SITE ABBREVIATIONS
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
BLVD
BM
BN
BRG
BSTR
BV
BUILT
DETAIL TITLE
/ SITE
ABBREVIATIONS
BOULEVARD
BEAM OR BENCHMARK
SCALE : BULLNOSE
NONE
BEARING
DATE ISSUED: DECEMBER 2008
BOOSTER
BALL VALVE
CAD DETAIL NO.:
SD320000-01.DWG
BITUM
BITUMINOUS
BKGD
BACKGROUND
BL
SITE BASE
ABBREVIATIONS
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
CHW
CIRCULATING HOT WATER CHILLED
WATER
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
CIR
CJ
CAST-IN-PLACE
OR CAST IRON PIPE
DETAIL TITLE
/ SITE ABBREVIATIONS
CIRCLE
CONSTRUCTION JOINT OR CONTROL
SCALE : NONE
JOINT
CL
CLASS
CLL
CENTER LINE, CLASS, OR CLOSE
DATE ISSUED: DECEMBER 2008
CLASSIFICATION
CONTRACT LIMIT LINE
CAD DETAIL NO.:
SD320000-02.DWG
CHWRP
CHILLED WATER RECIRCULATING
PUMP
CHWS
SITE CHILLED
ABBREVIATIONS
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 CLOSE
CLASS
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 CUTOUT
COL
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
COV PL
COVER PLATE
CP
CONCRETE PIPE OR CONTROL PANEL
CPLG
COUPLING
CPM
CRITICAL PATH METHOD
CRCMF
CIRCUMFERENCE
CRN
CRP
CRSI
CROWN
DETAIL TITLE
/ SITE ABBREVIATIONS
CONDENSATE
RETURN PUMP
CONCRETE REINFORCING STEEL
INSTITUTE
CRT YD
CSB
CSI
SCALE : NONE
COURTYARD
CONCRETE
DATE ISSUED:
DECEMBERSPLASH
2008
BLOCK
CAD DETAIL
CONSTRUCTION SPECIFICATIONS
NO.:
SD320000-03.DWG
CP
CONCRETE PIPE OR CONTROL PANEL
CPLG
COUPLING
CPM
SITE CRITICAL
ABBREVIATIONS
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 COOLING
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
TOWER RETURN
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
DIAG
DIFF
DIM
DIP
DIR
DIST
DIAGONAL
DIAGRAM
DETAIL TITLE
/ SITE ABBREVIATIONS
DIAGRAM DIAGONAL
DIFFERENCE OR DIFFERENTIAL
SCALE : DIMENSION
NONE
DUCTILE IRON PIPE
DATE ISSUED: DECEMBER 2008
DIRECTION
DISTANCE
CAD DETAIL NO.:
SD320000-04.DWG
DET
DETAIL
DEV
DEVELOPMENT
DHW
SITE DOMESTIC
ABBREVIATIONS
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
EW
EXCL
EXIST
EXP
EXST GR
EXT
ESTIMATE
DETAIL TITLE
/ SITE
ABBREVIATIONS
EACH WAY
EXCLUDE
SCALE : EXISTING
NONE
EXPANSION
DATE ISSUED: DECEMBER 2008
EXISTING GRADE
EXTERIOR
CAD DETAIL NO.:
SD320000-05.DWG
EQUIP
EQUIPMENT
EQUIV
EQUIVALENT
ERD
SITE EXISTING
ABBREVIATIONS
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
F
FAHRENHEIT FEMALE; FIRE LINE
FEMALE FAHRENHEIT; FIRE LINE
F
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
GAL
GC
GCO
GDR
GEN
GAGE/ SITE
DETAIL TITLE
ABBREVIATIONS
GALLON
GENERAL CONTRACTOR
SCALE : NONE
GRADE CLEANOUT
GUARD RAIL
DATE ISSUED: DECEMBER 2008
GENERATOR
CAD DETAIL NO.:
SD320000-06.DWG
FTG
FOOTING
FW
FLOOD WALL
SITE ABBREVIATIONS
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
DETAIL TITLE
/ SITE
HYDR
ID
ABBREVIATIONS
HYDRAULIC
SCALE : INSIDE
NONE
DIAMETER OR INSIDE
DIMENSION
IMH
INCL
DATE ISSUED: DECEMBER 2008
INLET MANHOLE
INCLUDED
CAD DETAIL NO.:
SD320000-07.DWG
HWL
HOT WATER LINE
HWR
HOT WATER RETURN
HWS
SITE HOT
ABBREVIATIONS
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
MAX
MAXIMUM
MB
MAIL BOX
SYSTEM
MED
MEMO
MEDIUM
DETAIL TITLE
/ SITE
ABBREVIATIONS
MEMORANDUM
MER
MERIDIAN
MFD
SCALE : MANUFACTURED
NONE
MFG
MGT
MH
MANUFACTURING
DATE ISSUED: DECEMBER 2008
MANAGEMENT
MANHOLE
CAD DETAIL NO.:
SD320000-08.DWG
MATL
MATERIAL
MATV
MASTER ANTENNA TELEVISION
SITE SYSTEM
ABBREVIATIONS
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
PCA
PCC
PCCP
PCT
PED
POINT
OFABBREVIATIONS
CURVE
DETAIL TITLE
/ SITE
PORTLAND CEMENT ASSOCIATION
PRECAST CONCRETE
SCALE : NONE
CONCRETE PAVEMENT
PERCENT
DATE ISSUED: DECEMBER 2008
PEDESTAL
CAD DETAIL NO.:
SD320000-09.DWG
P
PUMP
PA
PIPE ANCHOR
PAR
SITE PARALLEL
ABBREVIATIONS
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
DETAIL TITLE
/ SITE ABBREVIATIONS
PS CONC
PSI
PSL
PT
PT CONC
PRESTRESSED CONCRETE
POUNDS PER SQUARE INCH
SCALE : NONE
PIPE SLEEVE
POST TENSIONED
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
POST-TENSIONED CONCRETE
SD320000-10.DWG
PREV
PREVIOUS
PRKG
PARKING
PROJ
SITE PROJECT
ABBREVIATIONS
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
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
VALVE
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
DETAIL TITLE / SITE
SAMP
SAN
SB
SCHED
SCP
ABBREVIATIONS
SAMPLE
SANITARY
SCALE : NONE
SPLASH BLOCK
SCHEDULE
DATE ISSUED: DECEMBER 2008
SCUPPER
CAD DETAIL NO.:
SD320000-11.DWG
RT
RIGHT
RV
