dia. - prime construction group, inc. · 2017-05-23 · (2) reclaimed water regulated under part...
TRANSCRIPT
DETAIL 1SCALE: NTS
SILT FENCE
NOTES:
1.
2.
3.
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL
PONDING HT.PONDING HT.
RUNOFF
8"
12" MIN.
RUNOFF
FLOW
FLOW
FLOW
STANDARD DETAIL ALTERNATE DETAIL
EXTRA STRENGTH FILTER FABRICNEEDED WITHOUT WIRE MESH SUPPORT
4"x6" TRENCHWITH COMPACTEDBACKFILL
FILTER FABRICATTACHED SECURELYTO UPSTREAM SIDEOF POST
SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDINGEFFICIENCY.
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOTCONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENTWHEN NECESSARY.
STEEL ORWOOD POST
36" HIGH MAX.
12" MIN.
STEEL ORWOOD POST
GRAVEL
9" MAX(RECOMMENDED)
STORAGE HT.
10' MAX. SPACING WITHWIRE SUPPORT FENCE6' MAX SPACING WITHOUTWIRE SUPPORT FENCE
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
* DIMENSION VARIESPER CRITICAL
PROTECTION ZONE
SAFETY - ORANGENYLON ORPOLYPROPYLENETYPE FENCING
SECURELYAFFIX FENCINGTO STRINGERWITH STAPLESOR NAILS
EXISTINGUNDISTURBED SOIL
4' MINIMUMHEIGHT
2' MINIMUMDEPTH
1"X4" STRINGER
2"X4" POSTS12' MAXIMUM
SPACING
2"X4" POSTS
1"X4" STRINGERS
TREE TRUNK
* DIMENSION VARIESPER CRITICAL
PROTECTION ZONE
NOTE:FOR GROUPS OF TREES, PLACE BARRICADESBETWEEN TREES AND CONSTRUCTION ACTIVITY.
NOTE:CRITICAL PROTECTION ZONE: THE AREA SURROUNDING A TREE WITHIN'A' CIRCLE DESCRIBED BY 'A' RADIUS OF ONE FOOT FOR EACH INCH OFTHE TREE TRUNK DIAMETER AT 54" ABOVE FINISHED GRADE. FORGROUPS OF TREES, PLACE BARRICADES BETWEEN TREES ANDCONSTRUCTION ACTIVITY.
* TREE PROTECTION BARRICADES SHALL BE LOCATED TO PROTECT AMINIMUM OF 75% OF THE CRITICAL PROTECTION ZONE.
TREE PROTECTION BARRICADES
FDOT INDEX NO. 544
DETAIL 2SCALE: NTS
HORIZONTAL SEPARATION REQUIREMENTS
OTHER PIPE
STORM SEWERSTORMWATER FORCE MAINRECLAIMED WATER (2)
VACUUM SANITARY SEWER
GRAVITY OR PRESSURESANITARY SEWERSANITARTY SEWER FORCE MAINRECLAIMED WATER (4)
ON-SITE SEWAGE TREATMENT &DISPOSAL SYSTEM
HORIZONTAL SEPARATION
WATER MAIN
3 FT. MIN
WATER MAIN
10 FT. PREFERRED3 FT MIN
WATER MAIN
10 FT PREFERRED6 FT MIN (3)
10 FT MIN
12 INCHES IS THE MINIMUM.EXCEPT FOR STORM SEWER THEN6 INCHES IS THE MINIMUM AND12 INCHES IS PREFERRED
12 INCHES PREFERRED6 INCHES MINIMUM
WATER MAIN
WATER MAIN
12 INCHES IS PREFERRED6 INCHES IS THE MINIMUM ANDEXCEPT FOR STORM SEWER THEN12 INCHES IS THE MINIMUM.
WATER MAIN
CROSSINGS (1) JOINT SPACING @ CROSSINGS(FULL JOINT CENTERED)
WATER MAIN
ALTERNATE 3 FT MINIMUM
ALTERNATE 3 FT MINIMUM
WATER MAIN
ALTERNATE 6 FT MINIMUM
WATER MAIN
(1) WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 12 INCHES.(2) RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610. F.A.C.(3) 3 FT. FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER.(4) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
DISCLAIMER- THIS DOCUMENT IS PROVIDED FOR YOUR CONVENIENCE ONLY. PLEASE REFER TO F.A.C. RULE 62-555.314 FOR ADDITIONAL CONSTRUCTION REQUIREMENTS.
DETAIL 3SCALE: NTS
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
(SE
E N
OTE
2)
TRE
NC
H B
AC
KFI
LL
12" L
IFTS
MA
XIM
UM
W/ SIZE OF PIPEVARIES
SEE NOTE 4
PIPE O.D.COMMON FILL
BEDDING MATERIAL
12" (TYP)
UNDISTURBED EARTH
FINISHED GRADE
NOTES:1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM
DENSITY AS PER AASHTO T-180.2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS
PER AASHTO T-180.3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE
DIAMETER 24" AND LARGER.5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE
FLOW.7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM
FOR PIPE DIAMETER 16" AND LARGER.8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING
ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIREDREMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION.
9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALLAPPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATIONWITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATIONREGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
10. FOR SANITARY SEWER BEDDING MATERIAL DETAILED IN NOTES 7 & 8 IS REQUIREDWITHIN 5' OF MANHOLES, SUITABLE UNDISTURBED SOIL WILL BE ACCEPTABLE FOROTHER CIRCUMSTANCES.
TRENCH WIDTH
SELECTCOMMON FILL
INITIALBACKFILL (S
EE
NO
TE 1
)(S
EE
NO
TE 3
)
HAUNCHING
BEDDING(SEE NOTES 7, 8 & 10)
DETAIL 4SCALE: NTS
BEDDING AND TRENCHING - TYPE A
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 5SCALE: NTS
PRECAST CONCRETE MANHOLE
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
#4 BARS 9" O.C. EACH WAY
GRANITE BEDDING
SEE JOINT DETAIL (TYP.)
4 COURSES (MAX.)2 COURSES OF BRICK (MIN.)
FRAMES BEDDED IN MORTAR
4" MIN.
0.8 DIA.
3" CL
4' OR 5' DIA
DIA.
8" MIN.
6" WIDE
12
MIN.6"
GENERAL NOTES:
3'0" MAX.1'6" MIN.
