Drawings - Building 1450.pdf
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- Attached to
- P1556 10th Marines Maintenance and Operations Complex, Marine Corps Base (MCB) Camp Lejeune, North Carolina
- Solicitation number
- N4008525R2532
About this file
This document is a comprehensive set of architectural and engineering drawings for the D/B Division Motor-T Facility Repairs project at Building 1450, located at Marine Corps Base Camp Lejeune, North Carolina. The project involves a detailed renovation and repair of an existing two-story facility, with drawings covering multiple disciplines including general, structural, architectural, fire protection, plumbing, mechanical, electrical, and telecommunications systems.
The drawings, prepared by Tetra Tech for the Naval Facilities Engineering Command Mid-Atlantic Division, provide extensive technical specifications for the facility upgrade. The contract number is N6247019D8027, and the project involves comprehensive site improvements, demolition, and new installations across various building systems. Key elements include site work, structural modifications, updated mechanical and electrical infrastructure, new telecommunications systems, and detailed plans for first and second floor renovations. The drawings are marked with a Distribution Statement C, indicating they are only authorized for distribution to U.S. Government agencies and their contractors for operational security reasons.
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04 NOVEMBER 2020
23 DECEMBER 2020
MCB CAMP LEJEUNE, NC
D/B DIVISION MOTOR-T FACILITY REPAIRS
ISSUED FOR CONSTRUCTION SUBMITTAL
BUILDING 1450
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BUILDING 1450 - INDEX OF DRAWINGS
SHEET ID NAVFAC DWG NO. REVISIONS TITLEREV. NO. ASI NO.
PLUMBING
B-P-001 60028208 ABBREVIATIONS, LEGEND AND GENERAL NOTES
B-PD101 60028209 PLUMBING FIRST FLOOR DEMO PLAN
B-PD102 60028210 PLUMBING SECOND FLOOR DEMO PLAN
B-P-101 60028211 PLUMBING FIRST FLOOR PRESS. PIPING PLAN
B-P-102 60028212 PLUMBING SECOND FLOOR PRESS. PIPING PLAN
B-P-131 60028213 PLUMBING UNDERSLAB WASTE PIPING PLAN
B-P-132 60028214 PLUMBING FIRST FLOOR VENT PIPING PLAN
B-P-133 60028215 PLUMBING SECOND FLOOR WASTE PIPING PLAN
B-P-134 60028216 PLUMBING SECOND FLOOR VENT PIPING PLAN
B-P-141 60028217 PLUMBING ROOF PLAN
B-P-401 60028218 PLUMBING ENLARGED PRESS. PIPING PLANS
B-P-431 60028219 PLUMBING ENLARGED UNDERSLAB WASTE PIPING PLAN
B-P-432 60028220 PLUMBING ENLARGED FIRST FLOOR VENT PIPING PLAN
B-P-433 60028221 PLUMBING ENLARGED SECOND FLOOR WASTE & VENT PIPING PLAN
B-P-501 60028222 PLUMBING DETAILS - SHEET 1 OF 3
B-P-502 60028223 PLUMBING DETAILS - SHEET 2 OF 3
B-P-503 60028224 PLUMBING DETAILS - SHEET 3 OF 3
B-P-601 60028225 PLUMBING SCHEDULES - SHEET 1 OF 2
B-P-602 60028226 PLUMBING SCHEDULES - SHEET 2 OF 2
B-P-901 60028227 PLUMBING DOMESTIC WATER RISER ISOMETRIC - SHEET 1 OF 2
B-P-902 60028228 PLUMBING DOMESTIC WATER RISER ISOMETRIC - SHEET 2 OF 2
B-P-903 60028229 PLUMBING PRESS. PIPING RISER ISOMETRIC
B-P-931 60028230 PLUMBING WASTE AND VENT RISER ISOMETRIC
MECHANICAL
B-M-001 60028231 ABBREVIATIONS, LEGEND AND GENERAL NOTES
B-MD101 60028232 MECHANICAL FIRST FLOOR DEMO PLAN
B-MD102 60028233 MECHANICAL SECOND FLOOR DEMO PLAN
B-MD103 60028234 MECHANICAL ROOF DEMO PLAN
B-M-101 60028235 MECHANICAL ZONING PLAN
B-M-102 60028236 2 ASI-003 MECHANICAL FIRST FLOOR DUCT PLAN
B-M-103 60028237 1 ASI-003 MECHANICAL SECOND FLOOR DUCT PLAN
B-M-104 60028238 MECHANICAL ROOF PLAN
B-M-131 60028239 MECHANICAL FIRST FLOOR PIPING PLAN
B-M-132 60028240 MECHANICAL SECOND FLOOR PIPING PLAN
B-M-401 60028241 1 ASI-003 MECHANICAL ENLARGED PLANS - SHEET 1 OF 3
B-M-402 60028242 MECHANICAL ENLARGED PLANS - SHEET 2 OF 3
B-M-403 60028243 MECHANICAL ENLARGED PLANS - SHEET 3 OF 3
B-M-501 60028244 MECHANICAL DETAILS - SHEET 1 OF 5
B-M-502 60028245 MECHANICAL DETAILS - SHEET 2 OF 5
B-M-503 60028246 MECHANICAL DETAILS - SHEET 3 OF 5
B-M-504 60028247 MECHANICAL DETAILS - SHEET 4 OF 5
B-M-505 60028248 MECHANICAL DETAILS - SHEET 5 OF 5
B-M-601 60028249 MECHANICAL SCHEDULES - SHEET 1 OF 3
B-M-602 60028250 MECHANICAL SCHEDULES - SHEET 2 OF 3
B-M-603 60028251 MECHANICAL SCHEDULES - SHEET 3 OF 3
B-M-901 60028252 MECHANICAL CONTROLS - AHU
B-M-902 60028253 MECHANICAL CONTROLS - VAV
B-M-903 60028254 MECHANICAL CONTROLS - BOILER PLANT
B-M-904 60028255 MECHANICAL CONTROLS - ERV
B-M-905 60028256 MECHANICAL CONTROLS - HP HYDRONIC HEAT KIT
B-M-906 60028257 MECHANICAL CONTROLS - POWER VENTILATOR
B-M-907 60028258 MECHANICAL CONTROLS - MISCELLANEOUS - SHEET 1 OF 3
B-M-908 60028259 MECHANICAL CONTROLS - MISCELLANEOUS - SHEET 2 OF 3
B-M-909 60028260 MECHANICAL CONTROLS - MISCELLANEOUS - SHEET 3 OF 3
BUILDING 1450 - INDEX OF DRAWINGS
SHEET ID NAVFAC DWG NO. REVISIONS TITLEREV. NO. ASI NO.
