Attach-2_JAXF35CWF-100P GENERAL CS ARCH DRAWINGS VOLUME 1 OF 3.pdf
PDF 43 MB Posted
- Attached to
- F-35 CONSTRUCT COMBINED WEAPONS FACILITY Federal contract opportunity
- Solicitation number
- W50S6Y-25-B-A004
About this file
This file appears to be an architectural drawings package (Volume 1 of 3) for the F-35 Combined Weapons Facility construction project. The drawings package contains general civil and architectural plans for a new 22,696 square-foot Consolidated Weapons Facility at the 125th Fighter Wing, Jacksonville International Airport. The facility includes a Hangar Bay for Load Crew Training, weapons and release systems back-shops, administrative offices, classrooms, break room, and restrooms.
The drawings package appears to be an attachment to solicitation W50S6Y-25-B-A004, which is a small business set-aside construction project with an estimated value between $10M-$25M. The project scope includes environmental remediation, demolition of existing buildings (B1404, B1422, B1022), and installation of asphalt and concrete pavements. The facility will be located on the Flight Line, west of the Sunshades at Jacksonville International Airport.
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JANUARY 2025
VOLUME 1 OF 3
JACKSONVILLE, FLORIDA
F-35 CONSOLIDATED WEAPONS FACILITY
B-3 100% DESIGN SUBMITTAL
W50S6Y24F0001
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B-3 100% DESIGN SUBMITTAL
VOLUME 1 of 3
ARCHITECTURAL
SHEET ID SHEET TITLE
A-001 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS
A-002 GENERAL NOTES
A-003 ACCESSIBILITY INFORMATION
A-011 AIRCRAFT CLEARANCE REQUIREMENT PLAN
A-012 AIRCRAFT CLEARANCE REQUIREMENT SECTIONS
A-021 AIR BARRIER DIAGRAM ENCLOSURE FLOOR PLAN
A-022 AIR BARRIER ENCLOSURE SECTIONS
A-024 HANGAR BAY STRIPING FLOOR PLAN
AP001 PLANTING PLAN
AS001 SITE PLAN
A-101 FLOOR PLAN - OVERALL
A-102 FLOOR PLAN - AREA A
A-103 FLOOR PLAN - AREA B
A-104 FLOOR PLAN - AREA C
A-131 ROOF PLAN - OVERALL
A-141 REFLECTED CEILING PLAN - OVERALL
A-142 REFLECTED CEILING PLAN - AREA A
A-143 REFLECTED CEILING PLAN - AREA B
A-144 REFLECTED CEILING PLAN - AREA C
A-201 ELEVATIONS - NORTH AND SOUTH OVERALL
A-202 ELEVATIONS - EAST AND WEST OVERALL
A-203 ELEVATION - SOUTH
A-204 ELEVATION - NORTH
A-205 ELEVATIONS - EAST AND WEST
A-206 EXTERIOR ELEVATIONS - ENLARGED
A-301 BUILDING CROSS SECTION - OVERALL
A-302 BUILDING LONGITUDINAL SECTIONS - OVERALL
A-303 BUILDING CROSS SECTIONS
A-304 BUILDING CROSS SECTIONS
A-305 BUILDING LONGITUDINAL SECTIONS
A-306 BUILDING LONGITUDINAL SECTIONS
A-307 BUILDING LONGITUDINAL SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-314 WALL SECTIONS
A-321 WALL SECTION DETAILS
A-322 WALL SECTION DETAILS
A-401 ENLARGED FLOOR PLANS
A-402 ENLARGED FLOOR PLANS
A-403 ENLARGED ROOF PLANS
A-405 ENLARGED MECH YARD PLANS AND ELEVATIONS
A-406 ENLARGED MECH YARD DETAILS
A-411 ENLARGED REFLECTED CEILING PLANS
A-421 INTERIOR ELEVATIONS
A-422 INTERIOR ELEVATIONS
A-423 INTERIOR ELEVATIONS
A-501 PLAN DETAILS
A-502 PLAN DETAILS
A-511 ROOF DETAILS
A-512 ROOF DETAILS
A-513 ROOF DETAILS
A-514 ROOF DETAILS
A-515 ROOF DETAILS
A-521 CEILING DETAILS
A-522 CEILING DETAILS
A-523 LIGHTING FIXTURE DETAILS
A-531 MISCELLANEOUS DETAILS
A-601 PARTITION TYPES
A-603 PARTITION DETAILS
A-604 PARTITION FRAMING DETAILS
A-605 PARTITION BACKING PLATE DETAILS
A-611 DOOR SCHEDULE AND TYPES
A-612 DOOR AND FRAME TYPES
A-613 DOOR DETAILS
A-614 DOOR DETAILS
A-615 DOOR DETAILS
A-621 WINDOW SCHEDULE AND TYPES & LOUVER SCHEDULE
A-622 TRANSLUCENT WINDOW TYPES
A-623 TRANSLUCENT WINDOW TYPES
A-624 WINDOW DETAILS
A-625 LOUVER DETAILS
A-626 TRANSLUCENT PANEL DETAILS
A-627 STOREFRONT DETAILS
A-821 MILLWORK DETAILS
A-901 PERSPECTIVE VIEWS
INTERIORS
SHEET NO. SHEET TITLE
I-101 FURNITURE PLAN
I-102 FURNITURE PLAN - AREA B
I-103 FINISH FLOOR PLAN - OVERALL
I-104 FINISH FLOOR PLAN - AREA A
I-105 FINISH FLOOR PLAN - AREA B
I-106 FINISH FLOOR PLAN - AREA C
I-107 SIGNAGE PLAN - OVERALL
I-108 SIGNAGE PLAN - AREA A
I-109 SIGNAGE PLAN - AREA B
I-110 SIGNAGE PLAN - AREA C
I-501 INTERIOR FINISH DETAILS
I-601 FINISH SCHEDULE AND LEGEND
I-602 SIGNAGE SCHEDULE
I-603 SIGNAGE TYPES
I-604 SIGNAGE TYPES
I-605 SIGNAGE TYPES
GENERAL
SHEET ID SHEET TITLE
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS (VOLUME 1 of 3)
G-003 INDEX OF DRAWINGS (VOLUME 2 of 3)
G-004 INDEX OF DRAWINGS (VOLUME 3 of 3)
CIVIL
SHEET NO. SHEET TITLE
C-001 LEGEND AND ABBREVIATIONS
C-002 GENERAL NOTES, SAFETY AND SECURITY NOTES
VF101 EXISTING CONDITIONS PLAN
CD101 DEMOLITION PLAN
CS101 SITE PLAN
CS501 CIVIL DETAILS - 1
CS502 CIVIL DETAILS - 2
CG101 GRADING PLAN
CG121 EROSION AND SEDIMENT CONTROL PLAN
CG201 STORM DRAIN PROFILES
CG501 EROSION CONTROL DETAIL - 1
CG502 EROSION CONTROL DETAIL - 2
CU101 UTILITY LAYOUT PLAN - 1
CU102 UTILITY LAYOUT PLAN -2
CU501 UTILITY DETAILS - 1
CU502 UTILITY DETAILS - 2
CU503 UTILITY DETAILS - 3
CU504 UTILITY DETAILS - 4
CU505 UTILITY DETAILS - 5
STRUCTURAL
SHEET NO. SHEET TITLE
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 GENERAL STRUCTURAL NOTES
S-004 SPECIAL INSPECTION SHEDULE
S-005 SPECIAL INSPECTION SHEDULE
S-006 WIND LOAD DIAGRAMS - COMPONENTS & CLADDING
S-007 WIND LOAD DIAGRAMS - COMPONENTS & CLADDING
S-008 WIND LOAD DIAGRAMS - COMPONENTS & CLADDING
S-009 WIND LOAD DIAGRAMS - COMPONENTS & CLADDING
S-010 WIND LOAD DIAGRAMS - COMPONENTS & CLADDING
S-011 WIND LOAD DIAGRAMS - COMPONENTS & CLADDING
S-101 OVERALL FOUNDATION PLAN
S-102 FOUNDATION PLAN - AREA A
S-103 FOUNDATION PLAN - AREA B
S-104 FOUNDATION PLAN - AREA C
S-105 OVERALL FLOOR SLAB PLAN
S-106 FLOOR SLAB PLAN - AREA A
S-107 FLOOR SLAB PLAN - AREA B
S-108 FLOOR SLAB PLAN - AREA C
S-109 OVERALL ROOF FRAMING - PLAN
S-110 ROOF FRAMING PLAN - AREA A
S-111 ROOF BOTTOM CHORD FRAMING PLAN - AREA A
S-112 ROOF FRAMING PLAN - AREA B
S-113 ROOF FRAMING PLAN - AREA C
S-201 STEEL FRAME ELEVATIONS
S-202 STEEL FRAME ELEVATIONS
S-203 STEEL FRAME ELEVATIONS
S-204 CMU WALL ELEVATIONS
S-205 CMU WALL ELEVATIONS
S-206 CMU WALL ELEVATIONS
S-301 BUILDING SECTIONS
S-302 BUILDING SECTIONS
S-303 WALL SECTIONS
S-304 WALL SECTIONS
S-305 WALL SECTIONS
S-306 WALL SECTIONS
S-307 WALL SECTIONS
S-308 WALL SECTIONS
S-309 WALL SECTIONS
S-310 WALL SECTIONS
S-501 STANDARD CONCRETE DETAILS
S-502 STANDARD CONCRETE DETAILS
S-503 STANDARD CONCRETE DETAILS
S-504 STANDARD CONCRETE DETAILS
S-505 STANDARD CONCRETE DETAILS
S-506 STANDARD MASONRY DETAILS
