45
AB ANCHOR BOLT
ABAN ABANDON
ABBRV ABBREVIATION
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CONCRETE
ACP ASPHALTIC CONCRETE PAVING
ADA AMERICANS WITH DISABILITIES ACT
ADDM ADDENDUM
AGGR AGGREGATE
ALLOW ALLOWANCE
ALNMT ALIGNMENT
ALT ALTERNATE OR ALTITUDE
ALUM ALUMINUM
AMT AMOUNT
APPD APPROVED
APPROX APPROXIMATE
APPX APPENDIX
ASB ASBESTOS
ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASI ARCHITECT'S SUPPLEMENTAL
INSTRUCTION
ASPH ASPHALT
ASSY ASSEMBLY
AVE AVENUE
AWG AMERICAN WIRE GAUGE
AWWA AMERICAN WATER WORKS
ASSOCIATION
B&F BELL AND FLANGE
B&S BELL AND SPIGOT
BAL BALANCE
BC BACK OF CURB
BCV BUTTERFLY CHECK VALVE
BDRY BOUNDARY
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BITUM BITUMINOUS
BKGD BACKGROUND
BL BASE LINE
BLDG BUILDING
BLR BOILER
BLT BUILT
BLVD BOULEVARD
BM BEAM OR BENCHMARK
BN BULLNOSE
BRG BEARING
BSTR BOOSTER
BV BALL VALVE
BW BOTH WAYS
BWG BIRMINGHAM WIRE GAUGE
C TO C CENTER TO CENTER
CALC CALCULATE
CAP CAPACITY
CB CATCH BASIN OR CEMENT BASE
CCTV CLOSED CIRCUIT TELEVISION
CD CONSTRUCTION DOCUMENTS OR
CONTRACT DOCUMENTS
CDW CHILLED DRINKING WATER
CDWR CHILLED DRINKING WATER RETURN
CDWS CHILLED DRINKING WATER SUPPLY
CEM CEMENT CEMETERY
CEM CEMETERY CEMENT
CF CONTRACTOR FURNISHED
CFS CUBIC FEET PER SECOND
CG CENTER OF GRAVITY
CH CHANNEL OR CHILLER
CHFR CHAMFER
CHK CHECK
CHKV CHECK VALVE
CCHW CHILLED WATER CIRCULATING HOT
WATER
CHW CIRCULATING HOT WATER CHILLED
WATER
CHWP CHILLED WATER PUMP
CHWPP CHILLED WATER PRIMARY PUMP
CHWR CHILLED WATER RETURN
CHWRP CHILLED WATER RECIRCULATING
PUMP
CHWS CHILLED WATER SUPPLY
CHWSP CHILLED WATER SECONDARY PUMP
CI CAST IRON OR CURB INLET
CIP CAST-IN-PLACE OR CAST IRON PIPE
CIR CIRCLE
CJ CONSTRUCTION JOINT OR CONTROL
JOINT
CL CENTER LINE, CLASS, OR CLOSECLASS CLASSIFICATION
CLL CONTRACT LIMIT LINE
CLOS CLOSURE
CLR CLEAR
cm CENTIMETER
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CNCL CONCEALED
CND CONDUIT
CNDS CONDENSATE
CNR CORNER
CNTOR CONTACTOR
CO CERTIFICATE OF OCCUPANC,
CLEANOUT, COMPANY, OR CUTOUTCOL COLUMN
COMM COMMUNICATION
CONC CONCENTRIC OR CONCRETE
CONC FLR CONCRETE FLOOR
COND CONDENSER OR CONDITION
CONDN CONDENSATION
CONF CONFERENCE
CONSTR CONSTRUCTION
CONSULT CONSULTANT
CONT CONTINUE
CONTR CONTRACT OR CONTRACTOR
COORD COORDINATE
COR CHANGE ORDER REQUEST
CORR CORRIDOR
COTG CLEANOUT TO GRADE
COV COVER OR CUT OFF VALVE
SITE ABBREVIATIONS
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-01.DWGDECEMBER 2008
NONE
AB ANCHOR BOLT
ABAN ABANDON
ABBRV ABBREVIATION
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CONCRETE
ACP ASPHALTIC CONCRETE PAVING
ADA AMERICANS WITH DISABILITIES ACT
ADDM ADDENDUM
AGGR AGGREGATE
ALLOW ALLOWANCE
ALNMT ALIGNMENT
ALT ALTERNATE OR ALTITUDE
ALUM ALUMINUM
AMT AMOUNT
APPD APPROVED
APPROX APPROXIMATE
APPX APPENDIX
ASB ASBESTOS
ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASI ARCHITECT'S SUPPLEMENTAL
INSTRUCTION
ASPH ASPHALT
ASSY ASSEMBLY
AVE AVENUE
AWG AMERICAN WIRE GAUGE
AWWA AMERICAN WATER WORKS
ASSOCIATION
B&F BELL AND FLANGE
B&S BELL AND SPIGOT
BAL BALANCE
BC BACK OF CURB
BCV BUTTERFLY CHECK VALVE
BDRY BOUNDARY
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BITUM BITUMINOUS
BKGD BACKGROUND
BL BASE LINE
BLDG BUILDING
BLR BOILER
BLT BUILT
BLVD BOULEVARD
BM BEAM OR BENCHMARK
BN BULLNOSE
BRG BEARING
BSTR BOOSTER
BV BALL VALVE
BW BOTH WAYS
BWG BIRMINGHAM WIRE GAUGE
C TO C CENTER TO CENTER
CALC CALCULATE
CAP CAPACITY
CB CATCH BASIN OR CEMENT BASE
CCTV CLOSED CIRCUIT TELEVISION
CD CONSTRUCTION DOCUMENTS OR
CONTRACT DOCUMENTS
CDW CHILLED DRINKING WATER
CDWR CHILLED DRINKING WATER RETURN
CDWS CHILLED DRINKING WATER SUPPLY
CEM CEMENT CEMETERY
CEM CEMETERY CEMENT
CF CONTRACTOR FURNISHED
CFS CUBIC FEET PER SECOND
CG CENTER OF GRAVITY
CH CHANNEL OR CHILLER
CHFR CHAMFER
CHK CHECK
CHKV CHECK VALVE
CCHW CHILLED WATER CIRCULATING HOT
WATER
CHW CIRCULATING HOT WATER CHILLED
WATER
CHWP CHILLED WATER PUMP
CHWPP CHILLED WATER PRIMARY PUMP
CHWR CHILLED WATER RETURN
CHWRP CHILLED WATER RECIRCULATING
PUMP
CHWS CHILLED WATER SUPPLY
CHWSP CHILLED WATER SECONDARY PUMP
CI CAST IRON OR CURB INLET
CIP CAST-IN-PLACE OR CAST IRON PIPE
CIR CIRCLE
CJ CONSTRUCTION JOINT OR CONTROL
JOINT
CL CENTER LINE, CLASS, OR CLOSECLASS CLASSIFICATION
CLL CONTRACT LIMIT LINE
CLOS CLOSURE
CLR CLEAR
cm CENTIMETER
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CNCL CONCEALED
CND CONDUIT
CNDS CONDENSATE
CNR CORNER
CNTOR CONTACTOR
CO CERTIFICATE OF OCCUPANC,
CLEANOUT, COMPANY, OR CUTOUTCOL COLUMN
COMM COMMUNICATION
CONC CONCENTRIC OR CONCRETE
CONC FLR CONCRETE FLOOR
COND CONDENSER OR CONDITION
CONDN CONDENSATION
CONF CONFERENCE
CONSTR CONSTRUCTION
CONSULT CONSULTANT
CONT CONTINUE
CONTR CONTRACT OR CONTRACTOR
COORD COORDINATE
COR CHANGE ORDER REQUEST
CORR CORRIDOR
COTG CLEANOUT TO GRADE
COV COVER OR CUT OFF VALVE
SITE ABBREVIATIONS
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-02.DWGDECEMBER 2008
NONE
AB ANCHOR BOLT
ABAN ABANDON
ABBRV ABBREVIATION
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CONCRETE
ACP ASPHALTIC CONCRETE PAVING
ADA AMERICANS WITH DISABILITIES ACT
ADDM ADDENDUM
AGGR AGGREGATE
ALLOW ALLOWANCE
ALNMT ALIGNMENT
ALT ALTERNATE OR ALTITUDE
ALUM ALUMINUM
AMT AMOUNT
APPD APPROVED
APPROX APPROXIMATE
APPX APPENDIX
ASB ASBESTOS
ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASI ARCHITECT'S SUPPLEMENTAL
INSTRUCTION
ASPH ASPHALT
ASSY ASSEMBLY
AVE AVENUE
AWG AMERICAN WIRE GAUGE
AWWA AMERICAN WATER WORKS
ASSOCIATION
B&F BELL AND FLANGE
B&S BELL AND SPIGOT
BAL BALANCE
BC BACK OF CURB
BCV BUTTERFLY CHECK VALVE
BDRY BOUNDARY
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BITUM BITUMINOUS
BKGD BACKGROUND
BL BASE LINE
BLDG BUILDING
BLR BOILER
BLT BUILT
BLVD BOULEVARD
BM BEAM OR BENCHMARK
BN BULLNOSE
BRG BEARING
BSTR BOOSTER
BV BALL VALVE
BW BOTH WAYS
BWG BIRMINGHAM WIRE GAUGE
C TO C CENTER TO CENTER
CALC CALCULATE
CAP CAPACITY
CB CATCH BASIN OR CEMENT BASE
CCTV CLOSED CIRCUIT TELEVISION
CD CONSTRUCTION DOCUMENTS OR
CONTRACT DOCUMENTS
CDW CHILLED DRINKING WATER
CDWR CHILLED DRINKING WATER RETURN
CDWS CHILLED DRINKING WATER SUPPLY
CEM CEMENT CEMETERY
CEM CEMETERY CEMENT
CF CONTRACTOR FURNISHED
CFS CUBIC FEET PER SECOND
CG CENTER OF GRAVITY
CH CHANNEL OR CHILLER
CHFR CHAMFER
CHK CHECK
CHKV CHECK VALVE
CCHW CHILLED WATER CIRCULATING HOT
WATER
CHW CIRCULATING HOT WATER CHILLED
WATER
CHWP CHILLED WATER PUMP
CHWPP CHILLED WATER PRIMARY PUMP
CHWR CHILLED WATER RETURN
CHWRP CHILLED WATER RECIRCULATING
PUMP
CHWS CHILLED WATER SUPPLY
CHWSP CHILLED WATER SECONDARY PUMP
CI CAST IRON OR CURB INLET
CIP CAST-IN-PLACE OR CAST IRON PIPE
CIR CIRCLE
CJ CONSTRUCTION JOINT OR CONTROL
JOINT
CL CENTER LINE, CLASS, OR CLOSECLASS CLASSIFICATION
CLL CONTRACT LIMIT LINE
CLOS CLOSURE
CLR CLEAR
cm CENTIMETER
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CNCL CONCEALED
CND CONDUIT
CNDS CONDENSATE
CNR CORNER
CNTOR CONTACTOR
CO CERTIFICATE OF OCCUPANC,
CLEANOUT, COMPANY, OR CUTOUTCOL COLUMN
COMM COMMUNICATION
CONC CONCENTRIC OR CONCRETE
CONC FLR CONCRETE FLOOR
COND CONDENSER OR CONDITION
CONDN CONDENSATION
CONF CONFERENCE
CONSTR CONSTRUCTION
CONSULT CONSULTANT
CONT CONTINUE
CONTR CONTRACT OR CONTRACTOR
COORD COORDINATE
COR CHANGE ORDER REQUEST
CORR CORRIDOR
COTG CLEANOUT TO GRADE
COV COVER OR CUT OFF VALVE
SITE ABBREVIATIONS
COV PL COVER PLATE
CP CONCRETE PIPE OR CONTROL PANEL
CPLG COUPLING
CPM CRITICAL PATH METHOD
CRCMF CIRCUMFERENCE
CRN CROWN
CRP CONDENSATE RETURN PUMP
CRSI CONCRETE REINFORCING STEEL
INSTITUTE
CRT YD COURTYARD
CSB CONCRETE SPLASH BLOCK
CSI CONSTRUCTION SPECIFICATIONS
INSTITUTE
CSP CONCRETE SEWER PIPE
CSTL CAST STEEL
CTR CENTER, CONTOUR, OR COOLINGTOWER RETURN
CTRL CONTROL
CTS COOLING TOWER SUPPLY
CTV CABLE TELEVISION
CU COPPER OR CUBIC
CU FT CUBIC FEET
CU IN CUBIC INCH
CU YD CUBIC YARD
CV CONTROL VALVE
CW CLOCKWISE OR COLD WATER PIPING
CWP CIRCULATING WATER PUMP OR
CONDENSER WATER PUMP
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
D PENNY (NAIL)DA DRAINAGE AREA
DAT DATUM
D-B DESIGN-BUILD
DBA UNIT OF SOUND LEVEL
DBL DOUBLE
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DEPT DEPARTMENT
DESCR DESCRIPTION
DET DETAIL
DEV DEVELOPMENT
DHW DOMESTIC HOT WATER
DI DROP INLET
DIA DIAMETER
DIAG DIAGONAL DIAGRAM
DIAG DIAGRAM DIAGONAL
DIFF DIFFERENCE OR DIFFERENTIAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DIR DIRECTION
DIST DISTANCE
DIV DIVISION
DOC DOCUMENT
DOM DOMESTIC
DOUG FIR DOUGLAS FIR
DOZ DOZEN
DR DRAIN OR DRIVE
DS DOWNSPOUT
DSBL DISABLE
DSGN DESIGN
DW DOMESTIC WATER
DWG DRAWING
DWR DOMESTIC WATER RETURN OR
DRAWER
DWS DOMESTIC WATER SUPPLY