GENERAL
B-G-001 60028140 2 ASI-003 COVER SHEET
B-G-011 60028141 2 ASI-003 INDEX OF DRAWINGS - SHEET 1 OF 2
B-G-012 60028142 1 ASI-003 INDEX OF DRAWINGS - SHEET 2 OF 2
B-G-100 60028143 VICINITY AND LOCATION PLANS
SITE DESIGN
B-G-020 60028144 NOTES, ABBREVIATIONS, LEGEND
B-V-101 60028145 EXISTING CONDITIONS AND DEMOITION PLAN
B-C-101 60028146 SITE IMPROVEMENTS PLAN
B-C-501 60028147 EROSION AND SEDIMENT CONTROL DETAILS
B-C-502 60028148 SITE IMPROVEMENTS DETAILS 1 OF 4
B-C-503 60028149 SITE IMPROVEMENTS DETAILS 2 OF 4
B-C-504 60028150 SITE IMPROVEMENTS DETAILS 3 OF 4
B-C-505 60028151 SITE IMPROVEMENTS DETAILS 4 OF 4
STRUCTURAL
B-S-001 60028152 STRUCTURAL GENERAL NOTES - SHEET 1 OF 4
B-S-002 60028153 STRUCTURAL GENERAL NOTES - SHEET 2 OF 4
B-S-003 60028154 STRUCTURAL GENERAL NOTES - SHEET 3 OF 4
B-S-004 60028155 STRUCTURAL GENERAL NOTES - SHEET 4 OF 4
B-S-101 60028156 STRUCTURAL FIRST FLOOR PLAN
B-S-102 60028157 STRUCTURAL SECOND FLOOR PLAN
B-S-103 60028158 STRUCTURAL ROOF PLAN
B-S-401 60028159 SECOND FLOOR PLAN - ENLARGED PART PLAN
B-S-510 60028160 STRUCTURAL CONCRETE DETAILS
B-S-511 60028161 STRUCTURAL CONCRETE DETAILS
B-S-520 60028162 1 ASI-002 TYPICAL CMU WALL DETAILS - SHEET 1 OF 4
B-S-521 60028163 1 ASI-002 TYPICAL CMU WALL DETAILS - SHEET 2 OF 4
B-S-522 60028164 TYPICAL CMU WALL DETAILS - SHEET 3 OF 4
B-S-523 60028165 TYPICAL CMU WALL DETAILS - SHEET 4 OF 4
B-S-524 60028166 MISCELLANEOUS DETAILS
B-S-525 60028167 EQUIPMENT SUPPORT DETAILS
B-S-526 60028168 CANOPY SUPPORT DETAILS
ARCHITECTURAL
B-A-001 60028169 ARCHITECTURAL ABBREVIATIONS AND GENERAL NOTES
B-A-002 60028170 ARCHITECTURAL STANDARDS
B-AD101 60028171 ARCHITECTURAL FIRST FLOOR DEMOLITION PLAN
B-AD102 60028172 ARCHITECTURAL SECOND FLOOR DEMOLITION PLAN
B-AD103 60028173 ARCHITECTURAL PHASING PLANS
B-A-101 60028174 ARCHITECTURAL FIRST FLOOR PLAN
B-A-102 60028175 1 ASI-002 ARCHITECTURAL SECOND FLOOR PLAN
B-A-103 60028176 1 ASI-003 ARCHITECTURAL FIRST FLOOR REFLECTIVE CEILING PLAN
B-A-104 60028177 1 ASI-003 ARCHITECTURAL SECOND FLOOR REFLECTIVE CEILING PLAN
B-A-105 60028178 ARCHITECTURAL ROOF PLAN
B-A-201 60028179 ARCHITECTURAL EXTERIOR ELEVATIONS
B-A-401 60028180 ARCHITECTURAL ENLARGED PLANS
B-A-402 60028181 ARCHITECTURAL INTERIOR ELEVATIONS
B-A-501 60028182 ARCHITECTURAL PARTITION TYPES, WALL SECTIONS AND DETAILS
B-A-502 60028183 ARCHITECTURAL HEAD, JAMB, AND SILL DETAILS
B-A-503 60028184 1 ASI-002 ARCHITECTURAL DETAILS - SHEET 1 OF 3
B-A-504 60028185 ARCHITECTURAL DETAILS - SHEET 2 OF 3
B-A-505 60028186 ARCHITECTURAL DETAILS - SHEET 3 OF 3
B-A-601 60028187 ARCHITECTURAL DOOR SCHEDULE AND DETAILS
B-A-602 60028188 1 ASI-003 ARCHITECTURAL FINISH SCHEDULE AND DETAILS
B-A-701 60028189 ARCHITECTURAL INTERIOR SIGNAGE FIRST FLOOR PLAN
B-A-702 60028190 ARCHITECTURAL INTERIOR SIGNAGE SECOND FLOOR PLAN
B-A-703 60028191 ARCHITECTURAL INTERIOR SIGNAGE SCHEDULE AND TYPICALS -
SHEET 1 OF 2
B-A-704 60028192 ARCHITECTURAL INTERIOR SIGNAGE SCHEDULE AND TYPICALS -
SHEET 2 OF 2
FIRE PROTECTION
B-F-001 60028193 LEGEND, ABBREVIATIONS AND SYMBOLS
B-F-002 60028194 CODE SUMMARY PLAN
B-F-101 60028195 LIFE SAFETY PLANS
B-F-102 60028196 HAZARD CLASSIFICATION PLANS
B-F-103 60028197 1 ASI-003 FIRE PROTECTION PLAN FIRST FLOOR
B-F-104 60028198 1 ASI-003 FIRE PROTECTION PLAN SECOND FLOOR
B-F-105 60028199 FIRE ALARM PLAN FIRST FLOOR
B-F-106 60028200 FIRE ALARM PLAN SECOND FLOOR
B-F-301 60028201 FIRE PROTECTION ELEVATION VIEW PLANS
B-F-401 60028202 FIRE PROTECTION ENLARGED PLANS
B-F-501 60028203 FIRE PROTECTION DETAILS
B-F-502 60028204 FIRE ALARM DETAILS
B-F-601 60028205 FIRE PROTECTION RISER DIAGRAM
B-F-602 60028206 FIRE ALARM RISER DIAGRAM
B-F-603 60028207 FA AND MNS FUNCTIONAL MATRIX
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4.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SY
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D
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C R
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DRAWFORM REVISION: 10 MAY 2014
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A/E INFO
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B. POTVIN
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100 NICKERSON ROAD
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
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BUILDING 1450 - INDEX OF DRAWINGS - CONTINUED
SHEET ID NAVFAC DWG NO. REVISIONS TITLEREV. NO. ASI NO.
ELECTRICAL
B-E-001 60028261 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
B-E-002 60028262 ELECTRICAL HAZARDOUS LOCATIONS OVERALL FLOOR PLAN
B-ED101 60028263 ELECTRICAL SITE DEMOLITION PLAN
B-ED102 60028264 ELECTRICAL FIRST FLOOR DEMOLITION PLAN
B-ED103 60028265 ELECTRICAL SECOND FLOOR DEMOLITION PLAN
B-ES101 60028266 ELECTRICAL SITE PLAN
B-E-101 60028267 ELECTRICAL OVERALL FIRST FLOOR PLAN
B-E-102 60028268 ELECTRICAL OVERALL SECOND FLOOR PLAN
B-E-103 60028269 1 ASI-003 ELECTRICAL FIRST FLOOR LIGHTING PLAN
B-E-104 60028270 1 ASI-003 ELECTRICAL SECOND FLOOR LIGHTING PLAN
B-E-105 60028271 ELECTRICAL FIRST FLOOR POWER PLAN
B-E-106 60028272 ELECTRICAL SECOND FLOOR POWER PLAN
B-E-107 60028273 ELECTRICAL FIRST FLOOR EQUIPMENT PLAN
B-E-108 60028274 ELECTRICAL SECOND FLOOR EQUIPMENT PLAN
B-E-401 60028275 ELECTRICAL ENLARGED PLANS
B-E-501 60028276 ELECTRICAL DETAILS AND SCHEDULES
B-E-502 60028277 ELECTRICAL DETAILS - SHEET 1 OF 6
B-E-503 60028278 ELECTRICAL DETAILS - SHEET 2 OF 6
B-E-504 60028279 ELECTRICAL DETAILS - SHEET 3 OF 6
B-E-505 60028280 ELECTRICAL DETAILS - SHEET 4 OF 6
B-E-506 60028281 ELECTRICAL DETAILS - SHEET 5 OF 6
B-E-507 60028282 ELECTRICAL DETAILS - SHEET 6 OF 6
B-E-601 60028283 ELECTRICAL ONE-LINE DIAGRAM
B-E-602 60028284 ELECTRICAL PANEL SCHEDULES - SHEET 1 OF 2
B-E-603 60028285 ELECTRICAL PANEL SCHEDULES - SHEET 2 OF 2
TELECOMMUNICATIONS
B-T-001 60028286 TELECOMMUNICATIONS ABBREVIATIONS AND GENERAL NOTES
B-TD101 60028287 TELECOMMUNICATIONS SITE DEMOLITION PLAN
B-TD102 60028288 TELECOMMUNICATIONS FIRST FLOOR DEMOLITION PLAN
B-TD103 60028289 TELECOMMUNICATIONS SECOND FLOOR DEMOLITION PLAN
B-TS101 60028290 TELECOMMUNICATIONS SITE PLAN
B-T-101 60028291 TELECOMMUNICATIONS FIRST FLOOR PLAN
B-T-102 60028292 TELECOMMUNICATIONS SECOND FLOOR PLAN