S-507 STANDARD MASONRY DETAILS
S-508 STANDARD MASONRY DETAILS
S-509 STANDARD MASONRY DETAILS
S-510 STANDARD ROOF DECK & JOIST DETAILS
S-511 STANDARD ROOF DECK & JOIST DETAILS
S-512 STANDARD STEEL DETAILS
S-513 STANDARD STEEL DETAILS
S-514 STANDARD STEEL DETAILS
S-515 STANDARD STEEL DETAILS
S-516 BASE PLATE DETAILS
S-517 HANGAR AND DRAG CONNECTION DETAILS
S-518 STEEL FRAMING SECTIONS AND DETAILS
S-520 TRUSS ELEVATIONS
S-521 TRUSS ELEVATIONS
S-522 TRUSS ELEVATIONS
S-601 STEEL COLUMN SCHEDULE
S-901 3D REPRESENTATION
S-902 3D REPRESENTATION
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NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
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AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS
ABV ABOVE
AC ASPHALT CONCRETE
ACC ACCESSIBLE
ACI AMERICAN CONCRETE INSTITUTE
ADDM ADDENDUM
ADJ ADJACENT, ADJOINING, ADJUSTABLE
AFCEC AIR FORCE CIVIL ENGINEERING CENTER
AFFF AQUEOUS FILM FORMING FOAM
AGGR AGGREGATE
AI AREA INLET
ALGN ALIGNMENT
ALT ALTERNATE
APPD APPROVED
APPROX APPROXIMATE
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASPH ASPHALT
B/C BACK OF CURB
BDRY BOUNDARY
BITUM BITUMINOUS
BLDG BUILDING
BLW BELOW
BM BENCHMARK
BO BOTTOM OF
BOC BACK OF CONCRETE CURB
BOT BOTTOM
BS BOTH SIDES
BTWN BETWEEN
BW BOTH WAYS
CAP CAPACITY
CB CATCH BASIN
CE COVER ELEVATION
CEM CEMENT
CES CIVIL ENGINEERING SQUADRON
CCI CAST IRON
C/F CURB FACE
CI CURB INLET
CIP CAST-IN-PLACE
CIRC CIRCULAR
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CCLL CONTRACT LIMIT LINE
C/L CENTER LINE
CLOS CLOSURE
CLR CLEAR(ANCE)
CNR CORNER
CO CLEANOUT
CONC CONCRETE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
COR CONTRACTING OFFICER'S REPRESENTATIVE
COV COVER
CRCMF CIRCUMFERENCE
CRS COURSE(S)
CSK COUNTERSUNK
CSMT CASEMENT
CT CERAMIC TILE
CT CURRENT TRANSFORMER
C TO C CENTER TO CENTER
CTR CENTER
CU FT CUBIC FEET
CU YD CUBIC YARDS
DAT DATUM
DCJ DOWELED CONTROL JOINT
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DR DRAIN
DW DOMESTIC WATER
DWG DRAWING
DWLS DOWELS
DWR DRAWER
E EAST
EA EACH
ECF ENTRY CONTROL FACILITY
EF EACH FACE
EG EXISTING GRADE
EIS ENVIRONMENTAL IMPACT STATEMENT
EJ EXPANSION JOINT
EL ELEVATION - GRADE OR BUILDING
ENCL ENCLOSURE
ENTR ENTRANCE, ENTERING
ENVIR ENVIRONMENTAL
EOI END OF INFORMATION
EOP EDGE OF PAVEMENT
EPY EPOXY COATING
EQ EQUAL
ERP ENVIRONMENTAL RESOURCE PERMITTING
EST ESTIMATE(D)
EXC EXCAVATE
EXST EXISTING
EXP EXPANSION
EXP EXPOSED
EXT EXTERIOR
FANG FLORIDA AIR NATIONAL GUARD
FCG FACING
FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
FF FINISHED FLOOR (ELEVATION)
FG FINISH GRADE
FJT FLUSH JOINT
FLEX FLEXIBLE
FL FLOW LINE
FM FORCE MAIN
FN FENCE
FOC FACE OF CONCRETE
FS FUEL STAND
F/S FINISH SURFACE
FT FEET
FUT FUTURE
FW FIRE WATER
G NATURAL GAS
GAL GALLON(S)
GALV GALVANIZED
GALV STL GALVANIZED STEEL
GB GRADE BREAK
GC GENERAL CONTRACTOR
GEN GENERAL
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GR LN GRADE LINE
HNDRL HANDRAIL
HDPE HIGH DENSITY POLYETHYLENE PIPE
HOR HORIZONTAL
HP HIGH POINT
HR HOUR
HT HEIGHT
HW HAZARDOUS WASTE STORAGE AREA
HWY HIGHWAY
IN INCH
INCL INCLUDED
INV INVERT
IRP INSTALLATION RESTORATION PROGRAM
JT JOINT
LB POUND
LF LINEAR FEET
LG LENGTH
LIN LINEAR
LOW LIMIT OF WORK
LPT LOW POINT
ME MATCH EXISTING
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MOD MODIFIED
N NORTH
NGB NATIONAL GUARD BUREAU
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NPS NOMINAL PIPE SIZE
NTS NOT TO SCALE
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PAR PARALLEL
PCC PORTLAND CEMENT CONCRETE
PCF POUNDS PER CUBIC FOOT
PD PAVEMENT DRAIN
PEA PROGRAMMATIC ENVIRONMENTAL ASSESSMENT
PFAS PERFLUOROALKYL, POLYFLUOROAKLYL SUBSTANCES
PH PHASE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PL PROPERTY LINE
POC POINT OF CONNECTION
POL PETROLEUM, OIL, & LUBRICANTS
PREFMD PREFORMED
PRKG PARKING
PMO PROGRAM MANAGEMENT OFFICE
PROJ PROJECT
PSI POUNDS PER SQUARE INCH
PT POINT
PV PAVED
PVC POLYVINYL CHLORIDE
PVG PAVING
PVMT PAVEMENT
QTY QUANTITY
R RADIUS
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REF REFERENCE
REINF REINFORCE
REM REMOVE(ABLE)
REQD REQUIRED
REV REVISION
RIM TOP OF COVER
ROW RIGHT OF WAY
S SOUTH
SC STORAGE CANOPY
SCHED SCHEDULE
SD STORM DRAIN
SHT SHEET
SIN STORM INLET
SSLNT SEALANT
SQ SQUARE
SS SANITARY SEWER
STA STATION
STD STANDARD
STOR STORAGE
SW SIDEWALK
TAN TANGENT
TEMP TEMPORARY
THK THICK(NESS)
THRES THRESHOLD
TC, T/C TOP OF CURB
TO TOP OF
TOG TOP OF GRATE
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOW TOP OF WALL
TRANS TRANSVERSE
TYP TYPICAL
UGND UNDERGROUND
UNEX UNEXCAVATED
UNFIN UNFINISHED
UON UNLESS OTHERWISE NOTED
USACE UNITED STATES ARMY CORPS OF ENGINEERS
UTIL UTILITY
VOL VOLUME
W WEST
W/ WITH
W/O WITHOUT
WTH WIDTH
ABBREVIATIONSLEGEND
APPROXIMATE SURVEY LIMITS
PROJECT LIMITS
DEMOLISH EXISTING ASPHALT PAVEMENT
DEMOLISH EXISTING CONCRETE PAVEMENT
DEMOLISH EXISTING LANDSCAPING
DEMOLISH EXISTING BUILDING
DEMOLISH EXISTING FENCE
DEMOLISH EXISTING UTILITY LINE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
APPROXIMATE PROPOSED MONITORING WELLS LOCATION
DEMOLISH EXISTING FOUNDATION
DEMOLISH EXISTING UTILITY STRUCTURE
BOLLARD
GUY ANCHOR
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AIR CONDITIONING UNIT
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
STORM DRAIN LINE
STORM DRAIN MANHOLE
WATER LINE
WATER VALVE
HOSE BIB
FIRE HYDRANT
ELECTRICAL LINE
ELECTRICAL FIXTURE
ELECTRICAL MANHOLE
HANDHOLE
LIGHT POLE
LANDSCAPE LIGHTING
COMMUNICATIONS LINE
COMMUNICATIONS MANHOLE
UNKNOWN UTILITY LINE
UNKNOWN UTILITY MANHOLE
UTILITY VAULT
MONITORING WELL
TEST HOLE
TRAFFIC SIGN
TRAVERSE POINT
CONTOUR
FIRE WATER LINE
FIRE WATER SHUTOFF VALVE
CATCH BASIN
TOE OF SLOPE
TOP OF BANK
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THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
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B-3 100% DESIGN SUBMITTAL
GENERAL PROJECT NOTES:
1. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE COR. DEMOLITION SHALL NOT
BEGIN UNTIL WRITTEN BASE APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE
TERMINATED AT THEIR POINT OF CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW
UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE
THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THE LOCATIONS, SIZES,
MATERIAL TYPES AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.
