B3_IFB_(AM04_Drawings)_B2263_18B0030.pdf
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Amendment 0004 Drawings
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SAN ANTONIO
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NO. 18
COURTS
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TENNIS COURTS
N
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Scale: N.T.S
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CONTRACTOR'S
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T R
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Sheet List Table
Sheet Number Sheet Title
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX
G-003 PROJECT LOCATION PLAN
G-004 LIFE SAFETY PLANS AND BUILDING CODE SUMMARY
G-005 LIFE SAFETY PLANS AND BUILDING CODE SUMMARY
G-006 LIFE SAFETY PLANS AND BUILDING CODE SUMMARY
G-007 LIFE SAFETY PLANS AND BUILDING CODE SUMMARY
GC100 GENERAL CONTRACT
SURVEY
V-001 SURVEY ABBREVIATIONS AND LEGEND
VF100 FIELD SURVEY - BUILDING 2263
VF101 FIELD SURVEY - SWING SPACE
CIVIL
C-001 CIVIL LEGEND AND ABBREVIATIONS
C-002 CIVIL NOTES
CD100 DEMOLITION PLAN - BUILDING 2263
CD101 DEMOLITION PLAN - SWING SPACE
CI100 CIVIL IMPROVEMENTS - BUILDING 2263
CI101 CIVIL IMPROVEMENTS - SWING SPACE
CG100 GRADING PLAN - BUILDING 2263
CG101 EROSION CONTROL PLAN - BUILDING 2263
CG102 EROSION CONTROL PLAN - SWING SPACE
CU100 UTILITY PLAN - BUILDING 2263
CU101 UTILITY PLAN - SWING SPACE
C-500 CIVIL DETAILS
C-501 CIVIL DETAILS
C-502 CIVIL DETAILS
C-503 CIVIL DETAILS
C-504 CIVIL DETAILS
C-505 CIVIL DETAILS
STRUCTURAL
S-001 STRUCTURAL NOTES
S-102 STRUCTURAL FIRST LEVEL FLOOR PLAN A
S-103 STRUCTURAL FIRST LEVEL FLOOR PLAN B
S-104 STRUCTURAL SECOND LEVEL FLOOR PLAN A
S-105 STRUCTURAL SECOND LEVEL FLOOR PLAN B
S-106 STRUCTURAL THIRD FLOOR PLAN A
S-107 STRUCTURAL THIRD FLOOR PLAN B
S-108 STRUCTURAL ATTIC PLAN A
S-109 STRUCTURAL ATTIC PLAN B
S-501 FRAMING AND CONCRETE ANCHORAGE
S-502 FRAMING ATTACHMENTS
S-503 FIBER REINFORCED POLYMER DETAILS
S-504 FIBER REINFORCED POLYMER DETAILS
ARCHITECTURAL
A-001 ABBREVIATIONS AND SYMBOLS
AD100 BASEMENT FLOOR DEMO PLAN A
AD101 BASEMENT FLOOR DEMO PLAN B
AD102 FIRST FLOOR DEMO PLAN A
AD103 FIRST FLOOR DEMO PLAN B
AD104 SECOND FLOOR DEMO PLAN A
AD105 SECOND FLOOR DEMO PLAN B
AD106 THIRD FLOOR DEMO PLAN A
AD107 THIRD FLOOR DEMO PLAN B
AD108 BASEMENT FLOOR REFLECTED CEILING DEMO PLAN A
AD109 BASEMENT FLOOR REFLECTED CEILING DEMO PLAN B
AD110 FIRST FLOOR REFLECTED CEILING DEMO PLAN A
AD111 FIRST FLOOR REFLECTED CEILING DEMO PLAN B
AD112 SECOND FLOOR REFLECTED CEILING DEMO PLAN A
AD113 SECOND FLOOR REFLECTED CEILING DEMO PLAN B
AD114 THIRD FLOOR REFLECTED CEILING DEMO PLAN A
AD115 THIRD FLOOR REFLECTED CEILING DEMO PLAN B
AD116 ATTIC DEMOLITION PLAN A
AD117 ATTIC DEMOLITION PLAN B
AD118 ROOF DEMO PLAN A
AD119 ROOF DEMO PLAN B
A-100 BASEMENT FLOOR PLAN A
A-101 BASEMENT FLOOR PLAN B
A-102 FIRST FLOOR PLAN A
A-103 FIRST FLOOR PLAN B
A-104 SECOND FLOOR PLAN A
A-105 SECOND FLOOR PLAN B
A-106 THIRD FLOOR PLAN A
A-107 THIRD FLOOR PLAN B
A-108 ROOF PLAN A
A-109 ROOF PLAN B
A-110 ATTIC FLOOR PLAN A
A-111 ATTIC FLOOR PLAN B
A-112 BASEMENT FLOOR REFLECTED CEILING PLAN A
A-113 BASEMENT FLOOR REFLECTED CEILING PLAN B
A-114 FIRST FLOOR REFLECTED CEILING PLAN A
A-115 FIRST FLOOR REFLECTED CEILING PLAN B
A-116 SECOND FLOOR REFLECTED CEILING PLAN A
A-117 SECOND FLOOR REFLECTED CEILING PLAN B
A-118 THIRD FLOOR REFLECTED CEILING PLAN A
A-119 THIRD FLOOR REFLECTED CEILING PLAN B
A-201 NORTH ELEVATION
A-202 SOUTH ELEVATION
A-203 EAST AND WEST ELEVATIONS
A-204 COURTYARD ELEVATIONS
A-301 TYPICAL WALL TYPES
A-302 TYPICAL WALL SECTIONS
A-303 STAIR RAILING SECTIONS
A-304 STAIR RAILING SECTIONS
A-401
ENLARGED RESTROOM PLANS AND INTERIOR
ELEVATIONS
A-402 ENLARGED STAIR PLANS
A-403 ENLARGED STAIR PLANS
A-404 ENLARGED STAIR PLANS
A-501 WINDOW DETAILS
A-502 STOREFRONT DETAILS
A-503 CURTAIN WALL ENTRANCE DETAILS
A-504 MISCELLANEOUS DETAILS
A-505 STAIR RAILING DETAILS
A-506 ROOF DETAILS
A-507 MILWORK AND CEILING DETAILS
A-601 DOOR SCHEDULE - ELEVATIONS
A-602 DOOR SCHEDULE
A-603 DOOR SCHEDULE
A-604 DOOR SCHEDULE
A-605 WINDOW SCHEDULE - ELEVATIONS
A-606 ROOM FINISH SCHEDULE
A-607 ROOM FINISH SCHEDULE
A-608 ROOM FINISH SCHEDULE
A-609 SCHEDULE OF FINISHES
A-610 ENLARGED FINISH PLAN - FLOOR PATTERN BASEMENT
A-611
ENLARGED FINISH PLAN - FLOOR PATTERN FIRST
FLOOR
A-612
ENLARGED FINISH PLAN - FLOOR PATTERN SECOND
AND THIRD FLOORS
A-613 SIGNAGE SCHEDULE
A-614 SIGNAGE ELEVATION AND DETAILS
A-615 SIGNAGE BASEMENT FLOOR PLAN A
A-616 SIGNAGE BASEMENT FLOOR PLAN B
A-617 SIGNAGE FIRST FLOOR PLAN A
A-618 SIGNAGE FIRST FLOOR PLAN B
A-619 SIGNAGE SECOND FLOOR PLAN A
A-620 SIGNAGE SECOND FLOOR PLAN B
A-621 SIGNAGE THIRD FLOOR PLAN A
A-622 SIGNAGE THIRD FLOOR PLAN B
A-701 SWING SPACE FLOOR PLANS
A-702 SWING SPACE FURNITURE LAYOUT