B-T-401 60028293 TELECOMMUNICATIONS FLOOR PLAN ENLARGED
B-T-501 60028294 TELECOMMUNICATIONS DETAILS - SHEET 1 OF 5
B-T-502 60028295 TELECOMMUNICATIONS DETAILS - SHEET 2 OF 5
B-T-503 60028296 TELECOMMUNICATIONS DETAILS - SHEET 3 OF 5
B-T-504 60028297 TELECOMMUNICATIONS DETAILS - SHEET 4 OF 5
B-T-505 60028298 TELECOMMUNICATIONS DETAILS - SHEET 5 OF 5
B-T-601 60028299 TELECOMMUNICATION RISER DIAGRAM
RE
VI
S I
ON
S
PE
R
A S I-0
D
EC
2 0
SCALE =
REGIONAL PLAN
1" = 5 Miles
SCALE =
SITE LOCATIONS
1" = 2000'
BLDG
HADNOT POINT
AREA
F I L E
A M
E
P
C
A D
S h e e t F i l e s C i v i l G
G e n e r a l G d w g
Y O
U T
M
E
B
G
O
T T
E D
W e d n e s d a y
N o v e m b e r p m
S E
R p a t r i c k b a r r e t t
M
ID
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D B
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N
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MM/DD/YY
B. POTVIN
N6247019D8027
100 NICKERSON ROAD
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
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M E
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F
A C
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I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
R
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
V
B E
P
Management Services
A/E INFO
V I C
I N
I T
Y
A
C A
T I O
N
P
L A
N S
SMA MPB MJC
AS NOTED
60028143
B-G-100
N
BU
IL
DI
NG
N
HADNOT POINT
AREA
N
W
V
E
R
S
N
E
A
R
Y
A
D
W
I
L
S
V
D
H O
L C
O M
B
B
L V
D
H
O
L
C
O
M
V
D
OVERALL LIMITS
OF CAMP LEJEUNE
LEGEND:
EXISTING PROPOSED
SITE BOUNDARY
CHAIN LINK FENCE
UNDERGROUND
COMMUNICATION
LINE
ELECTRICAL LINE
WATER LINE
MAJOR CONTOUR
MINOR CONTOUR
STORM DRAIN LINE
SEWER LINE
STEAM SERVICE
GATE VALVE
WATER SPIGOT
FIRE HYDRANT
ELECTRICAL
MANHOLE
ELECTRICAL
HANDHOLE
COMMUNICATIONS
HANDHOLE
LIGHT POLE
DOUBLE SWING GATE
SWING GATE
SLIDE FENCE GATE
BOLLARD
DRAIN MANHOLE
CATCH BASIN
SEWER MANHOLE
SEWER CLEAN OUT
33FT
UNOBSTRUCTED
ZONE
BUILDING
ASPHALT PAVEMENT
CONCRETE
PAVEMENT
GRAVEL
DEMOLISH
PAVEMENT
GOVERNMENT
PEDESTAL
FIRE DEPARTMENT
CONNECTION
ANCHOR BOLTS
GROUNDING RODS
DEMOLISH FEATURE
DEMOLISH FENCE/
UTILITY
ELEVATED STEAM PIT
13.00
12.50
E
S
X
C
E
W
D
S
S
X
UGE
C
X
X
D
ATFP ANTI-TERRORISM FORCE PROTECTION
ABA ARCHITECTURAL BARRIERS ACT
BIT BITUMINOUS
CB CATCH BASIN
CONC CONCRETE
DIA DIAMETER
EG EXISTING GRADE
EL ELEVATION
EP EXISTING PAVEMENT
HDPE HIGH DENSITY POLYETHYLENE
FF FINISHED FLOOR
FG FINISHED GRADE
FT FEET
INV INVERT
NAVFAC NAVAL FACILITIES ENGINEERING COMMAND,
MID-ATLANTIC
L LENGTH
LT LIGHT POLE
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
S SLOPE
SF SQUARE FEET
SMH SEWER MANHOLE
SOW SCOPE OF WORK
STA STATION
TYP TYPICAL
UNK UNKNOWN
WD WIDTH
ABBREVIATIONS:
GENERAL NOTES:
1. THIS PACKAGE IS LIMITED TO SITE PREPARATION, INITIAL
DEMOLITION, AND SITE LAYOUT.
2. EXISTING CONDITIONS SHOWN ARE BASED ON A FIELD SURVEY
CONDUCTED BY LANIER ENTITLED " DIVISION MOTOR-T FACILITY
REPAIRS BUILDING 1450 EXISTING CONDITIONS SURVEY" AND
PROVIDED TO TETRA TECH ON MAY 14 2020. INDICATED
INFRASTRUCTURE MAY NOT SPECIFICALLY IDENTIFY ALL
EXISTING FEATURES WITHIN THE SITE BOUNDARY. THE
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF
ANY DISCREPANCIES FOUND.
3. REFERENCED DATUM IS NAVD 1988 FEET.
4. EXISTING SURVEY MONUMENT OR CONTROL POINTS DISTURBED
OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION
SHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL
CONDITION.
5. THE CONTRACTOR SHALL DEVELOP HORIZONTAL AND VERTICAL
CONTROL FOR USE IN CONSTRUCTION ACTIVITIES. SURVEY
CONTROL SHALL TIE INTO CONTROL POINTS SHOWN IN THE
FINAL TOPOGRAPHIC SURVEY.
6. ALL ELEVATIONS AND DIMENSIONS/MEASUREMENTS ARE IN
FEET UNLESS OTHERWISE INDICATED.
7. REFER TO PROJECT SPECIFICATIONS FOR REFERENCES,
MATERIALS, SUBMITTAL REQUIREMENTS, AND PROJECT
EXECUTION.
SITE PREPARATION/DEMOLITION
NOTES:
1. LOCATIONS OF ALL EXISTING UTILITIES/ OBSTRUCTIONS/
SYSTEMS SHOWN HEREON ARE APPROXIMATE ONLY. ALL
UTILITIES/OBSTRUCTIONS/SYSTEMS MAY NOT BE SHOWN.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING OR REMOVING AND ABANDONING IN PLACE ALL
UTILITIES/CONSTRUCTIONS/ SYSTEMS WHETHER SHOWN OR
NOT SHOWN AS REQUIRED TO CONSTRUCT THE PROPOSED
FACILITY AT CONTRACTORS EXPENSE.
2. ALL REQUIRED DEMOLITION FOR CONSTRUCTION ACTIVITIES OR
SITE IMPROVEMENTS MAY NOT BE SHOWN. UNLESS OTHERWISE
NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DEMOLITION REQUIRED FOR CONSTRUCTION ACTIVITIES AND
CONSTRUCTION OF SITE IMPROVEMENTS AS NECESSARY
WHETHER SHOWN OR NOT.
3. CONTRACTOR SHALL OBTAIN ALL APPLICABLE DIG & UTILITY
PERMITS REQUIRED FOR CONSTRUCTION FROM THE
AUTHORITY HAVING JURISDICTION PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES.
4. CONTRACTOR TO ENSURE ANY EXISTING ASPHALT OR
CONCRETE PAVEMENT DISTURBED DURING CONSTRUCTION
ACTIVITIES IS TO BE REPLACED IN KIND. ANY DAMAGED
EXISTING PAVEMENT WILL BE REMOVED TO FULL DEPTH AND
REPLACED WITH MATERIALS MATCHING THE EXISTING
PAVEMENT SECTION DEPTHS.
5. CONSTRUCTION DEBRIS, INCLUDING BROKEN PAVEMENT, SHALL
BE REMOVED AND TRANSPORTED TO A DISPOSAL AREA OFFSITE
AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL IDENTIFY AN
AUTHORIZED DISPOSAL SITE OUTSIDE OF FACILITY AND SHALL
OBTAIN ALL REQUIRED HAUL AND DISPOSAL PERMITS. DISPOSAL
SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS
AND THE AUTHORITIES HAVING JURISDICTION.
6. ALL AREAS OUTSIDE LIMIT OF WORK DISTURBED BY
CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EXISTING
CONDITIONS OR BETTER AT NO ADDITIONAL COST TO THE
CONTRACT.
7. UNIDENTIFIED UTILITY/DRAINAGE CONFLICTS SHALL BE
BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR
DIRECTION.
8. CONTRACTOR SHALL ENSURE THAT ALL EXISTING CONCRETE
AND ASPHALT PAVEMENT HAVE BEEN SAWCUT SQUARE
LEAVING SOUND MATERIAL AND REMOVED TO THE LIMITS
SHOWN ON THE DRAWINGS. REMAINING SUB-BASE WILL BE
REMOVED OR PREPARED AS REQUIRED FOR THE PROPOSED
FINAL SURFACE TREATMENT.
9. ALL WORK BY THE CONTRACTOR SHALL BE DONE WITHIN THE
LIMITS OF WORK UNLESS OTHERWISE APPROVED IN WRITING. IN
THE EVENT THAT AN AREA IS DISTURBED OUTSIDE THE LIMITS IT
SHALL BE IMMEDIATELY RESTORED TO ITS ORIGINAL OR BETTER
CONDITION AS DETERMINED BY THE CONTRACTING OFFICER
AND AT THE CONTRACTORS EXPENSE.
