AD209630P - Technical Exhibit A - Drawings r02 07 September 2022.pdf
PDF 34 MB Posted
- Attached to
- Convert Building 41003 into Battalion Headquarters Federal contract opportunity
- Solicitation number
- w9115122B0010
About this file
This solicitation is for the conversion of Building 41003 at Fort Hood, Texas into a Battalion Headquarters. The Directorate of Public Works at Fort Hood is seeking to renovate the building to serve as the new headquarters. Offerors should review the attached solicitation documents for full details on the renovation requirements, including any necessary demolition, construction, and facility upgrades. The solicitation number is w9115122B0010 and responses are due by the date specified in the solicitation. The contracting agency is the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood.
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Text version
RENOVATE 41003
FORT HOOD, TEXAS
US Army Corps of Engineers
FORT WORTH DISTRICT
SOLICITATION NO.:
PROJECT # AD209630P
ISSUE DATE:
W91151-22-B-0010
AUGUST 2022
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E n g n i e e r in g
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BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
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%%UPROJECT AREA MAP
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FT. HOOD, TX
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COUNTY
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LAMPASAS COUNTY
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CORYELL
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CORYELL COUNTY
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BELL COUNTY
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CORYELL COUNTY
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BELL COUNTY
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RESERVOIR
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BELTON
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CORYELL COUNTY
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BELL COUNTY
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CREEK
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PROJECT
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BLDG.
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LOCATION
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SEE PROJECT
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(THIS SHEET)
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D i v i s i o n
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W o r k s
BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
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G-002
1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR
WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLANS
(INCLUDING ALL NOTES), THE SPECIFICATIONS AND ANY OTHER
APPLICABLE STANDARDS OR SPECIFICATIONS RELEVANT TO THE PROPER
COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE
CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND
SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE
THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING THE WORK IN
ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND
SPECIFICATIONS.
2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL HAVE IN THEIR
POSSESSION ALL NECESSARY PERMITS, PLANS, LICENSES, ETC.
CONTRACTOR SHALL HAVE AT LEAST ONE SET OF APPROVED
ENGINEERING PLANS AND SPECIFICATIONS ON-SITE AT ALL TIMES.
3. IT WILL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO PROTECT ALL
EXISTING PUBLIC AND PRIVATE UTILITIES THROUGHOUT THE
CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL CONTACT THE
APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND SHALL ASSUME ALL
LIABILITY TO THOSE COMPANIES FOR ANY DAMAGES CAUSED TO THEIR
FACILITIES.
4. SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA
ARE PRIVATELY AMERICAN WATER OWNS THE WATER AND SANITARY
SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND
NATURAL GAS UTILITIES. THE UTILITY SYSTEM OWNERS MUST PERFORM
ALL DEMOLITION AND NEW CONSTRUCTION WORK THAT PERTAIN
DIRECTLY TO THEIR UTILITIES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION
WITH THE PRIVATIZED UTILITY COMPANIES AND APPROPRIATELY
COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COMPLETION OF ALL UTILITY WORK ASSOCIATED
WITHIN THESE CONTRACT DOCUMENTS.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SUBMIT
FULL PAYMENT DIRECTLY TO UTILITY OWNER WITHIN THE FIRST 30 DAYS
OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER
30 DAYS MAY BE SUBJECTED TO ADDITIONAL FEES BY PRIVATIZED
UTILITY OWNER AND SHALL BE MADE PAYABLE IN FULL BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
6. TRENCH SAFETY DESIGN WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONTRACTOR SHALL SUBMIT A TRENCH SAFETY DESIGN
APPROVED BY A PROFESSIONAL ENGINEER TO THE CONTRACTING
OFFICER FOR REVIEW PRIOR TO THE START OF ANY UNDERGROUND
UTILITY CONSTRUCTION.
7. ALL STORM WATER POLLUTION PREVENTION AND ENVIRONMENTAL
PROTECTION MEASURES SHALL BE ESTABLISHED BEFORE DEMOLITION
BEGINS.
8. THE LOCATION OF ANY EXISTING UTILITY LINES ACCORDANCE WITH
TPDES GENERAL PERMIT SHOWN ON THESE PLANS IS THE BEST
AVAILABLE AND MAY NOT BE ACCURATE. ANY DAMAGE TO EXISTING
UTILITY LINES, BOTH KNOWN AND UNKNOWN, SHALL BE REPAIRED AT
THE EXPENSE OF THE CONTRACTOR WHO DAMAGES THE UTILITY.
9. EXISTING FUELS SHALL BE REMOVED AND DISPOSED OF, OFFSITE, PER
TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ)
REGULATIONS.
10. ALL CONSTRUCTION SHALL COMPLY WITH TCEQ REQUIREMENTS.
11. WHERE CONTRACTOR IS REQUIRED TO CONNECT PIPING INTO EXISTING
MANHOLES/STRUCTURES, CONTRACTOR SHALL PHYSICALLY INSPECT
STRUCTURES FOR EVIDENCE OF STRUCTURAL COLLAPSE OR CORROSIVE
DAMAGE. IF CONTRACTOR SEES VISUAL EVIDENCE OF SUCH DAMAGE,
CONTRACTOR SHALL NOTIFY THE COR AND REQUEST DIRECTION BEFORE
BEGINNING RELATED CONSTRUCTION ACTIVITIES.
12. ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFF-SITE IN A
DUMPSTER PROVIDED BY OWNER.