E EAST
EA EACH
EC EDGE OF CURB
EJ EXPANSION JOINT
EL EASEMENT LINE OR ELEVATION
ENGR ENGINEER
ENTR ENTRANCE
EOS EDGE OF SLAB
EP EDGE OF PAVEMENT (PAVING)EPA ENVIRONMENTAL PROTECTION
AGENCY
EPT EXTERNAL PIPE THREAD
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ERD EXISTING ROOF DRAIN
ES EDGE OF SHOULDER
ESMT EASEMENT
EST ESTIMATE
EW EACH WAY
EXCL EXCLUDE
EXIST EXISTING
EXP EXPANSION
EXST GR EXISTING GRADE
EXT EXTERIOR
EXT GR EXTERIOR GRADE
F FAHRENHEIT FEMALE; FIRE LINEF FEMALE FAHRENHEIT; FIRE LINEF FIRE LINE
F METER FLOWMETER
F/F FACE TO FACE
FACIL FACILITY
FD FLOOR DRAIN
FF EL FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FIG FIGURE
FIL FILLET
FIN FINISH
FLG FLANGE
FLL FLOW LINE
FLR FLOOR
FLRD FLARED
FLTR FILTER
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CURB
FP FIRE PROTECTION OR FLAGPOLE
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-03.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
COV PL COVER PLATE
CP CONCRETE PIPE OR CONTROL PANEL
CPLG COUPLING
CPM CRITICAL PATH METHOD
CRCMF CIRCUMFERENCE
CRN CROWN
CRP CONDENSATE RETURN PUMP
CRSI CONCRETE REINFORCING STEEL
INSTITUTE
CRT YD COURTYARD
CSB CONCRETE SPLASH BLOCK
CSI CONSTRUCTION SPECIFICATIONS
INSTITUTE
CSP CONCRETE SEWER PIPE
CSTL CAST STEEL
CTR CENTER, CONTOUR, OR COOLINGTOWER RETURN
CTRL CONTROL
CTS COOLING TOWER SUPPLY
CTV CABLE TELEVISION
CU COPPER OR CUBIC
CU FT CUBIC FEET
CU IN CUBIC INCH
CU YD CUBIC YARD
CV CONTROL VALVE
CW CLOCKWISE OR COLD WATER PIPING
CWP CIRCULATING WATER PUMP OR
CONDENSER WATER PUMP
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
D PENNY (NAIL)DA DRAINAGE AREA
DAT DATUM
D-B DESIGN-BUILD
DBA UNIT OF SOUND LEVEL
DBL DOUBLE
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DEPT DEPARTMENT
DESCR DESCRIPTION
DET DETAIL
DEV DEVELOPMENT
DHW DOMESTIC HOT WATER
DI DROP INLET
DIA DIAMETER
DIAG DIAGONAL DIAGRAM
DIAG DIAGRAM DIAGONAL
DIFF DIFFERENCE OR DIFFERENTIAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DIR DIRECTION
DIST DISTANCE
DIV DIVISION
DOC DOCUMENT
DOM DOMESTIC
DOUG FIR DOUGLAS FIR
DOZ DOZEN
DR DRAIN OR DRIVE
DS DOWNSPOUT
DSBL DISABLE
DSGN DESIGN
DW DOMESTIC WATER
DWG DRAWING
DWR DOMESTIC WATER RETURN OR
DRAWER
DWS DOMESTIC WATER SUPPLY
E EAST
EA EACH
EC EDGE OF CURB
EJ EXPANSION JOINT
EL EASEMENT LINE OR ELEVATION
ENGR ENGINEER
ENTR ENTRANCE
EOS EDGE OF SLAB
EP EDGE OF PAVEMENT (PAVING)EPA ENVIRONMENTAL PROTECTION
AGENCY
EPT EXTERNAL PIPE THREAD
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ERD EXISTING ROOF DRAIN
ES EDGE OF SHOULDER
ESMT EASEMENT
EST ESTIMATE
EW EACH WAY
EXCL EXCLUDE
EXIST EXISTING
EXP EXPANSION
EXST GR EXISTING GRADE
EXT EXTERIOR
EXT GR EXTERIOR GRADE
F FAHRENHEIT FEMALE; FIRE LINEF FEMALE FAHRENHEIT; FIRE LINEF FIRE LINE
F METER FLOWMETER
F/F FACE TO FACE
FACIL FACILITY
FD FLOOR DRAIN
FF EL FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FIG FIGURE
FIL FILLET
FIN FINISH
FLG FLANGE
FLL FLOW LINE
FLR FLOOR
FLRD FLARED
FLTR FILTER
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CURB
FP FIRE PROTECTION OR FLAGPOLE
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-04.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
COV PL COVER PLATE
CP CONCRETE PIPE OR CONTROL PANEL
CPLG COUPLING
CPM CRITICAL PATH METHOD
CRCMF CIRCUMFERENCE
CRN CROWN
CRP CONDENSATE RETURN PUMP
CRSI CONCRETE REINFORCING STEEL
INSTITUTE
CRT YD COURTYARD
CSB CONCRETE SPLASH BLOCK
CSI CONSTRUCTION SPECIFICATIONS
INSTITUTE
CSP CONCRETE SEWER PIPE
CSTL CAST STEEL
CTR CENTER, CONTOUR, OR COOLINGTOWER RETURN
CTRL CONTROL
CTS COOLING TOWER SUPPLY
CTV CABLE TELEVISION
CU COPPER OR CUBIC
CU FT CUBIC FEET
CU IN CUBIC INCH
CU YD CUBIC YARD
CV CONTROL VALVE
CW CLOCKWISE OR COLD WATER PIPING
CWP CIRCULATING WATER PUMP OR
CONDENSER WATER PUMP
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
D PENNY (NAIL)DA DRAINAGE AREA
DAT DATUM
D-B DESIGN-BUILD
DBA UNIT OF SOUND LEVEL
DBL DOUBLE
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DEPT DEPARTMENT
DESCR DESCRIPTION
DET DETAIL
DEV DEVELOPMENT
DHW DOMESTIC HOT WATER
DI DROP INLET
DIA DIAMETER
DIAG DIAGONAL DIAGRAM
DIAG DIAGRAM DIAGONAL
DIFF DIFFERENCE OR DIFFERENTIAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DIR DIRECTION
DIST DISTANCE
DIV DIVISION
DOC DOCUMENT
DOM DOMESTIC
DOUG FIR DOUGLAS FIR
DOZ DOZEN
DR DRAIN OR DRIVE
DS DOWNSPOUT
DSBL DISABLE
DSGN DESIGN
DW DOMESTIC WATER
DWG DRAWING
DWR DOMESTIC WATER RETURN OR
DRAWER
DWS DOMESTIC WATER SUPPLY
E EAST
EA EACH
EC EDGE OF CURB
EJ EXPANSION JOINT
EL EASEMENT LINE OR ELEVATION
ENGR ENGINEER
ENTR ENTRANCE
EOS EDGE OF SLAB
EP EDGE OF PAVEMENT (PAVING)EPA ENVIRONMENTAL PROTECTION
AGENCY
EPT EXTERNAL PIPE THREAD
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ERD EXISTING ROOF DRAIN
ES EDGE OF SHOULDER
ESMT EASEMENT
EST ESTIMATE
EW EACH WAY
EXCL EXCLUDE
EXIST EXISTING
EXP EXPANSION
EXST GR EXISTING GRADE
EXT EXTERIOR
EXT GR EXTERIOR GRADE
F FAHRENHEIT FEMALE; FIRE LINEF FEMALE FAHRENHEIT; FIRE LINEF FIRE LINE
F METER FLOWMETER
F/F FACE TO FACE
FACIL FACILITY
FD FLOOR DRAIN
FF EL FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FIG FIGURE
FIL FILLET
FIN FINISH
FLG FLANGE
FLL FLOW LINE
FLR FLOOR
FLRD FLARED
FLTR FILTER
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CURB
FP FIRE PROTECTION OR FLAGPOLE
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-05.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
COV PL COVER PLATE
CP CONCRETE PIPE OR CONTROL PANEL
CPLG COUPLING
CPM CRITICAL PATH METHOD
CRCMF CIRCUMFERENCE
CRN CROWN
CRP CONDENSATE RETURN PUMP
CRSI CONCRETE REINFORCING STEEL
INSTITUTE
CRT YD COURTYARD
CSB CONCRETE SPLASH BLOCK
CSI CONSTRUCTION SPECIFICATIONS
INSTITUTE
CSP CONCRETE SEWER PIPE
CSTL CAST STEEL
CTR CENTER, CONTOUR, OR COOLINGTOWER RETURN
CTRL CONTROL
CTS COOLING TOWER SUPPLY
CTV CABLE TELEVISION
CU COPPER OR CUBIC
CU FT CUBIC FEET
CU IN CUBIC INCH
CU YD CUBIC YARD
CV CONTROL VALVE
CW CLOCKWISE OR COLD WATER PIPING
CWP CIRCULATING WATER PUMP OR
CONDENSER WATER PUMP
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
D PENNY (NAIL)DA DRAINAGE AREA
DAT DATUM
D-B DESIGN-BUILD
DBA UNIT OF SOUND LEVEL
DBL DOUBLE
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DEPT DEPARTMENT
DESCR DESCRIPTION
DET DETAIL
DEV DEVELOPMENT
DHW DOMESTIC HOT WATER
DI DROP INLET
DIA DIAMETER
DIAG DIAGONAL DIAGRAM
DIAG DIAGRAM DIAGONAL
DIFF DIFFERENCE OR DIFFERENTIAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DIR DIRECTION
DIST DISTANCE
DIV DIVISION
DOC DOCUMENT
DOM DOMESTIC
DOUG FIR DOUGLAS FIR
DOZ DOZEN
DR DRAIN OR DRIVE
DS DOWNSPOUT
DSBL DISABLE
DSGN DESIGN
DW DOMESTIC WATER
DWG DRAWING
DWR DOMESTIC WATER RETURN OR
DRAWER
DWS DOMESTIC WATER SUPPLY
E EAST
EA EACH
EC EDGE OF CURB
EJ EXPANSION JOINT
EL EASEMENT LINE OR ELEVATION
ENGR ENGINEER
ENTR ENTRANCE
EOS EDGE OF SLAB
EP EDGE OF PAVEMENT (PAVING)EPA ENVIRONMENTAL PROTECTION
AGENCY
EPT EXTERNAL PIPE THREAD
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
ERD EXISTING ROOF DRAIN
ES EDGE OF SHOULDER
ESMT EASEMENT
EST ESTIMATE
EW EACH WAY
EXCL EXCLUDE
EXIST EXISTING
EXP EXPANSION
EXST GR EXISTING GRADE
EXT EXTERIOR
EXT GR EXTERIOR GRADE
F FAHRENHEIT FEMALE; FIRE LINEF FEMALE FAHRENHEIT; FIRE LINEF FIRE LINE
F METER FLOWMETER
F/F FACE TO FACE
FACIL FACILITY
FD FLOOR DRAIN
FF EL FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FIG FIGURE
FIL FILLET
FIN FINISH
FLG FLANGE
FLL FLOW LINE
FLR FLOOR
FLRD FLARED
FLTR FILTER
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CURB
FP FIRE PROTECTION OR FLAGPOLE
FPM FEET PER MINUTE
FPS FEET PER SECOND
FPW FIRE PROTECTION WATER SUPPLY
FSP FIRE STANDPIPE
FSS FLOW SENSING SWITCH
FT FEET OR FOOT
FTG FOOTING
FW FLOOD WALL
G GROUND OR NATURAL GAS
G LN GAS LINE
GA GAGE
GAL GALLON
GC GENERAL CONTRACTOR
GCO GRADE CLEANOUT
GDR GUARD RAIL
GEN GENERATOR
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GL GROUND LEVEL
GOVT GOVERNMENT
GPD GALLONS PER DAY
GR BM GRADE BEAM
GT GREASE TRAP
GTV GATE VALVE
GUT GUTTER
H&CW HOT AND COLD WATER
HAZ MAT HAZARDOUS MATERIALS
HB HOSE BIBB
HC HANDICAP
HCP HANDICAPPED
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDWL HEADWALL
HEX HEXAGON
HH HAND HOLE
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HT HEIGHT
HTHW HIGH TEMPERATURE HOT WATER
HTWR HEATING WATER RETURN
HTWS HEATING WATER SUPPLY
HV HOSE VALVE
HW HOT WATER
HWB HOT WATER BOILER
HWL HOT WATER LINE
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HWT HOT WATER TANK
HWY HIGHWAY
HYD HYDRANT
HYDR HYDRAULIC
ID INSIDE DIAMETER OR INSIDE
DIMENSION
IMH INLET MANHOLE
INCL INCLUDED
INCR INCREMENT
