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FS
CQ
GENERAL
SM
G-2
NO SCALE
STANDARD ABBREVIATIONS
FOR ADDITIONAL ABBREVIATIONS SEE:
OTHER ABBREVIATIONS CONFORM TO ANSI
STANDARD ABBREVIATIONS Z32.2.3
PIPING - PIPING SCHEDULE
ELECTRICAL - GENERAL ELECTRICAL SHEETS
CIVIL - GENERAL CIVIL SHEETS
B&S
B/W
BC
BCR
BD
BDRY
BF
BFP
BFV
BHP
BLDG
BLK
BLKG
BLVD
BM
BO
BOD
BOP
BOT
BPV
BRK
BSMT
BT
BTU
BV
BVC
BWV
BELL AND SPIGOT
BACK OF WALL / BACK OF WALK
BEGIN CURVE / BOLT CIRCLE / BETWEEN
CENTERS / BACK OF CURVE
BEGIN CURB RETURN
BOARD
BOUNDARY
BLIND FLANGE / BOTTOM OF FOOTING
BACK FLOW PREVENTER
BUTTERFLY VALVE
BRAKE HORSEPOWER
BUILDING
BLACK / BLOCK
BLOCKING
BOULEVARD
BEAM / BENCH MARK
BLOW-OFF ASSEMBLY
BIOCHEMICAL OXYGEN DEMAND
BOTTOM OF PIPE
BOTTOM
BACK PRESSURE VALVE
BRICK / BREAK
BASEMENT
BOLT
BRITISH THERMAL UNIT
BALL VALVE
BEGIN VERTICAL CURVE
BACK WATER VALVE
C
C&G
CAB
CAP
CATS
CATV
CB
CC
CD
CEM
CF
CFH
CFM
CFS
CHEM
CHG
CHKD
CI
CIP
CIPP
CJ
CL
CLF
CLG
CLOS
CLR
CMB
CMC
CML
CML&C
CMP
CMU
CENTIGRADE / CHANNEL / CEMENT
CURB AND GUTTER
CABINET / CRUSHED AGGREGATE BASE
CAPACITY
CASING TEST STATION
CABLE TELEVISION
CATCH BASIN / CHALKBOARD / CURB
CLOSED CIRCUIT TV / CENTER TO CENTER
CEILING DIFFUSER
CEMENT
CURB FACE / CUBIC FOOT
CUBIC FEET PER HOUR
CUBIC FEET PER MINUTE
CUBIC FEET PER SECOND
CHEMICAL
CHANGE
CHECKERED
CAST IRON
CAST IRON PIPE / CAST IN PLACE
CAST IN PLACE PIPE
CONSTRUCTION JOINT
CHLORINE GAS / CHLORINATOR / CENTERLINE
CHAIN LINK FENCE
CEILING
CLOSET
CLEAR / CLEARANCE
CRUSHED MISCELLANEOUS BASE
CEMENT MORTAR-COATED
CEMENT MORTAR-LINED
CEMENT MORTAR-LINED AND COATED
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
A
A/C
A/R
AASHTO
AB
ABAN
ABND
ABBR
ABS
AC
ACI
ACOUS
ACP
ADD
ADH
ADJ
AER
AFF
AISC
ALT
ALUM
AMB
ANSI
API
APPD
APPROX
APPURTS
ARCH
ASME
ASPH
ASTM
AT
ATM
AV/AR
AVE
AWPA
AWS
AWWA
CSP
CSTS
CT
CTR
CTS
CTSK
CU
CULV
CV
CY
CYL
CORRUGATED STEEL PIPE
CURRENT SPAN TEST STATION
CERAMIC TILE
CENTER
CORROSION TEST STATION
COUNTERSUNK
COPPER / CUBIC
CULVERT
CHECK VALVE
CUBIC YARD
CYLINDER
CO
COL
COMM
COMP
CONC
COND
CONN
CONST
CONT
CONTR
COORD
COR
COTG
CPLG
CPVC
CS
CLEANOUT
COLUMN
COMMUNICATIONS CABLE
COMPRESSOR
CONCRETE / CONCENTRIC
CONDENSER / CONDENSATE
CONNECTION
CONSTRUCT / CONSTRUCTION
CONTINUED / CONTINUOUS
CONTRACTOR
COORDINATE
CORNER
CLEANOUT TO GRADE
COUPLING
CHLORINATED POLYVINYL CHLORIDE
CAUSTIC SODA / CAST STEEL
PENNY
DOUBLE ACTING DOOR
DISSOLVED AIR FLOTATION THICKENER
DIRECT BURY
DOUBLE
DIRECT CURRENT
DEGREE
DETAIL
DRINKING FOUNTAIN / DOUGLAS FIR
DOOR GRILL
DOUBLE HUNG
DUCTILE IRON
DIAMETER
DIAGONAL
DIAPHRAGM
DIFFUSER / DIFFERENTIAL
DUCTILE IRON PIPE
DIRECTION
DISCHARGE
DISPENSER
DEAD LOAD
DROP MANHOLE
DOWN
DISSOLVED OXYGEN / DITTO
DOOR / DRAIN
DRENCH SHOWER AND EYE WASH
DRAIN TILE
DRAWING
DOWELS
DRIVEWAY
d
DAD
DAFT
DB
DBL
DC
DEG
DET
DF
DG
DH
DI
DIA
DIAG
DIAPH
DIFF
DIP
DIR
DISCH
DISP
DL
DMH
DN
DO
DR
DS
DT
DWG
DWLS