2. THE CONTRACTOR SHALL EXPOSE, VERIFY AND BACKFILL ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH GREATER THAN 12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE EXPOSED. UTILITY ALIGNMENT AND GRADE MAY BE CHANGED IF THERE ARE CONFLICTS WITH ANY EXISTING UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT.
COORDINATE WITH THE COR PRIOR TO MAKING CHANGES.
ACCESS AND SAFETY NOTES:
1. THE EXISTING BASE ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY ENFORCED. ALL
CONCRETE TRUCKS SHALL PUT DOWN EXTRA AXLES WHEN TRAVELING ON GOVERNMENT
PROPERTY.
2. CONTRACTOR SHALL COORDINATE WITH THE COR CONCERNING ANY GOVERNMENT-OWNED
EQUIPMENT REQUIRING RELOCATION TO COMPLETE PROJECT WORK.
STOCKPILE HEIGHT:
1. CONTRACTOR SHALL ENSURE THAT STOCKPILES ARE MANAGED AND DISPOSED OF IN
ACCORDANCE WITH THE ENVIRONMENTAL GENERAL REQUIREMENTS. CONTRACTOR SHALL NOT
STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH
STOCKPILES WOULD PENETRATE AVIATION SURFACES. ALL STOCKPILES ADJACENT TO AIRCRAFT OPERATIONS AREA SHALL BE IDENTIFIED WITH A 360-DEGREE RED OBSTRUCTION LIGHT PLACED
AT THE HIGHEST POINT OF THE STOCKPILE.
EXCAVATION AND TRENCHES:
1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS, THE
STATE OF FLORIDA LAWS CONCERNING EXCAVATION, AND USACE EM 385-1-1 SAFETY AND HEALTH
REQUIREMENT MANUAL.
2. DUE TO AN ONGOING PFAS REMEDIAL INVESTIGATION INTO THE SOIL AND GROUNDWATER AT
FANG, COORDINATION WITH FDEP IS REQUIRED BEFORE STARTING EXCAVATION.
3. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED, SEE
GEOTECHNICAL BORING LOGS.
4. ALL SOILS REMOVED FROM THESE SITES WILL REQUIRE CHARACTERIZATION AND PROPER
DISPOSAL. SOIL ANALYSIS THAT CONFIRMS THE PRESENCE OF PFAS WILL NEED TO BE DISPOSED OF IN A FACILITY THAT ACCEPTS PFAS CONTAMINATED SOILS. GROUND WATER AT THESE SITES
HAS ALSO BEEN IMPACTED. GROUNDWATER CAN BE CONTAINERIZED AND DISPOSED OF AT
FACILITIES THAT ACCEPT CONTAMINATED GROUNDWATER. IT CAN ALSO BE TREATED ON SITE.
CONTRACTORS WILL NEED TO COMPLY WITH FLORIDA REGULATIONS REGARDING THE REMOVAL
OF CONTAMINATED GROUNDWATER.
5. ALL WORK IN AND ADJACENT TO STREETS OR ROADS SHALL BE COORDINATED WITH THE COR. THE
CONTRACTOR SHALL PROVIDE THE COR WITH A ONE-WEEK ADVANCE NOTICE PRIOR TO
BEGINNING OF WORK ADJACENT TO BASE ROADWAYS. NO WORK ADJACENT TO OR ON EXISTING
ROADS SHALL BE INITIATED WITHOUT PRIOR APPROVAL FROM THE COR.
6. DIG PERMITS ARE REQUIRED BEFORE STARTING EXCAVATION AT SITE.
7. CRANE PERMIT REQUIRED FOR CRANE USE AT SITE.
OTHER SAFETY REQUIREMENTS:
1. CONTRACTOR SHALL COORDINATE THE RELOCATION AND SALVAGE OF ANY GOVERNMENT OWNED
EQUIPMENT WITH THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO CONTROL/PREVENT DUST CAUSED BY
CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE OPERATIONS. THE CONTRACTOR
SHALL CONTROL/PREVENT BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR
WORK AREA REGARDLESS OF SOURCE.
3. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S
OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE
SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE
PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING
CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE
CONTRACTING OFFICER.
4. CONTRACTOR SHALL PROVIDE KEY ACCESS TO ALL CONSTRUCTION GATES TO THE BASE FIRE
DEPARTMENT DURING CONSTRUCTION. COORDINATE ACCESS PADLOCKS AND KEYS WITH THE
CONTRACTING OFFICER.
NIGHT WORK:
1. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH JACKSONVILLE AIR
NATIONAL GUARD SECURITY AND AIRFIELD OPERATIONS FOR APPROVAL OF LOCATIONS, HEIGHT, AND DIRECTION. IF NIGHT WORK IS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER, WORK LIGHTS FOR NIGHT WORK ON THE BASE SHALL BE POSITIONED SUCH THAT THE LIGHT WILL
NOT BE DIRECTED TOWARD THE CONTROL TOWER OR AIRCRAFT UTILIZING THE RUNWAY AND
AIRFIELD INCLUDING APPROACHES. COORDINATE WITH BASE OPERATIONS AND REQUEST
ACTIVITY 5 DAYS IN ADVANCE.
SECURITY REQUIREMENTS:
1. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO IDENTIFICATION AT ALL TIMES
WHILE WORKING INSIDE THE BASE SECURE PERIMETER.
2. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED DEFENSE MEASURES THAT
MAY BE NECESSARY DURING CONTINGENCY OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE INSPECTIONS, IDENTIFICATION CHECKS, ETC.
FINISHED FLOOR ELEVATIONS:
1. ELEVATIONS SHOWN ON CIVIL DRAWINGS ARE BASED ON TOPOGRAPHICAL SURVEY DATA.
ELEVATIONS SHOWN ON OTHER DRAWINGS ARE ASSUMED. CONTRACTOR TO CORRELATE
BETWEEN THE ELEVATIONS PROVIDED.
GENERAL NOTES:
1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS INDICATED.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
EXISTING CONDITION NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN
OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND
UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR
WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL
BE IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK COMMENCES.
GENERAL DEMOLITION NOTES:
1. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS:
AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED
AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED OFF BASE TO THE WASTE DISPOSAL SITE.
2. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH. EXISTING PAVEMENT
EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION
OF PROPOSED PAVEMENT.
3. CONCRETE PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT
TO THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL REMOVAL.
4. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY BASE AND SUBBASE
MATERIAL PRESENT.
5. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO AND CONTACT THE APPROPRIATE
PRIVATIZED UTILITY COMPANY FOR REMOVAL OF EXISTING UTILITIES CURRENTLY IN SERVICE.
RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO
ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS
SHALL BE COORDINATED WITH THE COR.
6. UTILITY DEMOLITION INCLUDES THE REMOVAL OF THE PIPE/CONDUIT/STRUCTURE AND ALL
PERMEABLE BACKFILL/ANNULUS MATERIAL AND THEN BACK FILLED WITH LOW PERMEABILITY
MATERIAL. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL. ALL CAPPING SHALL BE INSPECTED AND
APPROVED BY THE COR.
7. ALL EXISTING GRAVITY SEWER MANHOLES THAT WILL REMAIN WITH THEIR INLET OR OUTLET PIPE
REMOVED SHALL HAVE THE OPENING PLUGGED.
GENERAL SITE NOTES:
1. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND DOORWAY
LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL SHEETS. STOOPS, WHERE PRESENT, AND
SIDEWALKS SHALL BE CENTERED ON DOORS.
2. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS SITE EQUIPMENT DETAILS. SEE
STRUCTURAL SHEETS FOR EQUIPMENT PAD DETAILS.
GENERAL UTILITY NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS WITH BUILDING
CONTRACTOR, UTILITY COMPANIES AND THE INFORMATION PROVIDED ON CIVIL, MECHANICAL AND
ELECTRICAL SHEETS.
SANITARY UTILITY NOTES:
1. SEE DETAILS FOR CONCRETE SEWER ENCASEMENT WHERE SANITARY SEWER WILL BE INSTALLED
ABOVE WATER LINES. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR
SANITARY PIPING.
2. MANHOLES INDICATED ON SANITARY LINES SHALL HAVE A MINIMUM 0.10 FOOT DROP IN ELEVATION
BETWEEN THE INCOMING AND OUTGOING SEWER UNLESS INDICATED OTHERWISE. INVERT FLOW
CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL
TRANSITION SECTIONS.