FIRE PROTECTION
FX001
FIRE PROTECTION FIRE SPRINKLER GENERAL
INFORMATION
FX100
FIRE PROTECTION FIRE SPRINKLER BASEMENT
FLOOR PLAN A
FX101
FIRE PROTECTION FIRE SPRINKLER BASEMENT
FLOOR PLAN B
FX102
FIRE PROTECTION FIRE SPRINKLER FIRST FLOOR
PLAN A
FX103
FIRE PROTECTION FIRE SPRINKLER FIRST FLOOR
PLAN B
FX104
FIRE PROTECTION FIRE SPRINKLER SECOND FLOOR
PLAN A
FX105
FIRE PROTECTION FIRE SPRINKLER SECOND FLOOR
PLAN B
FX106
FIRE PROTECTION FIRE SPRINKLER THIRD FLOOR
PLAN A
FX107
FIRE PROTECTION FIRE SPRINKLER THIRD FLOOR
PLAN B
FX108 FIRE PROTECTION FIRE SPRINKLER ATTIC PLAN A
FX109 FIRE SPRINKLER ATTIC PLAN B
FIRE ALARM
FA001
FIRE ALARM AND MASS NOTIFICATION GENERAL
INFORMATION
FA100
FIRE ALARM AND MASS NOTIFICATION BASEMENT
FLOOR PLAN A
FA101
FIRE ALARM AND MASS NOTIFICATION BASEMENT
FLOOR PLAN B
FA102
FIRE ALARM AND MASS NOTIFICATION FIRST FLOOR
PLAN A
FA103
FIRE ALARM AND MASS NOTIFICATION FIRST FLOOR
PLAN B
FA104
FIRE ALARM AND MASS NOTIFICATION SECOND
FLOOR PLAN A
FA105
FIRE ALARM AND MASS NOTIFICATION SECOND
FLOOR PLAN B
FA106
FIRE ALARM AND MASS NOTIFICATION THIRD FLOOR
PLAN A
FA107
FIRE ALARM AND MASS NOTIFICATION THIRD FLOOR
PLAN B
FA108 FIRE ALARM AND MASS NOTIFICATION ATTIC PLAN A
FA109 FIRE ALARM AND MASS NOTIFICATION ATTIC PLAN B
MECHANICAL
M-001 MECHANICAL ABBREVIATIONS
M-002 MECHANICAL SYMBOLS
MD100 BASEMENT MECHANICAL DEMO PLAN A
MD101 BASEMENT MECHANICAL DEMO PLAN B
M-100 BASEMENT MECHANICAL PLAN A
M-101 BASEMENT MECHANICAL PLAN B
M-102 FIRST FLOOR MECHANICAL PLAN A
M-103 FIRST FLOOR MECHANICAL PLAN B
M-104 SECOND FLOOR MECHANICAL PLAN A
M-105 SECOND FLOOR MECHANICAL PLAN B
M-106 THIRD FLOOR MECHANICAL PLAN A
M-107 THIRD FLOOR MECHANICAL PLAN B
MP100 BASEMENT MECHANICAL PIPING PLAN A
MP101 BASEMENT MECHANICAL PIPING PLAN B
M-500 MECHANICAL DETAILS
M-600 MECHANICAL SCHEDULES
PLUMBING
P-001 PLUMBING ABBREVIATIONS AND SYMBOLS
PD100 BASEMENT AND FIRST FLOOR PLUMBING DEMO PLAN
PD101 SECOND AND THIRD FLOOR PLUMBING DEMO PLAN
P-100 BASEMENT AND FIRST FLOOR PLUMBING PLAN
P-101 SECOND AND THIRD FLOOR PLUMBING PLAN
P-102 BASEMENT AND FIRST FLOOR SANITARY PLAN
P-103 SECOND AND THIRD FLOOR SANITARY PLAN
P-500 PLUMBING DETAILS I
ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES
E-002 ELECTRICAL SYMBOLS
ED100 BASEMENT DEMO POWER PLAN A
ED101 BASEMENT DEMO POWER PLAN B
ED102 FIRST FLOOR DEMO POWER PLAN A
ED103 FIRST FLOOR DEMO POWER PLAN B
ED104 SECOND FLOOR DEMO PLAN AREA A
ED105 SECOND FLOOR DEMO PLAN AREA B
ED106 THIRD FLOOR DEMO POWER PLAN A
ED107 THIRD FLOOR DEMO POWER PLAN B
ED600 ONE LINE DIAGRAM DEMO
EL100 BASEMENT LIGHTING PLAN A
EL101 BASEMENT LIGHTING PLAN B
EL102 FIRST FLOOR LIGHTING PLAN A
EL103 FIRST FLOOR LIGHTING PLAN B
EL104 SECOND FLOOR LIGHTING PLAN A
EL105 SECOND FLOOR LIGHTING PLAN B
EL106 THIRD FLOOR LIGHTING PLAN A
EL107 THIRD FLOOR LIGHTING PLAN B
EL110 ATTIC LIGHTING PLAN A
EL111 ATTIC LIGHTING PLAN B
EP100 BASEMENT POWER PLAN A
EP101 BASEMENT POWER PLAN B
EP102 FIRST FLOOR POWER PLAN A
EP103 FIRST FLOOR POWER PLAN B
EP104 SECOND FLOOR POWER PLAN A
EP105 SECOND FLOOR POWER PLAN B
EP106 THIRD FLOOR POWER PLAN A
EP107 THIRD FLOOR POWER PLAN B
EL601 LIGHTING SCHEDULE
EP600 ONE LINE DIAGRAM
EP601 PANEL SCHEDULES NEW
EP602 PANEL SCHEDULES NEW
EP603 PANEL SCHEDULES NEW
EP604 PANEL SCHEDULE NEW
EP605 PANEL SCHEDULE NEW
EP606 PANEL SCHEDULE NEW
EP607 PANEL SCHEDULE NEW
EP608 PANEL SCHEDULES NEW
EP610 LOAD SUMMARY SCHEDULE
TELECOMMUNICATION
TN001
TELECOMMUNICATION ABBREVIATIONS, SYMBOLS
AND GENERAL NOTES
TD100 BASEMENT TELECOMM DEMO PLAN A
TD101 BASEMENT TELECOMM DEMO PLAN B
TD102 FIRST FLOOR TELECOMM DEMO PLAN A
TD103 FIRST FLOOR TELECOMM DEMO PLAN B
TD104 SECOND FLOOR TELECOMM DEMO PLAN A
TD105 SECOND FLOOR TELECOMM DEMO PLAN B
TD106 THIRD FLOOR TELECOM DEMO PLAN A
TD107 THIRD FLOOR TELECOMM DEMO PLAN B
TN100 BASEMENT TELECOMMUNICATION PLAN A
TN101 BASEMENT TELECOMMUNICATION PLAN B
TN102 FIRST FLOOR TELECOMMUNICATION PLAN A
TN103 FIRST FLOOR TELECOMMUNICATION PLAN B
TN104 SECOND FLOOR TELECOMMUNICATION PLAN A
TN105 SECOND FLOOR TELECOMMUNICATION PLAN B
TN106 THIRD FLOOR TELECOMMUNICATION PLAN A
TN107 THIRD FLOOR TELECOMMUNICATION PLAN B
T-501 TELECOMMUNICATION DETAILS
T-502 TELECOMMUNICATION DETAILS
G-003
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PROJECT LOCATION PLAN
NORTH
JBSF150055A
GENERAL NOTES
1. ALL BORROW OR SPOIL OPERATIONS SHALL BE OFF GOVERNMENT CONTROLLED PROPERTY AT THE
CONTRACTOR'S RESPONSIBILITY AND EXPENSE UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR CAN EXPECT DELAYS OF 15 MINUTES AND LONGER AT ACCESS CONTROL POINT. CONTRACTOR
MAY NEED TO ADJUST CONCRETE MIX DESIGN TO ASSURE SATISFACTORY CONCRETE QUALITY AND PLACEMENT.
3. THE CONTRACTOR SHALL OBTAIN 502ND CIVIL ENGINEERING SQUADRON APPROVAL FOR THE PROPOSED HAUL
ROUTE AND STAGING AREA.