INFO INFORMATION
INSTL INSTALL
INSTR INSTRUMENT
INV INVERT
INV EL INVERT ELEVATION
IP IRON PIPE
IPS IRON PIPE SIZE
IPT IRON PIPE THREADED
IRREG IRREGULAR
ISO ISOMETRIC
IW IRRIGATION WATER
KWY KEYWAY
L ANGLE
LAT LATITUDE
LF LINEAR FEET (FOOT)LIN LINEAR
LNG LONGITUDE
LOC LOCATION
LONG LONGITUDINAL
LOS LINE OF SIGHT
LPT LOW POINT
LS LUMP SUM
LT LIGHT
LTG LIGHTING
MAINT MAINTENANCE
MATL MATERIAL
MATV MASTER ANTENNA TELEVISION
SYSTEM
MAX MAXIMUM
MB MAIL BOX
MED MEDIUM
MEMO MEMORANDUM
MER MERIDIAN
MFD MANUFACTURED
MFG MANUFACTURING
MGT MANAGEMENT
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML MATERIALS LIST
MN MAGNETIC NORTH
MOD MODEL OR MODIFY
MON MONUMENT
MTG MEETING
MULT MULTIPLE
MUNIC MUNICIPAL
N NORTH
NA NOT APPLICABLE
NAT NATURAL
NATL NATIONAL
NBC NATIONAL BUILDING CODE
NE NOT EXCEEDING
NIC NOT IN CONTRACT
NO NUMBER
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-06.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
FPM FEET PER MINUTE
FPS FEET PER SECOND
FPW FIRE PROTECTION WATER SUPPLY
FSP FIRE STANDPIPE
FSS FLOW SENSING SWITCH
FT FEET OR FOOT
FTG FOOTING
FW FLOOD WALL
G GROUND OR NATURAL GAS
G LN GAS LINE
GA GAGE
GAL GALLON
GC GENERAL CONTRACTOR
GCO GRADE CLEANOUT
GDR GUARD RAIL
GEN GENERATOR
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GL GROUND LEVEL
GOVT GOVERNMENT
GPD GALLONS PER DAY
GR BM GRADE BEAM
GT GREASE TRAP
GTV GATE VALVE
GUT GUTTER
H&CW HOT AND COLD WATER
HAZ MAT HAZARDOUS MATERIALS
HB HOSE BIBB
HC HANDICAP
HCP HANDICAPPED
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDWL HEADWALL
HEX HEXAGON
HH HAND HOLE
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HT HEIGHT
HTHW HIGH TEMPERATURE HOT WATER
HTWR HEATING WATER RETURN
HTWS HEATING WATER SUPPLY
HV HOSE VALVE
HW HOT WATER
HWB HOT WATER BOILER
HWL HOT WATER LINE
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HWT HOT WATER TANK
HWY HIGHWAY
HYD HYDRANT
HYDR HYDRAULIC
ID INSIDE DIAMETER OR INSIDE
DIMENSION
IMH INLET MANHOLE
INCL INCLUDED
INCR INCREMENT
INFO INFORMATION
INSTL INSTALL
INSTR INSTRUMENT
INV INVERT
INV EL INVERT ELEVATION
IP IRON PIPE
IPS IRON PIPE SIZE
IPT IRON PIPE THREADED
IRREG IRREGULAR
ISO ISOMETRIC
IW IRRIGATION WATER
KWY KEYWAY
L ANGLE
LAT LATITUDE
LF LINEAR FEET (FOOT)LIN LINEAR
LNG LONGITUDE
LOC LOCATION
LONG LONGITUDINAL
LOS LINE OF SIGHT
LPT LOW POINT
LS LUMP SUM
LT LIGHT
LTG LIGHTING
MAINT MAINTENANCE
MATL MATERIAL
MATV MASTER ANTENNA TELEVISION
SYSTEM
MAX MAXIMUM
MB MAIL BOX
MED MEDIUM
MEMO MEMORANDUM
MER MERIDIAN
MFD MANUFACTURED
MFG MANUFACTURING
MGT MANAGEMENT
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML MATERIALS LIST
MN MAGNETIC NORTH
MOD MODEL OR MODIFY
MON MONUMENT
MTG MEETING
MULT MULTIPLE
MUNIC MUNICIPAL
N NORTH
NA NOT APPLICABLE
NAT NATURAL
NATL NATIONAL
NBC NATIONAL BUILDING CODE
NE NOT EXCEEDING
NIC NOT IN CONTRACT
NO NUMBER
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-07.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
FPM FEET PER MINUTE
FPS FEET PER SECOND
FPW FIRE PROTECTION WATER SUPPLY
FSP FIRE STANDPIPE
FSS FLOW SENSING SWITCH
FT FEET OR FOOT
FTG FOOTING
FW FLOOD WALL
G GROUND OR NATURAL GAS
G LN GAS LINE
GA GAGE
GAL GALLON
GC GENERAL CONTRACTOR
GCO GRADE CLEANOUT
GDR GUARD RAIL
GEN GENERATOR
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GL GROUND LEVEL
GOVT GOVERNMENT
GPD GALLONS PER DAY
GR BM GRADE BEAM
GT GREASE TRAP
GTV GATE VALVE
GUT GUTTER
H&CW HOT AND COLD WATER
HAZ MAT HAZARDOUS MATERIALS
HB HOSE BIBB
HC HANDICAP
HCP HANDICAPPED
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDWL HEADWALL
HEX HEXAGON
HH HAND HOLE
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HT HEIGHT
HTHW HIGH TEMPERATURE HOT WATER
HTWR HEATING WATER RETURN
HTWS HEATING WATER SUPPLY
HV HOSE VALVE
HW HOT WATER
HWB HOT WATER BOILER
HWL HOT WATER LINE
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HWT HOT WATER TANK
HWY HIGHWAY
HYD HYDRANT
HYDR HYDRAULIC
ID INSIDE DIAMETER OR INSIDE
DIMENSION
IMH INLET MANHOLE
INCL INCLUDED
INCR INCREMENT
INFO INFORMATION
INSTL INSTALL
INSTR INSTRUMENT
INV INVERT
INV EL INVERT ELEVATION
IP IRON PIPE
IPS IRON PIPE SIZE
IPT IRON PIPE THREADED
IRREG IRREGULAR
ISO ISOMETRIC
IW IRRIGATION WATER
KWY KEYWAY
L ANGLE
LAT LATITUDE
LF LINEAR FEET (FOOT)LIN LINEAR
LNG LONGITUDE
LOC LOCATION
LONG LONGITUDINAL
LOS LINE OF SIGHT
LPT LOW POINT
LS LUMP SUM
LT LIGHT
LTG LIGHTING
MAINT MAINTENANCE
MATL MATERIAL
MATV MASTER ANTENNA TELEVISION
SYSTEM
MAX MAXIMUM
MB MAIL BOX
MED MEDIUM
MEMO MEMORANDUM
MER MERIDIAN
MFD MANUFACTURED
MFG MANUFACTURING
MGT MANAGEMENT
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML MATERIALS LIST
MN MAGNETIC NORTH
MOD MODEL OR MODIFY
MON MONUMENT
MTG MEETING
MULT MULTIPLE
MUNIC MUNICIPAL
N NORTH
NA NOT APPLICABLE
NAT NATURAL
NATL NATIONAL
NBC NATIONAL BUILDING CODE
NE NOT EXCEEDING
NIC NOT IN CONTRACT
NO NUMBER
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-08.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
FPM FEET PER MINUTE
FPS FEET PER SECOND
FPW FIRE PROTECTION WATER SUPPLY
FSP FIRE STANDPIPE
FSS FLOW SENSING SWITCH
FT FEET OR FOOT
FTG FOOTING
FW FLOOD WALL
G GROUND OR NATURAL GAS
G LN GAS LINE
GA GAGE
GAL GALLON
GC GENERAL CONTRACTOR
GCO GRADE CLEANOUT
GDR GUARD RAIL
GEN GENERATOR
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GL GROUND LEVEL
GOVT GOVERNMENT
GPD GALLONS PER DAY
GR BM GRADE BEAM
GT GREASE TRAP
GTV GATE VALVE
GUT GUTTER
H&CW HOT AND COLD WATER
HAZ MAT HAZARDOUS MATERIALS
HB HOSE BIBB
HC HANDICAP
HCP HANDICAPPED
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDWL HEADWALL
HEX HEXAGON
HH HAND HOLE
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HT HEIGHT
HTHW HIGH TEMPERATURE HOT WATER
HTWR HEATING WATER RETURN
HTWS HEATING WATER SUPPLY
HV HOSE VALVE
HW HOT WATER
HWB HOT WATER BOILER
HWL HOT WATER LINE
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HWT HOT WATER TANK
HWY HIGHWAY
HYD HYDRANT
HYDR HYDRAULIC
ID INSIDE DIAMETER OR INSIDE
DIMENSION
IMH INLET MANHOLE
INCL INCLUDED
INCR INCREMENT
INFO INFORMATION
INSTL INSTALL
INSTR INSTRUMENT
INV INVERT
INV EL INVERT ELEVATION
IP IRON PIPE
IPS IRON PIPE SIZE
IPT IRON PIPE THREADED
IRREG IRREGULAR
ISO ISOMETRIC
IW IRRIGATION WATER
KWY KEYWAY
L ANGLE
LAT LATITUDE
LF LINEAR FEET (FOOT)LIN LINEAR
LNG LONGITUDE
LOC LOCATION
LONG LONGITUDINAL
LOS LINE OF SIGHT
LPT LOW POINT
LS LUMP SUM
LT LIGHT
LTG LIGHTING
MAINT MAINTENANCE
MATL MATERIAL
MATV MASTER ANTENNA TELEVISION
SYSTEM
MAX MAXIMUM
MB MAIL BOX
MED MEDIUM
MEMO MEMORANDUM
MER MERIDIAN
MFD MANUFACTURED
MFG MANUFACTURING
MGT MANAGEMENT
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML MATERIALS LIST
MN MAGNETIC NORTH
MOD MODEL OR MODIFY
MON MONUMENT
MTG MEETING
MULT MULTIPLE
MUNIC MUNICIPAL
N NORTH
NA NOT APPLICABLE
NAT NATURAL
NATL NATIONAL
NBC NATIONAL BUILDING CODE
NE NOT EXCEEDING
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NORM NORMAL
NRCP NON-REINFORCED CONCRETE PIPE
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
OFD OVERFLOW DRAIN
OPNG OPENING
OZ OUNCE
P PUMP
PA PIPE ANCHOR
PAR PARALLEL
PAT PATTERN
PB PULL BOX
PC POINT OF CURVE
PCA PORTLAND CEMENT ASSOCIATION
PCC PRECAST CONCRETE
PCCP CONCRETE PAVEMENT
PCT PERCENT
PED PEDESTAL
PEN PENETRATE
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PG PRESSURE GAGE OR PROFILE GRADE
PH PHASE
PHOTO PHOTOGRAPH
PHWR PRIMARY HOT WATER RETURN
PHWS PRIMARY HOT WATER SUPPLY
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PK GAR PARKING GARAGE
PK LOT PARKING LOT
PL PROPERTY LINE
PLAS PLASTIC PLASTER
PMPSCT PUMP SUCTION
PN PART NUMBER
PNEU PNEUMATIC
PO POST OFFICE OR PURCHASE ORDER
POLY POLYETHYLENE (PLASTIC)PORT PORTABLE
POTW POTABLE WATER
POW LN POWER LINE
PP POLYPROPYLENE (PLASTIC)PR PUMPED RETURN
PRCST PRECAST
PREFMD PREFORMED
PRELIM PRELIMINARY
PREP PREPARATION
PREV PREVIOUS
PRKG PARKING
PROJ PROJECT
PROP PROPERTY
PRV PRESSURE REGULATOR VALVE OR
PRESSURE RELIEF VALVE
PS CONC PRESTRESSED CONCRETE
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POST TENSIONED
PT CONC POST-TENSIONED CONCRETE
PTRV PRESSURE TEMPERATURE RELIEF
VALVE
PV PAVED
PV RD PAVED ROAD
PVC POLYVINYL CHLORIDE (PLASTIC)
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RADIUS OR RANGE
RAD RADIAN
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCCP REINFORCED CONCRETE CULVERT
PIPE
RCP REINFORCED CONCRETE PIPE
RD ROAD OR ROOF DRAIN
RDC REDUCER
REBAR REINFORCING STEEL BARS
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
ROW RIGHT OF WAY
RST REINFORCING STEEL
RT RIGHT
RV RELIEF VALVE
RW ROADWAY
RWL RAIN WATER LEADER
RWR RECESSED WASTE RECEPTACLE