RELIEF VALVE
RW
SITE ROADWAY
ABBREVIATIONS
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
SUCT
SUPT
SURF
SURV
SUTK
STEAM
DETAIL TITLE
/ SITE
ABBREVIATIONS
SUCTION
SUPPORT
SCALE : NONE
SURFACE
SURVEY
DATE ISSUED: DECEMBER 2008
SUMP TANK
CAD DETAIL NO.:
SD320000-12.DWG
ST
STREET
ST W
STORM WATER
STA
SITE STATION
ABBREVIATIONS
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
DETAIL TITLE / SITE
UFC
UGND
UNFIN
UNPV RD
UON
ABBREVIATIONS
UNIFORM FIRE CODE
UNDERGROUND
SCALE : NONE
UNFINISH
UNPAVED ROAD
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
UNLESS OTHERWISE NOTED
SD320000-13.DWG
TP
TELEPHONE POLE
TR
TOP OF RIM
TWR
SITE TREATED
ABBREVIATIONS
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/
W/O
WITH
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
DETAIL TITLE / SITE
ABBREVIATIONS
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320000-14.DWG
SITE SYMBOLS - GENERAL
BENCHMARK
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
D2
A-512
A
DIMENSION (CIVIL ONLY)
PLAN
SCALE
0
50'
100'
200'
DRAWING BLOCK TITLE WITH GRAPHIC
SCALE (SHOWN HALF ACTUAL SIZE)
A
ELEVATION INDICATOR
C201
11
22
MATCHLINE
SEE XX/XXX
1
IDENTIFICATION DEVICE INDICATOR
KEYNOTE INDICATOR
FEATURES ABOVE LINE INDICATOR
REVISION INDICATOR (SHOWN WITH CLOUD)
DETAIL TITLE / ELECTRICAL
SYMBOLS - GENERAL
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320000-15.DWG
SITE SYMBOLS - CONCRETE/MASONRY
CONCRETE SECTION
CONCRETE PLAN
SITE SYMBOLS - METALS
WELD, BASIC BACK, ARROW SIDE
WELD, BASIC FILLET, ARROW SIDE
WELD, BASIC FILLET, BOTH SIDES
WELD, SUPPLEMENTARY, ALL AROUND
GRATING, PLAN
GRATING, SECTION
CHECKER PLATE, PLAN
SITE SYMBOLS - EARTHWORK
EARTH, CRUSHED ROCK GRAVEL
EARTH, UNDISTURBED
EARTHWORK, COMPACTED FILL
SAND
EARTHWORK, GRAVEL, POROUS FILL
EROSION AND SEDIMENTATION CONTROL,
FILTRATION BED
RIPRAP
DETAIL TITLE / ELECTRICAL SYMBOLS - CONCRETE/MASONARY, METALS,
AND EARTHWORK
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320000-16.DWG
ERAL
/MASONRY
SITE SYMBOLS - UTILITIES
WATER VALVE
D
DRAIN LINE
CI
PIPE LINE, CAST IRON
DI
PIPE LINE, DUCTILE IRON
SD
DRAIN LINE, STORM (ABOVE FLOOR)
SD
DRAIN LINE, STORM (BELOW FLOOR)
PIPE LINE, REINFORCED CONCRETE
RCP
A
COMPRESSED AIR LINE
G
GAS LINE
PIPING, SCREWED GATE VALVE
BOILER BLOW DOWN LINE
BBD
CONDENSATE LINE
C
ST
DRAIN LINE, CONDENSATE
CR
RETURN LINE, CONDENSER WATER
RETURN LINE, HIGH PRESSURE CONDENSATE
HPC
HTWR
RETURN LINE, HIGH TEMPERATURE HOT WATER
HPS
SUPPLY LINE, HIGH PRESSURE STEAM
HWS
SUPPLY LINE, LOW TEMPERATURE HOT WATER
PIPING, PUMP
CW
P
POWER LINE
CATV
CABLE TELEVISION LINE
CCTV
CLOSED CIRCUIT TELEVISION LINE
FO
FIBEROPTICS LINE
DETAIL TITLE / ELECTRICAL
SYMBOLS - UTILITIES
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320000-17.DWG
ERAL
SITE SYMBOLS - UTILITIES
T
TELEPHONE LINE
W
UTILITY, WATER MANHOLE
CW
WATER LINE, COLD
HW
WATER LINE, HOT
ALS
HYDRANT, FIRE
FH
HYDRANT PAN, FIRE
UTILITY, UTILITY POLE
S
UTILITY, SANITARY MANHOLE
SS
WASTE LINE, SANITARY SOIL (ABOVE FLOOR)
CO
UTILITY, SANITARY CLEANOUT
ELECTRICAL, GUY WIRE
E
UTILITY, ELECTRICAL MANHOLE
HWORK
DETAIL TITLE / ELECTRICAL
SYMBOLS - UTILITIES
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320000-18.DWG
LEVEL AREA
5' MIN.
[1524mm]
HANDRAIL
LEVEL AREA
B
1'
[305mm]
(TYP.)
[1219mm]
[102mm]
[102mm]
4" MIN. W/RAIL [102mm]
(TYP.)
4"
4'
4 1/2"
[114mm]
8" MIN. W/RAIL [203mm]
R
2"
1/ m]
3m
[1
NOTE:
1/2" BEVEL [13mm]
(TYP.)
2%MAX.
SLOPE
COMPACTED
6"x6"xMW19xMW19
SUBGRADE
[152mmx152mmxMW19xMW19]
1.
RAMP IS REQUIRED WHERE THE WALK EXCEEDS 3%.
2.
IF A RAMP RUN HAS A RISE GREATER THAN 6" [152mm] OR A HORIZONTAL
PROJECTION GREATER THAN 72" [1829mm], THEN IT SHALL HAVE HANDRAILS
ON BOTH SIDES.
3.
MAXIMUM SLOPE OF RAMP SHALL NOT EXCEED 8.33%.
4.
SEE ARCHITECTURAL STANDARDS FOR HANDRAIL DETAILS.
5.
PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT.
6.
REFER TO PG-18-13 INDEX.
TRAVERSE SECTION B
#
RAMP FOR DISABLED PERSONS
NTS
SCALE : NONE
HANDRAIL
-
DETAIL TITLE / RAMP
A
FOR DISABLED PERSONS
-
LONGITUDINAL SECTION A
4"
SD320523-01.DWG
MAX AT 1:20.
[10668mm]
CAD DETAIL NO.:
35'
DATE ISSUED: DECEMBER 2008
5' MIN.
[1524mm]
DETAIL TITLE / CURB
RAMP
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-02.DWG
#
WALK
CONCRETE
WITH GUTTER
RAMP FLUSH
PE
SLO
PLAN
[1219mm]
4'
[1829mm]
NTS
CURB RAMP
[1829mm]
6'
MAX.
MAX.
6'
1:12
1:12
A
A
SECTION A
.
AX
2 M
1:1
[1981mm]
6'-6"
4"
[1829mm]
6'
MAX.