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PROJECT LOCATION
HAUL ROUTE
SWING SPACE
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" = 1'-0"
0 8' 16' 48'32'
JBSF150055A
CODE SUMMARY
T R
O O
P F
A M
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Y
R
E A
D I N
E S
S
J O
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T
B
A S
E
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A F
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U M
M A
R Y
DEAD END CORRIDOR (LSC 101: 39.2.5.2)
COMMON PATH OF TRAVEL (LSC 101: 39.2.5.3.1
MAXIMUM TRAVEL DISTANCE (LSC 101: 39.2.6.3)
EGRESS CAPACITY (LSC TABLE 7.3.3.1)
MEANS OF EGRESS (LSC 101: 39.2.4.3 / IBC 1015.1)
OCCUPANT LOAD (LSC 101: TABLE 7.3.1.2 / IBC TABLE 1004.1.2)
PORTABLE FIRE EXTINGUISHER
FIRE SPRINKLER SYSTEM
FIRE RESISTIVE SEPARATION
ALLOWABLE HEIGHT AND AREA (IBC TABLE 503)
CONSTRUCTION TYPE
OCCUPANCY CLASSSIFICATION
BUILDING CODES
SHALL NOT EXCEED 50 FEET
PROVIDED = NOT APPLICABLE
SHALL NOT EXCEED 100 FEET
PROVIDED = XX' - X"
MAXIMUM TRAVEL DISTANCE IS SHOWN ON THE FLOOR PLAN.
NOTE THAT THE ATTIC EXCEEDS ALLOWABLE COMMON PATH OF
TRAVEL.
MAXIMUM DISTANCE ALLOWED = 300 FEET
MAXIMUM PROVIDED = XX' - X" FROM MOST REMOTE POINT TO EXIT
MAXIMUM TRAVEL DISTANCE IS SHOWN ON THE FLOOR PLAN.
MINIMUM NUMBER OF EXITS REQUIRED = 2
NUMBER OF EXITS PROVIDED:
BASEMENT = 3
FIRST = 6
SECOND = 2
THIRD = 2
ATTIC = 2
THE BASEMENT, SECOND AND THIRD FLOOR HAVE EXISTING
STAIRS THAT ARE CONSIDERED CONVIENENCE STAIRS.
OCCUPANT LOAD FACTOR -
BUSINESS OCCUPANCY = 100 GSF / PERSON
ASSEMBLY OCCUPANCY = 15 NSF / PERSON
OCCUPANT LOAD:
BASEMENT
GROUP B = 16,908 GSF = 170 OCC
GROUP A - CLASSROOM B01 = 1045 GSF = 70 OCC
GROUP A - CLASSROOM B04 = 2143 GSF = 143 OCC
BASEMENT TOTAL OCCUPANT LOAD = 383
1ST FLOOR - 20,703 GSF - GROUP B = 207 OCC
2ND FLOOR - 20,542 GSF - GROUP B = 206 OCC
3RD FLOOR - 20,182 GSF - GROUP B = 202 OCC
ATTIC - NOT NORMALLY OCCUPIED
NOT REQUIRED IN FULLY SPRINKLERED BUILDING
PROTECTED THROUGHOUT
BASEMENT THROUGH THIRD FLOOR ARE
PROTECTED WITH A WET SYSTEM. THE
ATTIC IS PROTECTED WITH A DRY
SYSTEM.
VERTICAL OPENINGS: 2 HOUR RATED FIRE BARRIERS AT
STAIR AND ELEVATOR ENCLOSURES
HORIZONTAL ASSEMBLIES: 2 HOUR RATED FIRE BARRIERS AT
FLOOR ASSEMBLIES
THERE ARE NO OCCUPANCY SEPARATION REQUIREMENTS. THERE
ARE NO REQUIREMENTS FOR FIRE WALLS, FIRE PARTITIONS,
SMOKE BARRIERS, SMOKE PARTITIONS, COMPARTMENTATION OR
PROTECTION OF HAZARDOUS AREAS.
ALLOWABLE HEIGHT = FOUR STORIES
DESIGN HEIGHT = FOUR STORIES
TABULAR ALLOWABLE AREA = 57,000 GROSS SQUARE FEET (GSF)
FRONTAGE INCREASE = 1.75 X ALLOWABLE = 99,750 GSF
DESIGN AREA = 81,523 GSF
THE CONSTRUCTION TYPE, HEIGHT AND AREA OF
THE EXISTING BUILDING WILL NOT BE MODIFIED.
THE EXISTING BUILDING IS PRIMARILY
CONSTRUCTED OF NON-COMBUSTIBLE
MATERIALS WITH 2 HOUR FIRE RESISTIVE RATED
FLOOR ASSEMBLIES AND NON-COMBUSTIBLE
INTERIOR NON-LOAD BEARING PARTITIONS. THE
EXTERIOR WALLS ARE NON-RATED, NON-LOAD
BEARING. THE ROOF CONTAINS COMBUSTIBLE
CONSTRUCTION.
DUE TO THE COMBUSTIBLE ROOF
CONSTRUCTION, THE BUILDING IS NOT
CONSIDERED TYPE I OR TYPE II CONSTRUCTION.
FOR PURPOSES OF DETERMINING ALLOWABLE
HEIGHT AND AREA, THE BUILDING IS CLASSIFIED
AS TYPE IIIB. HOWEVER IT IS IMPORTANT TO
NOTE THAT THE FLOOR AND SUPPORTING
CONSTRUCTION IS REQUIRED TO REMAIN 2 HOUR
FIRE RESISTIVE RATED AS THE EXISTING FIRE
RESISTIVE RATED VERTICAL ENCLOSURES ARE
SUPPORTED BY THE FLOOR ASSEMBLIES.
THE REQUIRED FIRE RESISTIVE RATING OF THE
BUILDING ELEMENTS ARE AS FOLLOWS:
PRIMARY STRUCTURAL FRAME: 2 HOURS
BEARING WALLS:
EXTERIOR NONE
INTERIOR NONE
NONBEARING WALLS:
EXTERIOR 0 HOURS
INTERIOR 0 HOURS
FLOOR CONSTRUCTION 2 HOURS
ROOF CONSTRUCTION 0 HOURS
IBC: BUSINESS GROUP B
LSC: CHAPTER 38 NEW BUSINESS
THE ATTIC IS A NORMALLY UNOCCUPIED
SPACE. DUE TO LIMITATIONS OF THE
EGRESS SYSTEM, ATTIC MAY NOT BE
USED STORAGE, OFFICES, ETC.
- 2015 NFPA 101 LIFE SAFETY CODE (LSC)
- 2015 INTERNATIONAL BUILDING CODE (IBC)
- UFC 3-600-01 - FIRE PROTECTION
BASEMENT - 438 OCCUPANTS
FIRST FLOOR - 2,040 OCCUPANTS
SECOND FLOOR - 292 OCCUPANTS
THIRD FLOOR - 292 OCCUPANTS
EGRESS CAPACITY BY ELEMENT IS SHOWN ON THE FLOOR
PLAN.
J A
M
INTERIOR FINISH
EXIT STAIRWAYS - CLASS B
INTERIOR ROOMS AND SPACES - CLASS C
A
D D
E N
D U
M
C.P. = 54
T.D. = 148'
T.D. = 149'
DOORSTAIR
170146
DOORSTAIR
170146
DOORSTAIR
170146
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
DOOR
UP
DN
UP
UP UP
UP
CLASSROOM
STORAGE
OFFICE
OFFICE
MECHANICAL
OFFICE
OFFICE
CLASSROOM
OFFICE
OFFICE
CORRIDOR
OFFICE
JANITOR
COMM
OFFICE
OFFICE
OFFICE
OFFICE
STAIR
STAIR
ELECTRICAL
M A
T C
H L I N
E M
A T
C H
L I N
E
CLASSROOM
STORAGE
OFFICE
OFFICE
MECHANICAL
JANITOR
MEN
ELEV.