13. REFRIGERANT SHALL BE DISPOSED OF IN A LAWFUL MANNER. DO NOT
RELEASE IN ATMOSPHERE.
14. IN CASE OF ASBESTOS IN THE BUILDING, NOTIFY OWNER IMMEDIATELY.
15. CONTRACTOR'S PROPOSAL SHALL BE PREPARED FOLLOWING THE
CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE BELOW:
16. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN IN
THE DRAWINGS OR SHOWN IN THE DRAWINGS AND NOT MENTIONED
IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF TO BE SHOWN
AND MENTION IN BOTH. IN CASE OF DIFFERENCES BETWEEN DRAWING
AND THE SPECIFICATIONS, THE STRICTER PROVISION AS DETERMINED BY
THE GOVERNMENT OR CONTRACTING OFFICER AND OR
REPRESENTATIVE SHALL GOVERN. OMISSIONS FROM THE DRAWINGS OR
SPECIFICATIONS, OR THE INCORRECT DESCRIPTION OF WORK WHICH
ARE EVIDENTLY NECESSARY TO CARRY OUT THE INTENT OF THE DESIGN
DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY
PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR INCORRECTLY DESCRIBED DETAIL OF
WORK. RATHER, THE WORK SHALL BE PERFORMED AS IF THE DRAWINGS
HAVE BEEN VERIFIED, CHECKED AND COORDINATED WITH SHOP
DRAWINGS AND SAMPLES OF THE WORK AND OF THE SPECIFICATIONS.
CIVIL / SITE GENERAL NOTES
A ---------------------
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES
ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR
FURNISHED/CONTRACTOR
INSTALLED
CFE CONTRACTOR FURNISHED
EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF C ERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD
(INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALL COVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
GFRG GLASS-FIBER-REINFORCED
GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR
(FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC ROOM RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL (FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
V --------------------
VA VETERAN'S ADMINISTRATION
ABBREVIATIONS
1. CONSTRUCTION BARRIER SHALL CONSIST OF: 1 HOUR RATED GYPSUM
BOARD PARTITION FROM FLOOR TO CEILING AND FIRE RATED POLY
BARRIER FROM CEILING TO UNDERSIDE OF DECK ABOVE. DUST BARRIER
WALLS EXTENDING PERPENDICULAR TO CORRIDOR SHALL BE BUILT AT A
45⁰ ANGLE IN REFERENCE TO THE CORRIDOR FLOW OF EGRESS.
BARRIERS SHALL BE WIPED DOWN PRIOR TO BEING REMOVED.
2. DIRECTIONAL SIGNS MUST BE POSTED TO DISPLAY MEANS OF EGRESS
AND LIFE SAFETY INFORMATION.
3. ILLUMINATED EXIT SIGNS SHALL BE RELOCATED WHEN OBSTRUCTED BY
CONSTRUCTION.
4. GENERAL CONTRACTOR SHALL WORK CLOSELY WITH THE RESIDENT
ENGINEER AND/OR CONTRACTING OFFICER TECHNICAL
REPRESENTATIVE (COTR) WHEN LIFE SAFETY HAZARDS ARE PRESENT.
THE RESIDENT ENGINEER AND/OR COTR SHALL COMMUNICATE ALL
SAFETY CONCERNS TO THE SAFETY OFFICE.
5. WORK SITE SHALL BE SECURED BY LOCK WHEN NO EMPLOYEES ARE
PRESENT ON SITE.
6. FLOOR MATS AND STICKY MATS LOCATED AT THE ENTRANCE TO THE
CONSTRUCTION AREA SHALL BE REPLACED AS NEEDED (AT
APPROXIMATELY 75% USED).
7. GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE REMOVED
PROMPTLY.
8. HAZARDOUS MATERIALS SHALL BE STORED APPROPRIATELY.
9. MATERIAL SAFETY DATA SHEETS (MSDS(S)) SHALL BE POSTED ON JOB
SITE.
10. ICRA SHALL BE POSTED ON JOB SITE.
11. SMOKING REGULATIONS SHAL BE FOLLOWED.
12. FIRE EXTINGUISHERS SHALL BE READILY AVAIALBLE IN THE
CONSTRUCTION AREA.
13. HOT WORK PERMITS SHALL BE ISSUED WHEN NECESSARY.
14. SAFETY AND TEMPORARY SIGNAGE SHALL BE IN PLACE AT ALL TIMES
THROUGH DURATION OF CONSTRUCTION.
15. SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN SAFETY AND
ENVIRONMENTAL ISSUES.
16. MEANS OF EGRESS SHALL BE CLEARLY DESIGNATED IN BOTH
CONSTRUCTION AND ADJACENT AREAS. ACCESS FOR THE FIRE
DEPARTMENT AND EMERGENCY SERVICES SHALL BE CLEAR. STATUS OF
THE FIRE DETECTION/SPRINKLER SYSTEM SHALL BE:
a. FIRE SPRINKLER SYSTEM IS ACTIVE
b. FIRE ALARM SYSTEM IS ACTIVE
c. SMOKE DETECTORS ARE ACTIVE
d. TEMPORARY SYSTEMS ARE IN PLACE.
17. EXTENSION CORDS SHALL BE PROTECTED AND DISCONNECTED AT THE
END OF THE DAY.
CONSTRUCTION SAFETY NOTES
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E n g n i e e r i n g
D i v i s i o n
D i r e c t o r a t e o f P u b l i c
W o r k s
BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
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G-003
34"W EXIT
(SEC 1005.3.2)
84' to exit.