PLAN
A
A
[1219mm]
4'
[1829mm]
6'
MAX.
1:12
CONCRETE WALK
1:12
CURB & GUTTER
WALK
CONCRETE
JOINT
EXPANSION
[102mm]
&
GUTTER
CURB
JOINT
EXPANSION
2'
[610mm]
4"
mm R
]
10"R
[254mm]
10"
[356mm]
14"
[6
[254mm]
1/
NOTE: CROSS SLOPE OF GUTTER
SAME AS PAVEMENT.
#
MOUNTABLE CONCRETE CURB AND GUTTER
NTS
DETAIL TITLE / MOUNTABLE
CONCRETE CURB AND GUTTER
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-03.DWG
4'-6"
CONCRETE FILLED
3"∅x5'-0"
[1372mm]
STANDARD PIPE
POST BARRICADE
[102mm]
4"
4"
5"∅x7'-0"
[127∅x2134mm]
[102mm]
[102mm]
[102mm]
4"
4"
[1067mm]
3'-6"
5' O.C.[1.5m]
[76∅x1524mm]
STANDARD PIPE
POST BARRICADE
UTILITY CONCRETE
PER VA
[762mm]
2'-6"
[762mm]
1'-6"
CONCRETE FILLED.
12"
[229mm]
[305mm]
TYPE "A"
TYPE "B"
3"
9"
[76mm]
[76mm]
3"
SPECIFICATIONS
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 VA
SPECIFICATIONS AND STRIPES CONSISTING OF 4" [102mm] BANDS OF
YELLOW 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.
#
CONCRETE POST BARRICADES
NTS
DETAIL TITLE / CONCRETE
POST BARRICADES
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-04.DWG
VA STANDARD DETAIL
32 05 23-06 "REMOVABLE
POST BARRICADE - STRAP
2"x1 1/2"x1/4"
DETAIL" FOR ADDITIONAL
STRAP
[50x40x6mm]
1/2"x1" HEX BOLT
[13x25mm] 2 WASHERS,
2'-6" [762mm]
TYPE "B"
1'-6" [457mm]
TYPE "A"
TYPE "B"
3'-0" [914mm]
2'-0" [610mm]
TYPE "A"
INFORMATION
NUT.
3 1/2"x1 1/2"x1/4"
[90x40x6mm]
UTILITY CONCRETE PER
VA SPECIFICATIONS
REFER TO VA STANDAD DETAIL
32 02 23-04 "CONCRETE
POST BARRICADES" FOR
FOOTING DIMENSIONS
STANDARD PIPE SLEEVE
4"∅x2' [100x610mm]
6"∅x3' [150x915mm]
(TYPE "A")
(TYPE "B")
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.
REFER TO VA STANDAD DETAIL 32 02 23-04 "CONCRETE POST
3.
BARRICADES" FOR POST DETAILS.
#
REMOVABLE POST BARRICADE
NTS
DETAIL TITLE / REMOVABLE
POST BARRICADE
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-05.DWG
DIMENSION TYP.
EACH SIDE
2"
[51mm]
[38mm]
3/4"
UTILITY CONCRETE PER
1 1/2"
[19mm]
POST BARRICADE
[19mm]
STANDARD PIPE
3/4"
1/4"
[6mm]
2"x1 1/2"x1/4"
[50x38x6mm] STRAP
[19mm]
3/4"
VA SPECIFICATIONS
5/8" [16mm] HOLES
NOTE:
STANDARD PIPE SLEEVE
REFER TO VA STANDARD
DETAILS 32 05 23-04
"CONCRETE POST BARRICADES"
AND 32 05 23-05
"REMOVABLE POST BARRACADE"
1 1/2"
FOR ADDITIONAL INFORMATION.
[38mm]
1 1/2"
[38mm]
[51mm]
3/4"
UTILITY CONCRETE PER
2"
[19mm]
STANDARD PIPE
POST BARRICADE
[19mm]
3/4"
VA SPECIFICATIONS
5/8" [16mm] HOLES
1/4"
[6mm]
STANDARD PIPE SLEEVE
#
3 1/2"x1 1/2"x1/4"
[90x38x6mm] STRAP
REMOVABLE POST BARRICADE - STRAP DETAIL
NTS
DETAIL TITLE / REMOVABLE
POST BARRICADE - STRAP DETAIL
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-06.DWG
SD320523-07.DWG
[150mm]
[150mm]
[150mm]
TOOLED EDGES
BOTH SIDES, 1/8"
[3mm] RADIUS
6"
[25mm]
1" MIN.
1/8" [3mm] RADIUS
2% MIN. SLOPE
3/8" [10mm]
PREFORMED
4"
BITUMINOUS JOINT
4"
FILLER (TYP)
6"x6"x3/8" [150x150x10mm] STEEL
TUBE (A36) WITH 1/2" [13mm] ∅
STUDS AT 24" [610mm] O.C.
STANDARD CURB SECTION
SECTION A-A
SECTION B-B
3/8" [10mm] PREFORMED
BITUMINOUS JOINT FILLER
GUTTER
6"x6" [150x150mm]
STEEL TUBE (A36).
P
L
NOTE:
1.
AND DISPOSED OF AS PART OF SIDEWALK
TO BE FLUSH WITH
B
SUCPPER INSTALLATION.
ADJACENT SIDEWALK
A
A
EXISTING CURB AND/OR SIDEWALK SHALL
BE SAWCUT TO ITS FULL DEPTH, REMOVED
TOP OF STEEL TUBE
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
B
CONCRETE "SADDLE"
P
L
SIDEWALK
PER PLANS
CURB
VARIES
PLAN
#
SIDEWALK SCUPPER - TYPE 1
NTS
PER VA SPECIFICATION.
CAD DETAIL NO.:
6"
DATE ISSUED: DECEMBER 2008
6"
SCALE : NONE
ROUND CONCRETE EDGES,
6"
SCUPPER - TYPE 1
CONTINUOUS
DETAIL TITLE / SIDEWALK
#4 [No. 13] BAR
[100mm] [150mm]
STEEL TUBE MUST BE
FLUSH OR SET BACK.
FLOWLINE
'H'
STEEL DIAMOND PLATE
SD320523-08.DWG
[50mm]
[760mm]
[50mm]
SLOPE PER PLANS
SLOPE PER PLANS
CLASS "B"
SEE NOTE 3
SEE DETAIL
BELOW
CONCRETE
CAD DETAIL NO.:
2"
[100mm]
2'-6" MAX.
GUTTER
(NOTE 4)
[150mm]
6"
2"
4"
'A'
VARIES
PAVEMENT
SERVICE
(8 EACH MIN. PER SIDE)
'B' (SEE NOTE 2)
NOTES:
SECTION B-B
6"
[150mm]
1.