EQUIP.
OFFICE
OFFICE
CLASSROOM
TELECOM
OFFICE
STOR.
CORRIDOR
MECHANICAL
WOMEN
JANITOR
COMM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
RECEPTION
OFFICE
OFFICE
OFFICE
STAIR
ELECTRICAL
STAIR STAIR
STAIR
C O
R R
I D
O R
ELECTRICAL
CORRIDORCORRIDOR
WATER SERVICE
WATER SERVICE
B48
OFFICEOFFICE
DN
UP
DN
DN
DN
UP UP
UP
DN
DN
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VESTIBULE
OFFICE
OFFICE
OFFICE
OFFICE
MEN
OFFICE OFFICE
CORRIDOR
JAN.
MECHANICAL
OFFICE
LOBBY
OFFICE
OFFICE OFFICE
OFFICE
OFFICE
WOMEN
CORRIDOR
MECHANICAL
BREAK
COMM
ELECTRICAL
OFFICE
OFFICE
VESTIBULE
STAIR
STAIR
STAIR
VESTIBULE
FIRE RISER ROOM
LOBBY OFFICE
LOBBY
CORRIDOR
OFFICE
T.D. = 173'
T.D. = 228'
C.P. = 54
C.P. = 30
T.D. = 101'
T.D. = 66'
OCC LOAD = 70 OCC LOAD = 143
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LEGEND
INDICATES TRAVEL DISTANCE TO EXIT
INDICATES EXISTING TWO HOUR EXIT
ENCLOSURE
T.D. = XXX'
xx xx xx xx
EGRESS COMPONENT
CLEAR WIDTH (INCHES)
MAXIMUM CAPACITY
ACTUAL OCCUPANT LOAD
NR = NOT REQUIRED
G-005
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SCALE:
" = 1'-0"
BASEMENT LIFE SAFETY PLAN
NORTH
JBSF150055A
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FIRST FLOOR LIFE SAFETY PLAN
NORTH
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DOORSTAIR
170146
DOORSTAIR
170146
DOORSTAIR
170146
DOORSTAIR
170146
DN
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UP
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UP
OFFICE
OFFICE
OFFICE OFFICE OFFICE OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
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JANITOR
MEN
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STAIR
CORRIDOR
OFFICE
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COMM
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ELECTRICAL
OFFICEOFFICE
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BREAK
OFFICE
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OFFICE
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MENSJANITOR
MECHANICAL
OFFICE
CORRIDOR
OFFICE OFFICE OFFICE OFFICE
STAIR
OFFICE
OFFICE
OFFICE
CORRIDOR
STAIR
OFFICE
OFFICE
OFFICE
OFFICE OFFICE OFFICE OFFICE
STAIR
CORRIDOR
MECHANICAL
OFFICE
COMM
BREAK
WOMEN
ELECTRICAL
OFFICE
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STAIR
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M A
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H L I N
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CORRIDOR
OFFICE
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T.D. = 217'
T.D. = 233'
C.P. = 39
T.D. = 225' T.D. = 233'
C.P. = 39
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LEGEND
INDICATES TRAVEL DISTANCE TO EXIT
INDICATES EXISTING TWO HOUR STAIR
ENCLOSURE
T.D. = XXX'
xx xx xx xx
EGRESS COMPONENT
CLEAR WIDTH (INCHES)
MAXIMUM CAPACITY
ACTUAL OCCUPANT LOAD
NR = NOT REQUIRED
G-006
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SECOND FLOOR LIFE SAFETY PLAN
NORTH
SCALE:
" = 1'-0"
THIRD FLOOR LIFE SAFETY PLAN
NORTH
A
D D
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DOORSTAIR
17080
NOT OCC
DOORSTAIR
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NOT OCC
T.D. = 181'
DN
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M A
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H L I N
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H L I N
E
EX1
EX1
LEGEND
INDICATES TRAVEL DISTANCE TO EXIT
INDICATES EXISTING TWO HOUR STAIR
ENCLOSURE
T.D. = XXX'
xx xx xx xx
EGRESS COMPONENT
CLEAR WIDTH (INCHES)
MAXIMUM CAPACITY
ACTUAL OCCUPANT LOAD
NR = NOT REQUIRED
G-007
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ATTIC FLOOR LIFE SAFETY PLAN
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JBSF150055A
1. COMPLETE CONSTRUCTION AND TRANSITION TO THE
SWING SPACE PRIOR TO WORK BEGINNING AT BUILDING
2263.
2. THE ERECTION AND DISMANTLING OF THE SWING SPACE
AS WELL AS THE TEMPORARY FURNISHINGS FOR THE
SWING SPACE ARE A PART OF THE BASE BID UNDER THE
GENERAL CONSTRUCTION CONTRACT.
3. UTILITIES SUCH AS SANITARY SEWER, WATER (BOTH
DOMESTIC AND FIRE SPRINKLER), GAS, POWER,
TELECOMMUNICATION AND ANY OTHER SERVICE
REQUIRED TO MAKE THE SWING SPACE FUNCTION AS A
QUALITY OFFICE SPACE WILL BE A PART OF THE GENERAL
CONSTRUCTION CONTRACT.
4. PROVIDE MODULAR BUILDINGS AS FULLY FUNCTIONAL
UNITS INCLUDING PLUMBING, HVAC, ELECTRIC, TELECOM,
LIGHTING, FIRE ALARM, FIRE SPRINKLER, RAMPS, SITE
WORK, AND UTILITY CONNECTIONS.
5. HVAC IN MODULAR BUILDINGS TO BE SIZED TO SUSTAIN
RELATIVE HUMIDITY LESS THAN 50% WITH 78 DEGREE
TEMPERATURE INTERIOR CONDITIONS DURING THE
COOLING SEASON AND 68 DEGREE HEATING IN THE
HEATING SEASON. LEVERAGE HOT GAS REHEAT FOR
DEHUMIDIFICATION.
6. THE SWING SPACE WILL CONSIST OF TWO SIMILAR
BUILDINGS WITH DIMENSIONS OF 120' X 192' PROVIDING A
GROSS AREA OF 23,040 SQ. FT. PER BUILDING OR 46,080
SQ. FT. FOR BOTH. THE BUILDINGS ARE MADE UP OF 32
MODULAR SECTIONS OF 12' X 60'. ATTACHED TO THE END
OF EAST BUILDING IS A RESTROOM ADDITION MADE UP OF
TWO 12' X 20' MODULES FOR AN ADDED 480 SQ. FT.
7. THE MODULAR BUILDINGS WILL BE PLACED ON
TEMPORARY MASONRY PIERS AS DESIGNED BY THE
MODULAR BUILDING SUPPLIER. THE PIERS WILL SET ON A
PREPARED BASE OF COMPACTED STRUCTURAL FILL. THE
PIERS WILL RAISE THE FINISHED FLOOR ELEVATION TO
APPROXIMATELY 3'-0" ABOVE THE GRADE REQUIRING
STAIRS TO ACCESS THE BUILDING. AN ACCESSIBLE
ROUTE WILL BE PROVIDED BY A RAMP WITH A SLOPE OF 1
IN 12.
8. THE EXTERIOR WALLS OF THE STRUCTURE WILL BE 2 X 6
WOOD OR STEEL STUD CONSTRUCTION EXTENDING UP
TO A PITCHED METAL ROOF. WALLS WILL BE FINISHED
WITH COMPOSITE SIDING AT THE EXTERIOR AND GYPSUM
BOARD AT THE INTERIOR. WALL, CEILING AND CRAWL
SPACE INSULATION WILL BE R-19.
9. INTERIOR DEMISING WALLS WILL BE 3 5/8" STEEL STUDS
WITH A GYPSUM BOARD FINISH AND ACOUSTICAL
INSULATION.
10. SUSPENDED CEILINGS WILL BE 2' X 4' ACOUSTICAL.
11. OFFICES WILL HAVE A CARPET TILE FLOOR AND
RESTROOMS AND CORRIDORS WILL HAVE VINYL TILE.