24"
4"
8" MIN
MANHOLE FRAME & COVER
CONE SECTIONCONCENTRIC
COATING (SEE NOTE 5)
1. MANHOLE COVERS TYPICAL FOR ALL FRAME TYPES.2. WRAPID SEAL MUST BE USED ON ALL JOINTS, CASTINGS AND RISER RINGS: ON ALL JOINTS
ON ROUND AIR RELEASE AND ROUND MANHOLE STRUCTURES.3. WRAPID SEAL MUST BE USED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.4. MAXIMUM MANHOLE DEPTH SHALL BE 15 FEET TO LOWEST PIPE INVERT.5. ALL TERMINAL MANHOLES SHALL BE EPOXYTECH OR GML LINED. ALL OTHER MANHOLES,
SHALL HAVE COALTAR BISTUMATIC.
WRAPIDSEALTYPICAL
GROOVE TO BE FORMED WITH ANACCURATE BELL RING. FORM SEAL WITHCOAL TAR MASTIC " DEWITT NO. 10 ORAPPROVED EQUAL OR JOINT SAME ASDETAIL FOR RISER SECTION
FLEXIBLE PIPE CONNECTOROR LINKSEAL
MIN 12'' COMPACTEDCRUSHED STONE(FDOT #57)
DETAIL 6SCALE: NTS
CITY COVER
STANDARD MANHOLE FRAME AND COVER
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
2" 22 3/4''
3/4"
MACHINED SURFACES
2"
7"
25"
23"
20 5/8"
24 1/2 "
FRAME - TYPE I35 1/2 ''
CIT
Y
OF ORLANDO, FLOR
IDA
" TH
E
C IT Y B E AU T IFU
L"
SANITARYNOTE:
U.S. FOUNDRY 420 JT MANHOLE RINGAND COVER WITH CITY LOGOOR APPROVED EQUAL
N.T.S.MANHOLE COVER
6C501
2C502
1C502
12" 12"
SET COVERS FLUSH IN PAVEDAREAS & AT ELEVATIONS INUNPAVED AREAS
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CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 1SCALE: NTS
FLEXIBLE MANHOLE CONNECTION
STRAIGHT THROUGH RIGHT ANGLE
JUNCTIONS
NOTES:
N.T.S.
MANHOLE WALL
CONCAVE APRON
MANHOLE WALL
1. MAINTAIN DESIGN SLOPE ACROSS MANHOLE UNLESS OTHERWISE INDICATED.2. DEPTH OF ALL CHANNELS TO BE 80% OF PIPE DIAMETER.3. FINISH OF ALL CHANNELS TO ALLOW SMOOTH FLOW.4. CONCRETE BENCH SHALL BE POURED BEFORE SHUTTING DOWN DEWATERING OPERATIONS TOPREVENT FLOTATION.5. BRICK MAY BE USED TO BUILD UP CONCRETE BENCH.6. MINIMUM ANGLE BETWEEN INLET AND OUTLET PIPING IS 90 DEGREES.
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 2SCALE: NTS
JOINT DETAILS
INSIDE
COMPLETEDJOINTWITHSQUEEZEOUT
PRE-PRIMEDPLASTICJOINT
FILLER
WRAPPER(REMOVED)
PIPE
KORBAND (OR EQUAL)
FLEXIBLE CONNECTOR
MANHOLE STRUCTURE
PIPE CLAMP
JOINT DETAILS
OUTSIDE
FOR 12'' AND LARGER USE LINKSEAL
(LESS THAN 12" DIA)
DETAIL 3SCALE: NTS
FLOW CHANNEL DETAIL - SANITARY SEWERS
SEWER MAIN
CLEANOUT
CURB
5'S/W
USE BENDS AS NEEDED
PVC
CLEANOUT
PROPERTYLINE
PAVEMENT
MIN
.5'
MAX.
INSPECTED BY INSPECTED BYBUILDINGDEPARTMENT
BLD
G.
FINISHED GRADE
SLOPE 1.0 % +/-
3'-0
'' +/-
5'S/W
BLD
G.SEWER MAIN
PROPERTYLINE
CLEANOUTCAP
6. LATERAL CONNECTION OF LIKE MATERIALS SHALL UTILIZE REDUCERS AND/OR TRANSITION PIECES, ETC.
7. FIELD SOLVENT JOINTS ARE ACCEPTABLE.
9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM THE SANITARY SYSTEM AT THE TIME OF INSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE CITY.
2. STREETSIDE CLEANOUT SHALL BE FORMED BY INSTALLING A TEE AND A BEND.
3. BUILDING-SIDE CLEANOUT SHALL BE INSTALLED WITHIN 5 FEET OF THE BUILDING. TWO-WAY CLEANOUTS ARE ACCEPTABLE. NO WYE CONNECTIONS WILL BE ALLOWED.
N.T.S.
4. THE PIPE SECTION BETWEEN THE STREETSIDE CLEANOUT AND THE BUILDING CLEANOUT SHALL BE INSTALLED
REGARDLESS OF THE ANGLE, SHALL HAVE A CLEANOUT.5. LATERAL CONNECTIONS OF DISSIMILAR MATERIALS SHALL BE CONNECTED UTILIZING TRANSITION ADAPTERS.
TRANSITION GASKETS AND/OR FERNCO ADAPTERS ARE NOT ACCEPTABLE.
8. CLEANOUT CAPS LOCATED IN DRIVEWAYS AND OTHER PAVED AREAS SHALL BE CAST-IN-PLACE RINGS WITH METAL COVERS STAMPED WITH THE WORD "SEWER", ALL OTHERS SHALL BE PVC WITH AN INVERTED HEX-NUT.
ENGINEERING DEPARTMENT
1. LATERAL INSTALLATION SHALL BEGIN AT A CITY SEWER CONNECTION POINT AND SHALL BE CONSTRUCTED BACK TO THE BUILDING AT A SLOPE SUFFICIENT TO YIELD A MINIMUM FLOW VELOCITY OF 2 FEET PER SECOND.
TEE
PRE-APPROVAL BY CITY ENGINEER ONLY.