(
) INDICATES DIRECTION OF FLOW.
2.
DIMENSION 'B' EQUALS 'A'+1' [305mm].
3.
1/2" [13mm] THICK STEEL DIAMOND PLATE
ASTM A-36. STEEL DIAMOND PLATE SHALL BE
CARRY PLATE
TO TOP FRONT
FACE OF CURB
B
18"(TYP)
[455mm]
GIVEN ONE SHOP COAT OF PAINT NO.1 PER
VA SPECIFICATIONS. EXPOSED METAL SHALL BE
BARRACADE
5 PER VA SPECIFICATIONS.
[3mm]
4.
(6 EACH SIDE MIN.)
'H' EQUALS CURB FACE HEIGHT.
DIMENSION
TO BE NOTED ON PLANS OR ESTABLISHED IN
THE FIELD.
A
1'(TYP)
[305mm]
A
ASTM A-36
1/8"
RAILING
CURB
DIAMOND PLATE
STAINLESS STEEL
CAPSCREW COUNTERSUNK
DEPRESSED
STEEL
3/8" [10mm] FLATHEAD
P
L
PAINTED WITH TWO COATS OF SSPC PAINT NO.
5.
L 2"x2"x1/4"
[50x50x6mm]
FOR CURB AND GUTTER, USE 2' [610mm]
TRANSITIONS TO VERTICAL CURB.
6.
TYP. BOTH SIDES
FOR MULTIPLE SCUPPERS PROVIDE 4"
[100mm] BETWEEN ADJACENT PANELS OF
STEEL DIAMOND PLATE. INTERMEDIATE POSTS
CURB
B
EXPANSION
JOINT
SIDEWALK
1' MIN.
PER PLANS
[305mm]
FOR BARRICADE RAILINGS SHALL BE PLACED
#4 [No. 13] REBAR,
4" [100mm] LONG
P
L
MIDWAY IN 4" [100mm] AREA BETWEEN
3/16"
[5mm]
3 EACH SIDE MIN.
ADJACENT PANELS.
7.
STEEL DIAMOND PLATE SHALL BE DELIVERED
AS ONE PIECE, CONFORMING TO THE
REQUIRED SCUPPER DIMENSIONS. PLATES
VARIES
SHALL NOT BE SPLICED.
PLAN
DETAIL
#
SIDEWALK SCUPPER - TYPE 2
NTS
8.
PROVIDE A MIN. 1" [25mm] LIP BETWEEN
FLOW LINE OF SCUPPER AND PAVEMENT
SURFACE.
DATE ISSUED: DECEMBER 2008
CAP SCREW COUNTERSINK
[100mm]
SCALE : NONE
SECTION A-A
FLATHEAD STAINLESS STEEL
[255mm]
[100mm]
STANDARD CURB CROSS SECTION BELOW PAVEMENT
3/8" [10mm]
4"
SCUPPER - TYPE 2
4"
SCUPPER FOUNDATION SHALL CONFORM TO
10"
DETAIL TITLE / SIDEWALK
CONCRETE
[100mm]
1/4" [6mm] R
JOINT (TYP)
4"
CLASS "B"
NOTE 8
[100mm]
4"
EXPANSION
TOP OF CURB
[150mm]
1'-9"
1'-9"
[535mm]
[535mm]
NOTES:
1.
PLANS. SCUPPER GRADE MAY
BE MODIFIED TO ALLOW FOR
GUTTER LINE
DEPRESSION LINE
2"
RIGHT-OF-WAY INTO ROADWAY.
[50mm]
8" MIN.
[150mm]
6"
[150mm]
6"
EXPANSION JOINT
[205mm]
[205mm]
8"
RUNOFF TO FLOW FROM
SPILLWAY
1/2" [13mm]
2.
SECTION A-A
THAN 4' [1219mm] OR IF
MORE THAN ONE SCUPPER IS
BUILT IN SERIES.
6"
[610mm] [535mm]
EXPANSION
[150mm]
6"
6"
[150mm]
1'-9"
1'
2'
D
[305mm]
P
L
P
L
D
TYPE PREFORMED EXPANSION
JOINT FILLER PER VA
#4 [No. 13] DOWEL REINF.
CONCRETE
SPECIFICATIONS.
BARS - ALL WALLS 8"
[205mm] C. TO C.
4.
f'c=3,000 psi [20.7 MPa]
6" [150mm]
SEE NOTE 2
4' [1219mm]
[150mm]
OR AS NOTED ON PLAN
JOINT (TYP)
6"
[150mm]
6"
CURB OPENING 4' [1219mm]
[150mm]
OR AS NOTED ON PLANS
PLAN
SIDEWALK SCUPPER - TYPE 3
NTS
[16mm]
1"
SECTION D-D
#
[150mm]
BACK SIDE OF SCUPPER
A
#4 [No. 13] REINF. BARS
8" [205mm] C. TO C.
6"
TOP OF SIDEWALK AT
VARIES
[610mm]
B
SIDEWALK
B
PER PLANS
DOWELS
2'
C
VARIES
SECTION C-C
C
CONCRETE SHALL BE CLASS 'S',
DETAIL TITLE / SIDEWALK
2" CL
TO PROPERTY LINE
[150mm]
VARIES
CONCRETE CHANNEL
A
6" MIN.
SEE NOTE 1
1/2" [13mm]
CLASS "B"
[100mm]
4"
1/2"x3"x4"
[13x75x100mm]
#4 [No. 13] REINF. BARS
8" [205mm] C. TO C.
EXPANSION JOINT FILLER SHALL
BE 1/2" [13mm] BITUMINOUS
SECTION B-B
[50mm]
WELDED TO
A CENTER WALL SHALL BE
INSTALLED IN SCUPPERS WIDER
3.
ANCHOR BAR
TRANSITION TO SPILLWAY/
CHANNEL AS PER APPROVED
SEE NOTE 1
3.5% SLOPE
SD320523-09.DWG
[150mm]
CAD DETAIL NO.:
CURB FACE
6"
DATE ISSUED: DECEMBER 2008
6" [150mm]
WIDTH AS
NOTED ON PLAN
SCALE : NONE
2% SLOPE
6"
SCUPPER - TYPE 3
4"
[150mm]
[100mm]
SIDEWALK WIDTH + 1' [305mm]
6"
SEE PLANS
CONTROL POINT
SIDEWALK
LANDING RAMP AREA TO BE STANDARD ON ALL PROJECTS. TYPE 2 CURB WITH 6"
4.
#
NTS
ACCESS RAMP
DATE ISSUED: DECEMBER 2008
SCALE : NONE
DETAIL TITLE / CURB
CURB ACCESS RAMP
ORDER TO RESTRICT VEHICULAR TRAFFIC.