RESTROOMS WILL HAVE AN FRP PANEL WAINSCOT AT
WET WALLS.
12. ALL ROOMS WITHIN THE OFFICE MODULES WILL BE
SERVED WITH AN AUTOMATIC SPRINKLER SYSTEM.
13. INTERIOR HARDWALL OFFICES WILL BE MADE UP OF A
MODULAR WALL SYSTEM. OFFICES WILL GENERALLY BE A
NOMINAL 10' X 10'.
14. SLIDING ALUMINUM WINDOWS GENERALLY WILL BE
LOCATED AT 12' O.C. AROUND THE PERIMETER OF THE
BUILDINGS. PROVIDE BLINDS FOR WINDOWS.
15. ELEVATED DECKS AND WALKWAYS WILL CONSIST OF
SPACED COMPOSITE DECKING OVER TREATED WOOD
CONSTRUCTION.
16. SIGNAGE WILL BE LOCATED AT THE EXTERIOR OF THE
BUILDING TO IDENTIFY THE DEPARTMENTS WITHIN EACH
BUILDING. DIRECTIONAL SIGNAGE INSIDE EACH BUILDING
WILL INDICATE WHERE TO FIND EACH OFFICE AND
SIGNAGE WILL IDENTIFY EACH MAJOR OFFICE AND
FUNCTION.
17. AFTER TENANTS RETURN TO A RENOVATED BUILDING.
2263, RETURN SWING SPACE SITE TO PRE-CONSTRUCTION
CONDITIONS , INCLUDING RE-VEGETATION.
18. ALL UTILITY COORDINATION AND COST INCLUDING
METERED WAGE COST FOR THE SWING SPACE AREA IS
TO BE THE RESPONSIBILITY OF THE CONTRACTOR.
19. CONCEPTUAL ENERGY MODELING SUGGEST (2) 300 KVA
TRANSFORMERS WILL BE REQUIRED TO SERVE MODULAR
BUILDINGS. ENERGY MODELING SUGGESTS
APPROXIMATELY 100kBtu PER SQUARE FOOT PER YEAR
ENERGY CONSUMPTION AND PEAK DEMAND
APPROXIMATELY 130kW PER PRIMARY MODULAR
BUILDING ASSUMING HOT GAS REHEAT AND HEAT PUMP
TO MEET HEATING NEEDS. CONTRACTOR REQUIRED TO
SUBMIT WORK REQUEST WITH CPS ENERGY FOR NEW
TRANSFORMER AND SERVICE AND TO PAY ELECTRICITY
COST FOR MODULAR BUILDINGS. CONTRACTOR ALSO
REQUIRED TO PAY WATER COST TO PROVIDE SERVICE TO
MODULAR BUILDINGS. COORDINATE WITH 502d CES
REGARDING ALL UTILITIES. PRIVATE UTILITY PROVIDERS
EXIST FOR ELECTRICITY AND WATER, COORDINATE WITH
THOSE UTILITY PROVIDERS IN ADDITION TO 502d CES.
20. FIRE SPRINKLER TO INCLUDE MODULAR BUILDING
INTERIOR AND AREA UNDER MODULAR BUILDING FOR
EACH MODULAR BUILDING STRUCTURE GREATER THAN
5,00 SQUARE FEET. PROVIDE DRY-PIPE SPRINKLER
SYSTEMS FOR ANY NON-CONDITIONED SPACES. ALL
SPRINKLER DESIGNS SHALL COMPLY WITH NFPA 13, 2016
EDITION AND UFC 3-600-01, CHANGE I, 28 NOVEMBER 2016.
21. PROVIDE FIRE ALARM SYSTEM, INCLUDING ALL PANELS,
CONNECTIONS, AND DEVICES, TO EACH BUILDING. FIRE
ALARM SYSTEM SPECIFICATIONS TO MATCH
REQUIREMENTS FOR BUILDING 2263.
22. PROVIDE EXTERIOR LOCKS TO MODULAR BUILDING
MEETING BUILDING 2263 REQUIREMENTS. PROVIDE
INTERIOR LOCKS FOR OFFICES AND LOCKING DOORS
MEETING BUILDING 2263 REQUIREMENTS.
23. COORDINATE WITH 502d COMM FOR COMMUNICATION
CONNECTIONS. MEET BUILDING 2263 REQUIREMENTS
FOR MODULAR BUILDING COMMUNICATIONS SYSTEMS.
24. PROVIDE MINIMUM OF TWO DATA PORT PER INDIVIDUAL
WORKSTATION AND PROVIDE DEDICATED CIRCUIT WITH
SIX RECEPTACLES PER INDIVIDUAL WORK STATION.
25. SUBMIT SHOP DRAWINGS REFLECTING MODULAR
BUILDING LAYOUT AND SUPPORTING INFORMATION
DOCUMENTING COMPLIANCE WITH REQUIREMENTS.
26. PROVIDE COORDINATION, RERFINEMENTS, AND ALL
ENGINEERING SERVICES FOR CPS ENERGY APPROVAL,
AS REQUIRED TO OBTAIN POWER CONNECTION FROM
CPS ENERGY. PROVIDE STAMPED ENGINEERING
APPROVAL TO CPS ENERGY IN CERTIFYING ADHERANCE
TO LOCAL CODES AND CPS ENERGY REQUIREMENTS..
27. REMOVE CONTRACTOR-PROVIDED MODULAR BUILDINGS
AND FURNISHING FOLLOWING COMMISSIONING AND
OCCUPANCY OF BUILDING 2263.
28. CONCEPTUAL WATER MODELING (USING THE LEED V4
CALCULATOR AND ASSUMED OCCUPANCY COUNTS
STATED ABOVE) SUGGESTS ANNUAL CONSUMPTION OF
120 kgal PER YEAR FLUSH VOLUME AND 50kgal PER YEAR
FLOW VOLUME (APPROXIMATELY 650 GALLONS PER DAY
WATER CONSUMPTION).
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BID OPTIONS
1. BID OPTION 1 INCLUDES EXTERIOR IMPROVEMENTS
SPECIFICALLY DENOTED IN THE CIVIL SERIES OF THESE
DRAWINGS.
2. BID OPTION 2 INCLUDES THE COMPLETE RENOVATION OF THE
CLAY TILE ROOF INCLUDING NEW UNDERLAYMENT,
STRINGERS AND THE REPLACEMENT AND REPAIR OF SOFFIT
BOARDS AND EXPOSED RAFTERS.
3. BID OPTION 3 INCLUDES THE COMPLETE REPAIR AND
REPAINTING OF THE STUCCO AND CONCRETE FACADE.
REPAIR AND RE-POINTING OF THE STONE ENTRANCES AND
WINDOW FEATURES REMAIN IN THE BASE BID.
FURNITURE
1. PROVIDE LEASED SWING SPACE FURNITURE - INCLUDING
WORK STATIONS, CHAIRS, TABLES AND DESKS - AS A PART OF
THE BASE BID OF THIS PROJECT.
2. LABEL, PACK, AND RELOCATE NAVY AND DFAS FURNITURE TO
ON-BASE STORAGE AREA. FINAL LOCATION TO BE
DETERMINED BY COR. CLEAN, REPAIR , RECONNECT, AND
RELOCATE FURNITURE TO ORIGINAL ROOM LOCATION IN
BUILDING 2263 PRIOR TO OCCUPANCY.
3. AFTER THE SWING SPACE IS OCCUPIED BY ALL OF THE
TENANTS, THE EXISTING FURNITURE WITHIN THE BUILDING
2263 WILL BE REMOVED FROM THE BUILDING BY THE
CONTRACTOR AND DELIVERED TO THE DLA DISPOSITION
SERVICES AT FT. SAM HOUSTON FOR STORAGE OR DISPOSAL.