59' to exit.
83' to exit.
83' to exit.
150' m ax d iagonal dista nce X 1/2 = 75' re quired min. dista nce between exits
(S
ECTION 1007.1.1)
107' distance between exits (SECTION 1007.1.1)
34"W EXIT
(SEC 1005.3.2)
64"W EXIT
(SEC 1005.3.2)
64"W EXIT
(SEC 1005.3.2)
EXIT
EXIT
EXITEXIT
EXIT
EXIT
EXIT
EXIT
BLDG 4612ENGINEER DR.FT. HOOD, TX 76544
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G-005
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PLAN
BUILDING 41003
ALLOWABLE HEIGHT AND AREA (CHAPTER 5 OF IBC)
EXIT ACCESS REQUIREMENTS
PLUMBING FIXTURE COUNTS
APPLICABLE CODES AND STANDARDS
LIFE SAFETY PLAN
Scale: 3/32" = 1'-0"
KEYPLAN
SCREENED LINES EXISTING TO REMAIN, UNLESS OTHERWISE
NOTED ON PLANS.
INDICATES NEW CONSTRUCTION
LEGEND
OPEN OFFICE AREAS FOR OWNER PROVIDED CUBICLES (INDICATED WITH DASHED LINES).
KEYNOTES
EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2
CHAP. 29
REFER TO FLOOR PLAN 1/G-005 AND CODE SUMMARY TABLE.
OUTDOOR MECHANICAL YARD
FIRE EXTINGUISHER
EXIT
EXIT SIGN
USE AND OCCUPANCY CLASSIFICATION (IBC AND NFPA 101)
BUILDING CODE ANALYSIS
ALTERATION LEVEL 3:
PER SECTION 604.1 OF THE EIBC THIS RENOVATION IS AN ALTERATION LEVEL 3 AS THE RENOVATED
AREA EXCEEDS 50% OF THE FLOOR AREA.
PER PARAGRAPH 34-1.2.8 OF UFC 3-600-01, FLOOR PLAN RECONFIGURATIONS THAT EXCEED 50
PERCENT OF THE AREA OF A FLOOR REQUIRE THAT THE ENTIRE FLOOR BE BROUGHT UP TO THE
REQUIREMENTS FOR NEW CONSTRUCTION IN THIS UFC AND NFPA 101.
THE BUILDING'S RENOVATION EXCEEDS MORE THAN 50% OF THE FLOOR AREA. THE FIRE PROTECTION
FEATURES OF THE BUILDING WILL COMPLY WITH THE UFC FOR NEW CONSTRUCTION.
AUTOMATIC SPRINKLER SYSTEMS:
PER 9-7.2.1.1OF UFC 3-600-01, AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED DUE TO THE
BUILDING BEING A SINGLE STORY, TYPE IIB CONSTRUCTION, AND LESS THAN 15,000 SF GROSS FLOOR
AREA.
IN ADDITION, AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED BY THE IBC FOR AREA, HEIGHT OR
CONSTRUCTION TYPE MODIFICATIONS.
STANDPIPE SYSTEMS:
PER SECTION 9-10.2.2 OF UFC 3-600-01, A STANDPIPE SYSTEM IS NOT REQUIRED FOR THE BUILDING
(LESS THAN 4 STORIES AND ALL PORTIONS CAN BE REACHED FROM AN EXTERIOR DOOR IN LESS THAN
450 FEET).
SMOKE CONTROL SYSTEMS:
DUE TO THE BUILDING BEING LIMITED TO ONE STORY IN HEIGHT, SMOKE CONTROL SYSTEMS ARE NOT
REQUIRED FOR THIS PROJECT. FIRE AND SMOKE DAMPERS SHALL BE INSTALLED IN AIR DISTRIBUTION
SYSTEMS AS REQUIRED BY NFPA 90A, INTERNATIONAL BUILDING CODE, AND INTERNATIONAL
MECHANICAL CODE.
FIRE DEPARTMENT ACCESS:
S 78TH ST PROVIDES AN ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY VEHICLES
UNIMPEDED ACCESS TO B41003. EXTERIOR DOORS ARE LOCATED ALONG WEST FACE OF THE
BUILDING PROVIDE FIRE DEPARTMENT INGRESS WITH 33 FEET OF THE ROAD TO COMPLY WITH
SECTION 9-1.1 OF UFC 3-600-01.