CAD DETAIL NO.:
[152mm] REVEAL OR BARRICADE RAILING REQUIRED ONLY WHEN NOTED ON THE PLANS IN
AND ADA REQUIREMENTS.
WHEN CURB HEIGHTS OF GREATER THAN 7" [180mm] ARE SHOWN ON PLANS, SEE PLANS
3.
REQUIREMENTS.
GUTTER AND ARE LOCATED RADIALLY. GUTTER = 0"
SEE STANDARD VA DETAIL 32 05 23-18 "CONCRETE SIDEWALK" FOR JOINT
VEHICULAR TRAFFIC.
ORDER TO RESTRICT
NOTED ON THE PLANS IN
REQUIRED ONLY WHEN
BARRICADE"
2.
SECTION A-A
[1.2m]
4'
"CONCRETE POST
STD. DETAIL 32 05 23-04
BARRICADE RAILING PER
AND TERMINAT SECTION" OR
"CONCRETE VERTICLE CURB
VA DETAIL 32 05 23-17
[152mm] PER STANDARD
TYPE 2 CURB, H=6"
m]
TOP OF CURB (TC) AND TOP OF RAMP ELEVATIONS SHOWN ARE IN RELATION TO THE
[760mm]
2'-6"
[609mm]
2'
4' MIN. [1.2m]
SIDEWALK WIDTH PER PLANS
0m
2'
6 6"
1.
NOTE:
STRIP
DETECTABLE WARNING
MP
RA
6'-6" [2m] SIDEWALK RAMP WIDTH
VARIES
PLAN
OF
[7
m
60
m]
TRUNCATED DOME
ROADWAY WIDTH
MAXIMUM SLOPE = 2%
(1% (TYP.)) *
CROSS SLOPE
TS
MI
[2
.
]
4m
TC=1/2" [13mm]
TC=7" [180mm]
MAY VARY SEE PLANS
DIMENSIONS
GUTTER AND SIDEWALK.
EXISTING
"
LI
8
"
0
'-
A
TRANSITION TO MATCH
EXIST. CURB AND
6
TC=1/2" [13mm]
TC=7" [180mm]
GUTTER
CURB AND
A
[7
2
-
*
RAMP=
7 5/8" [195mm]
TOP OF
PER PLANS
3" [75mm]
TOP OF RAMP=
3 1/2" [90mm]
TOP OF RAMP=
RADIUS
WARNING STRIP
DETECTABLE
TRUNCATED DOMES
3" [75 mm]
RAMP=
"
TOP OF
]
4m
[2
.
SIDEWALK RAMP
PER
PLANS
ROADWAY
WIDTH
-0
8'
'
SD320523-10.DWG
RAMP CURB HEIGHT TO
MATCH ADJACENT BACK OF
RAMP CURB
SIDEWALK ELEVATION
ROUGH BROOM
FINISH
USE RIPPLE PATTERN
ROUGH BROOM FINISH
USE RIPPLE PATTERN
PERSPECTIVE
2'-6"
2'-6"
[760mm]
[760mm]
8'-0"
8'-0"
[2.4m]
[2.4m]
ELEVATION
DEPRESSED CURBE AT SIDEWALK RAMP
2' R
[609mm]
1/2" [13mm]
SIDEWALK RAMP
GUTTER
1/4" R
[6mm]
MATCH GUTTER
FLOW LINE
TC=0"
TRUNCATED DOME
(TYP) DETECTABLE
WARNING STRIP
TRUNCATED DOME DETAIL
#
CURB ACCESS RAMP
NTS
DETAIL TITLE / CURB
ACCESS RAMP
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-11.DWG
TRUNCATED DOMES
WARNING STRIP
DETECTABLE
VARIES
#
[1.2m]
[760mm]
SECTION A-A
4'
2'-6"
[609mm]
2'
PLANS 4' MIN. [1.2m]
SIDEWALK WIDTH PER
6'-6" [2m] SIDEWALK RAMP WIDTH
VARIES
O
F
M
A
R
S
P
IE
TRANSITION TO MATCH
DIMENSIONS
TRAFFIC.
TO RESTRICT VEHICULAR
NOTED ON PLANS IN ORDER
REQUIRED ONLY WHEN
POST BARRICADE"
32 05 23-04 "CONCRETE
STANDARD VA DETAIL
BARRICADE RAILING PER
AND TERMINAL SECTION" OR
"CONCRETE VERTICLE CURB
VA DETAIL 32 05 23-17
TYPE 2 CURB, H=6"
FOR RAMP SURFACE FINISH.
REFER TO SHEET 3 OF 5
ADA REQUIREMENTS.
PLANS, SEE PLANS AND
[180mm] ARE SHOWN ON
GREATER THAN 7"
WHEN CURB HEIGHTS OF
REQUIREMENTS.
SIDEWALK" FOR JOINT
32 05 23-18 "CONCRETE
SEE STANDARD VA DETAIL
= 0"
LOCATED RADIALLY. GUTTER
TO THE GUTTER AND ARE
SHOWN ARE IN RELATION
TOP OF RAMP ELEVATIONS
TOP OF CURB (TC) AND
[150mm] PER STANDARD
4.
3.
2.
1.
NOTE:
[760mm]
2'-6"
*
*
MAXIMUM SLOPE = 2%
(1%. (TYP.))
CROSS SLOPE
TC=1/2" [13mm]
TC=7" [760mm]
RAMP=3" [75mm]
TOP OF
MAY VARY SEE PLANS
EXISTING
GUTTER AND SIDEWALK.
EXIST. CURB AND
NTS
CAD DETAIL NO.:
ACCESS RAMP LIMITED RIGHT-OF-WAY
DATE ISSUED: DECEMBER 2008
SCALE : NONE
DETAIL TITLE / CURB
CURB ACESS RAMP - LIMITED RIGHT-OF-WAY
WARNING STRIP
DETECTABLE
TRUNCATED DOMES
ROADWAY WIDTH
ELEVATION
[760mm]
[760mm]
I
M
I
L
S
T
A
DEPRESSED CURBE AT SIDEWALK RAMP
WARNING STRIP
DETECTABLE
VA
S
E
RI
VARIES
2'-6"
PLAN
TC=1/2" [13mm]
A
2'-6"
AND GUTTER
CURB
TC=7" [760mm]
RAMP= 7 5/8"
[195mm]
TOP OF
PER PLANS
RADIUS
[75mm]
TOP OF RAMP=3"
TRUNCATED DOMES
SIDEWALK
PER
TOP OF RAMP=3 1/2"
[90mm]
SEE PLANS
CONTROL POINT
SIDEWALK RAMP
PLANS
ROADWAY WIDTH
VA
R
SD320523-12.DWG
4' MIN.