UTILITY STRUCTURE NOTES:
1. ALL (VEHICULAR TRAFFIC AREAS) UTILITY STRUCTURES ARE TO BE H-20 RATED.
2. ALL (AIRCRAFT APRON AREAS) UTILITY STRUCTURES ON THE AIRFIELD ARE TO BE AIRCRAFT
RATED PER UNIFORM FACILITY CODE (UFC) 3-260-01 AS FOLLOWS:
a. LOAD-BEARING PAVEMENTS AND PAVED SHOULDERS
I. FOR MANHOLE COVERS AND INLET GRATES AND FRAMES, DESIGN FOR A 100,000 LB
WHEEL LOAD WITH 250PSI TIRE PRESSURE.
II. FOR STRUCTURES WITH THEIR SHORTEST SPAN EQUAL TO OR LESS THAN 2 FEET
DESIGN BASED ON A SINGLE WHEEL LOAD OF 100,000 LB AT A CONTACT PRESSURE
OF 250 PSI, OR A UNIFORM LIVE LOAD OVER THE ENTIRE STRUCTURE OF 250 PSI
WHICHEVER IS GREATER.
III. FOR STRUCTURES WITH THEIR SHORTEST SPAN GREATER THAN 2 FEET, DESIGN
BASED ON THE MAXIMUM NUMBER OF WHEELS THAT CAN FIT ONTO THE SPAN,
CONSIDERING THE MOST CRITICAL ASSIGNED AIRCRAFT OPERATING AT ITS MAXIMUM
GROSS WEIGHT. IN NO CASE, HOWEVER, SHOULD THE DESIGN BE BASED ON
COMPUTED STRESS CONDITIONS LESS THAN THOSE CREATED BY A WHEEL LOAD OF
100,000 LB AT A CONTACT PRESSURE OF 250 PSI.
3. MANHOLE RIM ELEVATION SHALL BE FLUSH WITH FINAL GRADE.
4. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED PER THE
APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND SHALL BE STAMPED PER THE
ORIGIN OF MANUFACTURE.
5. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR STRUCTURES LOCATED IN PEDESTRIAN
AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL SECURITY RESTRICTIONS.
6. WATER-TIGHT MANHOLE COVERS ARE REQUIRED FOR ALL STRUCTURES.
GENERAL GRADING NOTES:
1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR STRUCTURE
UNLESS INDICATED OTHERWISE.
2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.
CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING
CONSTRUCTION.
3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY THRESHOLDS SHALL BE
MAXIMUM 0.25 INCHES BELOW BUILDING FINISH FLOOR IF A VERTICAL THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM 0.5 INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED THRESHOLD IS
PROVIDED, UNLESS INDICATED OTHERWISE. EXTERIOR GRADE SHALL HAVE A 6 INCH DROP
ELSEWHERE UNLESS INDICATED OTHERWISE.
4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY
DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE COR.
5. SURFACES AROUND THE FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY
FROM BUILDINGS AND PAVEMENTS.
6. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS
NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,
SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.
7. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH
FINISHED GRADE ELEVATION.
8. ALL GRADED AREAS SHALL BE RE-VEGETATED WITH APPROVED SEED MIXTURE.
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THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
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SHEET NOTES
LEGEND
EXISTING CONDITIONS PLANA4 SCALE: 1" = 30' 30'0'30'
GRAPHIC SCALE
1. REFER TO SHEET C-001 FOR LEGEND AND
ABBREVIATIONS AND SHEET C-002 FOR GENERAL
NOTES.
2. VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
3. VERTICAL INFORMATION IS BASED ON THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
HORIZONTAL INFORMATION IS BASED ON THE NORTH
AMERICAN DATUM OF 1983 (NAD83), 2011
ADJUSTMENT, FLORIDA EAST ZONE STATE PLANE
COORDINATE SYSTEM.
4. SURVEY WAS PROVIDED BY SOUTHERN SURVEYING
AND MAPPING CORPORATION DATED MARCH 18, 2024
EXCLUDING FIRE WATER LINES, FIRE WATER
SHUTOFF VALVES. FIRE WATER LINES AND FIRE
WATER SHUTOFF VALVES WERE PROVIDED BY
DOCUMENT TITLED "FIGURE J-1A WATER
DISTRIBUTION SIZE AND MATERIAL MAP
JACKSONVILLE IAP" BY AECOM TECHNICAL SERVICES
DATED FEBRUARY 20, 2020.
APPROXIMATE SURVEY LIMITS
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING BOLLARD
EXISTING GUY ANCHOR
EXISTING I-BEAM
EXISTING AIR CONDITIONING UNIT
EXISTING SANITARY SEWER
MANHOLE
EXISTING STORM DRAIN LINE
EXISTING STORM DRAIN MANHOLE
EXISTING WATER LINE
EXISTING WATER VALVE
EXISTING HOSE BIB
EXISTING FIRE HYDRANT
EXISTING UNDERGROUND
ELECTRICAL LINE
EXISTING ELECTRICAL FIXTURE
EXISTING ELECTRICAL MANHOLE
EXISTING HANDHOLE
EXISTING LIGHT POLE
EXISTING LANDSCAPE LIGHTING
EXISTING COMMUNICATIONS LINE
EXISTING COMMUNICATIONS
MANHOLE
EXISTING UNKNOWN UTILITY LINE
EXISTING UNKNOWN UTILITY
MANHOLE
EXISTING UTILITY VAULT
EXISTING MONITORING WELL
EXISTING TEST HOLE
EXISTING TRAFFIC SIGN
EXISTING TRAVERSE POINT
EXISTING CONTOUR
EXISTING FIRE WATER LINE (REFER
TO SHEET NOTE 4)
EXISTING FIRE WATER SHUTOFF
VALVE (REFER TO SHEET NOTE 4)
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SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
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B-3 100% DESIGN SUBMITTAL
SHEET NOTES
KEYNOTES
02.41.01
LEGEND
DEMOLITION PLANA4 SCALE: 1" = 30' 30'0'30'
GRAPHIC SCALE
1. REFER TO SHEET C-001 FOR LEGEND AND ABBREVIATION
AND SHEET C-002 FOR GENERAL NOTES.
2. EXISTING CONDITIONS OUTSIDE OF APPROXIMATE
SURVEY LIMITS WERE PROVIDED FROM SUPPLEMENTAL
INFORMATION. VERIFY ALL EXISTING CONDITIONS PRIOR
TO CONSTRUCTION.
3. EXISTING FIRE WATER LINES AND FIRE WATER SHUTOFF
VALVES WERE PROVIDED BY DOCUMENT TITLED "FIGURE
J-1A WATER DISTRIBUTION SIZE AND MATERIAL MAP
JACKSONVILLE IAP" BY AECOM TECHNICAL SERVICES
DATED FEBRUARY 20, 2020.
4. DEMOLISH BUILDING OVERHANG AND APPURTENANCES
SUPPORTED BY EXISTING BEAMS.
5. BUILDING 1022 CONTAINS ASBESTOS AND LEAD-BASED
PAINT. REMOVE PER LOCAL AND FEDERAL GUIDELINES.
6. PULL BACK COMM FIBER OPTIC CABLE, COIL, AND STORE
IN MAINTENANCE HOLE #8 DURING CONSTRUCTION.
02.41.01 DEMOLISH EXISTING ASPHALT PAVEMENT.
02.41.02 DEMOLISH EXISTING CONCRETE PAVEMENT.
02.41.09
46.25.01
BLDG
#1046
BLDG #1009
BLDG
#1072
PROJECT LIMITS
APPROXIMATE SURVEY LIMITS
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
DEMOLISH EXISTING ASPHALT
PAVEMENT
DEMOLISH EXISTING CONCRETE
PAVEMENT
DEMOLISH EXISTING LANDSCAPING
DEMOLISH EXISTING BUILDING
DEMOLISH EXISTING UTILITY
STRUCTURE
DEMOLISH EXISTING FOUNDATION.
DEMOLISH EXISTING FENCE
DEMOLISH EXISTING UTILITY LINE
EXISTING BOLLARD
EXISTING GUY ANCHOR
EXISTING I-BEAM
EXISTING AIR CONDITIONING UNIT
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM DRAIN LINE
EXISTING STORM DRAIN MANHOLE
EXISTING WATER LINE
EXISTING WATER VALVE
EXISTING HOSE BIB
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL LINE
EXISTING ELECTRICAL FIXTURE
EXISTING ELECTRICAL MANHOLE
EXISTING HANDHOLE
EXISTING LIGHT POLE
EXISTING LANDSCAPE LIGHTING
EXISTING COMMUNICATIONS LINE
EXISTING COMMUNICATIONS MANHOLE
EXISTING UNKNOWN UTILITY LINE
EXISTING UNKNOWN UTILITY MANHOLE
EXISTING UTILITY VAULT
EXISTING MONITORING WELL
EXISTING TEST HOLE
EXISTING TRAFFIC SIGN
EXISTING FIRE WATER LINE (REFER TO
SHEET NOTE 3)
EXISTING FIRE WATER SHUTOFF VALVE
(REFER TO SHEET NOTE 3)
BLDG
#1022
02.41.01
02.41.01
02.41.01
02.41.03 DEMOLISH EXISTING LANDSCAPING.
02.41.04 DEMOLISH EXISTING BUILDING, FOUNDATION, AND
ASSOCIATED PAVEMENT. REFER TO SHEET NOTE 5.