WITH AS FEW BENDS AS POSSIBLE. 90° BENDS IN THIS SECTION SHALL NOT BE ALLOWED. ALL BENDS,
GENERAL NOTES:INSTALLATION OF LATERAL CONNECTIONS
12''
4'' OR 6'' SERVICE
11. LATERAL LOCATION NO MORE THAN 5' FROM PROPERTY LINE NOT IN DRIVEWAY OR APRON.
10. USE 4" OR 6" PVC (SDR35) PIPE FOR LATERALS AS NOTED ON DRAWINGS AND IN SPECIFICATIONS. DIP SHALL BEUSED FOR BURIAL DEPTHS LESS THAN 3 FEET AND AS DIRECTED BY THE WASTEWATER DIVISION.
"FERNCO" COUPLINGOR EQUAL
LATERAL
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 4SCALE: NTS
INSTALLATION OF LATERAL CONNECTIONS
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 6SCALE: NTS
TRAFFIC BEARING CLEANOUT
18" CAST IRONVALVE COVER BOX
EXISTING PAVEMENT
4" CAST IRON RISER
18"
CONCRETE 2" ABOVEPAVEMENT
SEWER CAST IRON LID
FINISHED GRADE
#5 REBAR, 2 REQD
GEAR OPERATOR
NOTES:N.T.S.
DIA OF
#5 REBAR, 2 REQD
6'' MIN
DIA OF PIPE OR 12'' MIN
PIPE +12''BURIED PLUG VALVE BOX SETTING
4'' (TYP)
1. ABOVE DETAIL IS BASED ON 4' PLUGCHANGE PIPE AND FITTINGS ACCORDINGLYFOR OTHER VALVE SIZES AND TYPES. VALVESIZES TO BE DETERMINED BY ENGINEERAND APPROVED BY THE CITY PRIOR TOINSTALLATION.
2. THE MINIMUM DIMENSION FROM TOPOF PIPE TO FINISHED GRADE SHALL BE4.0 FEET.
3. IN LIEU OF CONCRETE SUPPORT, CONTRACTORMAY USE No. 57 STONE FROM CENTER OF VALVEDOWN TO UNDISTURBED SOIL (6'' MINIMUM) AND12'' BEYOND ALL SIDES AND ENDS OF VALVE.
4. PIN OPERATING ROD TO VALVE OPERATING NUTW/316 STAINLESS STEEL PIN.
SET COVER OF VALVE BOX ANDCONCRETE PAD ‚'' BELOW GRADE IN
PAVEMENT OR SHOULDER AND 2''ABOVE GRADE ELSEWHERE
PROVIDE 1'-6'' SQ X 6''THICK CONCRETE PAD
EXTENSION ROD REQD W/ 2''OPERATING NUT 6" BELOWGRADE WHEN VALVE C/L ISOVER 4'-0'' BELOW GRADE
5'' CAST IRON SOIL PIPEEXTENSION LENGTH ASREQUIRED
CAST IRON VALVE BOXTOP SECTION 15'' LONG
COMPACT BACKFILLAROUND TOP SECTION
VALVE ENDSAS SPECIFIED
LENGTH OF SUPPORT= VALVE LENGTH +12''
DETAIL 7SCALE: NTS
BURIED PLUG VALVE BOX SETTING
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 8SCALE: NTS
VALVE & BOX
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
3"
3' M
IN. C
OV
ER
6"
N.T.S.VALVE & BOX
OVER 4'-0" BELOW GRADEGRADE WHEN VALVE C/L IS
EXTENSION ROD REQD W/ 2'' OPERATING NUT 6'' BELOW
SEWER C.I. COVER
NOTE:
1. IN LIEU OF CONCRETE SUPPORT, CONTRACTOR MAY USE No. 57 STONE FROM CENTER OF VALVE TO UNDISTURBED SOIL (6'' MINIMUM) AND 12'' BEYOND ALL SIDES AND ENDS OF VALVE.
2. PIN OPERATING ROD TO VALVE OPERATING NUT W/316 STAINLESS STEEL PIN.
UNDISTURBED SOIL CONCRETE SUPPORT (CLASS I)
CONCRETE COLLAR18" X 18" X 6"
BEDDING
FORCE MAIN
#4 BARS CONT.
VALVE BOX
6" MIN
DETAIL 5SCALE: NTS
NOT USED
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DETAIL 1SCALE: NTS
VALVE BOX COLLAR
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 6SCALE: NTS
PIPE SUPPORT - OFFSET WETWELL
DETAIL 7SCALE: NTS
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 8SCALE: NTS
PIPE SUPPORT - STANCHION SADDLE
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
WARNING TAPE SHOULD BE 18" ABOVE PIPE
BALL/PLATE EVERY 100 FT.- ALSO VERTICALAND HORIZONTAL DEFLECTION POINTS.
2.
4.3.
1.
(TYP.)5'
(TYP.)
ELBOW
5'
TEECONNECTION
VERTICAL OR HORIZONTALDEFLECTION POINT
CROSSCONNECTION
(TYP.)5'
VALVE
50'
TYPICAL STRAIGHTRUN OF PIPE
OTHER LOCATIONS AS DIRECTED BY THE CITY
=TYPICAL LOCATIONS. ( 2' BELOW GRADE)
SEWER/RECLAIM PRESSURE PIPEN.T.S.
DRILL A HOLE NEAR THETOP OF THE VALVE BOX
VALVE BOX
SPIRAL TRACEWIRE ONTHE OUTSIDE
COIL ENOUGH WIRE TOEXTEND 24" ABOVEGRADE
CONNECT WITHDIRECT BURY LUG
INSTALLATION OF TRACE WIRE ON SEWER/RCLAIM PRESSURE MAINSN.T.S.
8 GAUGE COPPER TRACE WIRE
BRING UP WIRES ONINSIDEOF MARKER
BURY 2 FEET OF FOUR FOOTPOST IN GROUND
SLIP MARKER OVERU-CHANNEL POST &BURY 6" OF MARKER INGROUND
2'
EXISTINGGRADE
6"2'
5'
FRONT BACK
REMOVE CAP & ATTACHTRACE WIRE TO BACKOF BOLTS, LABEL BOLTS(NORTH, SOUTH...)