10. ALL UTILITIES/OBSTRUCTIONS/SYSTEMS MAY NOT BE SHOWN.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
REMOVING/ABANDONING IN PLACE ALL
UTILITIES/OBSTRUCTIONS/SYSTEMS WHETHER SHOWN OR NOT
SHOWN AS REQUIRED TO CONSTRUCT THE PROPOSED FACILITY.
11. DIG PERMITS, IF NECESSARY, SHALL BE OBTAINED BY
CONTRACTOR AS REQUIRED FROM THE APPROPRIATE
AUTHORITIES HAVING JURISDICTION.
12. THE CONTRACTOR SHALL ENSURE THAT VEGETATION IS
CLEARED AND GRUBBED AS REQUIRED PER SPECIFICATIONS.
13. UNIDENTIFIED OPERATIONAL UTILITY/DRAINAGE CONFLICTS
SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S
ATTENTION FOR DIRECTION.
14. CONTRACTOR SHALL ENSURE THAT ALL UTILITIES, INCLUDING
SEWER, WATER, ELECTRIC, COMMUNICATION AND DRAINAGE
HAVE BEEN ABANDONED IN PLACE, REMOVED AND REMAINING
ENDS CAPPED, OR RELOCATED AS REQUIRED TO CONSTRUCT
THE PROPOSED FEATURES.
15. SOIL OR OTHER MATERIAL THAT IS CONTAMINATED OR
SUSPECTED OF BEING CONTAMINATED SHALL BE HANDLED IN
ACCORDANCE WITH SPECIFICATION (02 61 13) AND THE
CONTRACTING OFFICER SHALL BE ALERTED IN WRITING.
16. LIMITS OF REMOVAL AND/OR ABANDONMENT ARE SHOWN FOR
REPRESENTATIVE PURPOSES ONLY. THESE LIMITS MAY BE
EXPANDED OR REDUCED DEPENDENT ON ACTUAL SITE
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
CONTRACTOR SHALL COORDINATE FINAL LIMITS WITH
CONTRACTING OFFICER. CONTRACTOR SHALL REFER TO
SPECIFICATIONS FOR ADDITIONAL INFORMATION ON REMOVAL
OR ABANDONMENT.
EROSION CONTROL NOTES:
1. DURING CONSTRUCTION AND THEREAFTER, ALL EROSION AND
SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED AND
MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS AND THE CONTRACTOR'S SEDIMENTATION AND
EROSION CONTROL PLAN.
2. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET
FIELD CONDITIONS AT THE TIME OF AND DURING ALL PHASES OF
CONSTRUCTION AND BE CONSTRUCTED PRIOR TO AND
IMMEDIATELY AFTER ANY GRADING OR DISTURBANCE OF
EXISTING SURFACE MATERIAL ON THE SITE.
3. WEEKLY INSPECTION AND MAINTENANCE OF ALL SEDIMENT
CONTROL STRUCTURES SHALL BE PROVIDED TO INSURE THAT
THE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ENSURING THAT NO SEDIMENT
LEAVES THE LIMIT OF WORK. SEDIMENT CONTROL MEASURES
SHALL BE IN WORKING CONDITION AT THE END OF EACH DAY.
4. THE CONTRACTOR SHALL PREVENT MUD/MATERIAL FROM BEING
TRACKED OFF SITE.
5. ALL CONSTRUCTION INGRESS AND EGRESS POINTS SHALL BE
PROTECTED WITH A STABILIZED CONSTRUCTION
ENTRANCE/EXIT WITH WASH DOWN FACILITIES TO PREVENT
TRACKING OF SEDIMENT ONTO EXISTING OR PROPOSED ROADS.
6. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY
STORMWATER COLLECTION SYSTEM. ALL DRAINAGE SWALES
AND GROUND SURFACES WITHIN THE LIMIT OF WORK SHALL BE
PROTECTED.
7. TEMPORARY EROSION CONTROL MEASURES INCLUDE THE USE
OF SEDIMENT BARRIERS (SAND BAGS), STABILIZED
CONSTRUCTION ENTRANCE/EXIT, CATCH BASIN INLET
PROTECTION.
8. ALL STOCKPILES SHALL BE PROTECTED AND LOCATED A
MINIMUM OF 100 FEET AWAY FROM EXISTING WATER BODIES OR
WETLANDS AND WITHIN THE LIMIT OF WORK. SOIL STOCKPILES
SHALL BE PROTECTED FROM CONTACT WITH PERIMETER
SEDIMENT BARRIERS. A COVER (TARP) OR APPROPRIATE
TEMPORARY STABILIZATION WILL BE PROVIDED TO MINIMIZE
SEDIMENT EROSION. STOCKPILES THAT WILL BE EXPOSED FOR
LONGER THAN 14 CALENDAR DAYS SHALL BE SEEDED.
9. ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES
SHALL BE LEGALLY DISPOSED OF OFF-SITE.
10. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND LEGAL
DISPOSAL OF ALL EROSION AND SEDIMENT CONTROLS AT THE
COMPLETION OF THE SITE CONSTRUCTION.
SITE LAYOUT NOTES:
1. ALL CONCRETE PAD & FENCE LAYOUT DIMENSIONS SHOWN ON
THE SITE PLAN ARE NOTIONAL. SHOWN EQUIPMENT MAY DIFFER
FROM INSTALLED EQUIPMENT. THE CONTRACTOR SHALL
DETERMINE AND VERIFY ACTUAL EQUIPMENT DIMENSIONS
PRIOR TO INSTALLATION TO ENSURE CONCRETE PADS AND
FENCE DETAILS ARE OF ADEQUATE SIZE FOR THE PURPOSE
INTENDED.
2. ALL BUILDING LAYOUT DIMENSIONS ARE TO THE OUTSIDE EDGE
OF THE BUILDING FOOTING.
3. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION, STAIR
AND WALKWAY INFORMATION.
UTILITY NOTES:
1. NO TRENCH OR STRUCTURE SHALL BE BACKFILLED PRIOR TO
CONTRACTING OFFICER APPROVAL.
2. REFER TO SPECIFICATIONS FOR MINIMUM VERTICAL AND
HORIZONTAL CLEARANCES FOR WATER AND SEWER PIPE. ALL
OTHER PIPES SHALL MAINTAIN A MINIMUM VERTICAL
CLEARANCE OF 1 FOOT.
3. CONTRACTOR SHALL FIELD VERIFY THE DEPTH AND LOCATION
OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO
EXCAVATION AND SHALL PROTECT ALL EXISTING UTILITIES
DURING CONSTRUCTION. UTILITIES SHOWN ON THE DRAWINGS
ARE BASED ON THE BEST AVAILABLE INFORMATION, AND MAY
NOT REFLECT THE ACTUAL FIELD CONDITIONS OR LOCATIONS
OF UNDERGROUND STRUCTURES OR EXISTING UTILITIES.
4. MAINTAIN EXISTING WATER AND SEWER SERVICE DURING
CONSTRUCTION.
5. SEE UTILITY DETAILS FOR MINIMUM COVER OF UTILITIES UNDER
FINISH GRADE CONDITIONS.