<5'
[1219mm]
18"
SIDEWALK
[1524mm]
P
L
[455mm]
VARIES
12:1
1:50 (MAX)
(MAX)
TRUNCATED DOMES
DETECTIBLE
WARNING STRIP
2'
>5'
[1219mm]
18"
4' MIN.
[1524mm]
P
L
[455mm]
[609mm]
12:1
(MAX)
TRUNCATED DOMES
1:50 (MAX)
DETECTIBLE
WARNING STRIP
[455mm]
18"
CHORD
NOTE:
REFER TO VA STANDARD DETAIL
32 05 23-20 "TRUNCATED DOME
TACTILE - WARNING STRIP" FOR
ADDITIONAL INFORMATION.
#
CURB ACCESS RAMP ALTERNATIVES
NTS
DETAIL TITLE / CONCRETE
HEADER
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-13.DWG
4' MIN.
5'
[1219mm]
18"
SIDEWALK
[1524mm]
P
L
[455mm]
VARIES
12:1
1:50 (MAX)
(MAX)
TRUNCATED DOMES
DETECTIBLE
WARNING STRIP
2'
CROSSWALK
[609mm]
LOCATE CURB
ACCESS RAMP
TO ALIGN WITH
CROSSWALK
(MAX.)
12:1
[609mm]
2'
VARIES
SIDEWALK
TRUNCATED DOMES
DETECTIBLE
WARNING STRIP
6'
[1829mm]
OR
PER PLAN
CROSSWALK
#
CURB ACCESS RAMP ALTERNATIVES
NTS
DETAIL TITLE / CURB
ACCESS RAMP ALTERNATIVES
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-14.DWG
A
2%
2%
MAX
MAX
MAX.
12:1
MAX.
2%
MAX
[4420mm]
[914mm]
12:1
MATCH EXISTING GRADE AT R/W
14'-6" MAX.
SIDEWALK
PER PLANS
3' MIN.*
R/W
CURB
A
20'
VARIES
VARIES
[6096mm]
*
MAY BE REDUCED TO 1' [305mm] DUE TO R.O.W.
CONSTRAINTS. HOWEVER, IF DISTANCE BETWEEN
BACK OF CURB AND BACK OF SIDEWALK IS LESS
THAN 7' [2134mm], THE DISABLED SPACE SHALL
NOT BE DESIGNATED "VAN ACCESSIBLE".
1/4" [6mm] DEEP SCORED JOINTS
EVENLY SPACED (8' [2.4m] MAX.
SPACING)
1/2" [13mm] BITUMINOUS JOINT
FILLER.
WARP TO MATCH
NOTE:DEPRESSED CURB IN RAMP
AREA SHALL BE PLACED
TACTILE GROOVES. PLACE GROOVES IN CONC. 1"
MONOLITHIC WITH RAMP
[25mm] APART, 1/4" [6mm] WIDE, 1/8" [3mm]
TRUNCATED DOMES DETECTABLE
DEEP. GROOVES MAY BE SAWCUT OR TOOLED.
WARNING STRIP
TYPE 'A' POST BARRICADE PER VA STANDARD
DETAIL 32 05 23-04 "CONCRETE POST
6" [152mm] REVEAL VERTICAL
BARRICADE". FINISH WITH BLUE ENAMEL AND 4"
CURB PER VA STANDARD DETAIL
[100mm] WHITE REFLECTORIZED TAPE. THE
32 05 23-17 "CONCRETE CURB AND
ENGINEER SHALL APPROVE THE SHADE OF BLUE
TERMINAL SECTION" CURB MAY BE
ENAMEL PRIOR TO USE. FACE OF POST BARRICADE
ELIMINATED IN CENTER 4' [1219mm]
SHALL BE 2" [50mm] FROM EDGE OF CONCRETE.
[102mm]
4"
PLAN
IF APPROVED BY ENGINEER
SLOPE VARIES FROM
8:1 @ CURB TO
12:1 @ SIDEWALK
NOTE:
SEE VA STANDARD DETAIL
32 05 23-10 "CURB
ACCESS RAMP" FOR RAMP
CLASS "B"
SECTION A-A
CONCRETE
DETAIL AT GUTTER LINE.
VAN ACCESSIBLE CURB ACCESS RAMP
#
AT DISABLED PARKING STALLS
NTS
DETAIL TITLE / CURB
ACCESS RAMP - AT DISABLED PARKING STALLS
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-15.DWG
UNIMPROVED ROADWAY
IMPROVED ROADWAY
STANDARD CONCRETE
VERTICAL CURB TERMINAL
SECTION PER VA STANDARD
DETAIL 32 05 23-17
"CONCRETE VERTICLE CURB
GUTTER
TOP OF CURB
AND TERMINAL SECTION"
6"
[305mm]
12"
[150mm]
1/2" [13mm]
BITUMINOUS JOINT
FILLER
CONCRETE HEADER 6"x12"
[152x305mm] CLASS 'B' CONCRETE
FROM BACK OF CURB TO BACK OF
CURB
#
CONCRETE HEADER
NTS
DETAIL TITLE / CONCRETE
HEADER
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-16.DWG
TOP OF
CURB
(MAX.)
6 TO 1
PAVEMENT
SURFACE
[152mm]
6" MIN.
3/4" R.
[19mm]
1/2" [13mm]
DESIGN END OF CURB
BITUMINOUS
JOINT FILLER
CONCRETE CURB TERMINAL SECTION
NOTES:
ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.
1.
2.
MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15'
[4572mm].
1:4 CURB
ROADWAY
&
BATTER
PAVEMENT
3.
TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm]
6"
[152mm]
1/2" [13mm] THICK EXPANSION JOINTS SHALL BE
LOCATED AT TANGENT POINTS IN CURB RETURNS,
WIDTH
INTERVALS.
2" [51mm] R.
EXPANSION MATERIAL SHALL ALSO BE
PLACED BETWEEN CURBS AND ADJACENT STRUCTURES,
SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS.
"H"
NOTE 8
[406mm]
16"
NOTE 7
14"
[356mm]
THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE
FULL DEPTH OF THE CONCRETE.
4.
THE LENGTH OF THE CURB OR CURB AND GUTTER.
5.
H=DESIGN REVEAL
SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF
FORMS OR MAY BE SLIP FORMED.
9 1/2"
[241mm]
6.
NOTE 7
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
10"
THE APPLICABLE STANDARD DETAIL OR PROJECT
[254mm]
PLANS.
NOTE 8
CONCRETE VERTICAL CURB
#
CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL
FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG
7.
FOR REVEALS OF 6" [152mm] TO LESS THAN 8"
[203mm].
8.
FOR REVEALS OF 8" [203mm] TO 10" [254mm].
