UFC 1-200-01)

· IMC - 2015, INTERNATIONAL MECHANICAL CODE

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

· NFPA 1, FIRE CODE, 2015

· NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013

· NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016

· NFPA 70, NATIONAL ELECTRICAL CODE (NEC), 2017

· NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016

· NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2015

· NFPA 101, LIFE SAFETY CODE (LSC), 2015 [AS ADOPTED BY UFC]

· NFPA 101, LIFE SAFETY CODE (LSC), 2012 [ADOPTED BY MA]

ACCESSIBILITY

· ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARD FOR DEPARTMENT OF DEFENSE

FACILITIES - PARTS 2 AND 3 OF THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES

FOR BUILDINGS AND FACILITIES (ADAAG), FEDERAL REGISTER JULY 23, 2004

ELEVATORS - AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

· ASME A17.1 - SAFETY CODE FOR ELEVATORS AND ESCALATORS, 2010

PLUMBING FIXTURE COUNT:

MINIMUM NUMBER OF PLUMBING FIXTURES: IBC, TABLE 2902.1

STORAGE (S-1) OCCUPANCY OCCUPANT LOAD = 14

WATER CLOSETS: 1 PER 100 14 X 1/100 = 0.14 WC

LAVATORIES: 1 PER 100 14 X 1/100 = 0.14 LAV

DRINKING FOUNTAINS 1 PER 1000: 14 X 1/1000 = 0.014 DF

TOTAL PLUMBING FIXTURES:

TOTAL WATER CLOSETS: MALE (@ 60%): (0.14+6.22)* 0.6 + 0.38 = 4.2 W.C.

TOTAL REQUIRED = 5 W.C.

TOTAL PROVIDED = 4 W.C., 4 URINALS

FEMALE (@ 40%): (0.14+6.22)*0.4 + 0.49 = 3.0 W.C.

TOTAL REQUIRED = 3 W.C.

TOTAL PROVIDED = 3 W.C.

BUSINESS (B) OCCUPANCY OCCUPANT LOAD = 261

WATER CLOSETS: 1 PER 25 FOR FIRST 50: 50 X 1/25 = 2 W.C.

1 PER 50 FOR REMAINDER EXCEEDING 50: 211 X 1/50 = 4.22 W.C.

TOTAL: 6.22 W.C.

LAVATORIES: 1 PER 40 FOR FIRST 80: 80 X 1/40 = 2 LAV

1 PER 80 FOR REMAINDER EXCEEDING 80: 181 X 1/80 = 2.26 LAV.

TOTAL: 4.26 LAV.

DRINKING FOUNTAINS 1 PER 100: 261 X 1/100 = 2.61 D.F.

ASSEMBLY (A-3) OCCUPANCY OCCUPANT LOAD = 81 (49 MALES, 32 FEMALES @ 60%/40%)

WATER CLOSETS: 1 PER 125 MALE: 48 X 1/125= 0.384 W.C.

1 PER 65 FEMALE: 32 X 1/65= 0.492 W.C.

TOTAL: 0.861 W.C.

LAVATORIES: 1 PER 200: 81 X 1/200 = 0.405 LAV

DRINKING FOUNTAINS 1 PER 500: 81 X 1/500 = 0.162 D.F.

TOTAL PLUMBING FIXTURES (CONTINUED):

TOTAL LAVATORIES: MALE (@ 60%): (0.14+4.26+0.41) X 0.6 = 2.89 LAV.

TOTAL REQUIRED = 3 LAV.

TOTAL PROVIDED = 5 LAV.

FEMALE (@40%): (0.14+4.26+0.41) X 0.4 = 1.92 LAV.

TOTAL REQUIRED = 2 LAV.

TOTAL PROVIDED = 3 LAV.

TOTAL DRINKING FOUNTAINS 0.014+2.61+0.16= 2.78 D.F.

TOTAL REQUIRED = 3 D.F.

TOTAL PROVIDED = 4 D.F.

TOTAL SHOWERS 25% FEMALE / 75% MALE = 4 SHOWER

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

IP

T

IO

N

M A

R K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

T

E D

B Y

F

IL

E N

A M

E

P L O

T S

C A

L E

:P L O

T D

A T

E

S

IZ

E

A N

S I D

A S

I N

D

IC

T D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

FOR OFFICIAL USE ONLY

/3 /2

:2

:4

P M

C U s e rs \m ilc h e c k d

\D o c u m e n ts \R e v it

\1

M

A A

N G

B

A R

C H

C

E N

T R

A L

R m ilc h e c k d p o n d c o

.c o m .r v t

B3 FINAL

G-101

B U

IL

D

IN

G

C O

D E

S U

M M

A R

Y

R E

M O

D E

L B

U

IL

D

IN

G

S

IM

U L A

T O

R S

M

A S

S A

C H

U S

E T

T S

A

IR

N A

T

IO

N A

L G

U A

R D

T

H F

IG

H

T E

R W

IN

G

B A

R N

E S

A N

G B

W

E S

T F

IE

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

IR

N A

T

IO

N A

L G

U A

R D

B A

R N

E S

M U

N

IC

IP

A

L A

IR

P

O R

T

J O

B N

O

J A

M

J R

S L

T H

G H

C

/3 /1

O C

T O

B E

R

OCCUPANT LOAD SCHEDULE

Room

Number Room Name Area Area/ Occ.

Occ.

Load

140 COMMANDER 150 SF 100 2

141 COMMANDER 152 SF 100 2

142 SQUAD OPS FLOOR AREA 2100 SF 100 21

144 FLIGHT COMMANDER 332 SF 100 4

146 JHMCS 201 SF 100 3

149 AIRCREW CONTINUATION TRAINING 561 SF 100 6

150 CHUTE / FAB ROOM 1813 SF 100 19

203 INTEL WORK CENTER 424 SF 100 5

204 SIO OFFICE 177 SF 100 2

205 JWICS ROOM 253 SF 100 3

209 COMMAND POST 674 SF 100 7

210 BATTLE STAFF 460 SF 100 5

212 SURVIVAL RECOVERY ROOM 392 SF 100 4

213 CP NCOIC 107 SF 100 2

100: 36 14170 SF 158

111 COMM 177 SF 500 1

134 PILOT GEAR STORAGE 719 SF 500 2

138 AIRCREW FLIGHT EQUIP STORAGE 148 SF 500 1

147 OXYGEN EQUIPMENT 436 SF 500 1

148 MOBILITY EQUIP STORAGE 201 SF 500 1

151 MECH 133 SF 500 1

152 FLOATATION ROOM 888 SF 500 2

156 COMM. 145 SF 500 1

157 MECH. 215 SF 500 1

158 ELEC. 240 SF 500 1

159 EQUIPMENT COURTYARD 1503 SF 500 0

208 COMM 32 SF 500 1

218 CLOSET 60 SF 500 1

500: 13 4897 SF 14

Grand total: 55 22006 SF 371

OCCUPANT LOAD SCHEDULE

Room

Number Room Name Area Area/ Occ.