SAMP SAMPLE
SAN SANITARY
SB SPLASH BLOCK
SCHED SCHEDULE
SCP SCUPPER
SD STORM DRAIN
SDL SADDLE
SDMH STORM DRAIN MANHOLE
SECT SECTION
SEG SEGMENT
SEL SELECT
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-09.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
NOM NOMINAL
NORM NORMAL
NRCP NON-REINFORCED CONCRETE PIPE
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
OFD OVERFLOW DRAIN
OPNG OPENING
OZ OUNCE
P PUMP
PA PIPE ANCHOR
PAR PARALLEL
PAT PATTERN
PB PULL BOX
PC POINT OF CURVE
PCA PORTLAND CEMENT ASSOCIATION
PCC PRECAST CONCRETE
PCCP CONCRETE PAVEMENT
PCT PERCENT
PED PEDESTAL
PEN PENETRATE
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PG PRESSURE GAGE OR PROFILE GRADE
PH PHASE
PHOTO PHOTOGRAPH
PHWR PRIMARY HOT WATER RETURN
PHWS PRIMARY HOT WATER SUPPLY
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PK GAR PARKING GARAGE
PK LOT PARKING LOT
PL PROPERTY LINE
PLAS PLASTIC PLASTER
PMPSCT PUMP SUCTION
PN PART NUMBER
PNEU PNEUMATIC
PO POST OFFICE OR PURCHASE ORDER
POLY POLYETHYLENE (PLASTIC)PORT PORTABLE
POTW POTABLE WATER
POW LN POWER LINE
PP POLYPROPYLENE (PLASTIC)PR PUMPED RETURN
PRCST PRECAST
PREFMD PREFORMED
PRELIM PRELIMINARY
PREP PREPARATION
PREV PREVIOUS
PRKG PARKING
PROJ PROJECT
PROP PROPERTY
PRV PRESSURE REGULATOR VALVE OR
PRESSURE RELIEF VALVE
PS CONC PRESTRESSED CONCRETE
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POST TENSIONED
PT CONC POST-TENSIONED CONCRETE
PTRV PRESSURE TEMPERATURE RELIEF
VALVE
PV PAVED
PV RD PAVED ROAD
PVC POLYVINYL CHLORIDE (PLASTIC)
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RADIUS OR RANGE
RAD RADIAN
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCCP REINFORCED CONCRETE CULVERT
PIPE
RCP REINFORCED CONCRETE PIPE
RD ROAD OR ROOF DRAIN
RDC REDUCER
REBAR REINFORCING STEEL BARS
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
ROW RIGHT OF WAY
RST REINFORCING STEEL
RT RIGHT
RV RELIEF VALVE
RW ROADWAY
RWL RAIN WATER LEADER
RWR RECESSED WASTE RECEPTACLE
SAMP SAMPLE
SAN SANITARY
SB SPLASH BLOCK
SCHED SCHEDULE
SCP SCUPPER
SD STORM DRAIN
SDL SADDLE
SDMH STORM DRAIN MANHOLE
SECT SECTION
SEG SEGMENT
SEL SELECT
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-10.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
NOM NOMINAL
NORM NORMAL
NRCP NON-REINFORCED CONCRETE PIPE
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
OFD OVERFLOW DRAIN
OPNG OPENING
OZ OUNCE
P PUMP
PA PIPE ANCHOR
PAR PARALLEL
PAT PATTERN
PB PULL BOX
PC POINT OF CURVE
PCA PORTLAND CEMENT ASSOCIATION
PCC PRECAST CONCRETE
PCCP CONCRETE PAVEMENT
PCT PERCENT
PED PEDESTAL
PEN PENETRATE
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PG PRESSURE GAGE OR PROFILE GRADE
PH PHASE
PHOTO PHOTOGRAPH
PHWR PRIMARY HOT WATER RETURN
PHWS PRIMARY HOT WATER SUPPLY
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PK GAR PARKING GARAGE
PK LOT PARKING LOT
PL PROPERTY LINE
PLAS PLASTIC PLASTER
PMPSCT PUMP SUCTION
PN PART NUMBER
PNEU PNEUMATIC
PO POST OFFICE OR PURCHASE ORDER
POLY POLYETHYLENE (PLASTIC)PORT PORTABLE
POTW POTABLE WATER
POW LN POWER LINE
PP POLYPROPYLENE (PLASTIC)PR PUMPED RETURN
PRCST PRECAST
PREFMD PREFORMED
PRELIM PRELIMINARY
PREP PREPARATION
PREV PREVIOUS
PRKG PARKING
PROJ PROJECT
PROP PROPERTY
PRV PRESSURE REGULATOR VALVE OR
PRESSURE RELIEF VALVE
PS CONC PRESTRESSED CONCRETE
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POST TENSIONED
PT CONC POST-TENSIONED CONCRETE
PTRV PRESSURE TEMPERATURE RELIEF
VALVE
PV PAVED
PV RD PAVED ROAD
PVC POLYVINYL CHLORIDE (PLASTIC)
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RADIUS OR RANGE
RAD RADIAN
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCCP REINFORCED CONCRETE CULVERT
PIPE
RCP REINFORCED CONCRETE PIPE
RD ROAD OR ROOF DRAIN
RDC REDUCER
REBAR REINFORCING STEEL BARS
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
ROW RIGHT OF WAY
RST REINFORCING STEEL
RT RIGHT
RV RELIEF VALVE
RW ROADWAY
RWL RAIN WATER LEADER
RWR RECESSED WASTE RECEPTACLE
SAMP SAMPLE
SAN SANITARY
SB SPLASH BLOCK
SCHED SCHEDULE
SCP SCUPPER
SD STORM DRAIN
SDL SADDLE
SDMH STORM DRAIN MANHOLE
SECT SECTION
SEG SEGMENT
SEL SELECT
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-11.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
NOM NOMINAL
NORM NORMAL
NRCP NON-REINFORCED CONCRETE PIPE
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
OFD OVERFLOW DRAIN
OPNG OPENING
OZ OUNCE
P PUMP
PA PIPE ANCHOR
PAR PARALLEL
PAT PATTERN
PB PULL BOX
PC POINT OF CURVE
PCA PORTLAND CEMENT ASSOCIATION
PCC PRECAST CONCRETE
PCCP CONCRETE PAVEMENT
PCT PERCENT
PED PEDESTAL
PEN PENETRATE
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PG PRESSURE GAGE OR PROFILE GRADE
PH PHASE
PHOTO PHOTOGRAPH
PHWR PRIMARY HOT WATER RETURN
PHWS PRIMARY HOT WATER SUPPLY
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PK GAR PARKING GARAGE
PK LOT PARKING LOT
PL PROPERTY LINE
PLAS PLASTIC PLASTER
PMPSCT PUMP SUCTION
PN PART NUMBER
PNEU PNEUMATIC
PO POST OFFICE OR PURCHASE ORDER
POLY POLYETHYLENE (PLASTIC)PORT PORTABLE
POTW POTABLE WATER
POW LN POWER LINE
PP POLYPROPYLENE (PLASTIC)PR PUMPED RETURN
PRCST PRECAST
PREFMD PREFORMED
PRELIM PRELIMINARY
PREP PREPARATION
PREV PREVIOUS
PRKG PARKING
PROJ PROJECT
PROP PROPERTY
PRV PRESSURE REGULATOR VALVE OR
PRESSURE RELIEF VALVE
PS CONC PRESTRESSED CONCRETE
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POST TENSIONED
PT CONC POST-TENSIONED CONCRETE
PTRV PRESSURE TEMPERATURE RELIEF
VALVE
PV PAVED
PV RD PAVED ROAD
PVC POLYVINYL CHLORIDE (PLASTIC)
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RADIUS OR RANGE
RAD RADIAN
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCCP REINFORCED CONCRETE CULVERT
PIPE
RCP REINFORCED CONCRETE PIPE
RD ROAD OR ROOF DRAIN
RDC REDUCER
REBAR REINFORCING STEEL BARS
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
ROW RIGHT OF WAY
RST REINFORCING STEEL
RT RIGHT
RV RELIEF VALVE
RW ROADWAY
RWL RAIN WATER LEADER
RWR RECESSED WASTE RECEPTACLE
SAMP SAMPLE
SAN SANITARY
SB SPLASH BLOCK
SCHED SCHEDULE
SCP SCUPPER
SD STORM DRAIN
SDL SADDLE
SDMH STORM DRAIN MANHOLE
SECT SECTION
SEG SEGMENT
SEL SELECT
SEP SEPARATE
SEP TNK SEPTIC TANK
SF SQUARE FOOT (FEET)SHLDR SHOULDER
SJ SCORED JOINT
SLV SLEEVE
SM SILTY SAND
SMH STEAM MANHOLE
SMP SUMP PUMP
SOV SHUT OFF VALVE
SP STANDPIPE OR SUMP PIT
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SPKLR SPRINKLER
SPLY SUPPLY
SPR SPRINKLER LINE
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SR STEAM RETURN
SS SANITARY SEWER, STEAM SUPPLY,OR STORM SEWER
SSP STAINLESS STEEL PIPE
SST STAINLESS STEEL
ST STREET
ST W STORM WATER
STA STATION
STD STANDARD
STIR STIRRUP
STM STEAM
SUCT SUCTION
SUPT SUPPORT
SURF SURFACE
SURV SURVEY
SUTK SUMP TANK
SW SIDEWALK
SWG SEWAGE
SWR SEWER
SYM SYMBOL
T&M TIME AND MATERIALS
TAN TANGENT
TBM TEMPORARY BENCHMARK
TB-XX TEST BORING-XX (E.G., TB-01)TCP TRAFFIC CONTROL PLAN
TD TRENCH DRAIN
TE TOP ELEVATION
TEL TELEPHONE
TEMP TEMPORARY
THK THICKNESS
THRU THROUGH
TMH TOP OF MANHOLE
TN TRUE NORTH
TNL TUNNEL
TO TOP OF ___
TO FDN TOP OF FOUNDATION
TOB TOP OF BEAM
TOC TOP OF CONCRETE OR TOP OF
CURB
TOC FTG TOP OF CONCRETE FOOTING
TOC WALL TOP OF CONCRETE WALL
TOF TOP OF FOOTING
TOP TOP OF PAVEMENT
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TP TELEPHONE POLE
TR TOP OF RIM
TWR TREATED WATER RETURN
TWS TREATED WATER SUPPLY
TYP TYPICAL
UFC UNIFORM FIRE CODE
UGND UNDERGROUND
UNFIN UNFINISH
UNPV RD UNPAVED ROAD
UON UNLESS OTHERWISE NOTED
UP UTILITY POLE
UPS UNINTERRUPTIBLE POWER SUPPLY
UTIL UTILITY
VAR VARIES
VB VALVE BOX
VC VERTICAL CURVE
VCO VACUUM CLEANER OUTLET
VCT VITRIFIED CLAY TILE VINYL
COMPOSITION TILE
VERT VERTICAL
VIC VICINITY
VID VIDEO
VIF VERIFY IN FIELD
VOL VOLUME
W WASTE, WEST, OR WIDE
W/ WITH
W/O WITHOUT
WI WROUGHT IRON
WL WATER LINE
WLD WELDED
WM WATER METER WIRE MESH
WM WIRE MESH WATER METER
WO WORK ORDER
WP WATER PUMP
WT WATER TABLE
WT EL WATER ELEVATION
WTR WATER
WW WASTE WATER
WW WASTE WATER WARM WHITE;WIREWAY
XFMR TRANSFORMER
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-12.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
SEP SEPARATE
SEP TNK SEPTIC TANK
SF SQUARE FOOT (FEET)SHLDR SHOULDER
SJ SCORED JOINT
SLV SLEEVE
SM SILTY SAND
SMH STEAM MANHOLE
SMP SUMP PUMP
SOV SHUT OFF VALVE
SP STANDPIPE OR SUMP PIT
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SPKLR SPRINKLER
SPLY SUPPLY
SPR SPRINKLER LINE
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SR STEAM RETURN
SS SANITARY SEWER, STEAM SUPPLY,OR STORM SEWER
SSP STAINLESS STEEL PIPE
SST STAINLESS STEEL
ST STREET
ST W STORM WATER
STA STATION
STD STANDARD
STIR STIRRUP