CONCRETE CURB AND TERMINAL SECTION
NTS
DETAIL TITLE / CONCRETE
CURB AND TERMINAL SECTION
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD320523-17.DWG
SD320523-18.DWG
CONCRETE
1/4" [6mm] BITUMINOUS
JOINT FILLER
TOP OF CURB
PLAN
NOTES:
EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB
1.
OR OTHER ADJACENT STRUCTURES.
EXPANSION AND SCORED JOINT DETAIL
VARIES
2.
0' MIN.
PER PLANS
PER
EXPANSION JOINT WITH
PLANS
CLASS "B"
ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT
LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.
10.5' MAX.
2% MAX.
1% MIN.
3.
1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'
[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.
[152mm]
1% MIN.
6" MIN.
[3200mm]
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 FOR
THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.
6.
2% MAX.
CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH
A FINE BRUSH IN A TRANSVERSE DIRECTION.
TYPICAL SECTION
7.
#
1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
CONCRETE SIDEWALK
NTS
SCALE : NONE
(TYP)
SIDEWALK
SEE NOTE 7
JOINTS
DETAIL TITLE / CONCRETE
DEEP SCORED
JOINTS ONLY
4" (TYP)
[102mm]
CONTRACTION JOINT.
1/4" [6mm]
EXPANSION JOINT TO EXPANSION JOINT
PER
1/4" [6mm] R.
(TYP.) FORMED
3/16"
[5mm]
SCORED OR SAWCUT
[18288mm]
EXPANSION JOINT TO EXPANSION JOINT
PLANS
[18288mm]
1" [25mm]
CAD DETAIL NO.:
60' MAX.
DATE ISSUED: DECEMBER 2008
60' MAX.
SD320523-19.DWG
MATERIALS:
1.
[300mm]
[63mm]
2 1/2"
12" SQUARE
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
AGREE WITH STD. CORNER RADII OF 5/32" [4mm] TO 1/64"
[.3mm].
2.
AREAS.
[100mm]
[305mm]
IN CONCRETE
4"
[673mm]
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.
2 1/4"x2 1/4"
[57x57mm]
ALL CONCRETE SHALL BE 2500 PSI.
NOTES:
1.
2'-9"
1 3/4"x1 3/4"
[40x40mm]
PERFORATED POST
2"x2" [50x50mm]
PERFORATED POST
[838mm]
PERFORATED POST
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
[152mm]
PAVED SURFACE.
6"
2'-2 1/2"
12"
MATERIAL TYP.
[826mm]
WELDING OR
EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO
EXPANSION
2'-8 1/2"
PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM
5.
BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3"
GALVANIZED.
6.
8" SQUARE
REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS
SHEET FOR INSTALLATION LOCATION.
[200mm]
#
SIGN POST DETAIL SQUARE TUBE FOUNDATION
NTS
CAD DETAIL NO.:
SCALE : NONE
MATERIAL.
POST DETAIL SQUARE TUBE FOUNDATION
LANDSCAPE
DETAIL TITLE / SIGN
1"
FINISH WITH
[25mm]
GRADE
1"
FINISHED
[25mm]
[100mm]
[50mm]
4"
DATE ISSUED: DECEMBER 2008
2 1/2"
7/16" [10mm] HOLE DIAMETER
SPACED AT 1" [25mm] 0.C.
2"
[200mm]
8"
[300mm]
[63mm]
12" SQUARE
90° POINTS
[5mm]
[51mm]
[11mm]
[11mm]
0.045" [1mm]
HIGH
CAD DETAIL NO.:
[4mm]
0.15"
SHOWN ON REFLECTED PLAN
ALIGNED IN THE DIRECTION OF TRAVEL. ONE
CORNER OF THE LEADING EDGE OF THE
DETECTABLE WARNING MAY BE MORE THAN 5
SECTION A-A
FEET FROM THE BACK OF THE CURB. WHEN
LOCATED ALONG A CURB RETURN, THE LEADING
LEADING EDGES OF THE RAMP OPENING.
90° POINTS
R
0.20"
0.45"
0.45"
[5mm]
[51mm]
[11mm]
[11mm]
0.045" [1mm]
HIGH
[6mm]
0.625" [16mm]∅ HOLE
INTERNAL EMBEDMENT FLANGE
[79mm]
@ 3" [76mm] C/C (SEE PLAN
FOR ORIENTATION)
AS SHOWN IN PLAN
CONCRETE
3"
3.125"
[76mm]
[79mm]
FIELD LEVEL DOME
COVERAGE = 41 POINTS
PER SQUARE INCH
0.40"
[7mm]
[79mm]
0.27"
[76mm] SPACING C/C
0.95"
[79mm]
1.26"
[24mm]
0.625"[16mm]∅
0.1875"∅x0.0625"
DEEP [5mm∅x1mm]
1.238"
[31mm]
0.625"
[16mm]
DOME UNDERSIDE
OF TILE
REFLECTED PLAN - TILE
PLAN - TILE
#
TRUNCATED DOME TACTILE - WARNING STRIP
NTS
[2mm]
[32mm]
1.26"
A
[1mm]
[2mm]
"
35
0m
2.
PER TILE
0.0938"
0.0625"
FLANGE 7
[2mm]
EMBEDMENT
m]
INTERNAL
0.0938"
(3 PER FLANGE)
[19mm]
0.75"
8.00"
EMBEDMENT FLANGES
[6
B
[203mm] [203mm]
B
[625mm]
RIGHT
8.00"
DETAIL
24.625"
[42mm] SPACING C/C
[32mm]
14 DOMES @ 1.67"
1.26"
24.625"
HOLE THROUGH
SEE
[2mm]
[32mm]
A
7 FLANGES @ 3"
1.67"
[42mm] SPACING C/C
3.125"
[42mm]
[32mm]
[5mm]
24.625"
[625mm]
1.875"
[32mm]
1.26"
24.625"
1.26"
NOTE:
[10mm]
[625mm]
14 DOMES @ 1.67"
1.67"
[42mm]
0.40"
SECTION B-B
1.26"
1.26"
[32mm]
[23mm]
[5mm]
3.125"
STRUCTURAL POLYMER
0.0938"
[5mm]
TILE FILLED WITH
EMBEDMENT FLANGES
0.90"
0.1875"
0.0938"
0.1875"
[10mm]
0.25"
0.06"
[1
0.20"
m]
[42mm]
5"
[42mm]
37
[32mm]
DEIFNED BY THE CHORD DRAWN BETWEEN THE
0m
1.67"
EDGE OF THE DETECTABLE WARNING MAY BE
[625mm]
0.