Occ.

Load

107 AUDITORIUM 517 SF 15 35

119 BREAK ROOM 440 SF 15 30

121 OPS GROUP BRIEFING ROOM 1207 SF 15 81

145 CONFERENCE 367 SF 15 25

206 INTEL CONFERENCE ROOM 278 SF 15 19

214 BREAK ROOM 129 SF 15 9

15: 6 2939 SF 199

105 CENTRAL FLOOR AREA 382 SF 100 4

106 TAPE REVIEW 180 SF 100 2

108 LARGE BRIEFING ROOM 317 SF 100 4

110 SIMULATOR ROOM 1500 SF 100 15

113 PROGRAM OFFICE 339 SF 100 4

114 AUX. BRIEFING ROOM 160 SF 100 2

115 ISS OFFICE 166 SF 100 2

116 SM. BRIEFING ROOM 167 SF 100 2

117 SM. BRIEFING ROOM 189 SF 100 2

118 LRG. BRIEFING ROOM 288 SF 100 3

122 WORK STATIONS 428 SF 100 5

123 GROUP SUPER. 115 SF 100 2

124 D.O. 130 SF 100 2

125 BASE OPERATIONS 658 SF 100 7

126 FLIGHT PLANNING 138 SF 100 2

127 SCHEDULE / TRAINING OFFICES 280 SF 100 3

128 AIRCREW FLIGHT EQUIP OFFICE 378 SF 100 4

129 NCOIC OFFICE 159 SF 100 2

135 STAN/EVAL 104 SF 100 2

136 TESTING ROOM 85 SF 100 1

137 NVG 60 SF 100 1

139 COMMANDER 150 SF 100 2

* NOTES OCCUPANT LOAD MAY BE HIGHER THAN AREA DIVIDED BY OLF DUE TO ROUNDING OF EACH ROOM

DN

DN

UP

UP

DN

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL ENSURE THE

INSTALLATION OF ALL LIFE SAFETY DEVICES INDICATED ON THE

ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY EXISTING FIRE

RATED WALLS. ANY WORK DONE AROUND EXISTING FIRE RATED WALLS

SHALL BE DONE WITH CARE SO AS NOT TO COMPROMISE THE RATING'S

INTEGRITY. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.

3. SEE FA SERIES SHEETS FOR FIRE ALARM DEVICES.

GENERAL LIFE SAFETY SHEET NOTES:

150 SF

100 100

1-HR. RATED WALLS

LIFE SAFETY PLAN LEGEND

45'-0" TRAVEL DISTANCE

FEC

FIRE EXTINGUISHER CABINET W/ 10LB. A: BS

DRY-CHEMICAL FIRE EXTINGUISHER

(FIRE EXTINGUISHER - G.F.C.I)

NOTE: FIRE EXTINGUISHERS SHALL BE

INSTALLED W/ TOP AT 4'-0" ABOVE FINISHED

FLOOR. PROVIDE STICK - ON LETTERING AND

DIRECTIONAL ARROWS TO IDENTIFY THE

CABINET OR EXTINGUISHERS LOCATION.

EXIT SIGN - SEE ELECT. DWGS.

FE

BRACKET - MOUNTED FIRE EXTINGUISHER:

10LB. A:BC DRY - CHEMICAL TYPE

(FIRE EXTINGUISHER - G.F.C.I)

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

FULL HEIGHT WALLS (NO RATING)

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/100

FURNITURE & EQUIPMENT

(GFGI)

EXISTING EXIT SIGN TO REMAIN

1ST FLOOR

A-3 ASSEMBLY 1,206 SF

B - BUSINESS: 11,709 SF

S-1 - STORAGE: 3,347 SF

B - CONF ROOM: 1,312 SF

TOTAL OCCUPIED: 17,574 SF

VEST.

VEST.

CORRIDOR

CORRIDOR

BASE OPERATIONS

SCHEDULE /

TRAINING OFFICES

D.O.

WORK STATIONS

GROUP SUPER.

FLIGHT PLANNING

OPS GROUP

BRIEFING ROOM

AIRCREW FLIGHT

EQUIP OFFICE

NCOIC OFFICE

MEN'S RESTROOM

WOMEN'S

RESTROOM

COMM.

MECH.

ELEC.

PILOT GEAR

STORAGE

OXYGEN

EQUIPMENT

JHMCS

AIRCREW FLIGHT

EQUIP STORAGE

NVG

COMMANDER

AIRCREW

CONTINUATION

TRAINING

MOBILITY EQUIP

STORAGE

SQUAD OPS FLOOR

AREA

CHUTE / FAB ROOM

FLOATATION ROOM

MECH

STAIR 2

STAIR 1

EQUIPMENT

COURTYARD

VESTIBULE

VEST.

SIMULATOR ROOM

SM. BRIEFING ROOM

CENTRAL FLOOR

AREA

ISS OFFICE

LRG. BRIEFING

ROOM

PROGRAM OFFICE

SM. BRIEFING ROOM

RR

COMM

LARGE BRIEFING

ROOM

TAPE REVIEW

AUDITORIUM

CORRIDOR

CONFERENCE

FLIGHT

COMMANDER

BREAK ROOM

AUX. BRIEFING

ROOM

STAN/EVAL

COMMANDER

COMMANDER

ELEV.