PLASTICMARKERANDPOST
1. EVERY 400' OR ATHORIZONTAL BENDS.2. OR OTHERLOCATIONS ASDIRECTED BYWASTEWATER
4"
4" 2"
6"
12"
24"x24"x6" THICK CONCRETE PADTYPICAL EACH VALVE BOX
9"
VALVE BOXREFER TO RW-28
FLUSH WITHFINISHED
GRADE
VALVE BOX COVER
VALVECOVER
(TYPICAL)
3,000 P.S.I.CONCRETE(MINIMUM)
DIRECTIONAND
No. OF TURNSTO OPEN
GPS LOCATIONVALVE #
VALVE SIZER-#
#####
SIZE
3" DIA. S.S DISCANCHORED IN CONC. PAD
STAMP AS REQUIRED(SEE NOTE 1)
ASPHALT ORCONCRETESURFACE
4"x4"x18" LONG(MIN.PRECAST POSTWITH3" DIA. S.S. IDDISC SET INGROUT
BASE
3" DIA. S.S. DISCANCHORED IN CONCRETE
PAD. ID STAMP REQ'D.
ANCHORS
2"
12"
C
I
T
Y
O
F O
R
L
A
N
D
O
#####
# T UR N S
1. S.S. IDENTIFICATION DISC SHALL BE REQUIRED FOR ALLVALVES, INCLUDING AIR RELEASE VALVES.
2. IN PAVED AREAS, THE S.S. IDENTIFICATION DISC MAYBE MECHANICALLY ATTACHED TO THE BOTTOM OF THEVALVE BOX COVER, OR INSTALLED AS SHOWN ABOVE.
3. PAINT VALVE BOX COVER PURPLE PANTONE 522C.4. THE VALVE # SHALL BE THE GPS LOCATION OF THE
VALVE.
DETAIL 2SCALE: NTS
TRACE WIRE
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 3SCALE: NTS
FM DETECTOR BALL LOCATION DETAIL
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
PENETRATION SEAL ASSEMBLYLINK-SEAL (S-316, EPDM) TYPE WALL
"A"
2
4
3
8
6
10
SIZEPIPE
2-1/2
SE
E T
AB
LE
24
16
18
20
14
12
SIZEPIPE
6
12
10
14
4
4
5
6
15
13
17
7
7-1/2
9
DIASLEEVENOMINAL
"A"
SEEPAGE RING
PASSING PIPE
BY MANUFACTURER (IF APPLICABLE)PENETRATION SEAL ASSEMBLYPIPE SLEEVE FOR WALL
23-1/2
27-1/2
32
21
25
19
"A"
30
20
24
18
24
16
NOMINALSLEEVE
DIA
NOTE: ALL DIMENSIONS AREGIVEN IN INCHES.
PENETRATION SEAL - LINK SEAL (S-316)
WALL
CONCRETE MOUNTING 316 SST EXPANSIONANCHORS, DIAMETER PER CLAMP MFR
OFFSET 316 SST PIPE CLAMP FMSTAINLESS STEEL FASTENERSFIG 63 OR EQUAL
12" MAX PIPE DIAMETER
316 SST BOLTS, DIAMETER PER CLAMP MFR
NOTE:ALL MATERIALS OF CONSTRUCTIONSHALL BE 316 STAINLESS STEEL. ALLMOUNTING HARDWARE SHALL BE 316STAINLESS STEEL.
FRP LINER
GROUT
DETAIL 4SCALE: NTS
ALL METALS SHALL BE STAINLESS STEEL
DETAIL 5SCALE: NTS
PENETRATION SEAL
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
APPLY 1" DEPTHOF GUN GRADEELASTOMERICSEALANT INANNULAR SPACE,BOTH SIDES OFMASONRY WALL
PIPE SIZES UPTO 4 INCHES
SPOOL PIECE (SCHED 80PVC) PE X PE FIELD CUTTO LENGTH
MASONRY WALL(EXISTING OR NEW)
PACK TIGHT LAYERSOF EXPANDEDPOLYETHYLENE ORPOLYURETHANEROPE TYPE FILLER
1" MIN ANNULARSPACE AROUNDCARRIER PIPE
1" NON-SHRINKGROUT
PENETRATION SEALMASONRY WALL (SMALL DIAMETER)
NOTES:1. CORE DRILL HOLE IN CONCRETE MASONARY WALL
N.T.S.
CORE DRILLEXISTING
PIPE SIZES UPTO 4 INCHES
EXISTINGSTRUCTURALMEMBER
PACK TIGHT LAYERSOF EXPANDEDPOLYETHYLENE ORPOLYURETHANEROPE TYPE FILLER.
ANNULAR SPACE1" MIN ALL AROUND (UON)
CONCRETE.
APPLY 1" DEPTHOF GUN GRADE ELASTOMERICSEALANT IN ANNULAR SPACE,BOTH SIDES OF WALL
CONCRETE WALL OR FLOOR (SMALL DIAMETER)PENETRATION SEAL
N.T.S.
NOTE:ALL MATERIALS OF CONSTRUCTIONSHALL BE 316 STAINLESS STEEL ORALUMINUM. ALL MOUNTING HARDWARESHALL BE 316 STAINLESS STEEL.
WALL
OFFSET PIPE CLAMP GRINNELL FIG 103OR EQUAL
12" MAX PIPE DIAMETER
MOUNTING BOLTS, DIAMETER PERCLAMP MFR
CONCRETE MOUNTING EXPANSIONANCHORS, DIAMETER PER CLAMP MFR
PIPE SUPPORT - OFFSET
EDCBAPIPE
606
6
8
10
8
17
1
1
1
1
7
7
7
7
7 1 12
60
60
60
60
60
4 3/163
4 13/16
5 7/16
8 7/16
6 15/16
3
3
3
3
4
5
6
10
8
* ALL DIMENSIONS IN INCHES.
312 9 15/16
MINSIZE MAX
STEEL PLATE1/2" THICK SQUARE
1/4"
B
A
C
1" NON-SHRINK GROUT
(TYP OF 4)LEVELING NUTSANCHORS WITH 5/8" SST WEDGE
GRADE (DIMENSION "E")REQUIRED PIPEPIPE CUT TO MEETSCHEDULE 40 SSTEQUALSTANCHION SADDLE ORGRINNELL FIG 259 PIPE
1/4" NEOPRENE PAD
316 SST U-BOLT
NOTES:1. ALL METALS SHALL BE 316
OR 316L STAINLESSSTEEL.