STM STEAM
SUCT SUCTION
SUPT SUPPORT
SURF SURFACE
SURV SURVEY
SUTK SUMP TANK
SW SIDEWALK
SWG SEWAGE
SWR SEWER
SYM SYMBOL
T&M TIME AND MATERIALS
TAN TANGENT
TBM TEMPORARY BENCHMARK
TB-XX TEST BORING-XX (E.G., TB-01)TCP TRAFFIC CONTROL PLAN
TD TRENCH DRAIN
TE TOP ELEVATION
TEL TELEPHONE
TEMP TEMPORARY
THK THICKNESS
THRU THROUGH
TMH TOP OF MANHOLE
TN TRUE NORTH
TNL TUNNEL
TO TOP OF ___
TO FDN TOP OF FOUNDATION
TOB TOP OF BEAM
TOC TOP OF CONCRETE OR TOP OF
CURB
TOC FTG TOP OF CONCRETE FOOTING
TOC WALL TOP OF CONCRETE WALL
TOF TOP OF FOOTING
TOP TOP OF PAVEMENT
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TP TELEPHONE POLE
TR TOP OF RIM
TWR TREATED WATER RETURN
TWS TREATED WATER SUPPLY
TYP TYPICAL
UFC UNIFORM FIRE CODE
UGND UNDERGROUND
UNFIN UNFINISH
UNPV RD UNPAVED ROAD
UON UNLESS OTHERWISE NOTED
UP UTILITY POLE
UPS UNINTERRUPTIBLE POWER SUPPLY
UTIL UTILITY
VAR VARIES
VB VALVE BOX
VC VERTICAL CURVE
VCO VACUUM CLEANER OUTLET
VCT VITRIFIED CLAY TILE VINYL
COMPOSITION TILE
VERT VERTICAL
VIC VICINITY
VID VIDEO
VIF VERIFY IN FIELD
VOL VOLUME
W WASTE, WEST, OR WIDE
W/ WITH
W/O WITHOUT
WI WROUGHT IRON
WL WATER LINE
WLD WELDED
WM WATER METER WIRE MESH
WM WIRE MESH WATER METER
WO WORK ORDER
WP WATER PUMP
WT WATER TABLE
WT EL WATER ELEVATION
WTR WATER
WW WASTE WATER
WW WASTE WATER WARM WHITE;WIREWAY
XFMR TRANSFORMER
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-13.DWGDECEMBER 2008
NONE
SITE ABBREVIATIONS
SEP SEPARATE
SEP TNK SEPTIC TANK
SF SQUARE FOOT (FEET)SHLDR SHOULDER
SJ SCORED JOINT
SLV SLEEVE
SM SILTY SAND
SMH STEAM MANHOLE
SMP SUMP PUMP
SOV SHUT OFF VALVE
SP STANDPIPE OR SUMP PIT
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SPKLR SPRINKLER
SPLY SUPPLY
SPR SPRINKLER LINE
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SR STEAM RETURN
SS SANITARY SEWER, STEAM SUPPLY,OR STORM SEWER
SSP STAINLESS STEEL PIPE
SST STAINLESS STEEL
ST STREET
ST W STORM WATER
STA STATION
STD STANDARD
STIR STIRRUP
STM STEAM
SUCT SUCTION
SUPT SUPPORT
SURF SURFACE
SURV SURVEY
SUTK SUMP TANK
SW SIDEWALK
SWG SEWAGE
SWR SEWER
SYM SYMBOL
T&M TIME AND MATERIALS
TAN TANGENT
TBM TEMPORARY BENCHMARK
TB-XX TEST BORING-XX (E.G., TB-01)TCP TRAFFIC CONTROL PLAN
TD TRENCH DRAIN
TE TOP ELEVATION
TEL TELEPHONE
TEMP TEMPORARY
THK THICKNESS
THRU THROUGH
TMH TOP OF MANHOLE
TN TRUE NORTH
TNL TUNNEL
TO TOP OF ___
TO FDN TOP OF FOUNDATION
TOB TOP OF BEAM
TOC TOP OF CONCRETE OR TOP OF
CURB
TOC FTG TOP OF CONCRETE FOOTING
TOC WALL TOP OF CONCRETE WALL
TOF TOP OF FOOTING
TOP TOP OF PAVEMENT
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TP TELEPHONE POLE
TR TOP OF RIM
TWR TREATED WATER RETURN
TWS TREATED WATER SUPPLY
TYP TYPICAL
UFC UNIFORM FIRE CODE
UGND UNDERGROUND
UNFIN UNFINISH
UNPV RD UNPAVED ROAD
UON UNLESS OTHERWISE NOTED
UP UTILITY POLE
UPS UNINTERRUPTIBLE POWER SUPPLY
UTIL UTILITY
VAR VARIES
VB VALVE BOX
VC VERTICAL CURVE
VCO VACUUM CLEANER OUTLET
VCT VITRIFIED CLAY TILE VINYL
COMPOSITION TILE
VERT VERTICAL
VIC VICINITY
VID VIDEO
VIF VERIFY IN FIELD
VOL VOLUME
W WASTE, WEST, OR WIDE
W/ WITH
W/O WITHOUT
WI WROUGHT IRON
WL WATER LINE
WLD WELDED
WM WATER METER WIRE MESH
WM WIRE MESH WATER METER
WO WORK ORDER
WP WATER PUMP
WT WATER TABLE
WT EL WATER ELEVATION
WTR WATER
WW WASTE WATER
WW WASTE WATER WARM WHITE;WIREWAY
XFMR TRANSFORMER
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / SITE ABBREVIATIONS
SD320000-14.DWGDECEMBER 2008
NONE
ELEVATION INDICATOR
SITE SYMBOLS - GENERAL
BENCHMARK
11 IDENTIFICATION DEVICE INDICATOR
KEYNOTE INDICATOR
DRAWING BLOCK TITLE WITH GRAPHIC
SCALE (SHOWN HALF ACTUAL SIZE)
200'100'50'0
PLANSCALE
CENTER LINE INDICATOR
DEMOLITION LINE
EXISTING TO REMAIN LINE
FEATURES ABOVE LINE INDICATOR
BREAK, ROUND (USER DEFINES SIZE)
BREAK, ROUND (USER DEFINES SIZE)
DETAIL INDICATOR
A-512
D2
DIMENSION (CIVIL ONLY)A
FEATURES ABOVE LINE INDICATORMATCHLINE
SEE XX/XXX
REVISION INDICATOR (SHOWN WITH CLOUD)
SITE SYMBOLS - UTILITIES
1
A
C201
22
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / ELECTRICAL SYMBOLS - GENERAL
SD320000-15.DWGDECEMBER 2008
NONE
WELD, BASIC BACK, ARROW SIDE
WELD, BASIC FILLET, ARROW SIDE
WELD, BASIC FILLET, BOTH SIDES
GRATING, PLAN
GRATING, SECTION
CHECKER PLATE, PLAN
SITE SYMBOLS - METALS
WELD, SUPPLEMENTARY, ALL AROUND
EARTH, CRUSHED ROCK GRAVEL
EARTH, UNDISTURBED
EARTHWORK, COMPACTED FILL
SAND
EARTHWORK, GRAVEL, POROUS FILL
EROSION AND SEDIMENTATION CONTROL,FILTRATION BED
RIPRAP
SITE SYMBOLS - EARTHWORK
CONCRETE SECTION
CONCRETE PLAN
SITE SYMBOLS - CONCRETE/MASONRY
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / ELECTRICAL SYMBOLS - CONCRETE/MASONARY, METALS, AND EARTHWORK
SD320000-16.DWGDECEMBER 2008
NONE
ELEVATION INDICATOR
SITE SYMBOLS - GENERAL
PIPING, SCREWED GATE VALVE
CW
PIPING, PUMP
DETAIL INDICATOR
SITE SYMBOLS - CONCRETE/MASONRY
WATER VALVE
DRAIN LINED
PIPE LINE, CAST IRONCI
PIPE LINE, DUCTILE IRONDI
DRAIN LINE, STORM (ABOVE FLOOR)SD
DRAIN LINE, STORM (BELOW FLOOR)SD
PIPE LINE, REINFORCED CONCRETERCP
COMPRESSED AIR LINEA
GAS LINEG
BOILER BLOW DOWN LINEBBD
CONDENSATE LINEC
DRAIN LINE, CONDENSATEST
RETURN LINE, CONDENSER WATERCR
RETURN LINE, HIGH PRESSURE CONDENSATEHPC
RETURN LINE, HIGH TEMPERATURE HOT WATERHTWR
SUPPLY LINE, HIGH PRESSURE STEAMHPS
SUPPLY LINE, LOW TEMPERATURE HOT WATERHWS
POWER LINEP
CABLE TELEVISION LINECATV
CLOSED CIRCUIT TELEVISION LINECCTV
FIBEROPTICS LINEFO
SITE SYMBOLS - UTILITIES
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / ELECTRICAL SYMBOLS - UTILITIES
SD320000-17.DWGDECEMBER 2008
NONE
HYDRANT, FIRESITE SYMBOLS - METALS
SITE SYMBOLS - EARTHWORK
WASTE LINE, SANITARY SOIL (ABOVE FLOOR)SS
TELEPHONE LINET
UTILITY, WATER MANHOLEW
WATER LINE, COLDCW
WATER LINE, HOTHW
HYDRANT PAN, FIREFH
UTILITY, UTILITY POLE
UTILITY, SANITARY MANHOLES
UTILITY, SANITARY CLEANOUTCO
ELECTRICAL, GUY WIRE
UTILITY, ELECTRICAL MANHOLEE
SITE SYMBOLS - GENERAL SITE SYMBOLS - UTILITIES
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / ELECTRICAL SYMBOLS - UTILITIES
SD320000-18.DWGDECEMBER 2008
NONE
[102mm]
[114mm]
[102mm]
4" MIN. W/RAIL [102mm](TYP.)
8" MIN. W/RAIL [203mm]
TRAVERSE SECTION B
[13mm]
[1219mm]
[305mm]
LONGITUDINAL SECTION A
NOTE:4'
1.
2.
3.
4.
5.
6.
4"
4 1/2"
4"
1/2"R
6"x6"xMW19xMW19
[152mmx152mmxMW19xMW19]
COMPACTED
SUBGRADE
1'
5' MIN.
[1524mm]LEVEL AREA
35' MAX AT 1:20.
[10668mm]
5' MIN.
[1524mm]LEVEL AREA
RAMP IS REQUIRED WHERE THE WALK EXCEEDS 3%.
IF A RAMP RUN HAS A RISE GREATER THAN 6" [152mm] OR A HORIZONTALPROJECTION GREATER THAN 72" [1829mm], THEN IT SHALL HAVE HANDRAILSON BOTH SIDES.
MAXIMUM SLOPE OF RAMP SHALL NOT EXCEED 8.33%.
SEE ARCHITECTURAL STANDARDS FOR HANDRAIL DETAILS.
PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT.
REFER TO PG-18-13 INDEX.
#RAMP FOR DISABLED PERSONSNTS
B
-
HANDRAIL
1/2" BEVEL [13mm](TYP.)
HANDRAIL
(TYP.)
A
-
2%MAX.
SLOPE
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/RAMP FOR DISABLED PERSONS
SD320523-01.DWG
DECEMBER 2008
NONE
6'-6"
[1981mm]
6'
4"6'
[1219mm]
[1829mm]
[1829mm]
4'
CONCRETE
WALK
CURB & GUTTER
EXPANSION
JOINT
RAMP FLUSH
WITH GUTTER
EXPANSION
JOINT
CURB &
GUTTER
[102mm]
CONCRETE WALK
SECTION A
1:12 MAX. SLOPE
PLAN
PLAN
CURB RAMP
#NTS
A A
AA
1:12
MAX.
1:12
MAX.
6'
[1829mm]
6'
[1219mm]
[1829mm]
4'
1:12
MAX.
1:12
MAX.
CONCRETE
WALK
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CURB RAMP
SD320523-02.DWGDECEMBER 2008
NONE
[356mm]
[254mm]
10"R
2'
[610mm]
[254mm]
NOTE: CROSS SLOPE OF GUTTER
SAME AS PAVEMENT.
[6mm]
10"14"
1/4" R
MOUNTABLE CONCRETE CURB AND GUTTER#
NTS
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / MOUNTABLE CONCRETE CURB AND GUTTER
SD320523-03.DWGDECEMBER 2008
NONE
#CONCRETE POST BARRICADESNTS
NOTES:1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED
OXIDE (PAINT NO.1). ONE FINISH COAT OF DULL BLACK ENAMEL PER VASPECIFICATIONS AND STRIPES CONSISTING OF 4" [102mm] BANDS OFYELLOW REFLECTORIZED TAPE SHALL BE USED UNLESS OTHERWISE
SPECIFIED ON THE PLANS.
2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE,SHALL BE SUBMITTED TO THE AGENCY FOR APPROVAL.
5"∅x7'-0"
[127∅x2134mm]STANDARD PIPE
POST BARRICADE
CONCRETE FILLED
UTILITY CONCRETE
PER VA
SPECIFICATIONS
5' O.C.[1.5m]
3"∅x5'-0"
[76∅x1524mm]STANDARD PIPE
POST BARRICADE
CONCRETE FILLED.
[102mm]
4"
[102mm]
4"
[1372mm]
4'-6"
2'-6"
[762mm]
[76mm]
3"
[102mm]
4"
[102mm]
4"
[1067mm]
3'-6"
1'-6"
[762mm]
[76mm]
3"
TYPE "A" TYPE "B"
[305mm]
12"
[229mm]
9"
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CONCRETE POST BARRICADES
SD320523-04.DWGDECEMBER 2008
NONE
REMOVABLE POST BARRICADE#
NTS
NOTES:1. REMOVABLE POST BARRICADE SHALL NOT BE CONCRETE FILLED.