N O
T E
B
R E
V I A
T I O
N S
L E
G E
N D
SMA MPB MJC
AS NOTED
60028144
B-G-020
BU
IL
DI
NG
F I
M
E
P
C
A D
S h e e t F i l e s C i v i l G
G e n e r a l G d
Y O
M
E
B
G
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
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D
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N
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Y
R
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A I R
S M
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P
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E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
G W
O O
D
S
T R
E E
T
C
L
C
L
EXISTING BUILDING
S1329
EXISTING BUILDING
1 STORY BRICK
(FF=26.51')
EXISTING STRUCTURE
VINYL TARP
1450A
EXISTING STRUCTURE
VINYL TARP
1450B
EXISTING STRUCTURE
VINYL TARP
1450C
EXISTING
BUILDING
METAL
15" RCP
18" RCP
24" RCP
24" R
CP
P
" R
C P
R
C P
R
C P
R
C P
R
C P
R
C P
R
C P
R
C P
R
C P
W
A T
E R
4" WATER
T
E
R
W
A T
N
E
6" WATER
T
E
R
T
E
R
W
A T
E R
W
A T
E R
W
A T
E R
R
C
P
8" WATER
W
A T
E R
C
8" P
V C
8" PVC
P
V C
8" PVC
P
V C
R
C P
P
8" DRAIN
8" DRAIN
SITE CONTROL
EXISTING PK NAIL
N:337383.40
E:2501505.95
ELEV:24.83'
EXISTING BUILDING
1 STORY BRICK
BRASS DISK
"1450 A CONTROL"
N:337000.92
E:2501775.71
ELEV:24.72'
RAISED
CONCRETE
SIDEWALK
TRANSFORMER
RAISED
CONCRETE PAD
CONCRETE
RAMP
FADED PAVEMENT
MARKING (TYP)
F I
M
E
P
C
A D
S h e e t F i l e s S u r v e y V d
Y O
M
E
B
V
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
TL
A N
TI
C
D
IV
IS
IO
N
D
V
I S
I O
N
M
O T
O R
C
I L
I T
Y
R
E P
A I R
S M
M
P
L
E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
GRAPHIC SCALE
DIM. NOTE & NORTH
N
EXISTING CONDITIONS AND DEMOLITION PLAN
1"=40'
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN FEET
UNLESS OTHERWISE NOTED
SHEET NOTES
1. EXISTING CONDITIONS SHOWN ARE BASED ON A FIELD SURVEY
CONDUCTED BY LANIER ENTITLED " DIVISION MOTOR-T FACILITY
REPAIRS BUILDING 1450 EXISTING CONDITIONS SURVEY" AND
PROVIDED TO TETRA TECH ON MAY 14 2020. INDICATED
INFRASTRUCTURE MAY NOT SPECIFICALLY IDENTIFY ALL
EXISTING FEATURES WITHIN THE SITE BOUNDARY.
2. PRIOR TO STARTING DEMOLITION AND/OR RENOVATION ON ANY
STRUCTURES OR UTILITIES, THE CONTRACTOR MUST
FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF ANY
STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL DEVELOP
A PLAN OF DEMOLITION AND/OR RENOVATION THAT ENSURES
ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PROVIDE
ANY TEMPORARY SHORING, SHEETING OR SUPPORT REQUIRED
TO COMPLETE WORK IN A SAFE MANNER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL
FACILITIES TO BE RENOVATED PRIOR TO DEMOLITION AND
CONSTRUCTION.
4. TENANTS SHALL LOAD CONEX BOXES WITH TOOLS AND
EQUIPMENT. COORDINATE WITH CONTRACTING OFFICER TO
IDENTIFY ON SITE LOCATION FOR CONEX BOXES. TENANTS
SHALL RELOCATE TO TEMPORARY TRAILERS DURING
RENOVATION.
5. REMOVE ALL ELEVATED STEAM PITS WITHIN SITE BOUNDARY.
6. REMOVE ALL FENCE GATES WITHIN THE SITE BOUNDARY.
7. REMOVE AND SAW CUT CLEAR DAMAGED CONCRETE ON SITE.
REMOVE SIDEWALKS AND BOLLARDS IN CONFLICT WITH NEW
MECHANICAL EQUIPMENT.
8. PROTECT AND MAINTAIN EXISTING UTILITY SERVICES DURING
CONSTRUCTION.
9. WASH RACKS HAVE DAMAGED CONCRETE. SAWCUT CLEAN
EDGES AND REMOVE LOOSE CONCRETE.
10. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION
INCLUDING BUT NOT LIMITED TO DEMOLITION OF EXISTING
TRANSFORMER, CONDUITS, AND MANHOLES.
E X
I S
T I N
G
C
O N
D I T
I O
M
O L I T
I O
N
P
L A
N
SMA MPB MJC
AS NOTED
60028145
B-V-101
BU
IL
DI
NG
EXISTING BUILDING
1 STORY BRICK
(FF=26.51')
EXISTING STRUCTURE
VINYL TARP
1450A
EXISTING STRUCTURE
VINYL TARP
1450B
EXISTING STRUCTURE
VINYL TARP
1450C
EXISTING
BUILDING
METAL
E
E
E
E E
E
E
E
E E
E E
E
E
E
E
E E
E
E
E
E E
E E
E E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
X X
X
33'
(TYP)
9'
F I
M
E
P
C
A D
S h e e t F i l e s C i v i l C
S i t e C d
Y O
M
E
B
C
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
TL
A N
TI
C
D
IV
IS
IO
N
D
V
I S
I O
N
M
O T
O R
C
I L
I T
Y
R
E P
A I R
S M
M
P
L
E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
GRAPHIC SCALE
DIM. NOTE & NORTH
N
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
FEET UNLESS OTHERWISE NOTED
SITE IMPROVEMENTS PLAN
1"=40'
BU
IL
DI
NG
S I T
E
I M
P R
O V
E M
E N
A
N
SMA SMA MJC
AS NOTED
60028146
B-C-101
SHEET NOTES
1. REPLACE ALL FENCE GATES WITHIN THE SITE BOUNDARY. NEW
GATES SHALL MATCH EXISTING GATE DIMENSIONS AND STYLE.
2. REPAINT ALL PAVEMENT MARKINGS WITHIN THE SITE
BOUNDARY.
3. REPAINT ALL EXISTING BOLLARDS TO REMAIN.
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING
ANY SITE FEATURES DAMAGED DURING CONSTRUCTION
INCLUDING BUT NOT LIMITED TO PAVEMENT DAMAGED BY
TEMPORARY TRAILERS AND CONEX BOXES.
5. CONTRACTOR TO PROVIDE TEMPORARY FIRE ALARM SERVICE
TO BACKFEED THE FACILITY DURING CONSTRUCTION.
6. WASH RACKS HAVE DAMAGED CONCRETE. APPLY BONDING
AGENT TO CLEAN SAWCUT EDGES AND PATCH CONCRETE.
7. REPLACE ALL EXISTING HOSE BIBS WITH FREEZE PROOF HOSE
BIB. MATCH EXISTING SPIGOT DIMENSIONS.
9. PROPOSED DOWNSPOUT ADAPTERS SHALL CONNECT INTO
EXISTING ROOF DRAIN SYSTEM. (SEE PLUMBING DRAWINGS)
SEDIMENT SEDIMENT
SAND BAG DETAIL
NONE
NOTES:
1. STOCKPILED DIRT AND OTHER CONSTRUCTION RELATED MATERIALS SHALL BE
CONTAINED WITH SANDBAGS TO PREVENT TRANSPORT TO THE STORM DRAIN
COLLECTION SYSTEM.
2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE
PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATER.
3. ALL STOCKPILE LOCATIONS, INCLUDING DETAILED EROSION CONTROL PLANS,
SHALL BE APPROVED BY THE CONSTRUCTION OFFICER.
SCALE =
MATERIAL STOCKPILE
NONE
NOTES:
1. SAND BAGS SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE
ADJACENT SAND BAGS.
2. SAND BAGS SHALL BE SECURELY PLACED AND EACH SHALL BE ANGLED TOWARD
PREVIOUSLY LAID BAG TO FORCE BAGS TOGETHER.
3. INSPECTION SHALL BE DAILY AND REPAIR OR REPLACEMENT SHALL BE MADE
PROMPTLY AS NEEDED.
PLAN
SECTION
SCALE =
CATCH BASIN
SEDIMENT CONTROL
NONE
FLOW
NOTES:
1. SAND BAGS SHALL BE UTILIZED FOR EROSION AND SEDIMENT
CONTROL MEASURES AS REQUIRED BY CONTRACTING OFFICER.
SAND BAGS (TYP.)