TYPE OF CONSTRUCTION (CHAPTER 6 OF IBC)
INTERIOR FINISHES (CHAPTER 38 OF NFPA 101)
OCCUPANT LOAD ( CHAPTER 10 OF UFC 3-600-01 AND NFPA 101)
MEANS OF EGRESS ( CHAPTER 10 OF UFC 3-600-01 AND NFPA 101)
FIRE EXTINGUISHER. PROVIDE 5 LB DRY CHEMICAL ABC FIRE EXTINGUISHER
D
2 3
C
4 5
A
B
I S
S U
E
F
D
D E
S C
R I P
T I O
N M
A R
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TEXAS
DPW
FORT HOOD
E n g n i e e r i n g
D i v i s i o n
D i r e c t o r a t e o f P u b l i c
W o r k s
BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
P R
O J E
M
B E
R
A D
P
C O
N T
R A
M
B E
R
B L D
G
N
U M
B E
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D A
T E
P R
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T
L E
S H
E E
T
D
E S
C R
I P
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R E
N O
V A
G E
N G
S
V C
P
R O
J A
D
E N
O V
A T
E
B
U I L
D I N
G
R A
W I N
G S
G
D
W G
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CODE REVIEW
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UNITED STATES CORP OF ENGINEERS (USACE) FORT HOOD TEXAS
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BUILDING HEIGHT LIMITATIONS
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EGRESS WIDTH
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BUSINESS (O.L. = 116)
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MINIMUM EXITS (NUMBER)
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MINIMUM CORRIDOR WIDTH (INCHES)
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MINIMUM EXIT SEPARATION (FEET)
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MAXIMUM DEAD ENDS
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MAXIMUM COMMON PATH OF EGRESS TRAVEL
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ELEMENT
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EXITS AND EXIT ACCESS CORRIDORS
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OTHER THAN EXITS AND EXIT ACCESS CORRIORS
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FIXTURE TYPE
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WATER CLOSETS
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URINALS
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USE
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BUSINESS (B)
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TOTAL OCCUPANT LOAD
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ASSEMBLY (A)
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STORAGE (S)
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UNCONCENTRATED (TABLES AND CHAIRS)
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ACCESSORY STORAGE, MECH AND EQUIP ROOMS
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OCCUPANT LOAD STATED BY USER
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BUILDING AREA LIMITATIONS
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23,000 SF
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ACTUAL
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14'-0" MAX
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9,655 SF
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REMARKS
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LIMITS
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SF
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REMARKS
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FACTOR (SFPP)
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OCCUPANT LOAD
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REMARKS
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NONE
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PROVIDED
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REMARKS
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MINIMUM UNITS
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PROVIDED UNITS
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FACTOR (IPP)
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7.4 OF
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7.5.1.3.2 OF
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TABLE 504.3 OF IBC
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TABLE 7.3.1.2 OF
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UNITED STATES ARMY POST
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STATE
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TABLE 506.2 OF IBC
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FOR BUSINESS (B), NS, IIB
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FOR BUSINESS (B), NS, IIB
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SECTION OR TABLE
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38.3.3.2 AND 38.3.3.3
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CLASS A OR CLASS B
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CLASS A, CLASS B, OR
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WALLS/CEILINGS
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FLOOR FINISH
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CLASS I OR CLASS II
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TABLE 2902.1 OF IBC BUSINESS (B PRIME) OCCUPANCY
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TYPE
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REQUIRED
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PROVIDED
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REMARKS
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WOMEN 50% O.L.
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MEN 50% O.L.
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WOMEN 50% O.L.
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1/25 TO 50, THEN 1 PER 50
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50% OF TOTAL FIXTURES
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REFER TO CHAPTER 4 OF THE 2018 IPC.
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VESTIBULE
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HALL
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DUTY
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OFFICE
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XO
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CSM
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COMMAND
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HALL
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S1 OFFICE
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COMSEC
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ADJ
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JAN.
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SIPR
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NIPR
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STORAGE
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RR
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VESTIBULE
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EXIT ACCESS TRAVEL DISTANCE (MAXIMUM)
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38.2.6.2 OF
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WITHOUT SPRINKLER SYSTEM
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REQUIRED (O.L. X IPP)
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75'-0" (1/2 OF 150'-0")
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TOPIC
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TITLE
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EDITION
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AMENDMENTS
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CHANGE 1, 1 OCTOBER 2020
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UFC 1-200-01 DOD BUILDING CODE 8 OCTOBER 2019
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CLASSIFICATION SPRINKLER PROTECTION
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B BUSINESS
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IBC - SECTION 302
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SECTION OR TABLE
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NFPA 101 - CHAPTER 38
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NEW BUSINESS
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CHANGE 6, 6 MAY 2021
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UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES 8 AUGUST 2016
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IBC 2018 INTERNATIONAL BUILDING CODE 2018 EDITION
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NFPA 72
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NATIONAL FIRE ALARM AND SIGNALING CODE 2018 EDITION
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NOT SPRINKLERED
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TABLE 504.4 OF IBC
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STORIES ABOVE GRADE LIMITATION
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3 STORIES
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1 STORY
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NFPA 101
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CLASS C
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NFPA 101 AND
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TABLE 10.1 OF
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UFC 3-600-01
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NFPA 101
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NFPA 101
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NFPA 101
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NFPA 101
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NFPA 101
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NFPA 101
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NFPA 101
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OCCUPANCIES
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UFC 3-420-01 PLUMBING SYSTEMS 1 APRIL 2021
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CHANGE 1, JANUARY 2010
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UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS 9 APRIL 2008
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NFPA 101
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LIFE SAFETY CODE 2018 EDITION
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NFPA 10
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STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2018 EDITION
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CONSTRUCTION TYPE
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IBC - SECTION 602
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SECTION OR TABLE
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TYPE IIB
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FIRE-RESISTANCE RATING REQUIREMENTS
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BUILDING ELEMENT RATING REMARKS
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PRIMARY STRUCTURAL FRAME
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BEARING WALLS - EXTERIOR
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NONBEARING WALLS - EXTERIOR
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NONBEARING WALLS - INTERIOR
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FLOOR CONSTRUCTION
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NEAREST BUILDING OVER 60'
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NEAREST BUILDING OVER 60'
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UNPROTECTED
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NON-COMBUSTIBLE
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TABLES 601 AND
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602 OF IBC
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NFPA 220 EQUIVALENT
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IS TYPE II (000)
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FOR BUSINESS (B), NS, IIB
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EXIT
EXIT
EXITEXIT
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L I F
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A F
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P
L A
N
G-006
T
R
U
E
PLAN
LIFE SAFETY PLAN
Scale: 3/32" = 1'-0"
KEYPLAN
OPEN OFFICE AREAS FOR OWNER PROVIDED CUBICLES (INDICATED WITH DASHED LINES).