JAN

TESTING ROOM

888 SF

500 2

1813 SF

100 19

133 SF

500 1

561 SF

100 6

436 SF

500 1

201 SF

500 1

201 SF

100 3

367 SF

15 25

332 SF

100 4

2100 SF

100 21

152 SF

100 2

150 SF

100 2

150 SF

100 2

719 SF

500 2

60 SF

100 1

148 SF

500 1

85 SF

100 1

104 SF

100 2 159 SF

100 2

378 SF

100 4

280 SF

100 3

658 SF

100 7 130 SF

100 2

115 SF

100 2

428 SF

100 5

138 SF

100 2

1207 SF

15 81

382 SF

100 4

339 SF

100 4

167 SF

100 2

288 SF

100 3

166 SF

100 2

189 SF

100 2

440 SF

15 30

177 SF

500 1

1500 SF

100 15

317 SF

100 4

517 SF

15 35

180 SF

100 2

215 SF

500 1 240 SF

500 1

145 SF

500 1

160 SF

100 2

ACTUAL

64" 320/91

34" 170/45

34" 170/84

34" 170/22

38" 126/11

68" 340/41

68" 340/1

56" 186/16

TD: 70'

TD: 85' CP: 35'

34" 170/9

64" 320/22

68" 340/1

TD: 105'

CP: 44'

END OF COMMON

PATH

END OF

COMMON

PATH

FEC

FEC

FEC

FEC

FEC

FEC

34" 170/12

B - BUSINESS

(CONFERENCE ROOM)

15 SF/PERSON

OCCUPANCY LEGEND

B - BUSINESS

100 SF/PERSON

S-1 - STORAGE

500 SF/PERSON

A-3 - ASSEMBLY

15 SF/PERSON

(NET)

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

IP

T

IO

N

M A

R K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

T

E D

B Y

F

IL

E N

A M

E

P L O

T S

C A

L E

:P L O

T D

A T

E

S

IZ

E

A N

S I D

A S

I N

D

IC

T D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

FOR OFFICIAL USE ONLY

/3 /2

:5

:1

A M

C L o c a l\ B

\1

M A

A N

G B

A

R C

H s c h o e n j_

R

.r v t

B3 FINAL

G-102

F

IR

S T

F L

O O

R L

IF

E

S A

F E

T Y

P L A

N

R E

M O

D E

L B

U

IL

D

IN

G

S

IM

U L A

T O

R S

M

A S

S A

C H

U S

E T

T S

A

IR

N A

T

IO

N A

L G

U A

R D

T

H F

IG

H

T E

R W

IN

G

B A

R N

E S

A N

G B

W

E S

T F

IE

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

IR

N A

T

IO

N A

L G

U A

R D

B A

R N

E S

M U

N

IC

IP

A

L A

IR

P

O R

T

J O

B N

O

J A

M

J R

S L

T H

G H

C

/3 /1

O C

T O

B E

R

SCALE: = 1'-0"3/32"

0 8 16 248

SCALE: 3/32" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN

KEY PLAN

AREA "A" AREA "B"

PLAN

NORTH

TRUE

PROFESSIONAL SEAL:

B - BUSINESS

(CONFERENCE ROOM)

15 SF/PERSON

OCCUPANCY LEGEND

B - BUSINESS

100 SF/PERSON

S-1 - STORAGE

500 SF/PERSON

A-3 - ASSEMBLY

15 SF/PERSON

(NET)

2ND FLOOR

B - BUSINESS: 2,478 SF

S-1 - STORAGE: 37 SF

B - CONF ROOM: 407 SF

TOTAL OCCUPIED: 2,922 SF

STAIR 1

STAIR 2

SURVIVAL

RECOVERY ROOM

BATTLE STAFF

COMMAND POST

JWICS ROOM

SIO OFFICE

INTEL WORK

CENTER

INTEL CONFERENCE

ROOM

COMM

C P

V E

S T

CP NCOIC

BREAK ROOM

WOMEN'S

MEN'S

392 SF

100 4

460 SF

100 5

674 SF

100 7

107 SF

100 2

253 SF

100 3

278 SF

15 19

177 SF

100 2

424 SF

100 5

ELEV. LOBBY

CLOSET

32 SF

500 1

60 SF

500 1

40" 133/27

40" 133/32

75'-0"

ELEV.

A E

E

FEC

FEC

129 SF

15 9

150 SF

100 100

1-HR. RATED WALLS

LIFE SAFETY PLAN LEGEND

45'-0" TRAVEL DISTANCE

FEC

FIRE EXTINGUISHER CABINET W/ 10LB. A: BS

DRY-CHEMICAL FIRE EXTINGUISHER

(FIRE EXTINGUISHER - G.F.C.I)

NOTE: FIRE EXTINGUISHERS SHALL BE

INSTALLED W/ TOP AT 4'-0" ABOVE FINISHED

FLOOR. PROVIDE STICK - ON LETTERING AND

DIRECTIONAL ARROWS TO IDENTIFY THE

CABINET OR EXTINGUISHERS LOCATION.

EXIT SIGN - SEE ELECT. DWGS.

FE

BRACKET - MOUNTED FIRE EXTINGUISHER:

10LB. A:BC DRY - CHEMICAL TYPE

(FIRE EXTINGUISHER - G.F.C.I)

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

FULL HEIGHT WALLS (NO RATING)

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/100

FURNITURE & EQUIPMENT

(GFGI)

EXISTING EXIT SIGN TO REMAIN

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

IP

T

IO

N

M A

R K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

T

E D

B Y

F

IL

E N

A M

E

P L O

T S

C A

L E

:P L O

T D

A T

E

S

IZ

E

A N

S I D

A S

I N

D

IC

T D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

FOR OFFICIAL USE ONLY

/3 /2

:5

:3

A M

C L o c a l\ B

\1

M A

A N

G B

A

R C

H s c h o e n j_

R

.r v t

B3 FINAL

G-103

S E

C O

N D

F L

O O

R L

IF

E

S A

F E

T Y

P L A

N

R E

M O

D E

L B

U

IL

D

IN

G

S

IM

U L A

T O

R S

M

A S

S A

C H

U S

E T

T S

A

IR

N A

T

IO

N A

L G

U A

R D

T

H F

IG

H

T E

R W

IN

G

B A

R N

E S

A N

G B

W

E S

T F

IE

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

IR

N A

T

IO

N A

L G

U A

R D

B A

R N

E S

M U

N

IC

IP

A

L A

IR

P

O R

T

J O

B N

O

J A

M

J R

S L

T H

G H

C

/3 /1

O C

T O

B E

R

SCALE: 1/8" = 1'-0"A1

SECOND FLOOR LIFE SAFETY PLAN

PLAN

NORTH

TRUE

KEY PLAN

AREA "A" AREA "B"

SCALE: = 1'-0"

0 8 168

1/8"

PROFESSIONAL SEAL:

SECURED AREAS LEGEND

SECURED WALL - STC 45 MIN

SECURED SPACE

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO REMAIN

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

IP

T

IO

N

M A

R K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

T

E D

B Y

F

IL

E N

A M

E

P L O

T S

C A

L E

:P L O

T D

A T

E

S

IZ

E

A N

S I D

A S

I N

D

IC

T D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

FOR OFFICIAL USE ONLY

/3 /2

:2

:5

P M

C U s e rs \m ilc h e c k d

\D o c u m e n ts \R e v it

\1

M

A A

N G

B

A R

C H

C

E N

T R

A L

R m ilc h e c k d p o n d c o

.c o m .r v t

B3 FINAL

G-121

S E

C U

R E

D A

R E

A P

L A

N

R E

M O

D E

L B

U

IL

D

IN

G

S

IM

U L A

T O

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M

A S

S A

C H

U S

E T

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A

IR

N A

T

IO

N A

L G

U A

R D

T

H F

IG

H

T E

R W

IN

G

B A

R N

E S

A N

G B

W

E S

T F

IE

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

IR

N A

T

IO

N A

L G

U A

R D

B A

R N

E S

M U

N

IC

IP

A

L A

IR

P

O R

T

J O

B N

O

J A

M

J R

S L

T H

G H

C

/3 /1

O C

T O

B E

R

SCALE: 3/32" = 1'-0"1

OVERALL FIRST FLOOR PLAN

PLAN

NORTH

TRUE

SCALE: = 1'-0"3/32"

0 8 16 248

KEY PLAN

AREA "A" AREA "B"

SECURED AREAS LEGEND

SECURED WALL - STC 45 MIN

SECURED SPACE

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO REMAIN

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

IP

T

IO

N

M A

R K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

G

A

P h o n e

-7

F a x

(6

-7

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

T

E D

B Y

F

IL

E N

A M

E

P L O

T S

C A

L E

:P L O

T D

A T

E

S

IZ

E

A N

S I D

A S

I N

D

IC

T D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

F

IL

E N

U M

B E

R

FOR OFFICIAL USE ONLY

/3 /2

:2

:5

P M

C U s e rs \m ilc h e c k d

\D o c u m e n ts \R e v it

\1

M

A A

N G

B

A R

C H

C

E N

T R

A L

R m ilc h e c k d p o n d c o

.c o m .r v t

B3 FINAL

G-122

S E

C U

R E

D A

R E

A P

L A

N

R E

M O

D E

L B

U

IL

D

IN

G

S

IM

U L A

T O

R S

M

A S

S A

C H

U S

E T

T S

A

IR

N A

T

IO

N A

L G

U A

R D

T

H F

IG

H

T E

R W

IN

G

B A

R N

E S

A N

G B

W

E S

T F

IE

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

IR

N A

T

IO

N A

L G

U A

R D

B A

R N

E S

M U

N

IC

IP

A

L A

IR

P

O R

T

J O

B N

O

J A

M

J R

S L

T H

G H

C

/3 /1

O C

T O

B E

R

SCALE: 1/8" = 1'-0"A1

SECOND FLOOR PLAN

PLAN

NORTH

TRUE

KEY PLAN

AREA "A" AREA "B"

SCALE: = 1'-0"

0 8 168

1/8"

PHASING LEGEND

PHASE I

PHASE II

AREA 1

AREA 2

AREA 3

SE EXIT

S EXIT

E EXIT

NW EXIT

AREA 5

NE EXIT

1. PHASING PLAN INDICATES OVERALL OUTLINE AND SEQUENCE OF WORK TO

BE DONE. PHASES MAY OVERLAP OR BE REARRANGED AS REQUIRED BY THE

GOVERNMENT, OR AT THE REQUEST OF THE CONTRACTOR, SUBJECT TO

GOVERNMENT APPROVAL.

2. CONSTRUCTION OF SECURE AREAS ON THE SECOND FLOOR TO BE

MONITORED AND APPROVED BY THE GOVERNMENT.

3. GENERAL CONTRACTOR TO COORDINATE AND PROVIDE TEMPORARY POWER,

COMMUNICATIONS AND HVAC AS REQUIRED DURING CONSTRUCTION OF

ELECTRICAL AND MECHANICAL UPGRADES. REFER TO ELECTRICAL AND

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY RESTROOM FACILITY

DURING RENOVATION OF EXISTING RESTROOMS.

5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PROJECT SUBMITTAL

DATA FOR ALL WORK REGARDLESS OF PHASE DURING PHASE 1.

GENERAL PHASING NOTES:PHASING SEQUENCE:

PHASE I:

a. AFTER PROJECT AWARD, CONTRACTOR SHALL PROVIDE A 30-CALENDAR

DAY NOTIFICATION PRIOR TO COMMENCEMENT OF ACTUAL CONSTRUCTION

ACTIVITIES IN PHASE I SO THAT GOVERNMENT MAY VACATE.

b. CONSTRUCT PHASE I IN ITS ENTIRETY

c. CONTRACTOR SHALL MAINTAIN AND PROTECT PATHS OF EGRESS AT E, NE

AND NW EXITS THROUGHOUT ALL PHASES OF CONSTRUCTION.

d. NO CONSTRUCTION ACTIVITIES SHALL BE ALLOWED IN PHASE II DURING

PHASE I

e. PHASE II AND OUT-OF-SCOPE AREAS WILL REMAIN OCCUPIED AND IN USE

BY GOVERNMENT DURING THIS PHASE. THESE AREAS SHALL REMAIN FULLY

OPERATIONAL.

PHASE II:

a. AFTER COMPLETION AND GOVERNMENT ACCEPTANCE OF PHASE I, WORK

MAY COMMENCE IN AREA 3 (RESTROOMS) UPON RECEIPT OF NTP. WORK

SHALL NOT COMMENCE IN AREAS 1 OR 2.

b. AFTER COMPLETION AND GOVERNMENT ACCEPTANCE OF PHASE I, CONTRACTOR SHALL ALLOW 7-CALENDAR DAYS FOR THE GOVERNMENT TO

RELOCATE FROM AREA 2. WORK SHALL NOT COMMENCE IN AREA 2 UNTIL

NTP IS RECEIVED.

c. AFTER COMPLETION AND GOVERNMENT ACCEPTANCE OF PHASE I, CONTRACTOR SHALL ALLOW 49-CALENDAR DAYS FOR GOVERNMENT TO

RELOCATE FROM AREA 1 INTO AREA 5. THIS INCLUDES THE 45-DAY

SECURITY SYSTEM CERTIFICATION PERIOD. WORK SHALL NOT COMMENCE

IN PHASE II, AREA 1 UNTIL NTP IS RECEIVED.

d. CONTRACTOR SHALL MAINTAIN AND PROTECT PATHS OF EGRESS AT ALL

EXITS, EXCEPT SOUTHEAST EXIT (SE).