SANDBAGS, SILT FENCE OR HAY BALES
PLACED TIGHTLY TOGETHER
ALL AROUND MATERIAL (SEE NOTE 1)
STOCKPILED
MATERIAL
EXISTING CATCH BASIN FRAME
AND GRATE
PRIOR TO CONSTRUCTION, PLACE SAND
BAGS AROUND ALL CATCH BASIN GRATES
TO TRAP SEDIMENT UNTIL AREA DRAINING
TO DRAIN INLET IS STABILIZED
EXISTING
GRADE/TURF
INSTALL SEDIMENT SOCK PRIOR
TO CONSTRUCTION AND
MAINTAIN
EXISTING
PAVEMENT
F I
M
E
P
C
A D
S h e e t F i l e s C i v i l C
S i t e B
C d
Y O
M
E
B
C
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
TL
A N
TI
C
D
IV
IS
IO
N
D
V
I S
I O
N
M
O T
O R
C
I L
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Y
R
E P
A I R
S M
M
P
L
E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
INCHES UNLESS OTHERWISE NOTED
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
O L
D
E T
A I L S
SMA MPB MCC
AS NOTED
60028147
B-C-501
BU
IL
DI
NG
DIM. NOTE
DOUBLE SWING
GATE DETAIL
NONE
F
S
D
A
T
E
3 STRANDS OF BARBED
WIRE CONFIGURED
VERTICALLY
CHAIN-LINK FABRIC
GATE FRAME
DIRECTION OF GATE
SWING (TYP)
3 STRANDS OF BARBED
WIRE (TYP)
GATE KEEPER,
INSTALLED AS
RECOMMENDED BY
MANUFACTURER
3 STRANDS OF BARBED
WIRE (TYP)
CHAIN-LINK
FABRIC
TENSION WIRE
LINE POST
TRUSS
ROD (TYP)
GRADE LINE
BOTTOM TENSION
WIRE
HINGES
(TYP)
BRACE RAIL
(TYP)
GATE
FRAME
0.5 Ø TRUSS
RODS (TYP)
16 Ø MIN. FOR GATE
POSTS 100 O.D. AND
LESS (REFER TO
SPECIFICATION FOR
CONCRETE STRENGTH)
LINE POST
DROP ROD
LATCH
ASSEMBLY
NOTES:
1. TIES, RAILS, POSTS, TRUSS RODS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE GATE. CHAIN LINK FABRIC SHALL BE PLACED ON THE NON-SECURED SIDE OF THE GATE.
2. ALL GATE FRAME JOINTS SHALL BE WELDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.
3. GATE POSTS SHALL BE GALVANIZED STEEL PIPE HAVING A MINIMUM OUTSIDE DIAMETER OF 6-5/8" AND A MINIMUM WALL THICKNESS OF
". PIPE PROVIDED SHALL HAVE A MIN TENSILE STRENGTH OF 48,000 PSI AND HAVE A MIN YIELD STRENGTH OF 29,000 PSI.
4. GATE FRAME MEMBERS SHALL BE ALUMINUM. VERTICAL MEMBERS OF FRAME SHALL BE 2 INCH SQUARE TUBES (MINIMUM) WEIGHING AT LEAST 10 LB/FT. HORIZONTAL MEMBERS SHALL BE 2 IN X 4 IN (MINIMUM) IN CROSS SECTION AND WEIGH AT LEAST 40 LB/FT.
5. ALL GATE HARDWARE AND APPURTENANCES SHALL BE GALVANIZED STEEL UNLESS OTHERWISE SPECIFIED.
6. CLEARANCE BETWEEN BOTTOM OF GATE AND FINISH GRADE SHALL NOT EXCEED 2 IN.
7. FENCES SHALL BE GROUNDED ON EACH SIDE OF ALL GATES, AT EACH CORNER, AND WHERE THE FENCE ALIGNMENT CHANGES MORE THAN 15 DEGREES. GROUNDING LOCATIONS SHALL NOT EXCEED 650 FT. EACH GATE PANEL SHALL BE BONDED WITH A
FLEXIBLE BOND STRAP TO ITS GATE POST.
8. EMBEDMENT REQUIREMENTS WILL BE PER MANUFACTURER'S REQUIREMENTS
S E
E
N
O T
E
PLAN VIEW
GATE OPENING ACCESS DRIVE (SEE SITE IMPROVEMENTS PLAN)
F I
M
E
P
C
A D
S h e e t F i l e s C i v i l C
S i t e B
C d
Y O
M
E
B
C
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
TL
A N
TI
C
D
IV
IS
IO
N
D
V
I S
I O
N
M
O T
O R
C
I L
I T
Y
R
E P
A I R
S M
M
P
L
E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
INCHES UNLESS OTHERWISE NOTED
S I T
E
I M
P R
O V
E M
E N
T
A I
F
SMA MPB MCC
AS NOTED
60028148
B-C-502
BU
IL
DI
NG
GATE KEEPER
NONE
SCALE =
DROP ROD ASSEMBLY
NONE
SCALE =
LATCH ASSEMBLY
NONE
SCALE =
STANDARD HINGE
NONE
PLANSECTION
SCALE =
GATE POST DETAIL AT
CURB AND GUTTER
NONE
SCALE =
OFFSET HINGE
NONE
NOTES:
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF
FENCE SECTIONS AND METHODS OF INSTALLATION.
2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE
ALIGNMENT. CHAIN-LINK FABRIC SHALL PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.
3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED
WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.
4. FENCES SHALL BE GROUNDED ON EACH SIDE OF ALL GATES, AT EACH CORNER, AND WHERE THE
FENCE ALIGNMENT CHANGES MORE THAN 15 DEGREES. GROUNDING LOCATIONS SHALL NOT EXCEED
650 FT. EACH GATE PANEL SHALL BE BONDED WITH A FLEXIBLE BOND STRAP TO ITS GATE POST.
5. DOUBLE SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, LATCH ASSEMBLY WITH PADLOCK
EYE, AND GATE KEEPERS EXCEPT AS NOTED.
6. ALL GATE FRAMES SHALL BE A MINIMUM 1.9" NOMINAL (ROUND) OR 2" NOMINAL (SQUARE). GATE
FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY DUTY
FITTINGS. AT THE CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF
TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.
7. CHAIN LINK FENCE AND MATERIALS SHALL BE HOT DIP GALVANIZED.
8. INDICATES EMBEDMENT DEPTH IN DRY COMPACTED SOIL. IF UNSUITABLE MATERIAL IS FOUND, THEN
THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER FOR INSTRUCTION.
PADLOCK EYE
NEW GATE
WASHER
" EXP. JOINT
NEW CURB &
GUTTER
STANDARD
HINGE
EXIST. CURB
NEW GATE
POST FOOTING
GATE
POST
SAWCUT CURB
FULL DEPTH
EXIST. CURB
& GUTTER
" EXP. JOINT
GATE
SAWCUT
GUTTER 3" MIN.
CHAIN LINK
FENCE
VARIES (SEE PLANS)
V A
R I E
S
S
A
N S
M
A X
CONNECT TO
EXISTING STEEL
SUPPORT PIPE
LATCH ASSEMBLY
(SEE DETAIL)
SCALE =
PEDESTRIAN GATE
NONE
SCALE =
BITUMINOUS PAVEMENT
NONE
ASPHALT CONCRETE TOP COURSE
PER SPECIFICATION 32 12 16
AGGREGATE BASE COURSE PER
SPECIFICATION 32 11 23 COMPACTED TO
100% OF MAXIMUM DENSITY
SUBGRADE SHALL BE SCARIFIED THEN
COMPACTED TO 95% MAXIMUM
DENSITY FOR A DEPTH OF 8
ASPHALT CONCRETE BASE COURSE
PER SPECIFICATION 32 11 27
NOTES:
1. PROVIDE PRIME COAT IF THE AGGREGATE BASE COURSE IS EXPOSED FOR GREATER THAN 7
DAYS OR IF A STORM EVENT OCCURS PRIOR TO ASPHALT PLACEMENT.
SCALE =
CONCRETE PAVEMENT
NONE
CONCRETE PAVEMENT
SUBGRADE SHALL BE SCARIFIED THEN
COMPACTED TO 95% MAXIMUM
DENSITY FOR A DEPTH OF 8
F I
M
E
P
C
A D
S h e e t F i l e s C i v i l C
S i t e B
C d
Y O
M
E
B
C
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
TL
A N
TI
C
D
IV
IS
IO
N
D
V
I S
I O
N
M
O T
O R
C
I L
I T
Y
R
E P
A I R
S M
M
P
L
E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
INCHES UNLESS OTHERWISE NOTED
S I T
E
I M
P R
O V
E M
E N
T
A I
F
SMA MPB MCC
AS NOTED
60028149
B-C-503
BU
IL
DI
NG
LINE POST ATTACHMENT
NONE
I
SCALE =
TRUSS ROD AND BAND
NONE
J
NOTES:
1. ONLY 11 GA GALVANIZED STEEL TIE WIRES SHALL BE USED FOR FASTENING THE FENCE FABRIC TO FENCE POSTS
AND RAILS. 18 GA GALVANIZED STEEL TIE WIRES SHALL BE USED FOR FASTENING FENCE FABRIC TO TENSION WIRES.
2. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS AS SHOWN. ADDITIONAL HOLES SHALL BE DRILLED
THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.