KEYNOTES
OUTDOOR MECHANICAL YARD
ROOM TYPE AND OCCUPANCY
ROOM # AND NAME AREA TYPE A TYPE B TYPE S
OCCUPANCY
A
OCCUPANCY
B
OCCUPANCY
S
15 150 500
100 - VESTIBULE
239 239 16 16
101 - DUTY OFFICE
79 79 1 1
102 - OFFICE
96 96 1 1
103 - OFFICE
96 96 1 1
104 - OFFICE
106 106 1 1
105 - HALL
204 204 2 2
106 - ADJ
134 134 1 1
107 - HALL
209 209 2 2
108 - XO
120 120 1 1
109 - CSM
116 116 1 1
110 - COMMAND OFFICE
246 246 2 2
111 - HALL
58 58 1 1
112 - CONFERENCE
470 470 32 32
113 - S4 OFFICE
122 122 1 1
114 - STORAGE
46 46 1 1
115 - OFFICE
120 120 1 1
116 - OPEN OFFICE
1134 1134 8 8
117 - HALL
344 344 3 3
118 - COMSEC
63 63 1 1
119 - HALL
134 134 1 1
120 - S6 OFFICE
82 82 1 1
121 - S6
237 237 2 2
122 - S6 STORAGE
169 169 1 1
123 - S2 OFFICE
111 111 1 1
124 - S2 OFFICE
104 104 1 1
125 - S2 OPEN OFFICE
470 470 3 3
126 - SIPR
63 63 1 1
127 - JAN
32 32 1 1
128 - BREAK ROOM
182 182 2 2
129 - WOMEN'S PR
179 179 2 2
130 - MEN'S PR
241 241 2 2
131 - PR VESTIBULE
82 82 1 1
132 - HALL
96 96 1 1
133 - TRAINING ROOM
348 348 24 24
134 - STORAGE
52 52 1 1
135 - S1 OFFICE
106 106 1 1
136 - S1 OFFICE
162 162 2 2
137 - S1 OFFICE
157 157 2 2
138 - S3 OFFICE
142 142 1 1
139 - S3 OFFICE
147 147 1 1
140 - S3 OFFICE
147 147 1 1
141 - S3 OPEN OFFICE
762 762 6 6
142 - ELEC
112 112 1 1
143 - NIPR
74 74 1 1
144 - S3 OFFICE
117 117 1 1
Z1 Z 2 Z 3 Z 4 Z 5
32 55 34 11 1 OCCUPANT (RE: 1/G-006) SQ. FT.
BUSINESS (B) 7,825
STORAGE (S) 507
ASSEMBLY (A) 869
RESTROOMS (B) 454
TOTAL PLAN SF 9,655
OCCUPANT LOAD S.F. AND LEGEND
ZO
N
E
ZO
N
E
ZONE 2 ZONE 1
ZO
N
E
ZONE 3
ZONE 3
ZO
N
E
ZO
N
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ZONE 4 ZONE 5
32 OCCUPANTS
32" EGRESS REQ.
64" PROVIDED
55 OCCUPANTS
32" EGRESS REQ.
34" PROVIDED
34 OCCUPANTS
32" EGRESS REQ.
34" PROVIDED
11 OCCUPANTS
32" EGRESS REQ.
34" PROVIDED
1 OCCUPANTS
32" EGRESS REQ.
34" PROVIDED
FIRE EXTINGUISHER
EXIT
EXIT SIGN
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2 3
C
4 5
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F
D
D E
S C
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TEXAS
DPW
FORT HOOD
E n g n i e e r i ng
D i v i s i o n
D i r e c t o r a t e o f P u b l i c
W o r k s
BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
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B E
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C R
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N O
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G E
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S
V C
P
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U I L
D I N
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R A
W I N
G S
G
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W G
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CS101
D
2 3
C
4 5
A
B
I S
S U
E
F
D
D E
S C
R I P
T I O
N M
A R
K D
A T
E
SHEET ID
TEXAS
DPW
FORT HOOD
E n g n i e e r i n g
D i v i s i o n
D i r e c t o r a t e o f P u b l i c
W o r k s
BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
P R
O J E
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N T
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M
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& GUTTER
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&. STEPS
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&. STEPS
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AutoCAD SHX Text
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CONC.
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GARRYOWEN ST
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& GUTTER
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ST. SEW.
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AutoCAD SHX Text
ST. SEW.
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CONC.
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DRAINAGE
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FLUME
AutoCAD SHX Text 12" R.C.P.
AutoCAD SHX Text
ST. SEW.
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CONC.
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PAD
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ASPH. PVMT.
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W/CONC. CURB
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& GUTTER
AutoCAD SHX Text F.H.