4. THE COUNT OF FILING CABINETS BY USER GROUP TO BE
MOVED TO THE SWING SPACE IS:
(2) DRAWER: 6
(3) DRAWER: 19
(4) DRAWER: 40
(5) DRAWER: 12
(4) DRAWER WIDE:1
(5) DRAWER WIDE: 22
SUPPLY CABINETS: 3
5. TOTAL OF MOVING BOXES PER EMPLOYEE SHALL BE 20
BOXES PER EMPLOYEE, WHICH ALSO COVERS THE FILES
FROM THE FILES CABINETS (ASSUME 215 FTE).
CEILING GRID
1. CEILING SPACE WITHIN THIS BUILDING, IN PARTICULAR THE
BASEMENT ARE USUALLY SHALLOW. ADDITIONAL PLANNING
AND ADJUSTMENTS ARE REQUIRED TO COORDINATE WITH
THESE CEILING SPACE DIMENSIONS ACROSS TRADES.
PROVIDE ALL ADDITIONAL COORDINATION AND ADDITIONAL
WORK TO ROUTE CONNECTIONS WITHIN ARCHITECTURAL
CEILING SPACE DIMENSIONS AT NO EXTRA COST TO THE
GOVERNMENT. REFERENCE ARCHITECTURAL SHEETS A-606,
A-607,AND A-608 FOR ADDITIONAL CLARIFICATION ON CEILING
HEIGHTS.
2. PROVIDE HIGHER CEILING BETWEEN GRID LINE 7 AND GRID
LINE 14 THAN GRID LINE 1 TO GRID LINE 4 AND GRID LINE 17
TO GRID LINE 20.
3. THE BOTTOM OF CONCRETE STRUCTURE COMPRISING THE
BASEMENT CEILING STRUCTURE IS AS LOW AS 7'-5" AFF
EXISTS FOR BEAMS RUNNING BOTH NORTH AND SOUTH AND
EAST-WEST. MUCH OF BOTTOM OF CONCRETE STRUCTURE IS
7'-9" OR 7'-11".
4. BASEMENT NORTH-SOUTH RUNNING CONCRETE BEAMS DO
NOT TYPICALLY EXTEND TO CORRIDOR B45 BETWEEN GRID
LINE 4 AND GRID LINE 17.
5. ASSUME 250 FEET OF SOFFITS WILL BE REQUIRED AROUND
PERIMETER OF CLASSROOMS OR TO CROSS UNDER
STRUCTURE AND BACK UP TO ROUTING PATH.
GENERAL CONTRACT NOTES - SWING SPACE GENERAL CONTRACT NOTES - BUILDING 2263GENERAL CONTRACT NOTES
A
D D
E N
D U
M
INLET
AIR RELEASE MANHOLE
SIGN
WATER VALVE
GUY ANCHOR
POWER POLE
ELEV
W
E
S
N
RPLS
TBPLS
W/
CONC
EAST
SOUTH
NORTH
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXAS BOARD OF PROFESSIONAL LAND SURVEYING
WEST
CONCRETE
ELEVATION
WITH
RCP
PVC
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE PIPE
SANITARY MANHOLE
LIGHT POLE
OHP OHP
OVERHEAD ELECTRIC
S
FENCE LINE
PS PARKING SPACE
EXISTING FEATURES
BASELINE IRRIGATION LINE
CENTERLINE IRRIGATION ABANDONED
RIGHT OF WAY LINE SPRINKLER MAIN
PROPERTY LINE SPRINKLER LATERAL
EASEMENT LINE PETROLEUM LINE
FLOOD HAZARD ZONE 25 YEAR STORM DRAIN LINE
FLOOD HAZARD ZONE 100 YEAR
STORM DRAIN LINE (GENERIC)
CRITICAL WATER QUALITY ZONE STORM DRAIN ABANDONED
TRANSITION WATER QUALITY ZONE
STORM DRAIN ABANDONED (GENERIC)
DRAINAGE EDGE FIRE LINE
DRAINAGE CENTERLINE FIRE ABANDONED
DITCH EDGE WATER LINE
TIME OF CONCENTRATION WATER ABANDONED
MAJOR CONTOURS WASTE WATER LINE
MINOR CONTOURS FORCE MAIN LINE
ROAD PAVEMENT
WASTE WATER LINE (GENERIC)
DRIVEWAY / PARKING PAVEMENT
FORCE MAIN LINE (GENERIC)
GRAVEL EDGE WASTE WATER ABANDONED
UNPAVED EDGE FORCE MAIN ABANDONED
CURB LINE
WASTE WATER ABANDONED
(GENERIC)
BUILDING LINE
FORCE MAIN ABANDONED (GENERIC)
RAIL CENTERLINE CIP PIPE
GUARDRAIL DIP PIPE
HANDRAIL PVC PIPE
CHAINLINK FENCE RCP PIPE
BARBWIRE FENCE CMP PIPE
WOOD FENCE CLAY TILE PIPE
STEEL FENCE BIKE PATH DASH-DOT STRIPING
FENCELINE 6" - 10' DASH & 30' GAP STRIPING
STONE / ROCK WALL 6" - 2' DASH & 6' GAP STRIPING
BRICK WALL 6" - 1' DASH & 1' GAP STRIPING
TREE LINE 4" - 2' DASH & 2' GAP STRIPING
CABLE TV LINE 6" - 3' DASH & 9' GAP STRIPING
CABLE TV CONDUIT 12" - 1' DASH & 1' GAP STRIPING
CABLE TV DUCT BANK 4" WIDE STRIPING
CABLE TV OVERHEAD 6" WIDE STRIPING
CABLE TV UNDERGROUND 8" WIDE STRIPING
COMMUNICATION LINE 1' WIDE STRIPING
COMMUNICATION CONDUIT 2' WIDE STRIPING
COMMUNICATION DUCT BANK
COMMUNICATION OVERHEAD
COMMUNCATION UNDERGROUND
FIBER OPTIC LINE
FIBER OPTIC CONDUIT
FIBER OPTIC DUCT BANK
FIBER OPTIC OVERHEAD
FIBER OPTIC UNDERGROUND
TRAFFIC SIGNAL LINE
TRAFFIC SIGNAL CONDUIT
TRAFFIC SIGNAL DUCT BANK
TRAFFIC SIGNAL OVERHEAD
TRAFFIC SIGNAL UNDERGROUND
ELECTRIC LINE
ELECTRIC CONDUIT
ELECTRIC DUCT BANK
ELECTRIC OVERHEAD
ELECTRIC UNDEGROUND
CHILLED WATER LINE
CHILLED WATER SUPPLY
CHILLED WATER RETURN
CHILLED WATER ABANDONED
NATURAL GAS LINE
NATURAL GAS SERVICE LINE
NATURAL GAS HIGH PRESSURE
NATURAL GAS ABANDONED
RECLAIMED WATER LINE
RECLAIMED WATER ABANDONED
B
L
25Y
100Y
CWQZ
WQTZ
DR
TC
TV
TV CO
TV DB
TV OH
TV UG
C
C CO
C DB
C OH
UTL UTL
FO
FO CO
FO DB
FO OH
FO UG
TS
TS CO
TS DB
TS OH
TS UG
E
E CO
E DB
E OH
E UG
CW
CWS
CWR
CW
G
GS
HG
G
R
R
IR
IR
SM
SL
PET
SS
SS
FW
FW
W
WW
FM
WW
FM
CI
DI
PVC
RCP
CMP
CT
EXISTING FEATURES
BRASS DISK FOUND CABLE TV JUNCTION BOX PETROLEUM METER
BRASS DISK SET CABLE TV MANHOLE PETROLEUM LINE MARKER
BOLT FOUND CABLE TV LINE MARKER PETROLEUM VALVE
BOLT SET COMMUNICATION MANHOLE STORM DRAIN AREA INLET
BENCHMARK FOUND
COMMUNICATION LINE
MARKER
DRAINAGE ARROW
BENCHMARK SET COMMUNICATION PEDESTAL STORM DRAIN 5' CURB INLET
CALCULATED POINT COMMUNICATION POLE
STORM DRAIN 10' CURB
INLET
CONTROL POINT FOUND COMMUNICATION VAULT STORM DRAIN CLEANOUT
CONTROL POINT SET FIBER OPTIC MANHOLE STORM DRAIN GRATE INLET
COTTON SPINDLE FOUND FIBER OPTIC LINE MARKER STORM DRAIN HEADWALL
COTTON SPINDLE SET FIBER OPTIC JUNCTION BOX STORM DRAIN MANHOLE
DRILL HOLE FOUND TRAFFIC SIGNAL MANHOLE STORM DRAIN WINGWALL
DRILL HOLE SET
TRAFFIC SIGNAL CONTROL
BOX
WASTE WATER CLEANOUT
HUB & TACK FOUND TRAFFIC SIGNAL PULL BOX WASTE WATER MANHOLE
HUB & TACK SET TRAFFIC SIGNAL SIGNAL WASTE WATER METER
IRON PIPE FOUND
TRAFFIC SIGNAL LIGHT &
SIGNAL
WASTE WATER SRVC.