1 2 3 4 5

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SCALE: 3/32" = 1'-0"A1

OVERALL FIRST FLOOR PLAN

PLAN

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SCALE: = 1'-0"3/32"

0 8 16 248

KEY PLAN

AREA "A" AREA "B"

PHASING LEGEND

PHASE II

S EXIT

SE EXIT

1. PHASING PLAN INDICATES OVERALL OUTLINE AND SEQUENCE OF WORK TO

BE DONE. PHASES MAY OVERLAP OR BE REARRANGED AS REQUIRED BY THE

GOVERNMENT, OR AT THE REQUEST OF THE CONTRACTOR, SUBJECT TO

GOVERNMENT APPROVAL.

2. CONSTRUCTION OF SECURE AREAS ON THE SECOND FLOOR TO BE

MONITORED AND APPROVED BY THE GOVERNMENT.

3. GENERAL CONTRACTOR TO COORDINATE AND PROVIDE TEMPORARY POWER,

COMMUNICATIONS AND HVAC AS REQUIRED DURING CONSTRUCTION OF

ELECTRICAL AND MECHANICAL UPGRADES. REFER TO ELECTRICAL AND

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY RESTROOM FACILITY

DURING RENOVATION OF EXISTING RESTROOMS.

5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PROJECT SUBMITTAL

DATA FOR ALL WORK REGARDLESS OF PHASE DURING PHASE 1.

GENERAL PHASING NOTES:PHASING SEQUENCE:

PHASE I:

a. AFTER PROJECT AWARD, CONTRACTOR SHALL PROVIDE A 30-CALENDAR

DAY NOTIFICATION PRIOR TO COMMENCEMENT OF ACTUAL CONSTRUCTION

ACTIVITIES IN PHASE I SO THAT GOVERNMENT MAY VACATE.

b. CONSTRUCT PHASE I IN ITS ENTIRETY

c. CONTRACTOR SHALL MAINTAIN AND PROTECT PATHS OF EGRESS AT E, NE

AND NW EXITS THROUGHOUT ALL PHASES OF CONSTRUCTION.

d. NO CONSTRUCTION ACTIVITIES SHALL BE ALLOWED IN PHASE II DURING

PHASE I

e. PHASE II AND OUT-OF-SCOPE AREAS WILL REMAIN OCCUPIED AND IN USE

BY GOVERNMENT DURING THIS PHASE. THESE AREAS SHALL REMAIN FULLY

OPERATIONAL.

PHASE II:

a. AFTER COMPLETION AND GOVERNMENT ACCEPTANCE OF PHASE I, WORK

MAY COMMENCE IN AREA 3 (RESTROOMS) UPON RECEIPT OF NTP. WORK

SHALL NOT COMMENCE IN AREAS 1 OR 2.

b. AFTER COMPLETION AND GOVERNMENT ACCEPTANCE OF PHASE I, CONTRACTOR SHALL ALLOW 7-CALENDAR DAYS FOR THE GOVERNMENT TO

RELOCATE FROM AREA 2. WORK SHALL NOT COMMENCE IN AREA 2 UNTIL

NTP IS RECEIVED.

c. AFTER COMPLETION AND GOVERNMENT ACCEPTANCE OF PHASE I, CONTRACTOR SHALL ALLOW 49-CALENDAR DAYS FOR GOVERNMENT TO

RELOCATE FROM AREA 1 INTO AREA 5. THIS INCLUDES THE 45-DAY

SECURITY SYSTEM CERTIFICATION PERIOD. WORK SHALL NOT COMMENCE

IN PHASE II, AREA 1 UNTIL NTP IS RECEIVED.

d. CONTRACTOR SHALL MAINTAIN AND PROTECT PATHS OF EGRESS AT ALL

EXITS, EXCEPT SOUTHEAST EXIT (SE).

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

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PROFESSIONAL SEAL:

SHEET

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PLAN

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KEY PLAN

AREA "A" AREA "B"

SCALE: = 1'-0"

0 8 168

1/8"

SCALE: 1/8" = 1'-0"A1

SECOND FLOOR PLAN

EXISTING CONIFEROUS TREE

S

W

S

WV

O

GV

D

Y

H

SEWER MANHOLE

WATER LINE

WATER VALVE

WATER SERVICE

GAS LINE

GAS VALVE

UTILITY POLE

OVERHEAD ELECTRIC

EXISTING DECIDUOUS TREE

HYDRANT

EXISTING GRADE

FENCE

EXISTING SPOT GRADE

DESCRIPTION EXISTING PROPOSED

SEWER LINE

UTILITY POLE WITH LAMP

STORM DRAIN PIPE

CATCH BASIN

STORM DRAIN MANHOLE

@ AT

ACB ASPHALTIC CONCRETE BASE COURSE

AD AREA DRAIN

AG ABOVEGROUND

APPROX APPROXIMATE

ARCH. ARCHITECTURAL

ASPH ASPHALT

BC BACK OF CURB

BLDG BUILDING

BOL BOLLARD

BW/BOW FINISHED GROUND ELEVATIONS AT

BOTTOM OF WALL

CB CATCH BASIN

CBCI CATCH BASIN CURB INLET

CI CAST IRON

CL CENTERLINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COR CONTRACTING OFFICER'S REPRESENTATIVE

CONC CONCRETE

CF CUBIC FEET

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

D.O.T. DEPARTMENT OF TRANSPORTATION

DWLS DOWELS

E EAST

EF EACH FACE

ELEC ELECTRICAL

EL/ELEV ELEVATION

EP/EOP EDGE OF PAVEMENT

EX/EXIST EXISTING

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FT FEET

FES FLARED END SECTION

G GAS

G.A.B. GRADED AGGREGATE BASE

GND GROUND

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

ID INSIDE DIAMETER

IN INCHES

INT INTERSECTION

INV INVERT

JT JOINT

JB JUNCTION BOX

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH. MECHANICAL

MFR/MFG MANUFACTURER

MH MANHOLE

MIN MINIMUM

N NORTH

NO/# NUMBER

NTS NOT TO SCALE

O/C OR OC ON CENTER

OHP OVERHEAD POWER

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PPVC PERFORATED POLYVINYL CHLORIDE