02.41.05
02.41.06 DEMOLISH EXISTING BOLLARD.
02.41.07 DEMOLISH EXISTING FENCE.
02.41.08 REMOVE AND RELOCATE EXISTING HYDRAULIC LIFT.
02.41.09 DEMOLISH EXISTING UNKNOWN UTILITY LINE.
02.41.10 DEMOLISH EXISTING UNDERGROUND ELECTRICAL LINE.
02.41.11 DEMOLISH EXISTING LANDSCAPE LIGHTING.
02.41.13 DEMOLISH EXISTING WATER VALVE.
02.41.15 DEMOLISH EXISTING FIRE HYDRANT.
02.41.17 DEMOLISH EXISTING CATCH BASIN.
02.41.18 DEMOLISH EXISTING AIR CONDITIONING UNIT.
02.41.19 DEMOLISH EXISTING TEST BORE.
02.41.20 DEMOLISH EXISTING MONITORING WELL.
02.41.04
02.41.02
02.41.03
02.41.03
02.41.04
02.41.06
02.41.06
02.41.03
02.41.03
TYP
02.41.07
TYP
02.41.06
02.41.08
02.41.09
02.41.10
02.41.10
02.41.02
02.41.11
02.41.11
02.41.23
02.41.13
02.41.15
02.41.21 DEMOLISH EXISTING GUY ANCHOR.
02.41.14
02.41.16
02.41.17
02.41.17
02.41.18
02.41.19
02.41.19
02.41.19
02.41.19
02.41.20
02.41.21
02.41.22 DEMOLISH EXISTING STORM DRAIN MANHOLE.
02.41.22
02.41.10
F
02.41.23
02.41.23 DEMOLISH EXISTING FIRE WATER LINE.
02.41.02
02.41.07
TYP
02.41.24
DEMOLISH EXISTING STORMWATER OIL AND
WATER SEPARATOR.
DEMOLISH EXISTING UTILITY TRENCH.
02.41.10
DEMOLISH EXISTING FIRE WATER SHUTOFF VALVE.
02.41.24
02.41.19
02.41.05
02.41.05
02.41.23
02.41.02
02.41.18
BLDG
#1422/#1022A
PREVIOUS
BLDG #1404
LOCATION
STORAGE
SHED
STORAGE
SHED
46.25.01
02.41.02 02.41.01
02.41.04
02.41.04
02.41.14 DEMOLISH EXISTING HOSE BIB.
02.41.16 DEMOLISH EXISTING COMMUNICATIONS LINE. REFER TO
SHEET NOTE 6.
02.41.25 DEMOLISH EXISTING COMMUNICATIONS LINE.
02.41.25
PLAN
NORTH
PA
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SO
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S G
O
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M
EN
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SE
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ES
IN
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W
ES
T
W
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N U
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ST
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T
6)
-2
PA
SA
D
EN
A
C
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IF
O
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IA
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
KE
D B
Y:
IS
SU
E D
AT
E:
C O
N
TR
AC
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N O
TA
SK
O R
D
ER
N O
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
NOT FOR
CONSTRUCTION
FI
LE
N
AM
E:
1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20
N
L
J
G
E
C
A
P
M
K
H
F
D
B
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
JA
C
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O
N
VI
LL
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AI
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AT
IO
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U
AR
D
FI
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T
IT
LE
SHEET ID
PROPOSED EXTERIOR
COVERED STORAGE
PROPOSED EXTERIOR
COVERED STORAGE
PROPOSED CWF
BLDG
LEGEND
CWF
CS101
SI
TE
P
LA
N
J.
C
H O
U
J.
C
H O
U
J.
A
ZA
D
S.
G
EO
R
G E
JA
X-
AN
G
-C -C
S1
.d w g
AN
SI
D x3
FA
-2
1- D
-0
W
S6 Y2
4F
JA
N
U
AR
Y
F-
C
O N
SO
LI
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AT
ED
W
EA
PO
N S
FA
C
IL
IT
Y
JA
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O N
VI
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E, F
LO
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ID
A
B-3 100% DESIGN SUBMITTAL
SHEET NOTES
KEYNOTES
32.12.01
SITE PLANA4 SCALE: 1" = 30' 30'0'30'
GRAPHIC SCALE
1. REFER TO SHEET C-001 FOR LEGEND AND
ABBREVIATION AND SHEET C-002 FOR GENERAL
NOTES.
2. EXISTING CONDITIONS OUTSIDE OF APPROXIMATE
SURVEY LIMITS WERE PROVIDED FROM
SUPPLEMENTAL INFORMATION. VERIFY ALL EXISTING
CONDITIONS PRIOR TO CONSTRUCTION.
3. CONTRACTOR MUST SUBMIT HOIST FOUNDATION SHOP
DRAWINGS AND STRUCTURAL CALCULATIONS FOR
REVIEW AND APPROVAL PRIOR TO COMMENCING
WORK, STAMPED AND SIGNED BY A REGISTERED
PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER
LICENSED IN THE STATE OF FLORIDA, INDICATING THE
REQUIRED HOIST FOUNDATION REBAR (ITEM 2) IN
ACCORDANCE WITH THE CURRENT FLORIDA BUILDING
CODE (FBC), ASCE 7, AND ACI 318.
4. CONTRACTOR MUST SUBMIT STEEL SHOP DRAWINGS
FOR REVIEW AND APPROVAL, FOR THE BOTTOM
COLUMN SUPPORT (ITEM 1), EMBEDDED STEEL ANGLE
(ITEM 4&5) AND HEADED STUD ANCHORS (ITEM 3), AT
THE PERIMETER OF THE HOIST FOUNDATION, MITER
CUT AND SEAL WELD ANGLES AT ALL FOUR CORNERS.
5. HOIST FOUNDATION SUBGRADE MUST BE PREPARED
AND COMPACTED IN ACCORDANCE WITH THE PROJECT
GEOTECHNICAL REPORT, REFER TO STRUCTURAL
GENERAL NOTES FOR REFERENCED REPORT.
6. CONTRACTOR MUST COORDINATE WITH THE
FOUNDATION FABRICATION DRAWINGS AND REBAR
SHOP DRAWINGS FOR ALL REQUIRED HOIST
EMBEDDED ITEMS THAT MUST BE CAST IN THE NEW
CONCRETE FOUNDATION.
7. INSTALL MONITORING WELLS AT SAME DEPTH AND
RELATIVE DISTANCE AND ORIENTATION FROM EACH
OTHER AS INSTALLED IN EXISTING CONDITION. FIELD
VERIFY LOCATION WITH NGB.
32.12.01 CONSTRUCT ASPHALT PAVEMENT SECTION PER DETAIL
A13/CS502.
32.13.01 CONSTRUCT CONCRETE PAVEMENT SECTION PER
DETAIL E13/CS502.
32.13.01
32.13.04
32.13.01
32.13.01
32.13.01
BLDG
#1046
BLDG
#1009
BLDG
#1072
32.13.02 CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER DETAIL
A6/CS501.
32.13.02
32.13.03
32.12.02
TYP
TYP
TYP
TYP
TYP
PROPOSED STORMWATER
DETENTION BASIN
PROJECT LIMITS
APPROXIMATE SURVEY LIMITS
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED AIRFIELD CONCRETE
PAVEMENT
PROPOSED MONITORING WELLS
LOCATION
EXISTING BOLLARD
EXISTING I-BEAM
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM DRAIN MANHOLE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL MANHOLE
EXISTING HANDHOLE
EXISTING LIGHT POLE
EXISTING COMMUNICATIONS MANHOLE
EXISTING UNKNOWN UTILITY MANHOLE
EXISTING MONITORING WELL
EXISTING TEST HOLE
EXISTING TRAFFIC SIGN
EXISTING TOE OF SLOPE
EXISTING TOP OF BANK
19.67'
0.
106.38'
21.00'
27.74'
115.92'
3.
3.
TY
P.
CONSTRUCT AIRFIELD CONCRETE PAVEMENT SECTION
PER DETAIL J13/CS502.
32.13.04
.3
3'
35.92'
32.12.02 CONSTRUCT BOLLARD PER DETAIL A1/CS501.
PROPOSED EXTERIOR
MECHANICAL YARD
INSTALL HOIST AND HOIST FOUNDATION. SEE NOTES
3-5.32.13.03
PROPOSED MONITORING
WELL LOCATION; SEE
NOTE 7
PROPOSED
TURNOUT AREA
3.00'
TYP.