2. HAND TIGHTEN BOLT & NUT USING WASHERS EACH SIDE OF
STRAPS. CUT BOLT APPROX. 1/8" [6mm] FROM FACE OF NUT& PEEN EXPOSED END OF BOLT.
3. REFER TO VA STANDAD DETAIL 32 02 23-04 "CONCRETE POST
BARRICADES" FOR POST DETAILS.
STANDARD PIPE SLEEVE
4"∅x2' [100x610mm] (TYPE "A")6"∅x3' [150x915mm] (TYPE "B")
REFER TO VA STANDAD DETAIL
32 02 23-04 "CONCRETE
POST BARRICADES" FOR
FOOTING DIMENSIONS
UTILITY CONCRETE PER
VA SPECIFICATIONS
3 1/2"x1 1/2"x1/4"[90x40x6mm]
1/2"x1" HEX BOLT[13x25mm] 2 WASHERS,NUT.
VA STANDARD DETAIL
32 05 23-06 "REMOVABLE
POST BARRICADE - STRAP
DETAIL" FOR ADDITIONAL
INFORMATION
2"x1 1/2"x1/4"STRAP [50x40x6mm]
TYPE "B"
2'-6" [762mm]
TYPE "A"
1'-6" [457mm]
TYPE "B"
3'-0" [914mm]
TYPE "A"
2'-0" [610mm]
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / REMOVABLE POST BARRICADE
SD320523-05.DWGDECEMBER 2008
NONE
REMOVABLE POST BARRICADE - STRAP DETAIL#
NTS
STANDARD PIPE SLEEVE
5/8" [16mm] HOLES
1/4"[6mm]
DIMENSION TYP.
EACH SIDE
3 1/2"x1 1/2"x1/4"[90x38x6mm] STRAP
NOTE:REFER TO VA STANDARD
DETAILS 32 05 23-04
"CONCRETE POST BARRICADES"
AND 32 05 23-05
"REMOVABLE POST BARRACADE"
FOR ADDITIONAL INFORMATION.
[19mm]
3/4"
[19mm]
3/4"
[38mm]
1 1/2"[19mm]
3/4"
[19mm]
3/4"
UTILITY CONCRETE PER
VA SPECIFICATIONS
2"x1 1/2"x1/4"[50x38x6mm] STRAP
[19mm]
3/4"
[38mm]
1 1/2"
1/4"[6mm]
[51mm]
2"
STANDARD PIPE
POST BARRICADE
STANDARD PIPE SLEEVE
5/8" [16mm] HOLES
UTILITY CONCRETE PER
VA SPECIFICATIONS
2"
[51mm]
[38mm]
1 1/2"
STANDARD PIPE
POST BARRICADE
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / REMOVABLE POST BARRICADE - STRAP DETAIL
SD320523-06.DWGDECEMBER 2008
NONE
NOTE:
1. EXISTING CURB AND/OR SIDEWALK SHALLBE SAWCUT TO ITS FULL DEPTH, REMOVEDAND DISPOSED OF AS PART OF SIDEWALK
SUCPPER INSTALLATION.
2. STEEL TUBE SHALL BE GIVEN ONE SHOP
COAT OF PAINT NO. 1 PER VA
SPECIFICATION. PAINT EXPOSED METAL
WITH TWO COATS OF SSPC PAINT NO. 5
PER VA SPECIFICATION.
SIDEWALK SCUPPER - TYPE 1#
NTS
LP
LP
4"
2% MIN. SLOPE
PLAN
SIDEWALK
VARIES
PER PLANS
6"x6" [150x150mm]STEEL TUBE (A36).TOP OF STEEL TUBE
TO BE FLUSH WITH
ADJACENT SIDEWALK
CONCRETE "SADDLE"
GUTTER
CURB
3/8" [10mm] PREFORMEDBITUMINOUS JOINT FILLER
B
A A
B
SECTION A-A
[25mm]
1" MIN.
STANDARD CURB SECTION
STEEL TUBE MUST BE
FLUSH OR SET BACK.
ROUND CONCRETE EDGES,
1/8" [3mm] RADIUS
6"x6"x3/8" [150x150x10mm] STEELTUBE (A36) WITH 1/2" [13mm] ∅STUDS AT 24" [610mm] O.C.
TOOLED EDGES
BOTH SIDES, 1/8"[3mm] RADIUS
3/8" [10mm]PREFORMED
BITUMINOUS JOINT
FILLER (TYP)
#4 [No. 13] BARCONTINUOUS
[150mm]
6"
4"
[100mm]
[150mm]
6"
[150mm]
6"
[150mm]
6"
SECTION B-B
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/SIDEWALK SCUPPER - TYPE 1
SD320523-07.DWG
DECEMBER 2008
NONE
SIDEWALK SCUPPER - TYPE 2#
NTS
SECTION A-A SECTION B-B
NOTES:
1. ( ) INDICATES DIRECTION OF FLOW.
2. DIMENSION 'B' EQUALS 'A'+1' [305mm].
3. 1/2" [13mm] THICK STEEL DIAMOND PLATEASTM A-36. STEEL DIAMOND PLATE SHALL BE
GIVEN ONE SHOP COAT OF PAINT NO.1 PER
VA SPECIFICATIONS. EXPOSED METAL SHALL BE
PAINTED WITH TWO COATS OF SSPC PAINT NO.
5 PER VA SPECIFICATIONS.
4. 'H' EQUALS CURB FACE HEIGHT. DIMENSIONTO BE NOTED ON PLANS OR ESTABLISHED IN
THE FIELD.
5. FOR CURB AND GUTTER, USE 2' [610mm]TRANSITIONS TO VERTICAL CURB.
6. FOR MULTIPLE SCUPPERS PROVIDE 4"
[100mm] BETWEEN ADJACENT PANELS OFSTEEL DIAMOND PLATE. INTERMEDIATE POSTS
FOR BARRICADE RAILINGS SHALL BE PLACED
MIDWAY IN 4" [100mm] AREA BETWEENADJACENT PANELS.
7. STEEL DIAMOND PLATE SHALL BE DELIVERED
AS ONE PIECE, CONFORMING TO THE
REQUIRED SCUPPER DIMENSIONS. PLATES
SHALL NOT BE SPLICED.
8. PROVIDE A MIN. 1" [25mm] LIP BETWEENFLOW LINE OF SCUPPER AND PAVEMENT
SURFACE.
LP
LP
VARIES
B
A A
B
EXPANSION
JOINT
CURB
6"
[150mm]
SIDEWALK
PER PLANS
1' MIN.
[305mm]
1'(TYP)
[305mm]
18"(TYP)
[455mm]
STEEL
DIAMOND PLATE
ASTM A-36
3/8" [10mm]FLATHEAD STAINLESS STEEL
CAP SCREW COUNTERSINK
(8 EACH MIN. PER SIDE)
CARRY PLATE
TO TOP FRONT
FACE OF CURB
DEPRESSED
CURB
BARRACADE
RAILING
PLAN
SLOPE PER PLANS
VARIES
SLOPE PER PLANS[150mm]
6"
4"
[100mm]
STEEL DIAMOND PLATE
CLASS "B"
CONCRETE
1/4" [6mm] R
SCUPPER FOUNDATION SHALL CONFORM TO
STANDARD CURB CROSS SECTION BELOW PAVEMENT
GUTTER
FLOWLINE
PAVEMENT
SERVICE
NOTE 8
'H'
[760mm]
2'-6" MAX.
'A'
2" 2"
[50mm][50mm]
CLASS "B"
CONCRETE
EXPANSION
JOINT (TYP)
[100mm]
4"
SEE DETAIL
BELOW
[100mm]
4"
[100mm]
4"
[100mm]
4"
SEE NOTE 3
[255mm]
10"
'B' (SEE NOTE 2)
1/8"
[3mm]
3/8" [10mm] FLATHEADSTAINLESS STEEL
CAPSCREW COUNTERSUNK
(6 EACH SIDE MIN.)
L 2"x2"x1/4"[50x50x6mm]TYP. BOTH SIDES
#4 [No. 13] REBAR,4" [100mm] LONG3 EACH SIDE MIN.
3/16"[5mm]
DETAIL
(NOTE 4)
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/SIDEWALK SCUPPER - TYPE 2
SD320523-08.DWG
DECEMBER 2008
NONE
SIDEWALK SCUPPER - TYPE 3#
NTS
SECTION A-A SECTION B-B
NOTES:
1. TRANSITION TO SPILLWAY/CHANNEL AS PER APPROVED
PLANS. SCUPPER GRADE MAY
BE MODIFIED TO ALLOW FOR
RUNOFF TO FLOW FROM
RIGHT-OF-WAY INTO ROADWAY.
2. A CENTER WALL SHALL BE
INSTALLED IN SCUPPERS WIDER
THAN 4' [1219mm] OR IFMORE THAN ONE SCUPPER IS
BUILT IN SERIES.
3. EXPANSION JOINT FILLER SHALL
BE 1/2" [13mm] BITUMINOUSTYPE PREFORMED EXPANSION
JOINT FILLER PER VA
SPECIFICATIONS.
4. CONCRETE SHALL BE CLASS 'S',
f'c=3,000 psi [20.7 MPa]
PLAN
LPLP
2'
VARIES
[610mm]
SIDEWALK
PER PLANS
1'
[305mm]
A
A
B B
C C
[610mm]
2' 1'-9"
[535mm]
6"
[150mm]
D D
1/2" [13mm]EXPANSION
JOINT (TYP)
CONCRETE CHANNEL
TO PROPERTY LINE
#4 [No. 13] REINF. BARS8" [205mm] C. TO C.
DOWELS
SEE NOTE 1
[150mm]
6"
[150mm]
6"
[205mm]
8"
[150mm]
6" SIDEWALK WIDTH + 1' [305mm]
[100mm]
4"
3.5% SLOPE
2% SLOPE
SEE NOTE 1
SPILLWAY
[100mm]
4"
ANCHOR BAR
WELDED TO
1/2"x3"x4"[13x75x100mm]
NOTED ON PLAN
WIDTH AS 6" 6"
1'-9"
[150mm] [150mm]
[535mm]
1'-9"
[535mm]
[205mm]
8" MIN.
[50mm]
2"
TOP OF CURB
6" [150mm]CURB FACE
1/2" [13mm]EXPANSION JOINT
GUTTER LINE DEPRESSION LINE
[150mm]
6" 4' [1219mm]
OR AS NOTED ON PLAN [150mm]
6"
#4 [No. 13] REINF. BARS8" [205mm] C. TO C.
CLASS "B"
CONCRETE
6" [150mm]
SEE NOTE 2
[50mm]
2" CL
[150mm]
6" MIN.
VARIES
[150mm]
6"
#4 [No. 13] DOWEL REINF.BARS - ALL WALLS 8"
[205mm] C. TO C.
SECTION C-C
[150mm]
6"
[150mm]
VARIES
CURB OPENING 4' [1219mm]
OR AS NOTED ON PLANS
6"
[16mm]
1"
TOP OF SIDEWALK AT
BACK SIDE OF SCUPPER
SECTION D-D
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/SIDEWALK SCUPPER - TYPE 3
SD320523-09.DWG
DECEMBER 2008
NONE
CURB ACCESS RAMP
#NTS
RADIUS
PER PLANS
SIDEWALK RAMP
CONTROL POINT
SEE PLANS
SIDEWALK
2'-6"
[760mm]
4'
[1.2m]
ROADWAY WIDTH
VARIES
SIDEWALK WIDTH PER PLANS8'-0"
[2.4m]
2'-6"
[760mm]
8'-0" [2
.4m]
LIMITS OF RAMP
TC=1/2" [13mm]
TC=1/2" [13mm]
TC=7" [180mm]
TC=7" [180mm]
NOTE:
1.
TOP OF CURB (TC) AND TOP OF RAMP ELEVATIONS SHOWN ARE IN RELATION TO THE
GUTTER AND ARE LOCATED RADIALLY. GUTTER = 0"
2.
SEE STANDARD VA DETAIL 32 05 23-18 "CONCRETE SIDEWALK" FOR JOINT
REQUIREMENTS.
3.
WHEN CURB HEIGHTS OF GREATER THAN 7" [180mm] ARE SHOWN ON PLANS, SEE PLANS
AND ADA REQUIREMENTS.
4.
LANDING RAMP AREA TO BE STANDARD ON ALL PROJECTS. TYPE 2 CURB WITH 6"
[152mm] REVEAL OR BARRICADE RAILING REQUIRED ONLY WHEN NOTED ON THE PLANS IN
ORDER TO RESTRICT VEHICULAR TRAFFIC.
CROSS SLOPE
(1% (TYP.))
TYPE 2 CURB, H=6"
[152mm] PER STANDARD
VA DETAIL 32 05 23-17
"CONCRETE VERTICLE CURB
AND TERMINAT SECTION" OR
BARRICADE RAILING PER
STD. DETAIL 32 05 23-04
"CONCRETE POST
BARRICADE"
REQUIRED ONLY WHEN
NOTED ON THE PLANS IN
ORDER TO RESTRICT
VEHICULAR TRAFFIC.