AutoCAD SHX Text
VALVE
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VAULT
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%%UEXISTING FEATURES LEGEND
AutoCAD SHX Text
POWER LINE (BURIED OR OVERHEAD)
AutoCAD SHX Text
BURIED COMMUNICATION LINE
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
NATURAL GAS LINE
AutoCAD SHX Text
DOMESTIC WATER LINE
AutoCAD SHX Text
STORM SEWER
AutoCAD SHX Text
CHILLED WATER LINE
AutoCAD SHX Text
EDGE OF ASPHALT PAVEMENT
AutoCAD SHX Text
CONTOUR (5.0-FOOT INTERVAL)
AutoCAD SHX Text
CONTOUR (1.0-FOOT INTERVAL)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text C.P. 5
AutoCAD SHX Text I.R.F. W/
AutoCAD SHX Text
ALUM CAP
AutoCAD SHX Text C.P. 2
AutoCAD SHX Text I.R.F. W/
AutoCAD SHX Text
ALUM CAP
AutoCAD SHX Text C.P. 3
AutoCAD SHX Text I.R.F. W/
AutoCAD SHX Text
ALUM CAP
AutoCAD SHX Text F.H.
AutoCAD SHX Text W.V.
AutoCAD SHX Text W.V.
AutoCAD SHX Text W.V.
AutoCAD SHX Text W.V.
AutoCAD SHX Text F.H.
AutoCAD SHX Text
CONC. WALK
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ASPH. PVMT.
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W/CONC. CURB
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AutoCAD SHX Text G.V.
AutoCAD SHX Text G.M.
AutoCAD SHX Text C.O.
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SIGN
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SIGN
AutoCAD SHX Text 24" L.O.
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ASPH. PVMT.
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W/CONC. CURB
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& GUTTER
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CONC.
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TOP GRATE 907.32
AutoCAD SHX Text F.L. 905.0
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TOP 907.80
AutoCAD SHX Text F.L. 906.6
AutoCAD SHX Text
(SILTED)
AutoCAD SHX Text F.F. 910.54
AutoCAD SHX Text F.F. 908.71
AutoCAD SHX Text
TOP %%P909.4
AutoCAD SHX Text ROOF DOWNSPOUT DRAIN (TYP.) ALL DRAINS TO ALL DRAINS TO BE CLEANED FROM DOWNSPOUT TO STORM WATER MANHOLE BY AUGER METHOD.
ROOF DOWNSPOUT DRAIN (TYP.) ALL DRAINS TO ALL DRAINS TO BE CLEANED FROM DOWNSPOUT TO STORM WATER MANHOLE BY AUGER METHOD.
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DEMOLISH CURB
AND GUTTER
DEMOLISH CURB
AND GUTTER
CONSTRUCT
NEW CONCRETE
CURB AND GUTTER
BACKFILL WITH TOP SOIL
AND PLACE BERMUDA SOD,
MATCH EXISTING FINISH GRADE
ASPHALT REPAIRS ALONG
NEW CURB AND GUTTER
DEMOLISH EXISTING RETAINER
BLOCK, INSTALL NEW CONCRETE
RETAINER BLOCK AT BOTTOM OF
LOADING DOCK
D E
M O
L I T
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P
L A
N
CD101
D
2 3
C
4 5
A
B
I S
S U
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F
D
D E
S C
R I P
T I O
N M
A R
K D
A T
E
SHEET ID
TEXAS
DPW
FORT HOOD
E n g n i e e r i n g
D i v i s i o n
D i r e c t o r a t e o f P u b l i c
W o r k s
BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
P R
O J E
M
B E
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A D
P
C O
N T
R A
M
B E
R
B L D
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LANDING
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&. STEPS
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EXIST. BLDG.
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CONC. PVMT.
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CONC.
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WALK
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OLD IRONSIDES AVENUE
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CONC. CURB
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CONC. CURB
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& GUTTER
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W/CONC. CURB
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& GUTTER
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W/CONC. CURB
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& GUTTER
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
GRATE INLET
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GRATE
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CURB INLET
AutoCAD SHX Text 15" R.C.P.
AutoCAD SHX Text
ST. SEW.
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AutoCAD SHX Text
ST. SEW.
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CONC.
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DRAINAGE
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FLUME
AutoCAD SHX Text 12" R.C.P.
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ST. SEW.
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ASPH. PVMT.
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W/CONC. CURB
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& GUTTER
AutoCAD SHX Text F.H.
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VALVE
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VAULT
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%%UEXISTING FEATURES LEGEND
AutoCAD SHX Text
POWER LINE (BURIED OR OVERHEAD)
AutoCAD SHX Text
BURIED COMMUNICATION LINE
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
NATURAL GAS LINE
AutoCAD SHX Text
DOMESTIC WATER LINE
AutoCAD SHX Text
STORM SEWER
AutoCAD SHX Text
CHILLED WATER LINE
AutoCAD SHX Text
EDGE OF ASPHALT PAVEMENT
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text C.P. 5
AutoCAD SHX Text I.R.F. W/
AutoCAD SHX Text
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AutoCAD SHX Text C.P. 2
AutoCAD SHX Text I.R.F. W/
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CONC. WALK
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AutoCAD SHX Text W.V.
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AutoCAD SHX Text F.H.
AutoCAD SHX Text
CONC. WALK
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ASPH. PVMT.
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W/CONC. CURB
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& GUTTER
AutoCAD SHX Text G.V.
AutoCAD SHX Text G.M.
AutoCAD SHX Text
DOWNSPOUT
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DRAIN (TYP.)
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ROOF
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DOWNSPOUT
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DRAIN (TYP.)
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ROOF
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SIGN
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REMOVE EXIST.
AutoCAD SHX Text
ASPH. PVMT.
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REMOVE 30 L.F.
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EXIST. CONC.