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVMNT PAVEMENT OR PVMT

PWR. POWER

R RADIUS

RCP REINFORCED CONCRETE PIPE

REINF REINFORCING

SMH SANITARY MANHOLE

SD STORM DRAIN

SF/SQ FT SQUARE FEET

SHLDR SHOULDER

SS SANITARY SEWER

T TELEPHONE

THRU THROUGH

T.B.A. TO BE ABANDONED

TBR TO BE REMOVED

C TOP OF CURB

TW/TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V VERTICAL

VC VITRIFIED CLAY

W POTABLE WATER

WWR WELDED WIRE REINFORCEMENT

GENERAL CIVIL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF

UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF

STRIPING UNLESS OTHERWISE NOTED.

3. EXISTING CONDITIONS SHOWN ARE BASED UPON A SURVEY PROVIDED BY

CROSSMAN ENGINEERING DATED DECEMBER 2016. UTILITIES SHOWN

WERE SUPPLEMENTED BY BASE GIS INFORMATION AND INFORMATION

FROM SITE OBSERVATIONS. ALL EXISTING UTILITY INFORMATION SHOULD

BE CONSIDERED APPROXIMATE AND SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION OR ORDERING MATERIALS.

4. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

WITHIN THESE CONSTRUCTION DOCUMENTS.

5. CONTRACTOR SHALL MOVE ALL CONSTRUCTION DEBRIS OFF THE

PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL

CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

CONTRACTOR TO PROVIDE CONSTRUCTION DEBRIS WEIGHT SLIPS AS

PART OF C&D WASTE RECORDS.

6. NO BURNING IS ALLOWED.

7. CONTRACTOR SHALL ENSURE ALL EXISTING TOPS OF MANHOLES AND

VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED

GRADES, UNLESS NOTED OTHERWISE.

8. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH

WITH EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED

OTHERWISE.

9. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES

OR DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES,

AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE COR PRIOR TO STARTING CONSTRUCTION.

11. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE

WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD),

LATEST EDITION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF

EXISTING UTILITIES ARE IN CONFLICT WITH NEW UTILITIES, THE SITE

CONTRACTOR SHALL NOTIFY THE COR BEFORE PROCEEDING WITH

CONSTRUCTION.

13. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE

TOPSOIL AND EXCAVATED MATERIALS SHALL BE DISPOSED OF OFF

GOVERNMENT PROPERTY IN A MANNER THAT IS LEGAL AND CONSISTENT

WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

14. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN

ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND

TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF

THESE UTILITIES WITH THE COR OF THE UTILITY. THE CONTRACTOR

SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,

WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.

ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION

SHALL BE BROUGHT TO THE ATTENTION OF THE COR. IF EXISTING

PRESSURIZED UTILITIES OR NON-GRAVITY UTILITIES (SUCH AS WATER

MAINS, SANITARY SEWER FORCE MAINS, ELECTRICAL LINES, AND/OR

COMMUNICATION LINES) ARE IN CONFLICT WITH NEW GRAVITY SYSTEM,

OFFSETS OF EXISTING UTILITY SYSTEMS IN CONFLICT WITH NEW GRAVITY

UTILITIES SHALL BE PERFORMED. ANY FEES ASSOCIATED WITH UTILITY

RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR IN ACCORDANCE

WITH RESPECTIVE UTILITY COMPANY STANDARDS. THE CONTRACTOR

SHALL COORDINATE DISCONNECTION OF EXISTING UTILITIES WITH THE

APPROPRIATE UTILITY PROVIDER.

15. UTILITIES INDICATED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

APPLICABLE PROVISIONS OF THE SPECIFICATIONS. GRADING SHALL BE AS

INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING

OF WATER, READY TO RECEIVE PLANTING MATERIALS OR GRASSING.

16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT

ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING

ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM

SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND

ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY

OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK

ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR

BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY

BORNE BY THE CONTRACTOR.

17. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION,

SEDIMENTATION AND POLLUTION CONTROL AND STORMWATER

POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE

DRAWINGS, SPECIFICATIONS, AND PERMITS.

18. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION

PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE

COR.

19. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH

ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE

APPLICABLE REGULATORY AGENCY.

20. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

21. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT

WILL REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE

WORK WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH

NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

22. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF

THE WORKDAY.

23. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.

MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.

25. CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT FOREIGN OBJECT

DEBRIS (FOD) FROM ENTERING ADJACENT AIRFIELD. CONTRACTOR SHALL

CLEAN SITE REGULARLY.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY.

RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING

CONDITIONS OR PER REQUIREMENTS OF NEW WORK, WHICHEVER IS

APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT

OR CONCURRENT WITH DEMOLITION.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

SHALL BE PERFORMED BY LICENSED & REGISTERED LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, AND EROSION, SEDIMENTATION AND POLLUTION CONTROL

PLAN PRIOR TO WORK.

5. ALL INTERNAL FENCING, TRASH, AND LITTER TO BE FULLY DEMOLISHED

AND REMOVED FROM SITE (TO A LEGAL LANDFILL). PERIMETER FENCING

TO REMAIN UNLESS NOTED OTHERWISE.

6. CONTRACTOR IS REQUIRED TO USE GPR IN AREAS OF EXCAVATION.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH

THE ARCHITECTURAL PLANS.

3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT MASSACHUSSETS

DOT AND MUTCD STANDARDS AND SPECIFICATIONS.

5. CONTACT BASE CIVIL ENGINEERING DEPARTMENT TO COORDINATE

WATER CONNECTION PRIOR TO CONSTRUCTION.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR ALL

FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER

AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL FENCING FROM

THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND SHALL SMOOTH

THE GROUND SURFACE WHERE THE FENCE WAS REMOVED THEN MULCH

OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS.

6. IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION,

CONTRACTOR SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON

AS-BUlLTS.