32.16.06 CONSTRUCT CONCRETE SWALE PER DETAIL K1/CS501.
32.16.06 24.23'
.5
5'
6.95'
32.12.02
TYP
32.12.02
TYP
.4
2'
35.59'
CONTINUATION OF
SEISMIC EXPANSION
JOINT; REFER TO
ARCHITECTURAL
DRAWINGS FOR
ADDITIONAL
INFORMATION
31.00.01 INSTALL RIP RAP APRON PER DETAIL A14/CU503.
31.00.01
32.13.01
32.12.01
TYP
EXPANSION JOINT
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
1.
TT
5' OR TO NEAREST JOINT
IF JOINT SPACING IS LESS THAN 10'
NEW PCC
NEW OR
EXISTING
PCC
K6
CS501
T = PAVEMENT THICKNESS
T
1.
T
5.00' MINIMUM
5.00' OR TO NEAREST JOINT
IF JOINT SPACING IS LESS THAN 10'-0"
CLEAN SAND AND
COMPACTED SUBGRADE
GRADED, CRUSHED AGGREGATE
ASPHALT PAVEMENT
GRADED, CRUSHED
AGGREGATE
CONCRETE PAVEMENT
JOINT SEALANT
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN
ACCORDANCE WITH SPEC SECTIONS 31 00 00
12"
REMOVE EXISTING MATERIAL AS NEEDED
12"
COLD PLANE
COARSE AGGREGATE BASE
CLEAN SAND AND
COMPACTED SUBGRADE
ASPHALT PAVEMENT
EXISTING EDGE OF PAVEMENT;
DIMENSION, OR LOCATION OF
SAWCUT INDICATED ON PLANS
TACK COAT
EXISTING
UNDERLYING
MATERIAL
ACTUAL SAWCUT FULL DEPTH
SAWCUT PARTIAL DEPTH
EXISTING ASPHALT PAVEMENT
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN
ACCORDANCE WITH SPEC SECTIONS 31 00 00
EXISTING SUBGRADE
EXISTING CRUSHED
AGGREGATE BASE
EXISTING ASPHALT
PAVEMENT
MATCH EXISTING DEPTH
OF ASPHALT PAVEMENT
SAWCUT AND REMOVE,
(MINIMUM 2" DEPTH)
TACK COAT
2'
JOINT SEALANT
LIMITS OF REMOVAL
SHOWN ON PLANS
T
1.
T
5' OR TO NEAREST JOINT
IF JOINT SPACING IS LESS THAN 10'
NEW CONCRETE PAVEMENT
NEW GRADED, CRUSHED AGGREGATE
NEW CLEAN SAND, AND
COMPACTED SUBGRADE
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN
ACCORDANCE WITH SPEC SECTIONS 31 00 00
JOINT SPACING FOR STRAIGHT RUNS
CONTRACTION JOINT SPACING
TRANSVERSE LONGITUDINAL
6' 6' NOT REQUIRED 48' MAX
SAWED CONTRACTION
JOINT W/O BAND (TYP)
MEDIUM BROOM FINISH (TYP)
3" SMOOTH TROWELED BAND
FINISH (TYP)
EXPANSION
JOINT (TYP)
6' (T
YP
U .N
.O
JOINT SEALANT
1W BACKER ROD
PREMOLDED
EXPANSION JOINT
FILLER
1" D
EP
TH
W
AL
K D
EP
TH
1" M
IN
IM
U M
1/8"
MINIMUM
WALK WIDTH
4" PORTLAND CEMENT
CONCRETE (PCC)
4" RIGID PAVEMENT BASE
COURSE (SPEC 32 11 20)
COMPACTED SUBGRADE
(SPEC 31 00 00)COMPACTED SUBGRADE
(SPEC 31 00 00)
SAWED CONTRACTION JOINT
EXPANSION JOINT
4" PORTLAND CEMENT
CONCRETE (PCC)
4" RIGID PAVEMENT BASE COURSE
(SPEC 32 11 20)
3/16"
SIDEWALK BANDED JOINT DETAIL PLAN VIEW
SECTION A-A SECTION B-B
1/8" R
(TYP)
"W" 1/2"
4"
4"
4"
4"
NOTES:
1. SEE SPECIFICATION 32 16 19, CONCRETE CURBS,
GUTTERS AND SIDEWALKS.
1/8" R
(TYP)
WALK
WIDTH
EXPANSION
JOINT
SPACING
B-B
A-A
MAX 1/4" PER FOOT
5' 5' NOT REQUIRED 40' MAX
EXPANSION JOINT
SAWED CONTRACTION JOINT
CONCRETE FOOTING
SLOPE TOP OF FOOTING
AWAY FROM PIPE AS SHOWN
FILL PIPE WITH CONCRETE
ROUND TOP
INSTALL BOLLARD COVER
OVER STEEL BOLLARD
(SEE NOTE 1)
NPS 8" DIA EXTRA
STRONG WEIGHT
STEEL PIPE
6" 3'
-0
4' -0
18"
1. ALL NEW BOLLARDS SHALL HAVE A 52" YELLOW PLASTIC BOLLARD COVER.
2. INSTALL EXPANSION JOINT PER DETAIL K6/CS501 IF BOLLARD ABUTS
PAVEMENT SURFACE.
60'
MINIMUM
T
1.
T
NON-EXTRUDING PREFORMED
COMPRESSIBLE MATERIAL
FIELD MOLDED
SEALANT
BOND BREAKER
TAPE OR BACKER
ROD MATERIAL
SEALANT DEPTH D = W
PER MANUFACTURER
CONCRETE PAVEMENT SURFACE
"W"
4 " (MIN)
6mm BEVEL BY SAWCUT (TYP)1 16
M
IN
1 4" (M
AX
T=PAVEMENT THICKNESS, W=JOINT WIDTH
CONCRETE SWALE
COMPACTED
SUBGRADE
OR BASE
6 x 6 - W1.4 x W1.4 WWF
PAVEMENT
SECTION
TYP
EXPANSION
JOINT
TYP
18" 18"
36"
7"
1:121:12
E13
CS502
K6
CS501
PA
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IN
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T
W
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ST
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6)
-2
PA
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IF
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D R
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B Y:
D
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B
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SU
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D B
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SI
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C H
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D B
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IS
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C O
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O R
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AT
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D
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C R
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TI
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NOT FOR
CONSTRUCTION
FI
LE
N
AM
E:
1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20
N
L
J
G
E
C
A
P
M
K
H
F
D
B
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
JA
C
KS
O
N
VI
LL
E
AI
R
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AT
IO
N
AL
G
U
AR
D
FI
R
ST
T
IT
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SHEET ID
CWF
CS501
SI
TE
D
ET
AI
LS
J.
C
H O
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J.
C
H O
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J.
A
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D
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4F
JA
N
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F-
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W
EA
PO
N S
FA
C
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IT
Y
JA
C
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O N
VI
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E, F
LO
R
ID
A
B-3 100% DESIGN SUBMITTAL
NEW CONCRETE TO NEW ASPHALT JUNCTUREA14 SCALE: NTS
NEW ASPHALT TO EXISTING ASPHALT JUNCTUREE14 SCALE: NTS
NEW CONCRETE TO EXISTING ASPHALT JUNCTUREK14 SCALE: NTS
THICKENED EDGE ISOLATION JOINTK10 SCALE: NTS
CONCRETE SIDEWALKA6 SCALE: NTS
BOLLARDA1 SCALE: NTS
EXPANSION JOINTK6 SCALE: NTS
CONCRETE SWALEK1 SCALE: NTS
3" 9"
9" COARSE AGGREGATE
BASE (SPEC 32 11 23)
3" ASPHALT PAVEMENT
12" COMPACTED SUBGRADE
TO 95% OF LAB MAXIMUM
PER ASTM D1557
NATURAL SUBGRADE
NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTIONS 31 00 00
AND 32 12 16.16.
2. COARSE AGGREGATE BASE SHALL EXTEND 12 INCHES
BEYOND THE LIMITS OF ASPHALT PAVEMENT
9" 4"
4" RIGID PAVEMENT BASE COURSE
(SPEC 32 11 20)
9" CONCRETE PAVEMENT
(SPEC 32 13 13.06)
NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTIONS 31 00 00, 32 11 20, AND 32 13 13.06.
2. RIGID PAVEMENT BASE COURSE SHALL EXTEND 24 INCHES BEYOND THE LIMITS OF CONCRETE PAVEMENT.
12" SUBGRADE COMPACTED
PER SPECIFICATIONS
NATURAL SUBGRADE
4"
4" RIGID PAVEMENT BASE COURSE
(SPEC 32 11 20)
13.0" CONCRETE PAVEMENT
(SPEC 32 13 14.13)
NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTIONS 31 00 00, 32 11 20, AND 32 13 14.13.