2. SEE PLANS AND SECTIONSFOR PIPE GRADEREQUIREMENT(DIMENSION "E").
3. PROVIDE INSULATIONPROTECTION SHIELD(GRINNELL FIG 167 OREQUAL) WHEN PIPING ISINSULATED.
4. SUPPORTS SHALL BEMANUFACTURED BYB-LINE INDUSTRIES, FMSTAINLESS, OR GULFSTATE HANGERS &SUPPORTS.
CONSTRUCT 18" x 18" x 6" CONC BASE WITH # 4REINFORCING STEEL @ 5" OCEW IF SUPPORT ISNOT LOCATED ON AN EXISTING SLAB.
E
D
PROCESSPIPE
SIMILAR TO
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2 3 4 5 6 7
Bar Measures 1 inch
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4, 6
0, 6
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C503
DE
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S
C503
DE
TAIL
S
DETAIL 1SCALE: NTS
PRESSURE GUAGE INSTALLATION
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 2SCALE: NTS
REDUCED PRESSURE BACKFLOW PREVENTER AND
REDUCED PRESSURE ZONE
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
NOTES:
1. ALL PIPE FITTINGS SHALL BE BRASS.
GATE VALVE
UNION(2 REQUIRED)
90° BEND
(2 REQUIRED)
TOSERVICE
GATE VALVETEST COCK (TYP)
FROMMAIN
FINAL GRADE 16" M
AX
12" M
IN
9"MIN
9"MIN
GALVANIZED18" WIDE BY 6" THICK
PRESSURE GAUGE WITHTELL-TALE HIGH PRESSURE NEEDLESEE NOTES
1/2" 316 SST NIPPLE
PIPE
TEE, SADDLE OR WELDED/CASTTHREADED BOSS
1/2" 316 SST BALL VALVE
1/2" 316 SST NIPPLE
316 S/S BUSHING
PROFILE
316 SST W/ BUNA-N DIAPHRAMPRESSURE SEAL WITH 1/2"NPT CONNECTIONS (SEESPECIFICATIONS)
1. USE 2.5" DIA.S/S LIQUID FILLED WEATHER PROOF (PSI RANGE 0 - 50)PRESSURE GAUGES FOR PIPE SIZES LESS THAN 4" DIAMETER W/MAXIMUM POINTER NEEDLE & 1/4" NPT LOWER MOUNT
2. USE 4.5" DIA. S/S LIQUID FILLED WEATHER PROOF PRESSUREGAUGES FOR PIPE SIZES 4" DIAMETER OR GREATER. W/ MAXIMUMPOINTER NEEDLE & 1/2" NPT LOWER MOUNT.
THREADEDNIPPLE (TYP)
IF CONNECTION IS TO REUSE WATER PROVIDE10"X14"X1/8" FRP SIGN (BRADY MODEL BY OREQUAL) READING:
NOTICENON-POTABLE WATER
NOT FOR DRINKING
PROVIDE 50' LONG, 1" DIA (0.47 LB/LF)ABRASION AND WEATHER RESISTANT EPDMRED COVER RAYON BRAIDED HOSE, ASMANUFACTURED BY AMAZON HOSE &RUBBER CO., OR EQUAL, WITH THEFOLLOWING 1" FITTINGS:
NOZZLE END: BRASS MALE HOSE BARB(NPSH THD), METAL HOSE SHUT-OFFVALVE, AND BRASS PLAIN HOSE NOZZLE(ALL FITTINGS AS MANUFACTURED BYAMAZON HOSE & RUBBER CO., OR EQUAL).SUPPLY END: 1" 316 SST TUBECONNECTION STEM, SERIES "QF" ASMANUFACTURED BY SWAGELOK, OREQUAL.
1/4"
1/4"
WRAP PIPE WITHASPHALT FELT
90° BEND (SCHED 80 GSP THD)
1" GATE VALVE (THD)
1" TYPE 316 SST QUICKCONNECT BODY "QF"
SERIES BY SWAGELOK,WITH MALE NPT THD
1" RISER PIPE (SCHED 80 GSP)
316 SST U-BOLT,TWO PLACES
2'-0" X 2'-0" X 6" CONCRETE PADREQUIRED, IF NOT IN SLAB
USE DOUBLE STRAP SADDLEFOR DI OR PVC PIPE LARGERTHAN 3" DIA. USE TEE FOR 3"
AND SMALLER
MAIN HEADER - SEE PLANSFOR SIZE AND MATERIALS
3/8" X 4" 316 SST WEDGE ANCHOR(OR MACHINE BOLTS, WASHERS,
AND NUTS IF CONNECTING TOSTRUCTURAL STEEL) (TYP OF 4)
5" X 5" X 1/4"AL PL
WELDED AL CAP
2" SCHED 40 AL PIPE,OR MOUNT SIGN ONWALL IF WALL EXISTSWITHIN 2 FEET OFHOSE VALVE.
1/4" BOLT ANDWASHER, TWO PLACES(TYPE 316 SST)
3" X 4" AL CHANNELSTIFFENER
4"X10"X1/4" AL PLMOUNTED W/FOUR3/8"X4" 316 SSTWEDGE ANCHORS.CONC SLAB
1'-6
"2'
-0"
3/4" TYP
3/4"
TY
P
L
NOTICENON-POTABLE
WATER NOT FORDRINKING
NOTES:1. FABRICATE UNIT FROM 1/4" 6061-T6 AL ALLOY PLATE.2. WHEN CONNECTION IS TO REUSE WATER MOUNT 10"X14"X1/8"
FRP WARNING SIGN (BRADY MODEL BY OR EQUAL) TO POST ORWALL WITH 316 SST FASTENING HARDWARE READING:
1/4"(TYP)
1/4"(TYP)
1/8"1/4"
POST MOUNTED
WALL MOUNTED1.
5" (T
YP
)B
OLT
CL
FOR
WA
LL M
OU
NT'
3/8" X 4" 316 SST WEDGEANCHOR (TYP OF 4)
FINFL
WELDED ALCAP
2" SCHED40 AL PIPE
C FOR POST MOUNT
CONCFLOOR
RAD=24"
5" X 5" X1/4" AL PL
3/8" X 4" 316SST WEDGE
ANCHOR (TYPOF 4)
12"
12"
18"
6"
15"
18"24"
1.5" (TYP)
3/4" TYP
3/4"
TY
P
3'-0
"2'
-4"
DETAIL 3SCALE: NTS
HOSE VALVE, POST-MOUNTED
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
HOSE RACK
DETAIL 4SCALE: NTS
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
DETAIL 5SCALE: NTS
BOLLARD
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
MIN
.