ABBREVIATIONS LEGEND

SIDEWALK

CONCRETE PAVEMENT

ASPHALT PAVEMENT PATCH

SODDING

D

Y

H

W

X X

LIMITS OF DISTURBANCE

LOD LOD

F I L E

P

T

H

M

N

A T

I O

N A

L

G

U A

R D

B

U R

E A

U P

R O

J E

C T

S

M

A A

N G

M

O D

E L

B

C

A D

B

I M

C

A D

C

D

W

O

T T

Y

P

O J E

E

L E

N

A

T

P

M

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

I P

T I O

N M

A R

K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

G

A

P h o n e

F a x

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S U

B M

I T

T E

D

B

Y

F I

M

E

P L

O T

C A

L E

P

L O

T

D

A T

E

S I Z

E

A N

S I

D

I

D I C

T D

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

R E

M O

D E

L

B

U I L

D I N

G

S

I M

U L

A T

O R

S

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

T

H

F

I G

H T

N

G

B A

R N

G

B

W

E S

T F

I E

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

B A

R N

M

N

I C

I P

A L

A

I R

P O

R T

J O

B

N

O

G H

C

---3

O

C T

O B

FOR OFFICIAL USE ONLY

C d w g

J A

S E

I P

E I P

G E

N E

R A

L

C

I V

T

E S

L

E G

E N

D

A

N D

A B

B R

E V

I A

T I O

N S

C-001

B3 FINAL

COMM LINE

UC UC

D

S

D

WG

WG

WG

WG

WG

WG

WG

WG

Conc.

Pad

CO

Hedges

C o n c

W a l k

W

W

W

W

W

W

W

W

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S A

W

S A

W

S A

W

S A

W

S A

W

S A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

W

E

E

E

E

G

S

S

G

G

D

D

D

S

S

D

D

D

G

W

D

E

E

D

265.72

265.15

C h a i n l i n k

F e n c e w

B a r b d w i r e

E

C h a i n l i n k

F e n c e w

B a r b r e

D

WG

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

RD

RD

RD

E

D

D

S

D

D

G r a s s

G r a s s

12"D

D

D

E

265.15

267.17

267.21

266.53

265.34

265.28

265.25

266.92

265.36

266.08

265.71

266.46

265.82

RD

E x i s t i n g u r b

E x i s t i r b

S i g n

S i g n

E x i s t i n g

C u r b

CI Pipe 6"

T

SCALE: 1" = 20'

0 20' 40' 60'10'

LEGEND

DEMOLISH SITE FEATURE

DEMOLISH ASPHALT PAVEMENT

F I

T

H

M

N

A T

I O

N A

L

G

U A

R

E A

U P

R O

J E

C T

S

M

A A

M

O D

E L

B

C

A D

B

I M

C

A D

C

D

O

T T

P

O J E

E

L E

N

A

T

P

M

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

I P

T I O

N M

A R

K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

r k w a y

L a n e

S u i

P e a c h t r e e

C o r n e r s

G

A

P h o n e

F a x

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S U

B M

I T

T E

D

B

Y

F I

M

E

P L

A

L E

P

L O

T

D

A T

E

S I Z

E

A N

S I

D

D I C

T D

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

R E

M O

D E

L

B

U I L

D I N

G

S

I M

U L

A T

O R

S

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

T

H

F

I G

H T

N

G

B A

R N

G

B

W

E S

T F

I E

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

B A

R N

N

I C

I P

A L

A

I R

P O

R T

J O

B

N

O

G H

C

---3

O

C T

O B

FOR OFFICIAL USE ONLY

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. SAWCUT TO CLEAN EVEN EDGE.

SHEET KEYNOTES

1. EXISTING BUILDING FOOTPRINT

2. DEMOLISH STAIRS, RAILING, AND LANDING.

3. BUILDING DEMOLITION. SEE ARCHITECTURAL PLANS FOR

MORE INFORMATION.

4. DEMOLISH ASPHALT PAVEMENT.

5. DEMOLISH CONCRETE HEADER CURB.

6. EXISTING BOLLARD SLEEVES

C d w g

J A

S E

I P

E I P

D E

M O

L I T

I O

N

P

L A

N

C-101

B3 FINAL

A1

DEMOLITION PLAN

D

WG

WG

WG

WG

WG

WG

WG

WG

Conc.

Pad

Hedges

C o n c

W a l k

W

W

W

W

W

W

W

W

W

W

E

E

E

E

G

G

G

D

D

D

D

D

D

G

W

D

E

E

D

C h a i n l i n k

F e n c e w

B a r b r e

E

C h a i n l i n k

F e n c e w

B a r b r e

D

WG

RD

RD

RD

E

D

D

D

D

G r a s s

G r a s s

12"D

D

D

E

RD

E x i s t i r b

E x i s t i r b

S i g n

S i g n

E x i s t i n g

C u r b

T

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

F I

T

H

M

N

A T

I O

N A

L

G

U A

R

E A

U P

R O

J E

C T

S

M

A A

M

O D

E L

B

C

A D

B

I M

C

A D

C

D

O

T T

P

O J E

E

L E

N

A

T

P

M

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

I P

T I O

N M

A R

K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

r k w a y

L a n e

S u i

P e a c h t r e e

C o r n e r s

G

A

P h o n e

F a x

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S U

B M

I T

T E

D

B

Y

F I

M

E

P L

A

L E

P

L O

T

D

A T

E

S I Z

E

A N

S I

D

D I C

T D

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

R E

M O

D E

L

B

U I L

D I N

G

S

I M

U L

A T

O R

S

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

T

H

F

I G

H T

N

G

B A

R N

G

B

W

E S

T F

I E

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

B A

R N

N

I C

I P

A L

A

I R

P O

R T

J O

B

N

O

G H

C

---3

O

C T

O B

FOR OFFICIAL USE ONLY

A1

CIVIL SITE PLAN

SCALE: 1" = 20'

0 20' 40' 60'10'

LEGEND

BUILDING ADDITION

CONCRETE STOOP/STAIRS

CONCRETE SIDEWALK

SODDING

ASPHALT PAVEMENT PATCH

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

SHEET KEYNOTES

1. EXISTING BUILDING FOOTPRINT

2. NEW STAIRS, RAILING, AND LANDING. SEE STRUCTURAL

PLANS FOR MORE INFORMATION.

3. BUILDING ADDITION. SEE ARCHITECTURAL PLANS FOR

MORE INFORMATION.

4. SODDING

5. CONCRETE SIDEWALK (SEE DETAIL A2/C-501)

6. HEADER CURB (SEE DETAIL B3/C-501)

7. ASPHALT PAVEMENT PATCH (SEE DETAIL C4/C-501)

8. APPROX. LOCATION OF TELECOMM MANHOLE.

9. COMM LINE (SEE ELECTRICAL SITE PLAN FOR MORE

INFORMATION ON COMM LINE ROUTING).