2. RIGID PAVEMENT BASE COURSE SHALL EXTEND 24 INCHES BEYOND THE LIMITS OF CONCRETE PAVEMENT.
12" SUBGRADE COMPACTED
PER SPECIFICATIONS
NATURAL SUBGRADE
PA
R
SO
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S G
O
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EN
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IN
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T
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AL
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T
ST
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T
6)
-2
PA
SA
D
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C
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IF
O
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IA
D R
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B Y:
D
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IG
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B
Y:
SU
BM
IT
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D B
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SI
ZE
C H
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D B
Y:
IS
SU
E D
AT
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C O
N
TR
AC
T
N O
TA
SK
O R
D
ER
N O
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
NOT FOR
CONSTRUCTION
FI
LE
N
AM
E:
1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20
N
L
J
G
E
C
A
P
M
K
H
F
D
B
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
JA
C
KS
O
N
VI
LL
E
AI
R
N
AT
IO
N
AL
G
U
AR
D
FI
R
ST
T
IT
LE
SHEET ID
CWF
CS502
SI
TE
D
ET
AI
LS
J.
C
H O
U
J.
C
H O
U
J.
A
ZA
D
S.
G
EO
R
G E
JA
X-
AN
G
-C -C
S5
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AN
SI
D x3
FA
-2
1- D
-0
W
S6 Y2
4F
JA
N
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AR
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F-
C
O N
SO
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D
AT
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W
EA
PO
N S
FA
C
IL
IT
Y
JA
C
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O N
VI
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E, F
LO
R
ID
A
B-3 100% DESIGN SUBMITTAL
ASPHALT PAVEMENT CONCRETE SECTIONA13 SCALE: NTS
CONCRETE PAVEMENT SECTIONE13 SCALE: NTS
AIRFIELD CONCRETE PAVEMENT SECTIONJ13 SCALE: NTS
S
CB
E
CB
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
26.22
FS
25.74
FS
-1.16%
-1.42%
-0.49%
26.38
FS
25.51
FS
25.21
FS
25.38
FS
24.21
TOG
25.07
FS
24.71
FS
24.38
FS
-0.50%
-0 .6
0%
-0 .5
0%
-0 .5
0% -0
.5 0%
-1.00%
-0 .5
0%
24.54
FS
25.11
FS
25.64
FS
25.49
FS
25.62
FS
25.46
FS
26.07
FS
25.66
FS
25.36
FS
25.31
FS
-2 5.
-25.00%
-25.00%
-25.00%
23.00
FS
20.09
FS
23.00
FS
23.00
FS
23.85
TOG
CB2
FL IN: 21.23
FL OUT: 21.13
25.69
FS RIM ELEV: 25.69
FL IN: 21.07
RIM ELEV: 25.69
FL IN: 21.13
RIM ELEV: 25.69
FL OUT: 20.97
MH1
25.24
FS
RIM ELEV: 25.24
FL IN: 21.35
FL OUT: 21.30MH2
GRADED SWALE
GRADED SWALE
CB1
FL OUT: 21.46
PROPOSED CWF
BLDG
FF = 25.82
FL IN: 19.90
SKIMMER INV: 21.06
FL OUT: 19.00
BOT= 19.70
TOB= 24.26
21 22
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
24" RCP
24.53
FS
24.85
FS
25.23
FS
24.33
FS
SEE A2/CG201 FOR
SD-4 (POND OUTFALL) PROFILE
SEE H2/CG201 FOR
CB2-MH1-POND SD PROFILE
SEE H2/CG201 FOR
CB2-MH1-POND SD PROFILE
SEE H7/CG201 FOR
CB1-MH2-MH1 SD PROFILE
SEE H14/CG201 FOR
EXISTING CB-MH2 SD PROFILE
SEE H7/CG201 FOR
CB1-MH2-MH1 SD PROFILE
SEE A7/CG201 FOR
ROOF DRAINAGE SD PROFILE
12" RCP
PLAN
NORTH
PA
R
SO
N
S G
O
VE
R N
M
EN
T
SE
R
VI
C
ES
IN
C
W
ES
T
W
AL
N U
T
ST
R
EE
T
6)
-2
PA
SA
D
EN
A
C
AL
IF
O
R N
IA
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
TA
SK
O R
D
ER
N O
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
NOT FOR
CONSTRUCTION
FI
LE
N
AM
E:
1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20
N
L
J
G
E
C
A
P
M
K
H
F
D
B
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
JA
C
KS
O
N
VI
LL
E
AI
R
N
AT
IO
N
AL
G
U
AR
D
FI
R
ST
T
IT
LE
SHEET ID
LEGEND
CWF
CG101
G R
AD
IN
G P
LA
N
J.
C
H O
U
J.
C
H O
U
J.
A
ZA
D
S.
G
EO
R
G E
JA
X-
AN
G
-C -C
G
1.
dw g
AN
SI
D x3
FA
-2
1- D
-0
W
S6 Y2
4F
JA
N
U
AR
Y
F-
C
O N
SO
LI
D
AT
ED
W
EA
PO
N S
FA
C
IL
IT
Y
JA
C
KS
O N
VI
LL
E, F
LO
R
ID
A
B-3 100% DESIGN SUBMITTAL
GRADING PLANA4 SCALE: 1" = 30'
SHEET NOTES
1. REFER TO SHEET C-001 FOR LEGEND AND
ABBREVIATION AND SHEET C-002 FOR GENERAL
NOTES.
2. EXISTING CONDITIONS OUTSIDE OF APPROXIMATE
SURVEY LIMITS WERE PROVIDED FROM
SUPPLEMENTAL INFORMATION. VERIFY ALL EXISTING
CONDITIONS PRIOR TO CONSTRUCTION.
3. ALL FINISHED SURFACE (FS) SPOT ELEVATIONS
DENOTED WITH AN ASTERISK (FS*) ARE TO MATCH
EXISTING GRADE.
4. REFER TO CG201 FOR STORM DRAIN PROFILES.
5. REFER TO ARCHITECTURAL DRAWINGS FOR EGRESS
DOOR STOOP REQUIREMENTS.
PROJECT LIMITS
EXISTING LANDSCAPE
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE
PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED AIRFIELD CONCRETE
PAVEMENT
PROPOSED STORM DRAIN LINE
PROPOSED CATCH BASIN
SPOT ELEVATION
FLOW DIRECTION ARROW
EXISTING TOP OF BANK
EXISTING TOE OF SLOPE
EXISTING I-BEAM
EXISTING FENCE
CB
26.63
30'0'30'
GRAPHIC SCALE
FS
KEYNOTES
33.11.01
PLAN
NORTH
PA
R
SO
N
S G
O
VE
R N
M
EN
T
SE
R
VI
C
ES
IN
C
W
ES
T
W
AL
N U
T
ST
R
EE
T
6)
-2
PA
SA
D
EN
A
C
AL
IF
O
R N
IA
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
TA
SK
O R
D
ER
N O
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
NOT FOR
CONSTRUCTION
FI
LE
N
AM
E:
1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20
N
L
J
G
E
C
A
P
M
K
H
F
D
B
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
JA
C
KS
O
N
VI
LL
E
AI
R
N
AT
IO
N
AL
G
U
AR
D
FI
R
ST
T
IT
LE
SHEET ID
LEGEND
PROJECT LIMITS
EXISTING LANDSCAPE
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE
PAVEMENT
PROPOSED ASPHALT PAVEMENT
TEMPORARY CONSTRUCTION
ENTRANCE
FIBER ROLL
SILT FENCE
INLET PROTECTION
CONCRETE WASHOUT AREA
LIMITS
STOCKPILE AND STORAGE AREA
EXISTING CATCH BASINCB
CWF
CG121
ER
O
SI
O
N A
N D
S
ED
IM
EN
T C
O N
TR
O
L
PL
AN
J.
C
H O
U
J.
C
H O
U
J.
A
ZA
D
S.
G
EO
R
G E
JA
X-
AN
G
-C -C
G
1.
dw g
AN
SI
D x3
FA
-2
1- D
-0
W
S6 Y2
4F
JA
N
U
AR
Y
F-
C
O N
SO
LI
D
AT
ED
W
EA
PO
N S
FA
C
IL
IT
Y
JA
C
KS
O N
VI
LL
E, F
LO
R
ID
A
B-3 100% DESIGN SUBMITTAL
EROSION AND SEDIMENT CONTROL PLANA4 SCALE: 1" = 30'
SHEET NOTES
KEYNOTES
30'0'30'
1. REFER TO SHEET C-001 FOR LEGEND AND
ABBREVIATION AND SHEET C-002 FOR GENERAL
NOTES.
2. EXISTING CONDITIONS OUTSIDE OF APPROXIMATE
SURVEY LIMITS WERE PROVIDED FROM
SUPPLEMENTAL INFORMATION. VERIFY ALL EXISTING
CONDITIONS PRIOR TO CONSTRUCTION.
3. STOCKPILE AND STORAGE AREA LOCATIONS TO BE
VERIFIED WITH THE SITE PRIOR TO CONSTRUCTION.
4. REFER TO DETAIL A14/CG502 AND DETAIL G14/CG502
FOR MATERIAL STORAGE AREA AND VEHICLE
MAINTENANCE AND STORAGE AREA.
31.25.01 INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER
DETAIL F1/CG501.