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CURB & GUTTER
AutoCAD SHX Text
FULL-DEPTH CONC. SAWCUT
AutoCAD SHX Text
FULL-DEPTH CONC. SAWCUT
AutoCAD SHX Text
(TO REMAIN)
AutoCAD SHX Text N 10389653.9803
AutoCAD SHX Text E 3088183.9781
AutoCAD SHX Text N 10389649.9420
AutoCAD SHX Text E 3088213.8710
AutoCAD SHX Text 26.75'
AutoCAD SHX Text
TO BACK
AutoCAD SHX Text 32'
AutoCAD SHX Text N 10389680.7026
AutoCAD SHX Text E 3088185.5106
AutoCAD SHX Text N 10389676.4945
AutoCAD SHX Text E 3088217.2009
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text 24" L.O.
AutoCAD SHX Text
REMOVE ALL
AutoCAD SHX Text
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BLDG. EAST SIDE
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REMOVE 15.67 L.F. EXIST.
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CONC. CURB & GUTTER
AutoCAD SHX Text 2'
AutoCAD SHX Text
TYP.
AutoCAD SHX Text N 10390073.6720
AutoCAD SHX Text E 3088355.2320
AutoCAD SHX Text N 10390079.1110
AutoCAD SHX Text E 3088315.5000
AutoCAD SHX Text 5'
AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text
(TO REMAIN)
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CLEAN OFF TOP &
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CURB INLET
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2-KVA
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XFMRS.
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AutoCAD SHX Text 2'
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TYP.
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REMOVE EXIST. ASPH. PVMT.
AutoCAD SHX Text
REMOVE 16.33 L.F. EXIST.
AutoCAD SHX Text
CONC. CURB & GUTTER
AutoCAD SHX Text N 10390060.2148, E 3088170.7753
AutoCAD SHX Text N 10390075.7517
AutoCAD SHX Text E 3088174.4884
AutoCAD SHX Text 10.5'
AutoCAD SHX Text
FULL-DEPTH CONC.
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SAWCUT (TYP.)
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REMOVE EXIST. CONC. WALK
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PROTECT EXIST.
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ROOF DOWNSPOUT
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DRAIN & BOOT
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CONC. LOADING DOCK
AutoCAD SHX Text N 10389994.1950
AutoCAD SHX Text E 3088161.9340
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TYP.
AutoCAD SHX Text 2'
AutoCAD SHX Text C.O.
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REMOVE
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AREAS TO BE
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AND TREE REMOVAL
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LOCATED IN DEMOLITION
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BURIED UTILITY LINES
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WARNING
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PROTECTED
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EXIST. 4" SAN. SEW. TO REMAIN
AutoCAD SHX Text N 10389946.6972
AutoCAD SHX Text E 3088153.5680
AutoCAD SHX Text 12'
AutoCAD SHX Text
PROTECT EXISTING CONC CURB & GUTER EXCEPT WHERE SHOWN
GARRYOWEN STREET
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D
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A
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R I P
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A T
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SHEET ID
TEXAS
DPW
FORT HOOD
E n g n i e e r i n g
D i v i s i o n
D i r e c t o r a t e o f P u b l i c
W o r k s
BLDG 4612
ENGINEER DR.
FT. HOOD, TX 76544
P R
O J E
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A D
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AutoCAD SHX Text
HORIZONTAL SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
&. STEPS
AutoCAD SHX Text
EXIST. BLDG.
AutoCAD SHX Text B41003
AutoCAD SHX Text
CONC. PVMT.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
WALK
AutoCAD SHX Text
OLD IRONSIDES AVENUE
AutoCAD SHX Text
EXIST. CONC. CURB
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
W/CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
W/CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
W/CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
W/CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
W/CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text 15" R.C.P.
AutoCAD SHX Text
ST. SEW.
AutoCAD SHX Text 15" R.C.P.
AutoCAD SHX Text
ST. SEW.
AutoCAD SHX Text 12" R.C.P.
AutoCAD SHX Text
ST. SEW.
AutoCAD SHX Text 12" R.C.P.
AutoCAD SHX Text
ST. SEW.
AutoCAD SHX Text 12" R.C.P.
AutoCAD SHX Text
ST. SEW.
AutoCAD SHX Text 12" R.C.P.
AutoCAD SHX Text
ST. SEW.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
DRAINAGE
AutoCAD SHX Text
FLUME
AutoCAD SHX Text 12" R.C.P.
AutoCAD SHX Text
ST. SEW.
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
W/CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
%%UEXISTING FEATURES LEGEND
AutoCAD SHX Text
POWER LINE (BURIED OR OVERHEAD)
AutoCAD SHX Text
BURIED COMMUNICATION LINE
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
NATURAL GAS LINE
AutoCAD SHX Text
DOMESTIC WATER LINE
AutoCAD SHX Text
STORM SEWER
AutoCAD SHX Text
CHILLED WATER LINE
AutoCAD SHX Text
EDGE OF ASPHALT PAVEMENT
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text C.P. 5
AutoCAD SHX Text I.R.F. W/
AutoCAD SHX Text
ALUM CAP
AutoCAD SHX Text C.P. 2
AutoCAD SHX Text I.R.F. W/
AutoCAD SHX Text
ALUM CAP
AutoCAD SHX Text C.P. 3
AutoCAD SHX Text I.R.F. W/
AutoCAD SHX Text
ALUM CAP
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text F.H.
AutoCAD SHX Text W.V.
AutoCAD SHX Text W.V.
AutoCAD SHX Text W.V.
AutoCAD SHX Text F.H.
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text
ASPH. PVMT.
AutoCAD SHX Text
W/CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text G.V.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
DOWNSPOUT
AutoCAD SHX Text
DRAIN (TYP.)