**
MAXIMUM SLOPE = 2%
4' MIN. [1.2m]
6'-6" [2m] SIDEWALK RAMP WIDTH
CURB AND
GUTTER
2'-6"
[760mm]
PER
PLANSROADWAY
WIDTH
TOP OF RAMP=
7 5/8" [195mm]
TOP OF RAMP=
3" [75mm]
TOP OF RAMP=
3 1/2" [90mm]
TOP OF RAMP=
3" [75 mm]
TRANSITION TO MATCH
EXIST. CURB AND
GUTTER AND SIDEWALK.
EXISTING DIMENSIONS
MAY VARY SEE PLANS
TRUNCATED DOME
DETECTABLE WARNING
STRIP
2'
[609mm]
A
A
TRUNCATED DOMES
DETECTABLE
WARNING STRIP
SECTION A-A
PLAN
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/CURB ACCESS RAMP
SD320523-10.DWG
DECEMBER 2008
NONE
CURB ACCESS RAMP#
NTS
RAMP CURB HEIGHT TO
MATCH ADJACENT BACK OF
SIDEWALK ELEVATION
ROUGH BROOM FINISH
USE RIPPLE PATTERN
RAMP CURB
8'-0"
[2.4m]
8'-0"
[2.4m]
SIDEWALK RAMPGUTTER
1/2" [13mm]
2'-6"
[760mm]
MATCH GUTTER
FLOW LINE
TC=0"
2' R
[609mm]
1/4" R[6mm]
TRUNCATED DOME
(TYP) DETECTABLEWARNING STRIP
ROUGH BROOM FINISH
USE RIPPLE PATTERN
2'-6"
[760mm]
TRUNCATED DOME DETAIL
ELEVATIONDEPRESSED CURBE AT SIDEWALK RAMP
PERSPECTIVE
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CURB ACCESS RAMP
SD320523-11.DWGDECEMBER 2008
NONE
VARIES
2'-6"
[760mm]
VARIES
LIMITS OF RAMP
CROSS SLOPE
(1%.
(TY
P.))*
MAXIMUM SLOPE = 2%
*
VARIES
2'-6"
[760mm]
2'-6"
[760mm]
4'
[1.2m]
ROADWAY WIDTH
VARIES
NOTE:
1.
TOP OF CURB (TC) AND
TOP OF RAMP ELEVATIONS
SHOWN ARE IN RELATION
TO THE GUTTER AND ARE
LOCATED RADIALLY. GUTTER
= 0"
2.
SEE STANDARD VA DETAIL
32 05 23-18 "CONCRETE
SIDEWALK" FOR JOINT
REQUIREMENTS.
3.
WHEN CURB HEIGHTS OF
GREATER THAN 7"
[180mm] ARE SHOWN ON
PLANS, SEE PLANS AND
ADA REQUIREMENTS.
4.
REFER TO SHEET 3 OF 5
FOR RAMP SURFACE FINISH.
TYPE 2 CURB, H=6"
[150mm] PER STANDARD
VA DETAIL 32 05 23-17
"CONCRETE VERTICLE CURB
AND TERMINAL SECTION" OR
BARRICADE RAILING PER
STANDARD VA DETAIL
32 05 23-04 "CONCRETE
POST BARRICADE"
REQUIRED ONLY WHEN
NOTED ON PLANS IN ORDER
TO RESTRICT VEHICULAR
TRAFFIC.
6'-6" [2m] SIDEWALK RAMP WIDTH
SIDEWALK WIDTH PER
PLANS 4' MIN. [1.2m]
VARIES
2'-6"
[760mm]
TC=1/2" [13mm]
TC=7" [760mm]
TOP OF
RAMP=3" [75mm]
TRANSITION TO MATCH
EXIST. CURB AND
GUTTER AND SIDEWALK.
EXISTING DIMENSIONS
MAY VARY SEE PLANS
SIDEWALK RAMP
CONTROL POINT
SEE PLANS
TOP OF RAMP=3 1/2"
[90mm]TOP OF RAMP=3"
[75mm]
RADIUS
PER PLANS
TOP OF
RAMP= 7 5/8"
[195mm]
PER
PLANS
SIDEWALK
ROADWAY WIDTH
CURB
AND GUTTERTC=7" [760mm]
TC=1/2" [13mm]
A
A
TRUNCATED DOMES
DETECTABLE
WARNING STRIP
2'
[609mm]
TRUNCATED DOMES
DETECTABLE
WARNING STRIPTRUNCATED DOMES
DETECTABLE
WARNING STRIP
CURB ACESS RAMP - LIMITED RIGHT-OF-WAY
#NTS
SECTION A-A
ELEVATION
DEPRESSED CURBE AT SIDEWALK RAMP
PLAN
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/CURB ACCESS RAMP LIMITED RIGHT-OF-WAY
SD320523-12.DWG
DECEMBER 2008
NONE
#NTS
PL
2'
[609mm]
12:1
(MAX)
SIDEWALK
CURB ACCESS RAMP ALTERNATIVES
1:50 (MAX)
TRUNCATED DOMES
DETECTIBLE
WARNING STRIP
PL
12:1
(MAX)
1:50 (MAX)
TRUNCATED DOMES
DETECTIBLE
WARNING STRIP
CHORD
NOTE:REFER TO VA STANDARD DETAIL
32 05 23-20 "TRUNCATED DOME
TACTILE - WARNING STRIP" FOR
ADDITIONAL INFORMATION.
4' MIN.
[1219mm]
4' MIN.
[1219mm]
>5'
[1524mm]
18"
[455mm]
18"
[455mm]
18"
[455mm]
<5'
[1524mm]
VARIES
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CONCRETE HEADER
SD320523-13.DWGDECEMBER 2008
NONE
LOCATE CURB
ACCESS RAMP
TO ALIGN WITH
CROSSWALK
12:1
(MAX.)
CROSSWALK
CROSSWALK
TRUNCATED DOMES
DETECTIBLE
WARNING STRIP
#NTS
PL
2'
[609mm]
12:1
(MAX)
CURB ACCESS RAMP ALTERNATIVES
1:50 (MAX)
TRUNCATED DOMES
DETECTIBLE
WARNING STRIP
4' MIN.
[1219mm] 18"
[455mm]
5'
[1524mm]
VARIES
SIDEWALK
SIDEWALK
2'
[609mm]
VARIES
6'
[1829mm]OR
PER PLAN
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CURB ACCESS RAMP ALTERNATIVES
SD320523-14.DWGDECEMBER 2008
NONE
#NTS
* MAY BE REDUCED TO 1' [305mm] DUE TO R.O.W.CONSTRAINTS. HOWEVER, IF DISTANCE BETWEENBACK OF CURB AND BACK OF SIDEWALK IS LESS
THAN 7' [2134mm], THE DISABLED SPACE SHALLNOT BE DESIGNATED "VAN ACCESSIBLE".
TACTILE GROOVES. PLACE GROOVES IN CONC. 1"
[25mm] APART, 1/4" [6mm] WIDE, 1/8" [3mm]DEEP. GROOVES MAY BE SAWCUT OR TOOLED.
TYPE 'A' POST BARRICADE PER VA STANDARD
DETAIL 32 05 23-04 "CONCRETE POST
BARRICADE". FINISH WITH BLUE ENAMEL AND 4"
[100mm] WHITE REFLECTORIZED TAPE. THEENGINEER SHALL APPROVE THE SHADE OF BLUE
ENAMEL PRIOR TO USE. FACE OF POST BARRICADE
SHALL BE 2" [50mm] FROM EDGE OF CONCRETE.
NOTE:DEPRESSED CURB IN RAMP
AREA SHALL BE PLACED
MONOLITHIC WITH RAMP
WARP TO MATCH
A
1/4" [6mm] DEEP SCORED JOINTSEVENLY SPACED (8' [2.4m] MAX.SPACING)
1/2" [13mm] BITUMINOUS JOINTFILLER.
TRUNCATED DOMES DETECTABLE
WARNING STRIP
NOTE:SEE VA STANDARD DETAIL
32 05 23-10 "CURB
ACCESS RAMP" FOR RAMP
DETAIL AT GUTTER LINE.
VAN ACCESSIBLE CURB ACCESS RAMP
AT DISABLED PARKING STALLS
CLASS "B"
CONCRETE
SLOPE VARIES FROM
8:1 @ CURB TO
12:1 @ SIDEWALK
6" [152mm] REVEAL VERTICALCURB PER VA STANDARD DETAIL
32 05 23-17 "CONCRETE CURB AND
TERMINAL SECTION" CURB MAY BE
ELIMINATED IN CENTER 4' [1219mm]IF APPROVED BY ENGINEER
MATCH EXISTING GRADE AT R/WR/W
12:1
MAX.
2%
MAX
2%
MAX
2%
MAX12:1
MAX.
VARIES
[6096mm]
20'
A
A
VARIES
[4420mm]
14'-6" MAX.
[914mm]
SIDEWALK
PER PLANS
3' MIN.*
CURB
PLAN
SECTION A-A
4"
[102mm]
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CURB ACCESS RAMP - AT DISABLED PARKING STALLS
SD320523-15.DWGDECEMBER 2008
NONE
CONCRETE HEADER#
NTS
TOP OF CURB
IMPROVED ROADWAYUNIMPROVED ROADWAY
GUTTER
CONCRETE HEADER 6"x12"
[152x305mm] CLASS 'B' CONCRETEFROM BACK OF CURB TO BACK OF
CURB
12"
[305mm]
6"
[150mm]
STANDARD CONCRETE
VERTICAL CURB TERMINAL
SECTION PER VA STANDARD
DETAIL 32 05 23-17
"CONCRETE VERTICLE CURB
AND TERMINAL SECTION"
1/2" [13mm]BITUMINOUS JOINT
FILLER
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CONCRETE HEADER
SD320523-16.DWGDECEMBER 2008
NONE
2" [51mm] R.
H=DESIGN REVEAL
NOTES:1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.
2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15'
[4572mm].
3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BELOCATED AT TANGENT POINTS IN CURB RETURNS,
TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm]INTERVALS. EXPANSION MATERIAL SHALL ALSO BE
PLACED BETWEEN CURBS AND ADJACENT STRUCTURES,
SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS.
THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THEFULL DEPTH OF THE CONCRETE.
4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL
FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG
THE LENGTH OF THE CURB OR CURB AND GUTTER.
5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF
FORMS OR MAY BE SLIP FORMED.
6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL
BE FINISHED WITH A TOOL HAVING A 1/4" [6mm]RADIUS UNLESS A LARGER RADIUS IS INDICATED BY
THE APPLICABLE STANDARD DETAIL OR PROJECT
PLANS.
7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8"[203mm].
8. FOR REVEALS OF 8" [203mm] TO 10" [254mm].
6 TO 1 (MAX.
)
TOP OF
CURB
CONCRETE CURB AND TERMINAL SECTION#
NTS
1/2" [13mm]BITUMINOUS
JOINT FILLER
3/4" R.[19mm]
ROADWAY &
PAVEMENT
WIDTH
CONCRETE VERTICAL CURB
[241mm]NOTE 7
9 1/2"
[254mm]NOTE 8
10"
[406mm]
NOTE 8
16"
[356mm]
NOTE 7
14"
6"
[152mm]
"H"
1:4 CURB
BATTER
CONCRETE CURB TERMINAL SECTION
6" MIN.
[152mm]
PAVEMENT
SURFACE
DESIGN END OF CURB
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / CONCRETE CURB AND TERMINAL SECTION
SD320523-17.DWGDECEMBER 2008
NONE
#NTS
CONCRETE SIDEWALK
NOTES:1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB
OR OTHER ADJACENT STRUCTURES.
2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT
LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.
3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'
[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.
4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.
5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FORTHE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.
6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITHA FINE BRUSH IN A TRANSVERSE DIRECTION.
7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
1" [25mm]SCORED OR SAWCUT
CONTRACTION JOINT.
TOP OF CURB
1/4" [6mm]DEEP SCORED
JOINTS
1/4" [6mm] R.(TYP.) FORMEDJOINTS ONLY
CLASS "B"
CONCRETE
EXPANSION JOINT WITH
1/4" [6mm] BITUMINOUSJOINT FILLER
1% MIN.
2% MAX.
1% MIN.
2% MAX.
[152mm]
6" MIN.
VARIES PER PLANS 0' MIN.
10.5' MAX.
[3200mm]
TYPICAL SECTION
EXPANSION AND SCORED JOINT DETAIL
[5mm]
3/16"
[102mm]
4" (TYP)
60' MAX.
[18288mm]EXPANSION JOINT TO EXPANSION JOINT
60' MAX.
[18288mm]EXPANSION JOINT TO EXPANSION JOINT
SEE NOTE 7
(TYP) PLANS
PER
PER
PLANS
PLAN
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/CONCRETE SIDEWALK
SD320523-18.DWG
DECEMBER 2008
NONE
#NTS
MATERIALS:1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM
0.105 U.S.S. GAUGE ASTM A-366 COLD ROLLED CARBON
STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN
THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR
EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO
AGREE WITH STD. CORNER RADII OF 5/32" [4mm] TO 1/64"[.3mm].