CONNECTION
IRON PIPE SET
TRAFFIC SIGNAL SIGNAL
EXTENDED
WASTE WATER VALVE
IRON ROD FOUND
TRAFFIC SIGNAL LINE
MARKER
WASTE WATER CAP
IRON ROD SET
ELECTRIC DOWN GUY
ANCHOR
WATER 11.25° BEND
MONUMENT FOUND ELECTRIC JUNCTION BOX WATER 22.5° BEND
MONUMENT SET ELECTRIC LIGHT POLE WATER 45° BEND
MAGNAIL FOUND
ELECTRIC LIGHT POLE
EXTENDED
WATER 45° WYE LEFT
MAGNAIL SET ELECTRIC MANHOLE WATER 45° WYE RIGHT
PROPERTY CORNER FOUND ELECTRIC METER WATER 90° BEND
PROPERTY CORNER SET ELECTRIC LINE MARKER WATER AIR FLUSH VALVE
TEMPORARY BENCHMARK
FOUND
ELECTRIC POLE WATER AIR RELEASE VALVE
TEMPORARY BENCHMARK
SET
ELECTRIC VAULT WATER CAP
CROSS FOUND ELECTRIC TOWER WATER COUPLE
CROSS SET CHILLED WATER MANHOLE WATER CROSS
BIKE RACK
CHILLED WATER LINE
MARKER
WATER DRAINAGE VALVE
BOLLARD CHILLED WATER VALVE
BENCH NATURAL GAS LIGHT WATER FIRE HYDRANT
BUS STOP NATURAL GAS MANHOLE WATER MANHOLE
GARBAGE CAN NATURAL GAS METER WATER METER
GUARDRAIL POST NATURAL GAS LINE MARKER WATER LINE MARKER
MAILBOX
NATURAL GAS SRVC.
CONNECTION
WATER REDUCER
PARKING METER NATURAL GAS VALVE
WATER SERVICE
CONNECTION
POST NATURAL GAS VENT WATER SHUTOFF VALVE
RAMP IRRIGATION CONTROL VALVE WATER TEE
TREE GRATE SPRINKLER CONTROL VALVE WATER VALVE
SIGN SPRINKLER HEAD WATER WELL
MANHOLE UNKNOWN IRRIGATION HOSE BIB
TEST PIT
RECLAIMED WATER
MANHOLE
BORE HOLE RECLAIMED WATER METER
RAILROAD SIGNAL
RECLAIMED WATER LINE
MARKER
RECLAIMED WATER VALVE
BM
BM
U
TBM
TBM
BUS
PM
TP
TV
TV
TV
C
C
C
C
FO
FO
FO
T
TC
TP
T
E
E
E
E
E
CW
CW
CW
G
G
G
G
GSC
G
IC
SC
R
R
R
R
P
P
SSCO
SS
WWCO
WW
WW
WWSC
WW
AF
AR
D
F
FH
W
W
W
WSC
WSO
W
W
WATER FIRE CONNECTION
(FDC)
T
TELECOM MANHOLE
SURVEY ABBREVIATIONS AND LEGEND
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SURVEY ABBREVIATIONS AND LEGEND
JBSF150055A
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WV
F
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W
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STANLEY RD
STANLEY RD
G U
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S
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G U
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GUN SHED RD
S S x
S S x
S S x
SD
x
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x
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SCALE: 1" = 20'
0 20' 40' 60'10'
SCALE: 1" = 20'
FIELD SURVEY - BUILDING 2263
NORTH
JBSF150055A
GENERAL NOTES
1. THIS SURVEY WAS COMPLETED ON THE GROUND ON DECEMBER 8, 2017.
2. ALL DIMENSIONS ARE SHOWN IN US SURVEY FEET AND DECIMAL PARTS THEREOF.
3. COORDINATES USED FOR THIS PROJECT ARE BASED ON TEXAS COORDINATE SYSTEM,
SOUTH CENTRAL ZONE (NAD83) COORDINATES, AS REFERENCED TO HARRIS COUNTY
FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.
4. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), AS
REFERENCED TO HARRIS COUNTY FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.
5. SUBSURFACE UTILITIES WERE LOCATED BY OTHERS. ADDITIONAL UTILITIES EXIST NOT
SHOWN HEREON. ATKINS or AES GROUP, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES
THAT MAY OCCUR.
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CONTROL POINT TABLE
POINT #
ELEVATION
754.70
761.83
759.01
762.24
760.89
761.43
761.76
761.39
759.99
757.53
NORTHING
13710404.92
13710770.51
13710772.19
13711591.79
13711649.45
13711452.22
13711455.06
13711425.80
13711598.71
13710881.22
EASTING
2141484.61
2141216.94
2141533.35
2141223.45
2141323.81
2141337.19
2141551.36
2141745.71
2141755.35
2141844.52
DESCRIPTION
PK Nail [Fnd]
"X" IN CONCRETE
"X" IN CONCRETE
"X" IN CONCRETE
NAIL
"X" IN CONCRETE
"X" IN CONCRETE
"X" IN CONCRETE
NAIL
"X" IN CONCRETE
AutoCAD SHX Text
BUS STOP
AutoCAD SHX Text
BUS STOP
AutoCAD SHX Text
3 - STORY BRICK BUILDING
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
ASPHALT PAVEMENT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
3 - STORY BRICK BUILDING
AutoCAD SHX Text
3 - STORY BRICK BUILDING
AutoCAD SHX Text
1 - STORY BRICK BUILDING
AutoCAD SHX Text
CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE PAVEMENT
AutoCAD SHX Text
GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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CONCRETE PAVEMENT
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CM TOP = 12.03'
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CM TOP = 11.93'
AutoCAD SHX Text
CM TOP = 11.77'
AutoCAD SHX Text
5" 4" TWIN TREE
AutoCAD SHX Text
CM
AutoCAD SHX Text
CM
AutoCAD SHX Text
CM TOP = 21.22'
AutoCAD SHX Text
34" TREE TOP = 61.20'
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12" TREE TOP = 30.67'
AutoCAD SHX Text
8" TREE TOP = 29.18'
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17" TREE TOP = 28.97'
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CONCRETE SIDEWALK
AutoCAD SHX Text
23" TREE TOP = 30.53'
AutoCAD SHX Text
9" TREE TOP = 23.39'
AutoCAD SHX Text
10" TREE TOP = 25.56'
AutoCAD SHX Text
16" CHINESE TALLOW TOP = 40.01'
AutoCAD SHX Text
28" TREE TOP = 43.41'
AutoCAD SHX Text
17" TREE TOP = 35.05'
AutoCAD SHX Text
20" TREE TOP = 36.11'
AutoCAD SHX Text
19" TREE TOP = 39.55'
AutoCAD SHX Text
30" TREE TOP = 52.39'
AutoCAD SHX Text
30" TREE TOP = 37.18'
AutoCAD SHX Text
36" TREE TOP = 40.10'
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
LANDSCAPING
AutoCAD SHX Text
WATER METER VAULT
AutoCAD SHX Text
BARRIER GATE
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BARRIER GATE
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BARRIER GATE
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BARRIER GATE
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BC
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BC
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BC
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BC
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BC
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BC
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BC
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BC
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BC
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BC
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BC
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BC
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GRASS
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CONCRETE SIDEWALK
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GRASS
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GRASS
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GRASS
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GV
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GV
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BUILDING OVERHANG