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
SIGN
AutoCAD SHX Text 24" L.O.
AutoCAD SHX Text 2'
AutoCAD SHX Text
TYP.
AutoCAD SHX Text N 10390073.6720
AutoCAD SHX Text E 3088355.2320
AutoCAD SHX Text N 10390079.1110
AutoCAD SHX Text E 3088315.5000
AutoCAD SHX Text W.V.
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text N 10390060.2148, E 3088170.7753
AutoCAD SHX Text N 10390075.7517
AutoCAD SHX Text E 3088174.4884
AutoCAD SHX Text 10.5'
AutoCAD SHX Text 2'
AutoCAD SHX Text
CONC.
AutoCAD SHX Text N 10389994.1950, E 3088161.9340
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
CONST. CONC. WALK
AutoCAD SHX Text
RAMP W/HANDRAILS
AutoCAD SHX Text
40.5' TO BACK
AutoCAD SHX Text N 10389816.3643
AutoCAD SHX Text E 3088262.2465
AutoCAD SHX Text 6'
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
3' CHAMFER
AutoCAD SHX Text
PROP. 4"
AutoCAD SHX Text
SAN. SEW.
AutoCAD SHX Text
(SEE PLUMBING)
AutoCAD SHX Text
CONST. H.M.A.C. PVMT.
AutoCAD SHX Text
(MATCH EXIST. PVMT. THICKNESS)
AutoCAD SHX Text
35.5 L.F. 6" P.V.C.
AutoCAD SHX Text
DRAIN LINE
AutoCAD SHX Text
CONST. 36 L.F.
AutoCAD SHX Text
TRENCH DRAIN
AutoCAD SHX Text
FURNISH & INSTALL
AutoCAD SHX Text
DRAIN LINE TO
AutoCAD SHX Text
EXIST. CURB INLET
AutoCAD SHX Text
CONNECT PROP.
AutoCAD SHX Text
DOWNSPOUTS/BOOTS FOR
AutoCAD SHX Text
LEAK-PROOF CONNECTION.
AutoCAD SHX Text
CHECK ALL EXIST. ROOF
AutoCAD SHX Text
CONNECT TO EXIST. CURB & GUTTER
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text
CONST. BARRIER-
AutoCAD SHX Text
FREE RAMP (CONNECT
AutoCAD SHX Text
TO EXIST. WALK &
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
CONST. BARRIER-
AutoCAD SHX Text
FREE RAMP (CONNECT
AutoCAD SHX Text
TO EXIST. WALK &
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
& GUTTER
AutoCAD SHX Text
CONST. H.M.A.C. PVMT.
AutoCAD SHX Text
(MATCH EXIST. PVMT. THICKNESS)
AutoCAD SHX Text
CONST. BARRIER-
AutoCAD SHX Text
FREE RAMP (CONNECT
AutoCAD SHX Text
TO EXIST. WALK &
AutoCAD SHX Text
CURB & GUTTER
AutoCAD SHX Text
CONST. H.M.A.C. PVMT.
AutoCAD SHX Text
(MATCH EXIST. PVMT. THICKNESS)
AutoCAD SHX Text
CONST. CONC. WALK
AutoCAD SHX Text
CONNECT TO EXIST.
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text F.H.
AutoCAD SHX Text
CONC. LOADING DOCK
AutoCAD SHX Text
BACKFILL AREA WITH
AutoCAD SHX Text
TOPSOIL AND SOLID-SOD
AutoCAD SHX Text
WITH GRASS
AutoCAD SHX Text N 10389978.8522
AutoCAD SHX Text E 3088171.9680
AutoCAD SHX Text
%%UPROPOSED FEATURES LEGEND
AutoCAD SHX Text
PROPOSED H.M.A.C. PAVEMENT
AutoCAD SHX Text
PROPOSED SANITARY SEWER
AutoCAD SHX Text
PROPOSED STORM SEWER
AutoCAD SHX Text
EDGE OF PROP. ASPHALT PAVEMENT
AutoCAD SHX Text
PROPOSED GRASS SOD
AutoCAD SHX Text
PROP. CONCRETE PAVEMENT OR WALK
AutoCAD SHX Text
PROPOSED 8" CRUSHED ROCK
AutoCAD SHX Text 5'
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 5'
AutoCAD SHX Text
8"-WIDE RAMP
AutoCAD SHX Text
CURB (TYP.)
AutoCAD SHX Text 51.37'
AutoCAD SHX Text 17.86'
AutoCAD SHX Text 3'
AutoCAD SHX Text 8'
AutoCAD SHX Text 17.58'
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text B
AutoCAD SHX Text D
AutoCAD SHX Text J
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text M
AutoCAD SHX Text K
AutoCAD SHX Text F
AutoCAD SHX Text 6'
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
CONST.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
WALK
AutoCAD SHX Text
FURNISH & INSTALL
AutoCAD SHX Text
SCREENING WALL W/
AutoCAD SHX Text
PILASTERS (SIMILAR
AutoCAD SHX Text
CONST. 5'-WIDE HANDICAP
AutoCAD SHX Text
HANDICAP RAMP
AutoCAD SHX Text
W/HANDRAILS
AutoCAD SHX Text
CONST. 7.33'-WIDE
AutoCAD SHX Text
8"-WIDE RAMP
AutoCAD SHX Text
CURB (TYP.)
AutoCAD SHX Text U
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text Q
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text
%%UPROPOSED IMPROVEMENTS KEY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
LABEL
AutoCAD…
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