3. BARBED WIRE AND TENSION WIRE SHALL BE TENSIONED TO ELIMINATE SAG.
4. BARBED WIRE SUPPORTING ARM MATERIAL IS 16 GA GALVANIZED STEEL SHEETING BENT AT A
" BEND RADIUS. CAP
MATERIAL IS 16 GA GALVANIZED STEEL.
5. ALL CONNECTING HARDWARE WILL BE DESIGNED/SIZED FOR FENCE TENSION REQUIREMENTS BY THE
MANUFACTURER AND PROVIDED BY THE SAME.
6. MAXIMUM DISTANCE BETWEEN PULL POSTS OR PULL POSTS AND CORNER/END POSTS SHALL BE 330 FEET.
7. FENCE FABRIC WILL BE DRAWN TAUT AND SECURED TO POSTS AND RAILS TO PROVIDE A SMOOTH PLANE.
8. FENCES SHALL BE GROUNDED ON EACH SIDE OF ALL GATES, AT EACH CORNER, AND WHERE THE FENCE ALIGNMENT
CHANGES MORE THAN 15 DEGREES. GROUNDING LOCATION SHALL NOT EXCEED 650 FEET. EACH GATE PANEL SHALL
BE BONDED WITH A FLEXIBLE BOND STRAP TO ITS GATE POST.
9. INDICATES EMBEDMENT DEPTH IN DRY COMPACTED SOIL. IF UNSUITABLE MATERIAL IS FOUND, THEN THE
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER FOR INSTRUCTIONS.'
10. BARBED WIRE REPAIR TO BE MADE AS SHOWN ON THE PLANS.
STEEL POST SCHEDULE
CORNER AND END POSTS TUBULAR -
ROUND
2-7/8"
PULL POSTS TUBULAR - ROUND 2-7/8"
LINE POSTS TUBULAR - ROUND 2-3/8"
TOP, BOTTOM AND BRACE RAILS
TUBULAR - ROUND
1-5/8"
T
Y P
POST DIA
CORNER POST
LINE POST
SCALE =
BRACE RAIL ATTACHMENT
NONE
H
SCALE =
TENSION WIRE ATTACHMENT
NONE
E
SCALE =
BOTTOM RAIL DETAILS
NONE
B
SCALE =
TENSION BAR CONNECTION
NONE
C
SCALE =
BRACE RAIL CLAMP DETAIL
NONE
F
SCALE =
TENSION WIRE CONNECTION
NONE
G
SCALE =
EXTENSION ARM DETAILS
NONE
D
SCALE =
BRACE PANEL DETAIL
NONE
A
16" DIA
MIN
M
T
E
M
I N
T
Y P
12" DIA
MIN (TYP)
10' 10' OC MAX
LINE POSTS TO BE EQUALLY SPACED
T
E
M
Y P
M
A X
M
O
G
A
D E
12" (TYP)
10' 10' MAX
1" MAX TO BOTTOM
OF FABRIC
T
Y P
T
Y P
12"
Y
P
Y
P
12"
NOTE: FABRIC NOT SHOWN.
F A
B R
D
SCALE =
ATFP SECURITY FENCE DETAIL
NONE
SCALE =
SURFACE MOUNT
SINGLE KNOX BOX
NONE
7 WIDE
H
I G
H
FABRIC
11 GA GALVANIZED STEEL TIE
WIRES (24" OC MAX)
11 GA GALVANIZED STEEL TIE WIRE (14" OC
MAX AND WITHIN 4" FROM TOP AND BOTTOM
OF FABRIC)
ENDS TWISTED AT LEAST 3 FULL
TURNS (TYP)
TRUSS ROD
" MIN DIA)
CONCRETE BASE
TENSION WIRE
TENSION WIRE
TURNBUCKLE
TURNBUCKLE
END, CORNER, OR
PULL POST
END, CORNER, OR
PULL POST
SWAG OR TENSION
CONNECTOR
SWAG OR TENSION
CONNECTOR
FABRIC
18 GA GALVANIZED STEEL TIE
WIRES (15" OC MAX)
TENSION WIRE
TENSION BAND (15" OC MAX AND WITHIN 4" FROM
TOP AND BOTTOM OF FABRIC)
FABRIC
TENSION BAR
CARRIAGE BOLT
TENSION BAR TO
ENGAGE EACH
FABRIC LINK
LINE POST
CHAIN-LINK FABRIC
(9 GA, 2" MESH)
BOTTOM
OF
FABRIC
LINE
POST
BOTTOM
RAIL
GRADE
CONCRETE BASE (REFER
TO SPECIFICATIONS)
TIE WIRES OR
CLIPS (TYP)
TRUSS ROD
MIN DIA
BRACE RAIL
TENSION WIRE
BARBED-WIRE APRON ON
EXTENSION ARMS
CORNER,
END, OR
PULL POST
BRACE RAIL
LINE POST
LINE POST
BOTTOM RAIL
BRACE RAIL
PULL POST
TENSION WIRE
TRUSS ROD
TRUSS ROD
DOUBLE RAIL END
CARRIAGE BOLT
WITH PEENED
THREADS
FABRIC
BOTTOM RAIL
11 GA GALVANIZED
STEEL TIE WIRES
(12" OC MAX)
LINE POST
LOCK PIN (TYP)
" PLAIN PIN
RIVETED FLUSH (TYP)
" PLAIN PIN
RIVETED FLUSH (TYP)
LOCK PIN
(TYP)
BARBED
WIRE (TYP)
TENSION BAND
TENSION ROD
" MIN DIA)
SINGLE STRAND BARBED TAPE
ATTACHED TO TOP OF FABRIC
OPENING FOR
TOP RAIL
BARBED-WIRE APRON ON
EXTENSION ARMS
HEAVY 1/8" STAINLESS
STEEL LOCK COVER
STAINLESS STEEL
DOOR HINGE
HINGED DOOR
(DEAD BAR PROTECTED)
HOLE FOR
TAMPER SEAL
5/8" SOLID STEEL PLATE
DOOR WITH GASKET
F I
M
E
P
C
A D
S h e e t F i l e s C i v i l C
S i t e B
C d
Y O
M
E
B
C
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
TL
A N
TI
C
D
IV
IS
IO
N
D
V
I S
I O
N
M
O T
O R
C
I L
I T
Y
R
E P
A I R
S M
M
P
L
E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
INCHES UNLESS OTHERWISE NOTED
S I T
E
I M
P R
O V
E M
E N
T
A I
F
SMA MPB MCC
AS NOTED
60028150
B-C-504
BU
IL
DI
NG
FREEZE PROOF
WATER SPIGOT
N.T.S.
M
V
E R
P R
E S
S U
P
E
T
Y P
P
C
O M
P A
C T
E D
B E
D D
I N
G
18 (MIN) FOR PIPES UP TO 6 DIA.
FOR PIPES LARGER THAN 6 DIA
WIDTH SHALL BE 9 ON EACH
SIDE PLUS PIPE DIAMETER.
6 - 9 (TYP ON SIDES)
PAVEDUNPAVED
SCALE =
PIPE TRENCH DETAIL
NONE
NOTE:
1. CONCRETE CURB SHALL BE PER SPECIFICATION 32 16 19.01 00
"CONCRETE, CURBS, GUTTERS, AND SIDEWALKS"
SCALE =
CONCRETE CURB DETAIL
N.T.S.
W =
- 1
SCALE =
CONSTRUCTION JOINT
N.T.S.
1 2
W
NOTES:
1. MAXIMUM SPACING BETWEEN EXPANSION JOINTS IS 72 FT.
2. EXPANSION JOINT FILLER SHALL CONFORM TO ASTM D1751 OR ASTM D1752.
NOTE:
1. MAXIMUM SPACING BETWEEN CONSTRUCTION JOINTS IS 18 FT.
SCALE =
EXPANSION JOINT
N.T.S.
PLACE TRENCH BEDDING AND
INITIAL BACKFILL AGAINST
UNDISTURBED SIDES &
BOTTOM OF TRENCH TO 12
ABOVE TOP OF PIPE (MIN)
FINISH GRADE
EXISTING GROUND
SURFACE
SEE ROADWAY/CONCRETE
DETAILS FOR PAVEMENT
REQUIREMENTS
PLACE BURIED WARNING AND
IDENTIFICATION TAPE PER
SPECIFICATION 31 00 00
COMPACTED SATISFACTORY
MATERIAL
JOINT SEALER
PREFORMED FILLER
REINFORCEMENT TO BE
CONTINUOUS THROUGH
CONSTRUCTION JOINT
SUB-GRADE SHALL BE UNDISTURBED NATIVE MATERIAL OR
MINIMUM 6 OF COMPACTED (95%) SUBGRADE CONSISTING OF
SUITABLE SELECT GRANULAR MATERIAL WHERE FILL IS REQUIRED.