FINISHED GRADE
3'
2"
6" MIN.
8" X 26" PVC PIPE SLEVEBACKFILL SPACE WITH SAND
6" DIA. SCH 40. STEEL ORFILL WITH CONCRETE
1-6" DIAMETER REINFORCEDCONCRETE BASE FOOTINGWITH 6 X 6 10/10 WWFREINFORCEMENT
6" M
IN.
GUARDPOST PAINT WITH OSHASAFETY YELLOW EPOXY COATING
CONCRETE SLABSEE BELOW
4'- 0
"
MIN
.4'
GENERAL SLAB DESIGN
DETAIL 7SCALE: NTS
DETAIL 6SCALE: NTS
GRAVEL & FILTER FABRIC CONCRETE SIDEWALK
DETAIL 8SCALE: NTS
6" FDOT No. 57 STONEGRANITE AGGREGATE
BEDDING ROCK LINEDWITH FILTER FABRIC D-2INDEX No.199 FDOT
EDGE OFGROUND
4"2"
1.00'LAP1.50'
3"
CONCRETE CURB
EDGE OFGROUND
4"2"
1.00'LAP 1.50'
CONCRETE PAVEDCONCRETE DRIVE
6"
6"
A
A
CONCRETE SLAB (LENGTH OF SLAB VARIESACCORDING TO INSTALLATION)
WIRE MESH PER ASI 318 ORFIBERGLASS REINFORCED CONCRETE.
VA
RIE
SS
EE
PLA
N F
OR
DIM
EN
SIO
NS
NOTE:REMOVE ORGANICS & COMPACT SOILS BELOW SLABTO 95% DRY DENSITY BEFORE SETTING FORMS.
SLAB PLAN VIEW
SCALE: NTS
SECTION A-A
SCALE: NTS
CITY OF ORLANDODEPT. OF PUBLIC WORKSWASTEWATER BUREAUENGINEERING STANDARDS
MIN
.6"
WIRE MESH PER ASI 318
1/2" EXPANSION JOINTFULL DEPTH OF WALK
MAX 15'-0" SPACING
TOP SOIL
2% MAX
PLAN
5'-0" MAX. 5'-0" MAX. 5'-0" MAX.
VARIESVARIES
2"
VARIES
4" (TYP.)
3000 PSI WITHFIBER MESH
x x x x x x
NOTE:1. SUBGRADE COMPACTION SHALL ACHIEVE AT LEAST 95% OF THE
MODIFIED PROCTOR MAX. DENSITY TO A DEPTH OF 12" OR ASOTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
2. ALTERNATE WWM ALLOWED IN WALK WAYS. ENGINEER PREFERS FIBERMESH.
3. EXPANSION JOINTS 15' O.C. MAX. PROVIDE AT EVERY SIDEWALKINTERSECTION
7C504
REDUCED PRESSURE ZONE/BACKFLOWPREVENTER MODEL SHALL CONFORM TOLATEST OUC APPROVED STANDARDS.CONTRACTOR SHALL COORDINATE WITHOUC PRIOR TO SUBMITTAL OF SHOPDRAWING, AND PROVIDE APPROVAL FROMOUC IN SUBMITTAL.
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2 3 4 5 6 7
Bar Measures 1 inch
Cop
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Tec
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LIFT
STA
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N N
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8, 5
4, 6
0, 6
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2 3 4 5 6 7
Bar Measures 1 inch
Cop
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Tec
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LIFT
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8, 5
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0, 6
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2 3 4 5 6 7
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Cop
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LIFT
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8, 5
4, 6
0, 6
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2 3 4 5 6 7
Bar Measures 1 inch
Cop
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LIFT
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8, 5
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3280
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g B
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No.
242
9
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6.D
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B
C
D
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F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
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LIFT
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100
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: (40
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955
FA
X: (
407)
839
-379
0
C504
DE
TAIL
S
DETAIL 1SCALE: NTS
FENCING & GATES
TENSION BAR
5"
5"
TIE WIRE
CHAIN ANDLOCK CUT-OUT4'
-0" M
INIM
UM
5"
TRACK
W4 TRUCK (TYP.)
FABRIC
ASTM F 1184COMPLIANT GAP
PROTECTORS(STANDARD)
GATE SECTION `A-A'
CATCHER
COMPANION
SMOOTH LEADING EDGE.NO PROTRUSIONS
CATCH ASSEMBLY
FENCE DETAIL
STRETCHER
10'-0" TO CENTER (MAX)
GRADE
3'-0
"
2'-0"6"
2"
FABRIC
BARS
GALV. POST CAP
SPACING14" MAX.#9 GALV. CLIPS
TOP RAIL
TENSION WIRE
#9 TIE WIRES
12"6"
(SEE NOTE 1)
TURNBUCKLE
TRUSS BARS3/8" ROUND
LINE POST
12" O.C.
3000 PSI CONCRETE 3'-0
""
CONCRETECURB
BLACK VINYLPRIVACY SLATS
3"
BARSTRETCHER
6'-0
"
6"
3'-0
"
2'-0"
GATE POST
3000 PSICONC. (TYP)
SWING GATE
BRACERAIL
CONCRETECURB
2" MESHFABRIC
2" MESHFABRIC
BLACK VINYLPRIVACY SLATS
BLACK VINYLPRIVACY SLATS
1.9 O.D. PIPE FORGATE FRAME
CONCRETEDRIVE
6'-0
"
CORNER POST
SEE PLANS FOR WIDTH
POSTLATCH
POST CAP
14" MAX.SPACING
#9 GALV. CLIPS
GRADE
STRETCHERBARS
TRUSS BARSAS REQUIRED
FABRIC
3000 PSI CONCRETE
INTERMEDIATE SUPPORTS
BARSSTRETCHER
ROLLER GUIDE ASSEMBLY
GALV. POST CAP
OVERHANG PER SPECIFICATIONS 02830
3" ±1"
CL LC
#9 TIE WIRES12" O.C.
SEE PLANS FOR WIDTH
6"12"
3'-0
"
4'-0
"
6"
2'-0" 2'-0"
6"4'
-0"
4' *
*
(8' SPACING MAX)
(2) FDOT INDEX 17349 CASE II-REQUIRED REFLECTORSMOUNTED BACK TO BACK, TO FENCE FABRIC (TYP.)