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BUILDING OVERHANG
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BUILDING OVERHANG
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BUILDING OVERHANG
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BUILDING OVERHANG
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GRASS
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GRATE INLET RIM = 760.86' FL 15" CPP W = 758.34' FL 18" CPP E = 758.32'
AutoCAD SHX Text
GRATE INLET RIM = 761.15' FL 15" CPP E = 759.00'
AutoCAD SHX Text GRATE INLET RIM = 761.89' FL 6" METAL PIPE = 759.74' BOTTOM = 758.89' (FILLED WITH WATER)
AutoCAD SHX Text SANITARY MANHOLE RIM = 761.49' FL 10" PVC NE = 750.49' FL 10" PVC S = 756.19' FL 10" PVC SE = 750.79' BOTTOM = 744.69' (FILLED WITH WATER)
AutoCAD SHX Text
SANITARY MANHOLE RIM = 761.56' (UNABLE TO OPEN)
AutoCAD SHX Text GRATE INLET RIM = 761.29' TOP OF 6" MTL W = 759.99'' BOTTOM = 758.29' (FILLED WITH WATER)
AutoCAD SHX Text
SANITARY MANHOLE RIM = 761.75' (UNABLE TO OPEN)
AutoCAD SHX Text
SANITARY MANHOLE RIM = 761.30' FL 6" CLAY NE = 756.02 FL 6" CLAY S = 755.90
AutoCAD SHX Text STORM MANHOLE RIM = 762.29' FL 12" PVC W = 751.49' TOP 2" VERT PVC W = 761.39' BOTTOM = 749.49' (FILLED WITH WATER)
AutoCAD SHX Text
STORM MANHOLE RIM = 761.54' (UNABLE TO OPEN)
AutoCAD SHX Text
FF = 763.50'
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FF = 766.82'
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FF = 762.13'
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FF = 762.21'
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PAINT STRIPING TYPICAL
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PAINT STRIPING TYPICAL
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PAINT STRIPING TYPICAL
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TOP = 8.61'
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TOP = 12.34'
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TOP = 4.22'
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POLE WITH LIGHT TOP = 15.46'
AutoCAD SHX Text
TOP = 8.77'
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TOP = 11.86'
AutoCAD SHX Text
TOP = 5.10'
AutoCAD SHX Text
TOP = 10.51'
AutoCAD SHX Text
TOP = 5.00'
AutoCAD SHX Text
TOP = 5.32'
AutoCAD SHX Text
TOP = 28.81'
AutoCAD SHX Text
TOP = 30.32'
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TOP = 15.72'
AutoCAD SHX Text
TOP = 30.37'
AutoCAD SHX Text
TOP = 28.88'
AutoCAD SHX Text
TOP = 29.01'
AutoCAD SHX Text
TOP = 16.58'
AutoCAD SHX Text
TOP = 16.74'
AutoCAD SHX Text
TOP = 16.79'
AutoCAD SHX Text
TOP = 16.70'
AutoCAD SHX Text
TOP = 16.66'
AutoCAD SHX Text
TOP = 16.88'
AutoCAD SHX Text
TOP = 14.89'
AutoCAD SHX Text
TOP = 15.07'
AutoCAD SHX Text
TOP = 15.07'
AutoCAD SHX Text
TOP = 41.20'
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TOP = 15.28'
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TOP = 16.49'
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TOP = 14.82'
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TOP = 16.17'
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CONCRETE SIDEWALK
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LANDSCAPING
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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DS
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SANITARY MANHOLE RIM = 761.94' (UNABLE TO OPEN)
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BUILDING OVERHANG
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BUILDING OVERHANG
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BUILDING OVERHANG
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BUILDING OVERHANG
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FIRE MAIN INDICATOR
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FIRE MAIN INDICATOR
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XP'S
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XP'S
AutoCAD SHX Text SANITARY MANHOLE RIM = 761.49' FL 6" CLAY N = 753.54' FL 6" CLAY S = 753.51' FL 6" CLAY W = 753.54'
AutoCAD SHX Text
XP'S
AutoCAD SHX Text
AC
AutoCAD SHX Text
GAS CONNECTION
AutoCAD SHX Text
XP'S
BUILDING OVERHANG
W
E
E
W
E
E
WILSON ST
S D x
VF101
XX
A R
C
R I D
A R
C
XX
J B
S F
A
V F d w g
R E
L E
A S
I N
G
A
U T
H O
R I T
Y
D
2 3 4 5
C
B
A
D a t e
A P
P R
O V
E D
A S
B
U I L
T
A p p r o v a l
D a t e
D e s c r i p t i o n
R e v
Reference Number:
Sheet of
F I
M
E
D W
N
B
Y
D E
S I G
N E
D
B
Y
R E
L E
A S
C K
D
B
Y
W O
D
M
B E
R
C O
N T
R A
M
B E
R
D R
A W
I N
G
C
O D
E
D A
T E
PROJECT NUMBER
F S
N
D
C
B
A
1 2 3 4 5
X I I
X
I
X
IX
V
I
I
I
V
I
I
V I
V
I
V
III
I
I
I
B
U
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O
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G
D
C
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I L
EN
G
I N
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E
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J O
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B
A S
E
S
T
O N
I O d
C
I V
I L
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N G
I N
E E
R
S
Q
S A
N
A
N T
O N
I O
T
X
W G
D
W G
F
J U
N O
T
F O
R
C
O N
S T
R U
C T
I O
N
SCALE: 1" = 30'
0 15' 30' 60' 90'
SCALE: 1" = 30'
FIELD SURVEY - SWING SPACE
NORTH
JBSF150055A
T R
O O
P F
A M
I
A
D I N
E S
S
J O
I N
T
B
A S
E
S
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O N
I O
S U
R V
E Y
F I E
R
V E
Y
S
W I N
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P A
C E
GENERAL NOTES
1. THIS SURVEY WAS COMPLETED ON THE GROUND ON DECEMBER 8, 2017.
2. ALL DIMENSIONS ARE SHOWN IN US SURVEY FEET AND DECIMAL PARTS THEREOF.
3. COORDINATES USED FOR THIS PROJECT ARE BASED ON TEXAS COORDINATE SYSTEM,
SOUTH CENTRAL ZONE (NAD83) COORDINATES, AS REFERENCED TO HARRIS COUNTY
FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.
4. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), AS
REFERENCED TO HARRIS COUNTY FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.
5. SUBSURFACE UTILITIES WERE LOCATED BY OTHERS. ADDITIONAL UTILITIES EXIST NOT
SHOWN HEREON. ATKINS or AES GROUP, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES
THAT MAY OCCUR.
CONTROL POINT TABLE
POINT #
ELEVATION
754.70
761.83
759.01
762.24
760.89
761.43
761.76
761.39
759.99
757.53
NORTHING
13710404.92
13710770.51
13710772.19
13711591.79
13711649.45
13711452.22
13711455.06
13711425.80
13711598.71
13710881.22
EASTING
2141484.61
2141216.94
2141533.35
2141223.45
2141323.81
2141337.19
2141551.36
2141745.71
2141755.35
2141844.52
DESCRIPTION
PK Nail [Fnd]
"X" IN CONCRETE
"X" IN CONCRETE
"X" IN CONCRETE
NAIL
"X" IN CONCRETE
"X" IN CONCRETE
"X" IN CONCRETE
NAIL
"X" IN CONCRETE
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