31.25.01
31.25.02 INSTALL SILT FENCE PER DETAIL A16/CG501.
PROPOSED
HOIST
EXISTING
OIL/WATER
SEPARATOR
PROPOSED STORMWATER
DETENTION BASIN
31.25.03 INSTALL FIBER ROLL PER DETAIL A1/CG501.
31.25.04 INSTALL INLET PROTECTION PER DETAIL A5/CG501.
31.25.05 GENERAL LOCATION FOR CONCRETE WASHOUT.
INSTALL CONCRETE WASHOUT AREA PER DETAIL
F7/CG501.
31.25.06 STOCKPILE AND STORAGE AREA, REFER TO GENERAL
NOTE 3.
31.25.06
31.25.05 31.25.04
31.25.01
9+75 10+00 11+00 11+76
18" RCP
GRADE = 0.20%
24" RCP
GRADE = 0.20%
EXISTING GROUND
PROPOSED GRADE
C
B2
ST
A:
0+
.4
R
IM
: 2 3.
IN
V.
IN
: 2 1.
IN
V.
O
U T:
1.
M H
ST
A:
1+
.8
R
IM
: 2 5.
IN
V.
IN
: 2 0.
IN
V.
IN
: 2 1.
IN
V.
O
U T:
0.
81.35' 74.33'
10+00 11+00 11+92
EXISTING GROUND
PROPOSED GRADE
C B1
ST
A:
0+
.0
R
IM
: 2
4.
IN
V.
O U
T:
1.
18" RCP
GRADE = 0.20% 18" RCP
GRADE = 0.20%
M H
ST
A:
0+
.8
R
IM
: 2 5.
IN
V.
IN
: 2 1.
IN
V.
IN
: 2 1.
IN
V.
O
U T:
1.
M H
ST
A:
1+
.8
R
IM
: 2 5.
IN
V.
IN
: 2 0.
IN
V.
IN
: 2 1.
IN
V.
O
U T:
0.
34.76' 140.16'
9+75 10+00 10+47
EXISTING GROUND
PROPOSED GRADE
18" RCP
GRADE = 0.20%
M H
ST
A:
0+
.8
R
IM
: 2 5.
IN
V.
IN
: 2 1.
IN
V.
IN
: 2 1.
IN
V.
O
U T:
1.
38.29'
9+75 10+00 10+60
EXISTING GROUND
PROPOSED GRADE
18" RCP
GRADE = 2.87%
ST
A.
0+
.5
S
KI
M
M
ER
W
EI
R
IN
V
EL
EV
. 2
1.
EL
. 1
9.
ST
A.
0+
.8
H
EA
D
W
AL
L
EL
. 1 9.
31.38'
9+75 10+00 11+00 12+00 12+75
C B2
ST
A:
0+
.4
R
IM
: 2
3.
IN
V.
IN
: 2
1.
IN
V.
O U
T:
1.
12" RCP
GRADE = 0.68%
12" RCP
GRADE = 0.68%
EXISTING GROUND PROPOSED GRADE
PA
R
SO
N
S G
O
VE
R N
M
EN
T
SE
R
VI
C
ES
IN
C
W
ES
T
W
AL
N U
T
ST
R
EE
T
6)
-2
PA
SA
D
EN
A
C
AL
IF
O
R N
IA
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
TA
SK
O R
D
ER
N O
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
NOT FOR
CONSTRUCTION
FI
LE
N
AM
E:
1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20
N
L
J
G
E
C
A
P
M
K
H
F
D
B
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
JA
C
KS
O
N
VI
LL
E
AI
R
N
AT
IO
N
AL
G
U
AR
D
FI
R
ST
T
IT
LE
SHEET ID
CWF
CG201
ST
O
R M
D R
AI
N
P R
O
FI
LE
S
J.
C
H O
U
J.
C
H O
U
J.
A
ZA
D
S.
G
EO
R
G E
JA
X-
AN
G
-C -C
G
1.
dw g
AN
SI
D x3
FA
-2
1- D
-0
W
S6 Y2
4F
JA
N
U
AR
Y
F-
C
O N
SO
LI
D
AT
ED
W
EA
PO
N S
FA
C
IL
IT
Y
JA
C
KS
O N
VI
LL
E, F
LO
R
ID
A
B-3 100% DESIGN SUBMITTAL
CB2-MH1-POND SD PROFILEH2 HOR SCALE: 1" = 30'
VER SCALE: 1" = 3'
SHEET NOTES
1. REFER TO SHEET C-001 FOR LEGEND AND
ABBREVIATIONS AND SHEET C-002 FOR GENERAL
NOTES.
CB1-MH2-MH1 SD PROFILEH7 HOR SCALE: 1" = 30'
VER SCALE: 1" = 3'
EXISTING CB-MH2 SD PROFILEH14 HOR SCALE: 1" = 30'
VER SCALE: 1" = 3'
SD-4 (POND-OUTFALL) PROFILEA2 HOR SCALE: 1" = 30'
VER SCALE: 1" = 3'
SD-5 (ROOF DRAINAGE) PROFILEA2 HOR SCALE: 1" = 30'
VER SCALE: 1" = 3'
" M
IN
PONDING HEIGHT
RUNOFF
SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE
SPECIFICATION. THE POSTS USED TO SUPPORT THE SILT FENCE FABRIC SHOULD BE
A HARDWOOD MATERIAL WITH THE FOLLOWING MINIMUM DIMENSIONS: 2" SQUARE
(NOMINAL) BY 4.5' LONG. SILT FENCE FABRIC SHOULD BE ATTACHED TO THE
WOODEN POSTS WITH STAPLES, WIRE, ZIP TIES, OR NAILS.
A SLOPE BARRIER SHOULD BE USED AT THE TOE OF A SLOPE WHEN A DITCH DOES
NOT EXIST. THE SLOPE BARRIER SHOULD BE PLACED ON NEARLY LEVEL GROUND 5'
TO 10' AWAY FROM THE TOE OF A SLOPE. THE BARRIER IS PLACED AWAY FROM THE
TOE OF THE SLOPE TO PROVIDE ADEQUATE STORAGE FOR SETTLING OUT
SEDIMENT. WHEN PRACTICABLE, SILT FENCE SLOPE BARRIERS SHOULD BE PLACED
ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. SILT FENCE SLOPE
BARRIERS CAN ALSO BE PLACED ALONG RIGHT-OF-WAY FENCE LINES TO KEEP
SEDIMENT FROM CROSSING ONTO ADJACENT PROPERTY. WHEN PLACED IN THIS
MANNER, THE SLOPE BARRIER WILL NOT LIKELY FOLLOW CONTOURS.
WOOD POST
36" HIGH MAX.
FILTER FABRIC ATTACH
SECURELY TO UPSTREAM
SIDE OF POST
4" X 6" TRENCH WITH
COMPACTED BACKFILL
EXCAVATE A TRENCH THE LENGTH OF THE PLANNED SLOPE BARRIER THAT IS 6"
DEEP BY 4" WIDE. MAKE SURE THAT THE TRENCH IS EXCAVATED ALONG A SINGLE
CONTOUR. WHEN PRACTICABLE, SLOPE BARRIERS SHOULD BE PLACED ALONG
CONTOURS TO AVOID A CONCENTRATION OF FLOW. PLACE THE SOIL ON THE
UPSLOPE SIDE OF THE TRENCH FOR LATER USE. ROLL OUT A CONTINUOUS LENGTH
OF SILT FENCE FABRIC ON THE DOWNSLOPE SIDE OF THE TRENCH. PLACE THE EDGE
OF THE FABRIC IN THE TRENCH STARTING AT THE TOP UPSLOPE EDGE. LINE ALL
THREE SIDES OF THE TRENCH WITH THE FABRIC. BACKFILL OVER THE FABRIC IN THE
TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH,
APPROXIMATELY 24" TO 36" OF SILT-FENCE FABRIC SHOULD REMAIN EXPOSED. LAY
THE EXPOSED SILT FENCE UPSLOPE OF THE TRENCH TO CLEAR AN AREA FOR
DRIVING IN THE POSTS. JUST DOWNSLOPE OF THE TRENCH, DRIVE POSTS INTO THE
GROUND TO A DEPTH OF AT LEAST 18". PLACE POSTS NO MORE THAN 4' APART.
ATTACH THE SILT FENCE TO THE ANCHORED POST WITH STAPLES, WIRE, ZIP TIES,
OR NAILS.
WHEN PRACTICABLE, DO NOT PLACE SILT FENCE SLOPE BARRIERS ACROSS
CONTOURS. SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A
CONCENTRATION OF FLOW. WHEN THE FLOW CONCENTRATES, IT OVERTOPS THE
BARRIER AND THE SILT FENCE SLOPE BARRIER QUICKLY DETERIORATES. DO NOT
PLACE SILT-FENCE POSTS ON THE UPSLOPE SIDE OF THE SILT FENCE FABRIC. IN
THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESTRICTED BY THE
POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE
WILL RIP AND FAIL.
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