STEEL POST(SCHEDEULE 40 PIPE)
POSTCAP
CANTILEVER SLIDE GATE
A
A
CHAIN &LOCK
CUT-OUT
NOTES:1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN
ON EACH SIDE OF A CORNER POST ONLY.2. PROVIDE CHAIN AND LOCK FOR SECURING GATE.3. FENCING SHALL BE BLACK, VINYL CLAD.4. REFER TO SPECIFICATION SECTION 02830 FOR ADDITIONAL FENCING & GATE
REQUIREMENTS5. CONTRACTOR TO MAKE MINIMAL ADJUSTMENT TO INSURE TOP OF REFLECTOR
SIGN CLEARS GATE TOP RAIL AND TRACK WHEN GATE IS OPENED
PEDESTRIAN SWING GATE
GATEPOST
3/8" ADJTRUSSRODS
GATEFRAME
GATEPOST
3000 PSICONCRETE
36"
FABRIC
SEE PLANSFOR WIDTH
6"12"
FINISHED GRADE
GATECORNER
CHAIN AND LOCKCUT-OUT, SEE ABOVE
DRIVECONCRETECONCRETE CURB
BLACK VINYLPRIVACY SLATS
4" OD GALV.GALV.
4" O.D. POST
DETAIL 2SCALE: NTS
12"
8"
3"
12"
8"
3"
1/2" EXPANSION JOINT W/BACKER ROD & SEALANT
12"
3"
1/2" EXPANSION JOINT W/BACKER ROD & SEALANT8"
12"
6"
FENCE POST
FENCE LINE POST
FENCE CORNER POST
12" FOOTING
24" FOOTING
CONCRETE CURB
B-
A-
SECTION A
SECTION C
8"
C-
SECTION B
3"
2"
#4 STL. BAR CONT.
#4 STL. BAR CONT.
#4 STL. BAR CONT.
2'-6
"
CONCRETE CURB
GENERAL NOTE:
1. FOR CURB PROVIDE 1/8" - 1/4" CONTRACTION JOINTS AT 10'CENTERS (MAX.). CONTRACTION JOINTS ADJACENT TOCONCRETE PAVEMENT ON TANGENTS AND FLAT CURVES ARETO MATCH THE PAVEMENT JOINTS, WITH INTERMEDIATEJOINTS NOT TO EXCEED 10' CENTERS. EXPANSION JOINTSSHALL BE LOCATED IN ACCORDANCE WITH SECTION 520 OFTHE STANDARD SPECIFICATIONS.
2. 12" SUBGRADE COMPACTED TO 98% OF MODIFIED PROCTORDENSITY, AASHTO T-180
BARB WIRE ATTACHMENT
DETAIL 3SCALE: NTS
6C501
2C502
DETAIL 4SCALE: NTS
DOGHOUSE MANHOLE
1"12" MIN
2'-0"
1'-6" MIN.3'-0" MAX.
5' DIA. MIN.
6" MIN.
8" MIN.12"
12"
12"
12"
6" MIN.
FDOT # 57 STONE12" MIN.
BENCHING
BITUMASTIC COATING
SEE JOINTDETAIL (TYP.)
2 COURSES OF BRICK (MIN.)4 COURSES (MAX.)
8"MIN.
SET COVERS FLUSH IN PAVED AREAS &AT ELEVATIONS IN UNPAVED AREASMANHOLE FRAME &
COVER
REINFORCED STEEL PER ASTM C 478MIN #4 BARS 8" O.C. E.W.
BREAKOUT TOP HALF OF EXIST. PIPEAFTER MANHOLE IS CONSTRUCTEDOR FORM NEAT CHANNEL
NOTES:1. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE
OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE,LOCATION AND ANGLE OF ENTRY SHOULD BE AS REQUIRED BY THE PLANS.
2. OPENINGS IN PRECAST UNITS ARE TO BE 4" MINIMUM TO 8" MAXIMUM LARGERTHAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE.
3. MANHOLE COVERS TYPICAL FOR ALL FRAME TYPES.4. WRAPID SEAL MUST BE USED ON ALL JOINTS, CASTINGS AND RISER RINGS: ON
ALL JOINTS ON ROUND AIR RELEASE AND ROUND MANHOLE STRUCTURES.5. WRAPID SEAL MUST BE USED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.6. MAXIMUM MANHOLE DEPTH SHALL BE 15 FEET TO LOWEST PIPE INVERT.
MANHOLE SHALL BE CONSTRUCTED TOALLOW FOR PLACEMENT OVER EXISTINGGRAVITY SEWER ("DOGHOUSE MANHOLE")
CONCENTRIC CONE SECTION
4"
FRAMES BEDDED IN MORTAR
6" WIDEWRAPID SEAL TYPICAL
3C502
CONNECTION TO EXISTING PIPEAND ALL CAST IN PLACE TO
PRECAST INTERFACE SHALLHAVE GREENSTREAK
(HYDROTITE) WATER STOP
3" MIN.
EN
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US
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NO
. 242
9
Bria
n A
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3928
, FL
201
Eas
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treet
, Sui
te 1
000
Orla
ndo,
Flo
rida
3280
1E
ngin
eerin
g B
usin
ess
No.
242
9
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trate
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DA
TED
ES
CR
IPTI
ON
BY
3/1/
2017
1:3
2:24
PM
- P
:\IE
R\0
8510
\200
-085
10-1
5004
\CA
D\S
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ETF
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S\C
503-
C50
6.D
WG
- D
AV
ALO
S, P
AU
LA
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
LIFT
STA
TIO
N N
os. 2
8, 5
4, 6
0, 6
7U
PG
RA
DE
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201
EA
ST
PIN
E S
TRE
ET,
SU
ITE
100
0O
RLA
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O, F
LOR
IDA
328
01P
HO
NE
: (40
7) 8
39-3
955
FA
X: (
407)
839
-379
0
EN
G. B
US
INE
SS
NO
. 242
9
Bria
n A
. Fou
lkes
, P.E
.P
.E. N
o. 6
3928
, FL
201
Eas
t Pin
e S
treet
, Sui
te 1
000
Orla
ndo,
Flo
rida
3280
1E
ngin
eerin
g B
usin
ess
No.