RADIUS TOOLED EDGE
COMPACTED GRADED CRUSHED AGGREGATE BASE COURSE
PER SPECIFICATION 32 11 23
2% CROSS SLOPE (TYP)
SEE PLANS
M
I N
6 MIN
CROWN CONCRETE
8 Ø STEEL PIPE GUARD POST
PER SPECIFICATION 05 50 13,
FILLED WITH CONCRETE &
PAINTED SAFETY YELLOW
FINISHED GRADE
CONCRETE PER
SPECIFICATION 05 50 13
SCALE =
CONCRETE FILLED
BOLLARD SECTION
NONE
COMPACTED SUBGRADE
TO GEOTECH
SPECIFICATIONS
6 REVEAL
WITH
RADIUS
PAVEMENT AND
SUBBASE AS
REQUIRED
CONCRETE
CURB
TREATMENT AS
REQUIRED
COMPACTED GRADED
CRUSHED AGGREGATE
CEMENT CONCRETE
SEE SPECIFICATIONS
1 HOSE SPIGOT
1" FEMALE CONNECT
TO EXISTING WATER
SERVICE
FINISHED SURFACE
DRAIN PORT
PORTLAND CEMENT CONCRETE
PER SPECIFICATION 32 16 19
#4 @ 18 EW (MIDDLE)
OR WELDED WIRE FABRIC
SCALE =
CONCRETE
SIDEWALK SECTION
NONE
1.5" - 2.25"
50% TO 60% OF
BASE DIAMETER
0.9" - 1.3"
C-505
B
EDGE OF PAVEMENT
AGGREGATE PER
CONCRETE
SIDEWALK DETAIL
DETECTABLE
WARNING PANEL
1.5
M
AX S
LO
PE
C-505
A
6' (MIN)
6' (MIN)
7.5% MAX7.5% MAX
M
X
.5
M
A X
S L O
P E
SCALE =
CURB RAMP
NONE
SCALE =
DETECTABLE WARNING PANEL
NONE
SCALE =
C-505
B
SECTION
NONE
SCALE =
C-505
A
SECTION
NONE
TO GEOTECH SPECIFICATIONS
F I
M
E
P
C
A D
S h e e t F i l e s C i v i l C
S i t e B
C d
Y O
M
E
B
C
O
T T
E D
W e d n e s d a y
N o v e m b e r
E
R p a t r i c k b a r r e t t
M
ID
A
TL
A N
TI
C
D
IV
IS
IO
N
D
V
I S
I O
N
M
O T
O R
C
I L
I T
Y
R
E P
A I R
S M
M
P
L
E J E
U N
E
N
C
MM/DD/YY
B. POTVIN
MARLBOROUGH, MA 01752
TEL: +1.508.786.2200
FAX: +1.508.786.2201
DISTRIBUTED IN ACCORDANCE WITH DOD 5230.24- DISTRIBUTION STATEMENT C: DISTRIBUTION IS ONLY AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS FOR
REASONS OF OPERATIONAL SECURITY (OPSEC). (24 SEPTEMBER 2013). OTHER REQUESTS FOR THIS DOCUMENT SHALL BE REFERRED TO DAVID EVANS, (757) 449-8164.
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
SCALE: AS NOTED
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
PROJECT MANAGER
BRANCH HEAD
CHIEF ENG/ARCH
FIRE PROTECTION
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 10 MAY 2014
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
U N
C L A
S S
I F
I E
D
1634072
I S
S U
N
S T
R U
C T
I O
N
S
U B
M I T
T A
L
N
B E
P
Management Services
A/E INFO
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
INCHES UNLESS OTHERWISE NOTED
S I T
E
I M
P R
O V
E M
E N
T
A I
F
SMA MPB MCC
AS NOTED
60028151
B-C-505
BU
IL
DI
NG
CONCRETE:
1. CONCRETE SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS" EXCEPT AS MODIFIED BY THE SUPPLEMENTAL
REQUIREMENTS NOTED IN THE CONTRACT DOCUMENTS.
2. COLD WEATHER AND HOT WEATHER CONCRETE SHALL BE IN ACCORDANCE WITH ACI
306 AND ACI 305, RESPECTIVELY.
3. CONCRETE FLOORS SHALL BE IN ACCORDANCE WITH ACI 302.1R AND
SPECIFICATIONS U.N.O.
4. CONCRETE CONSTRUCTION TOLERANCES SHALL BE IN ACCORDANCE WITH ACI 117
UNLESS NOTED OTHERWISE.
5. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304 "GUIDE FOR MIXING,
TRANSPORTING, AND PLACING CONCRETE." ALL REINFORCED CONCRETE SHALL BE
MECHANICALLY VIBRATED.
6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCING, U.N.O.:
(A) SIDE OF FOOTINGS, WALLS
#6 BAR AND LARGER 2 INCH
#5 BAR AND SMALLER 1 1/2 INCHES
(B) WALLS AND SLAB ON GRADE (FROM TOP) 2 INCHES
(C) CONCRETE PLACED AGAINST THE EARTH 3 INCHES
(D) MEZZ SLABS 1 INCH
7. CHAMFER EXPOSED EDGES 1 INCH U.N.O.
8. ALL EMBEDDED ITEMS TO BE PLACED AND SECURED BEFORE CONCRETE
PLACEMENT. NO "WET SETTING" OF EMBEDDED ITEMS WILL BE ALLOWED.
9. DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT SHALL CONFORM TO
ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 315
DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, AND CRSI MANUAL OF
STANDARD PRACTICE.
CONCRETE MIX DESIGN:
1. DESIGN STRENGTH SHALL BE ASSUMED AS THE MINIMUM 28 DAY STRENGTH
2. SLAG, FLY ASH OR OTHER POZZOLONS CONFORMING TO ASTM C 618 SHALL
CONSTITUTE NO MORE THAN 25 PERCENT OF THE TOTAL CEMENTITIOUS CONTENT
MEASURED BY WEIGHT.
3. CONCRETE SHALL BE CONTROLLED NORMAL WEIGHT CONCRETE, PROPORTIONED,
MIXED AND PLACED UNDER THE SUPERVISION OF AN APPROVED QUALITY CONTROL
ENGINEER.
4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE:
CONCRETE TOPPING 3000 PSI
ALL CONCRETE U.N.O. 4000 PSI
FORMWORK AND SHORING:
1. FORMWORK AND SHORING OF FORMWORK SHALL BE DESIGNED BY THE
CONTRACTOR. FORMWORK SHALL CONFORM TO ACI 301. RESHORING, WHEN
REQUIRED, SHALL BE IN ACCORDANCE WITH ACI 301. SUBMIT PROPOSED RESHORING
PLANS TO THE STRUCTURAL ENGINEER FOR INFORMATION ONLY.
2. FORMWORK SHALL CONFORM TO SPECIFICATION.
CONCRETE CONSTRUCTION JOINTS:
1. CONSTRUCTION JOINTS IN CONCRETE SHALL BE PREPARED BY INTENTIONALLY
ROUGHENING THE SURFACE OF THE EXISTING CONCRETE. THE EXISTING CONCRETE
SURFACE SHALL BE MECHANICALLY ROUGHENED TO EXPOSE THE EXISTING
AGGREGATE TO A 3/8" AMPLITUDE. INTENTIONALLY ROUGHENED SURFACES SHALL BE
THOROUGHLY CLEANED TO REMOVE ALL LAITANCE AND OTHER LOOSE DEBRIS. THE
CONTRACTOR SHALL APPLY WATER TO ALL EXISTING CONCRETE SURFACES, AND
SHALL REMOVE ALL STANDING WATER IMMEDIATELY PRIOR TO PLACING NEW
CONCRETE. CONSTRUCTION JOINTS FOR CONCRETE WALL SHALL BE LIMITED TO A
MAXIMUM SPACING OF 20' VERTICALLY, OR LESS AS LIMITED BY CONCRETE FORM
STRENGTH. CONSTRUCTION JOINTS FOR SLABS ON GRADE, AND ELEVATED CONCRETE
SLABS, SHALL BE IN ACCORDANCE WITH THE DETAILS ON THE CONTRACT DRAWINGS.
2. WHERE VERTICAL CONSTRUCTION JOINTS ARE NOT…
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