1.67"
[2mm]
0.20"
[5mm]
1.375"
[35mm]
24.625"
1.26"
THE ENTIRE WIDTH OF THE RAMP OPENING,
EXCLUDING THE WINGS. ALL DOMES MUST BE
DETAIL
SCALE : NONE
FLANGES (3 PER FLANGE) AS
@ 3" [76MM] C/C (SEE
PLAN FOR ORIENTATION)
DOME TACTILE - WARNING STRIP
0.625"∅ HOLE THROUGH EMBEDMENT
INTERNAL EMBEDMENT FLANGE
DETAIL TITLE / TRUNCATED
0.70"
[5mm]
THE DETECTABLE WARNING STRIP MUST COVER
[18mm]
0.1875"
[625mm]
1.375"
[35mm]
DETECTABLE WARNING NOTES:
DATE ISSUED: DECEMBER 2008
R
0.45"
5"
0.45"
m]
0.20"
[1
0.20"
37
1.67"
[42mm]
0m
1.67"
[42mm]
0.
1.26"
[32mm]
SD320523-20.DWG
24.625"
[625mm]
SAW CUT EXISTING.
ASPHALT FULL
TACK COAT (TYP.)
DEPTH BOTH SIDES
ASPHALTIC CONCRETE
ABC 100% MIN.
COMPACTION
EXISTING
PAVEMENT
1'-0" MAX.
[305mm]
1'-0" MAX.
TRENCH
[305mm]
BACKFILL
4'-0" MAX.
[1219mm]
FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA
STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH".
FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT
EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT
WHICHEVER IS GREATER.
BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR
LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR
BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER
IS GREATER.
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
#
TYPE 1 UTILITY TRENCH PATCH
NTS
DETAIL TITLE / TYPE
1 UTILITY TRENCH PATCH
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD321216-01.DWG
PATCH WIDTH IN
ACCORDANCE WITH
AGENCY
SAW CUT EXISTING.
REQUIREMENTS
ASPHALT FULL
TACK COAT (TYP.)
DEPTH BOTH SIDES
EXISTING ASPHALT
GRANULAR MATERIAL
CONCRETE PAVEMENT
OR
PCC
TRENCH
BACKFILL
TRENCH WIDTHS
GREATER THAN
4'-0" [1219mm]
FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA
STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH".
FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT
EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT
WHICHEVER IS GREATER.
BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR
LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR
BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER
IS GREATER.
PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
#
TYPE 2 UTILITY TRENCH PATCH
NTS
DETAIL TITLE / TYPE
2 UTILITY TRENCH PATCH
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD321216-02.DWG
LOAD TRANSFER DOWELS.
REFER TO VA STANDARD
TACK COAT (TYP.)
DETAIL 32 12 16-04
FOR PLACEMENT DETAILS
EXISTING
SAW CUT EXISTING.
ASPHALT FULL DEPTH
PAVEMENT (TYP)
T
f'c=3000 PSI
1'-0" MAX.
1'-0" MAX.
[305mm]
EXISTING
ASPHALT
CONCRETE
PAVEMENT (TYP)
[20.7 MPa]
1'-0" MAX.
1'-0" MAX.
[305mm]
[305mm]
[305mm]
1'-0" MAX.
1'-0" MAX.
[305mm]
[305mm]
VARIES
CLASS S CONCRETE
6"-14"
T/2
ASPHALTIC CONCRETE
[150-355mm]
BOTH SIDES
TRENCH
BACKFILL
4'-0" MAX.
[1219mm]
FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DELETE LOAD
TRANSFER DOWELS.
2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT
WHICHEVER IS GREATER.
BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR
LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].
REFER TO NOTE 13 ON VA STANDARD DETAIL 32 12 16-04 "UTILITY
TRENCH PAVEMENT PATCH NOTES".
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
#
TYPE 3 UTILITY TRENCH PATCH
NTS
DETAIL TITLE / TYPE
3 UTILITY TRENCH PATCH
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD321216-03.DWG
GENERAL NOTES
1.
MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN
ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.
2.
TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND
SHALL 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 2
TRENCHES.
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 THE
REQUIREMENTS 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
6"
7"
8"
10"
11.
[150mm]
[180mm]
[180mm]
[180mm]
DOWEL SIZE
#5
#6
#8
#10
[No.
[No.
[No.
[No.
16]
19]
19]
19]
DOWEL LENGTH
DOWEL SPACING
12"
15"
15"
15"
18"
15"
12"
12"
[305mm]
[380mm]
[380mm]
[380mm]
[455mm]
[380mm]
[305mm]
[305mm]
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 PCCP
LESS 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 AND
7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO
ACCOMMODATE 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 THE
EXISTING CONCRETE TO THE JOINT.
DETAIL TITLE / UTILITY
TRENCH PATCH NOTES
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD321216-04.DWG
DETAIL TITLE / PARKING
STALL LAYOUT
SCALE : NONE
DATE ISSUED: DECEMBER 2008
CAD DETAIL NO.:
SD321723-01.DWG
PER DETAIL 02577-2
COMBINATION CURB &
GUTTER/WHEEL STOP
[2743mm]
[2743mm]
#
3.
2.
1.
[2438mm]
8' MIN.
[1524mm]
5'
1'
ACCESSIBLE SPACES
ACCESSIBILITY SYMBOL
[2438mm]
8' MIN.
[1524mm]
5'
WALK
[305mm]
NTS
PARKING STALL LAYOUT
ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5'
[1524mm] ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.
SPACE QUANTITIES AND SIGNAGE.
SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE
SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS.
NOTE:
REGULAR SPACES
PARKING STALL LINES
4" [102mm] PAINTED
9' MIN.
[1524mm]
5'
ACCESSIBILITY SIGNS
9' MIN.
DIAGONAL LINES
4" [102mm] PAINTED
[5486mm MIN.-6096mm MAX.]
18' MIN.-20' MAX.
4" [102mm]
C
L
GUTTER
CURB
TOP OF
LINES
CAD DETAIL NO.:
#
C
L
[914mm]
3'
PAVEMENT
PAVEMENT
SAME AS
NTS
&
SECTION B
[152mm]
6"
GUTTER
CURB
2' MODIFIED
SIDEWALK
COMBINATION CURB-WHEEL STOP
SECTION A
CURB
TOP OF
[305mm]
[1524mm]
OF GUTTER
CROSS SLOPE
PLAN
[2438mm]
8'
[1524mm]
C
L
A
[1524mm]
A
5'
B
B
4' [1219mm]
5'
A
1'
1' [305mm]
5'
PAINTED DIAGONAL
CURB & GUTTER
6' [1829mm]
6"
DATE ISSUED: DECEMBER 2008
[152mm]
DETAIL TITLE / COMBINATION
CURB-WHEEL STOP
SCALE : NONE
SD321723-02.DWG
[6096mm]
20'
WITH CURB
WALK FLUSH
JOINT
EXPANSION
1/2" [13mm]