242
9
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ch.c
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MA
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DA
TED
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CR
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ON
BY
3/1/
2017
1:3
2:24
PM
- P
:\IE
R\0
8510
\200
-085
10-1
5004
\CA
D\S
HE
ETF
ILE
S\C
503-
C50
6.D
WG
- D
AV
ALO
S, P
AU
LA
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
LIFT
STA
TIO
N N
os. 2
8, 5
4, 6
0, 6
7U
PG
RA
DE
S
201
EA
ST
PIN
E S
TRE
ET,
SU
ITE
100
0O
RLA
ND
O, F
LOR
IDA
328
01P
HO
NE
: (40
7) 8
39-3
955
FA
X: (
407)
839
-379
0
C505
DE
TAIL
S
DETAIL 4-SCALE: N.T.S.
CONCRETE CURB
FDOT INDEX NO. 300
DETAIL 2SCALE: NTS
CONCRETE PAVEMENT JOINTS DETAIL
FDOT INDEX 305
NOTES:
1. CRACK CONTROL (CONTRACTION) JOINTS @ 10'O.C. UNLESS OTHERWISE NOTED.
2. 50 FT MAX BETWEEN EXPANSION JOINTS.
3. CONTRACTOR TO CONSTRUCT CONTRACTIONJOINTS INTO PANELS THAT ARE APPROX. 10'SQUARE. WHEN THIS IS NOT POSSIBLE,RECTANGULAR PANELS CAN BE USED IF THE LONGDIMENSION IS NO MORE THAN 1.25 TIMES THESHORT DIMENSION.
4. MIN. 3" COVER ON ALL STEEL
5. CONTRACTOR TO CONSTRUCT CONTRACTION JOINTIN THE CENTER OF THE DRIVEWAY ALONG THE FULLLENGTH OF THE DRIVEWAY, AS WELL AS THECONTRACTION JOINTS PERPENDICULAR TO THECENTER JOINT AT 10' O.C.
6. JOINT SHALL BE AS SPECIFIED IN CONCRETEPAVEMENT JOINTS DETAIL 2, THIS SHEET.
D =
8" M
IN.
12" COMPACTED SUBGRADE 98% OFMAX. DENSITY AASHTO T-180 & WETTEDTO OPTIMUM MOISTURE
3000 PSICONCRETE
AT EXISTING PAVEMENT CONDITIONS,CONTRACTOR TO ENSURE THAT EROSION
BELOW EXISTING PAVEMENT DOES NOT OCCURDURING ANY EXCAVATION OR REMOVAL OF
EXISTING GRADE
3" M
IN.
#4 @ 12" O.C. EACH WAY BOTTOM
XXX
DETAIL 1SCALE: NTS
CONCRETE PAVING DETAIL
0.02
PGL1
34 2
B CONSTRUCTIONL
EXTEND BASE UNDERPAVEMENT
PAVEMENT DESIGN
1
2
3
2" TYPE S-1 STRUCTURAL COURSE OR
10" LIMEROCK BASE COMPACTED TO
ASPHALTIC PRIME COAT APPLIED AT 0.15 GAL./SF300 PSI 7-DAY COMPRESSIVE STRENGTH12" COMPACTED SUBGRADE (98% DENSITY)
18" OF NATIVE OR IMPORTED MATERIAL HAVING4
98% MAX. DENSITY (AASHTO T-134).
AASHTO T-180 AND LBR 40
LESS THAN 5% PASSING #200 SIEVE COMPACTED
1'VARIESVARIES
SUPER PAVE TYPE 12.5 (2 LIFTS)
0.02
MILL 3/4" OFEXISTING
PAVEMENT
2" PAVEMENT OVERLAY (TOBE CONSTRUCTED FLUSH
WITH NEW PAVEMENT)
DETAIL 3-SCALE: N.T.S.
PAVEMENT DESIGN
1'-0"
1'-6
"
8"
#4 @ 12" O.C., E.W.MID DEPTH
8" GRANULAR, FREE DRAINING SAND UNDERENTIRE PAD, COMPACTED TO 98% MODIFIEDPROCTOR PER ASTM D1557
3"
COORD. PAD SIZE WITH MECH.
(2) #4 CONT., EA. SIDE,W/ CORNER BARS
DETAIL 5SCALE: NTS
TYPICAL EQUIPMENT PAD
EN
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NO
. 242
9
Bria
n A
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3928
, FL
201
Eas
t Pin
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treet
, Sui
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000
Orla
ndo,
Flo
rida
3280
1E
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No.
242
9
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MA
RK
DA
TED
ES
CR
IPTI
ON
BY
3/1/
2017
1:3
3:13
PM
- P
:\IE
R\0
8510
\200
-085
10-1
5004
\CA
D\S
HE
ETF
ILE
S\C
503-
C50
6.D
WG
- D
AV
ALO
S, P
AU
LA
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
LIFT
STA
TIO
N N
os. 2
8, 5
4, 6
0, 6
7U
PG
RA
DE
S
201
EA
ST
PIN
E S
TRE
ET,
SU
ITE
100
0O
RLA
ND
O, F
LOR
IDA
328
01P
HO
NE
: (40
7) 8
39-3
955
FA
X: (
407)
839
-379
0
EN
G. B
US
INE
SS
NO
. 242
9
Bria
n A
. Fou
lkes
, P.E
.P
.E. N
o. 6
3928
, FL
201
Eas
t Pin
e S
treet
, Sui
te 1
000
Orla
ndo,
Flo
rida
3280
1E
ngin
eerin
g B
usin
ess
No.
242
9
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trate
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MA
RK
DA
TED
ES
CR
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ON
BY
3/1/
2017
1:3
3:13
PM
- P
:\IE
R\0
8510
\200
-085
10-1
5004
\CA
D\S
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ETF
ILE
S\C
503-
C50
6.D
WG
- D
AV
ALO
S, P
AU
LA
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
LIFT
STA
TIO
N N
os. 2
8, 5
4, 6
0, 6
7U
PG
RA
DE
S
201
EA
ST
PIN
E S
TRE
ET,
SU
ITE
100
0O
RLA
ND
O, F
LOR
IDA
328
01P
HO
NE
: (40
7) 8
39-3
955
FA
X: (
407)
839
-379
0
C506
DE
TAIL
S