10. CONCRETE STOOP. SEE ARCHITECTURAL PLANS FOR

MORE INFORMATION.

C d w g

J A

S E

I P

E I P

C I V

T

E

P

L A

N

C-102

B3 FINAL

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C S

D

D

S

D

WG

WG

WG

WG

WG

WG

WG

WG

Elec.

Box

Conc.

Pad

CO

Hedges

C o n c

W a l k

W

W

W

W

W

W

W

W

W

W

E

E

E

E

G

S

S

G

G

D

D

D

S

S

D

D

D

G

W

D

E

E

D

265.72

265.15

C h a i n l i n k

F e n c e w

B a r b r e

E

C h a i n l i n k

F e n c e w

B a r b r e

D

WG

CB

Rim=264.88

Top Silt Elev.=263.48

W 263.73

Inv.(S)=263.73

CB

Rim=264.58

Inv.(S)=262.03(12"CMP)

RD

RD

RD

CB

Rim=264.06

E 262.388 PVC

N 262.43

Inv.(S)=262.40(12"CMP)

CB

Rim=264.55

S 262.7012"CMP

N 262.67

Inv.(W)=261.25(15"HDPE)

CB

Rim=265.06

263.41

N 263.46

Inv.(S)=263.46(12"CMP)

E

DMH

Rim=265.70

W 262.0512"HDPE

E 261.50

Inv.(S)=261.25(15"HDPE)

D

D

SMH

RIM=265.31

INV.=257.45(6"PVC)

C TROUGH

SMH

RIM=265.51

INV.=262.09(6"PVC)

To building

258.51

C TROUGH

S

SMH

RIM=265.39

TOP OF PVC=

260.83(4"PVC)

To building

256.83

C TROUGH

D

D

DMH

Rim=265.52

E 265.5215"HDPE

Inv.(W)=260.37(15"HDPE)

NS 258.62

Elec. Panel

Underground

G r a s s

G r a s s

CB

Rim=264.95

CB

Rim=264.06

N 262.6112 PVC

S 261.51

Inv.(W)=261.51(12"RCP)

12"D

D

D

E

265.15

267.17

267.21

266.53

265.34

265.28

265.25

266.92

265.36

266.08

265.71

266.46

265.82

RD

E x i s t i r b

E x i s t i r b

S i g n

S i g n

E x i s t i n g

C u r b

DMH

Rim=265.67

CI Pipe 6"

L

L

L

T

265.53 M.E.

265.75 M.E.

266.02 M.E.

266.10 M.E.

265.95 M.E.

268.04

267.93

266.05

268.04

266.30 M.E.

265.68 M.E.

F I

T

H

M

N

A T

I O

N A

L

G

U A

R

E A

U P

R O

J E

C T

S

M

A A

M

O D

E L

B

C

A D

B

I M

C

A D

C

D

O

T T

P

O J E

E

L E

N

A

T

P

M

1 2 3 4 5

A

B

C

D

A P

P R

D

A T

E D

E S

C R

I P

T I O

N M

A R

K

PROFESSIONAL SEAL:

SHEET

IDENTIFICATION

r k w a y

L a n e

S u i

P e a c h t r e e

C o r n e r s

G

A

P h o n e

F a x

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S U

B M

I T

T E

D

B

Y

F I

M

E

P L

A

L E

P

L O

T

D

A T

E

S I Z

E

A N

S I

D

D I C

T D

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

M

B E

R

R E

M O

D E

L

B

U I L

D I N

G

S

I M

U L

A T

O R

S

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

T

H

F

I G

H T

N

G

B A

R N

G

B

W

E S

T F

I E

L D

M

A

M A

S S

A C

H U

S E

T T

S

A

T

I O

N A

L

G

U A

R D

B A

R N

N

I C

I P

A L

A

I R

P O

R T

J O

B

N

O

G H

C

---3

O

C T

O B

FOR OFFICIAL USE ONLY

A1

CIVIL GRADING AND DRAINAGE PLAN

SCALE: 1" = 20'

0 20' 40' 60'10'

LEGEND

BUILDING ADDITION

CONCRETE STOOP/STAIRS

SODDING

CONCRETE SIDEWALK

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. NO BUILDING SERVICE CHANGES ARE ANTICIPATED FOR

THIS PROJECT.

SHEET KEYNOTES

1. EXISTING BUILDING FOOTPRINT

C d w g

J A

S E

I P

E I P

C I V

A

D I N

G

A

A

I N

A G

E

P

L A

N

C-103

B3 FINAL

FFE = 268.06

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C S

D

D

S

D

Conc.

Pad

CO

C o n c

W a l k

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S A

W

S A

W

S A

W

S A

W

S A

W

S A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

D

D

D

D

D

D

D

D

D

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

S

A

W

RD

RD

RD

D

D

D

D

G r a s s

G r a s s

12"D

D

D

RD

E x i s t i r b

E x i s t i r b

S i g n

S i g n

E x i s t i n g

C u r b

T

GENERAL SHEET NOTES

1. SEE C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. ALL REQUIRED SEDIMENT AND EROSION

CONTROL MEASURES AS SHOWN ON THE PLANS

SHALL BE PROVIDED, INSTALLED, AND

MAINTAINED DURING ALL PHASES OF

CONSTRUCTION.

3. INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED

PERIODS OF CONTINUOUS RAINFALL EVENTS TO

ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE

REPLACED BY THE END OF THE WORKDAY. SEE

EROSION AND SEDIMENT CONTROL SHEETS.

4. ADEQUATELY MAINTAIN ALL EROSION CONTROL

DEVICES UNTIL FINAL STABILIZATION HAS BEEN

ACHIEVED.

5. ENSURE ALL EXISTING TOPS OF MANHOLES AND

VALVE BOXES ARE RAISED AND/OR LOWERED

TO BE FLUSH WITH FINISHED GRADES.

6. THE SITE MUST BE IN COMPLIANCE WITH THE

CONDITIONS OF THE NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES)

GENERAL PERMIT RELATING TO STORM WATER

DISCHARGES ASSOCIATED WITH CONSTRUCTION

ACTIVITIES.

7. PROVIDE SODDING AT DISTURBED PERVIOUS

A…