2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO
ASTM A-525. COATING DESIGNATION G-90.
3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.
4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM
A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A-165.
5. ALL CONCRETE SHALL BE 2500 PSI.
NOTES:
1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4"STARTER SIGN POST. STARTER SIGN POST SHALL BE
REMOVED AFTER CONCRETE HAS SET AND EXPOSED SQUARE
TUBING WRAPPED AND SEALED WITH DUCT TAPE.
2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT.
3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.
4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE
PAVED SURFACE.
5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3"GALVANIZED.
6. REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THISSHEET FOR INSTALLATION LOCATION.
7/16" [10mm] HOLE DIAMETERSPACED AT 1" [25mm] 0.C.
EXPANSION
MATERIAL TYP.
IN CONCRETE
AREAS.
FINISH WITH
LANDSCAPE
MATERIAL.
FINISHED
GRADE
4"
[100mm]
SIGN POST DETAIL SQUARE TUBE FOUNDATION
12" SQUARE
[300mm]
8"
[200mm]
2 1/2"
[63mm]
2"
[50mm]
12" SQUARE
[300mm]
2 1/2"
[63mm]
4"
[100mm]12"
[305mm]
2'-2 1/2"
[673mm]
2'-8 1/2"
[826mm]
6"
[152mm]
2"x2" [50x50mm]PERFORATED POST
2 1/4"x2 1/4"[57x57mm]PERFORATED POST
1 3/4"x1 3/4"[40x40mm]PERFORATED POST 2'-9"
[838mm]
8" SQUARE
[200mm]
1"
[25mm]
1"
[25mm]
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/SIGN POST DETAIL SQUARE TUBE FOUNDATION
SD320523-19.DWG
DECEMBER 2008
NONE
TRUNCATED DOME TACTILE - WARNING STRIP#
NTS
NOTE:
FIELD LEVEL DOME
COVERAGE = 41 POINTS
PER SQUARE INCH
INTERNAL EMBEDMENT FLANGE
@ 3" [76mm] C/C (SEE PLANFOR ORIENTATION)
90° POINTS
0.045" [1mm]HIGH
INTERNAL EMBEDMENT FLANGE
@ 3" [76MM] C/C (SEEPLAN FOR ORIENTATION)
0.625"∅ HOLE THROUGH EMBEDMENT
FLANGES (3 PER FLANGE) ASSHOWN ON REFLECTED PLAN
0.625"[16mm]∅HOLE THROUGH
EMBEDMENT FLANGES
(3 PER FLANGE)
INTERNAL
EMBEDMENT
FLANGE 7
PER TILE
0.1875"∅x0.0625"
DEEP [5mm∅x1mm]DOME UNDERSIDE
OF TILE
SECTION B-B
SECTION A-A
DETAILPLAN - TILE REFLECTED PLAN - TILE
[79mm]
3.125"3"
[76mm]
0.1875"
[5mm]
3.125"
[79mm]
0.1875"
[5mm]
0.20"
[5mm]
1.375"
[35mm]
0.20"
[5mm]
0.20"
[51mm]
0.45"
[11mm]
0.45"
[11mm]
1.26"
[32mm]
1.67"
[42mm]
1.67"
[42mm]
24.625"
[625mm]
TILE FILLED WITH
STRUCTURAL POLYMER
CONCRETE
0.625" [16mm]∅ HOLEEMBEDMENT FLANGES
AS SHOWN IN PLAN
0.06"
[2mm]
0.25"
[6mm]
0.375"R
[10mm]
90° POINTS
0.045" [1mm]HIGH
0.20"
[5mm]
0.20"
[51mm]
0.45"
[11mm]
0.45"
[11mm]
1.26"
[32mm]
1.67"
[42mm]
1.67"
[42mm]
24.625"
[625mm]
0.375"R
[10mm]
0.1875"
[5mm]
0.15"
[4mm]
1.375"
[35mm]
0.70"
[18mm]
0.27"
[7mm]
0.95"
[24mm]
1.67"
2.35"
[60mm]
0.40"
[10mm]
1.26"
[32mm]
0.0938"
[2mm]
0.90"
[23mm]
0.40"
[10mm]
[42mm]
1.67"
[42mm]
0.0938"
[2mm]
0.0938"
[2mm]
0.0938"
[2mm]
0.0625"
[1mm]B B
A
A
1.26"
[32mm]
1.26"
[32mm]
14 DOMES @ 1.67"
[42mm] SPACING C/C
24.625"
[625mm]
1.26"
[32mm]
1.26"
[32mm]
14 DOMES @ 1.67"
[42mm] SPACING C/C
24.625"
[625mm]
SEE
DETAIL
RIGHT
1.26"
[79mm]
3.125"
[79mm]
7 FLANGES @ 3"
[76mm] SPACING C/C
24.625"
[625mm]
1.875"
[5mm]
1.26"
[32mm]
8.00"
[203mm]
24.625"
[625mm]
8.00"
[203mm]
0.75"
[19mm]
0.625"
[16mm]
1.238"
[31mm]
DETECTABLE WARNING NOTES:THE DETECTABLE WARNING STRIP MUST COVER
THE ENTIRE WIDTH OF THE RAMP OPENING,EXCLUDING THE WINGS. ALL DOMES MUST BE
ALIGNED IN THE DIRECTION OF TRAVEL. ONE
CORNER OF THE LEADING EDGE OF THE
DETECTABLE WARNING MAY BE MORE THAN 5
FEET FROM THE BACK OF THE CURB. WHEN
LOCATED ALONG A CURB RETURN, THE LEADINGEDGE OF THE DETECTABLE WARNING MAY BE
DEIFNED BY THE CHORD DRAWN BETWEEN THE
LEADING EDGES OF THE RAMP OPENING.
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/TRUNCATED DOME TACTILE - WARNING STRIP
SD320523-20.DWG
DECEMBER 2008
NONE
FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VASTANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH".
FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENTEXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENTWHICHEVER IS GREATER.
BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FORLONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULARBASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVERIS GREATER.
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
TYPE 1 UTILITY TRENCH PATCH#
NTS
4'-0" MAX.
[1219mm]
1'-0" MAX.
[305mm]
1'-0" MAX.
[305mm]TRENCH
BACKFILL
ABC 100% MIN.
COMPACTION
ASPHALTIC CONCRETE
SAW CUT EXISTING.
ASPHALT FULL
DEPTH BOTH SIDESTACK COAT (TYP.)
EXISTING
PAVEMENT
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / TYPE 1 UTILITY TRENCH PATCH
SD321216-01.DWGDECEMBER 2008
NONE
4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULARBASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVERIS GREATER.
PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.
FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VASTANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH".
FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENTEXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENTWHICHEVER IS GREATER.
BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FORLONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
TYPE 2 UTILITY TRENCH PATCH#
NTS
TRENCH WIDTHS
GREATER THAN
4'-0" [1219mm]
TRENCH
BACKFILL
SAW CUT EXISTING.
ASPHALT FULL
DEPTH BOTH SIDESTACK COAT (TYP.)
EXISTING ASPHALT
CONCRETE PAVEMENT
PATCH WIDTH IN
ACCORDANCE WITH
AGENCY
REQUIREMENTS
GRANULAR MATERIAL
OR PCC
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / TYPE 2 UTILITY TRENCH PATCH
SD321216-02.DWGDECEMBER 2008
NONE
2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENTWHICHEVER IS GREATER.
BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FORLONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
TYPE 3 UTILITY TRENCH PATCH#
NTS
FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DELETE LOADTRANSFER DOWELS.
REFER TO NOTE 13 ON VA STANDARD DETAIL 32 12 16-04 "UTILITY
TRENCH PAVEMENT PATCH NOTES".
4'-0" MAX.
[1219mm]
1'-0" MAX.
[305mm]
1'-0" MAX.
[305mm]
TRENCH
BACKFILL
CLASS S CONCRETE
f'c=3000 PSI
[20.7 MPa]
ASPHALTIC CONCRETE
SAW CUT EXISTING.
ASPHALT FULL DEPTH
BOTH SIDES
TACK COAT (TYP.)
EXISTING
PAVEMENT (TYP)
VARIEST/2
T
EXISTING
ASPHALT
CONCRETE
PAVEMENT (TYP)
1'-0" MAX.
[305mm]
1'-0" MAX.
[305mm]
1'-0" MAX.
[305mm]
1'-0" MAX.
[305mm]
6"-14"
[150-355mm]
LOAD TRANSFER DOWELS.
REFER TO VA STANDARD
DETAIL 32 12 16-04
FOR PLACEMENT DETAILS
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / TYPE 3 UTILITY TRENCH PATCH
SD321216-03.DWGDECEMBER 2008
NONE
GENERAL NOTES
1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE INACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.
2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE ANDSHALL BE PER SECTION XXX.
3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION XXX.
4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2TRENCHES.
5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX.
6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION XXX.
7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION XXX.
8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
XXX FOR THE TYPE SPECIFIED.
9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THEREQUIREMENTS OF SECTION XXX FOR THE TYPE SPECIFIED.
10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL
BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX.
DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS:
PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING
6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm]
11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE
ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm].TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCPLESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm]THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER.
12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TOACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE ANCHORED
WITH AN APPROVED HIGH VISCOSITY EPOXY.
13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS
LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THEEXISTING CONCRETE TO THE JOINT.
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / UTILITY TRENCH PATCH NOTES
SD321216-04.DWGDECEMBER 2008
NONE
9' MIN.
9' MIN.
5'
8' MIN.
8' MIN.
[2743mm]
[2743mm]
[2438mm]
[2438mm]
1.
2.
3.
ACCESSIBILITY SIGNS
WALK
4" [102mm] PAINTED
DIAGONAL LINES
[1524mm]
5'
[1524mm]
5'
[1524mm]
SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS.
SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE
SPACE QUANTITIES AND SIGNAGE.
ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5'
[1524mm] ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.
NOTE:
PARKING STALL LAYOUT
#NTS
REGULAR SPACES
ACCESSIBLE SPACES
18' MIN.-20' MAX.
[5486mm MIN.-6096mm MAX.]
1'
COMBINATION CURB &
GUTTER/WHEEL STOPPER DETAIL 02577-2
ACCESSIBILITY SYMBOL
[305mm]
4" [102mm] PAINTED
PARKING STALL LINES
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / PARKING STALL LAYOUT
SD321723-01.DWGDECEMBER 2008
NONE
SIDEWALK
PLAN
LC
SECTION A
SECTION B
LC
[2438mm]
8'
[1524mm]
5'
[6096mm]
6' [1829mm]
B
AA
4' [1219mm]
5'
[1524mm]
1'
[305mm]
3'
[914mm]
TOP OF
CURB
GUTTER
[152mm]
6"
PAVEMENT
WALK FLUSH
WITH CURB
1/2" [13mm]
EXPANSION
JOINT
#COMBINATION CURB-WHEEL STOP
NTS
B
A
TOP OF
CURB
20'
[1524mm]
5'
CURB & GUTTER
4" [102mm]
PAINTED DIAGONAL
LINES LC
1' [305mm]
CROSS SLOPE
OF GUTTER
SAME AS
PAVEMENT
2' MODIFIED
CURB &
GUTTER
6"
[152mm]
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / COMBINATION CURB-WHEEL STOP
SD321723-02.DWGDECEMBER 2008
NONE
#WITH TYPICAL PIPING
NTS
CONCRETE STEAM MANHOLE
CONDUIT VENT
[51mm]
1" [25mm] VENT
CARRIER PIPE
(STEAM)
CONDUIT CASING
(TYPICAL)
DRIP POCKET
(SEE DETAIL)
SUMP-18"x18"x18"
[457x457x457mm]
SUMP
PIPE HANGER
PIPE HANGER
GRADE
WARM-UP BYPASS
GRAB IRONS
CARRIER PIPE
(CONDENSATE)
CARRIER PIPE (STEAM)
PLAN VIEW
SECTION
CONDUIT CASING
(TYPICAL)
2"
2"
[51mm]MAX.
12"
[305mm]
6'-6"
[1981mm]
6"
[152mm]HOLD
GRAB IRONS
DRAIN-PLUGGED
12"
[305mm]HOLD
18"
[457mm]
2"
[51mm]
NOTES:
1.
2.
3.
4.
DIMENSIONS ARE MINIMUM UNLESS OTHERWISE NOTED.
PROVIDE STRUCTURAL DESIGN SUITABLE FOR SITE LOCATION.
FOR ADDITIONAL MANHOLE DETAILS INCLUDING STRUCTURE, VENTILATION,
AND DRAINAGE CONSULT ARMY TECHNICAL MANUAL, TM-5-810-7.
MINIMUM FLOOR SPACE 6'x6' [1829x1829mm].
SCALE :
CAD DETAIL NO.:
DATE ISSUED:
DETA
IL T
ITLE
/CONCRETE STEAM MANHOLE WITH TYPICAL PIPING
SD336300-01.DWG
DECEMBER 2008
NONE