DWY
F
F TO F
F&C
F&I
FAB
FAI
FB
FCO
FD
FDR
FE
FEM
FF
FG
FH
FIG
FIN
FIX
FL
FLEX
FLG
FLGD
FLOCC
FLR
FLSG
FM
FMH
FN
FND
FOC
FOM
FOS
FOW
FPC
FPM
FPS
FPTS
LITER / LENGTH / ANGLE
LABORATORY
LAMINATED
LATERAL
LAVATORY
POUND
LOCAL CONTROL PANEL
LOCAL CONTROL STATION
LOCAL DEPRESSION
LANDING
LEVEL
LINEAR FOOT
LENGTH / LONG
LAMP HOLE / LEFT HAND
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOCATION
LAYOUT LINE
LONGITUDINAL
L
LAB
LAM
LAT
LAV
LB
LCP
LCS
LD
LDG
LEV
LF
LG
LH
LL
LLH
LLV
LOC
LOL
LONG
k
K
kg
km
kV
KVA
kW
kWh
KILO
KELVIN / KARAT
KILOGRAM
KILOMETER
KILOVOLT
KILOVOLT AMPHERE
KILOWATT
KILOWATT HOUR
JANITOR
JUNCTION CHAMBER
JUNCTION
JUNCTION STRUCTURE
JOISTS
JOINT
I/O
I&O
IBC
ID
IF
IJTS
IN
INCL
INFL
INSL
INSP
INST
INT
INV
IP
IPS
IRRG
JAN
JC
JCT
JS
JSTS
JT
INPUT/OUTPUT
INSIDE AND OUTSIDE
INTERNATIONAL BUILDING CODE
INSIDE DIAMETER
INSIDE FACE
INSULATING JOINT TEST STATION
INCH
INCLUDE / INCLUDING
INFLUENT
INSULATION / INSULATING / INSULATED
INSPECTION
INSTRUMENT
INTERIOR
INVERT
IRON PIPE
IRON PIPE SIZE
IRRIGATION
HIGH / HEIGHT
HEATING AND VENTILATING
HOSE BIBB
HOUSE CONNECTION
HEADER
HARDWARE
HEADWALL
HEXAGONAL
MERCURY
HYDRAULIC GRADE LINE
HANGER
HOLLOW METAL
HORIZONTAL
HIGH POINT / HORSE POWER / HIGH PRESSURE
HIGH PRESSURE GAS
HEAT RETURN / HOUR
HORIZONTALLY SLOTTED
HOLLOW STRUCTURAL SECTION
HEATING
HEATER
HORIZONTAL AND VERTICAL CONTROL POINT
HEATING, VENTILATION AND AIR CONDITIONING
HOT WATER / HEADWORK
HARDWOOD
HIGH WATER LEVEL
HANDWHEEL OPERATED
HYDRAULIC / HYDRANT
H
H&V
H/B
HC
HDR
HDW
HDWL
HEX
Hg
HGL
HGR
HM
HORZ
HP
HPG
HR
HSL
HSS
HTG
HTR
HV
HVAC
HW
HWD
HWL
HWO
HYD
GAS
GAGE / GAUGE
GALLON
GALVANIZED
GUY ANCHOR
GRADE BREAK
GENERAL / GENERATOR
GROOVED FLANGE ADAPTER
GALVANIZED IRON
GALVANIZED IRON PIPE
GLASS / GROUND LINE / GRADE LINE
GLUE LAMINATED BEAM / GLULAM
GLOBE VALVE
GAS METER
GUY POLE
GALLONS PER DAY
GALLONS PER HOUR
GALLONS PER MINUTE
GRADE
GRADE / GROUND
GRATING
GALVANIZED STEEL PIPE
GATE VALVE
GYPSUM
G
GA
GAL
GALV
GANC
GB
GEN
GFA
GI
GIP
GL
GLB
GLV
GM
GP
GPD
GPH
GPM
GR
GRD
GRTG
GSP
GV
GYP
OBJ
OC
OD
OE
OF
OFD
OFF
OH
OHW
OPER
OPNG
OPP
ORIG
OS&Y
OSA
OSHA
OWG
OZ
SELECT SUB-BASE
STANDARD SPECIFICATION FOR PUBLIC WORKS
CONSTRUCTION
STAINLESS STEEL
SECONDS SAYBOLT UNIVERSAL
STREET / STATE
STATION
SLEEVE-TYPE COUPLING
STANDARD
STAKE
STEEL
STEAM
STRAIGHT / STRUCTURAL
STEAM LINE
SUCTION
SOLENOID VALVE
SIDEWALK
SIDEWALK DRAIN
SWITCHGEAR
SIDEWALL REGISTER
SQUARE YARD
SYMMETRICAL / SYMBOL
SYSTEM
SOUTH / SCUM / SINK / SECOND / SLOPE /
SOUTH OF
SAMPLE
SANITARY
STYRENE BUTADIENE (RUBBER)
SPARE CHEMICAL / SECONDARY CLARIFIER
STEEL CYLINDER CONCRETE PIPE
SCREWED
STANDARD CUBIC FEET PER MINUTE
SCHEDULE
SANITARY DRAIN & VENT / SMOKE DETECTOR
STANDARD THERMOPLASTIC PIPE DIMENSION RATIO /
STORM DRAIN
SECONDARY / SECTION
SERIES
SETTING
SQUARE FOOT
SHOWER
SHELVING
SHEET
SHEATHING
SIMILAR
SLUDGE
SLIDING
SLUICE GATE
SLAB ON GRADE
SOLUTION
STATIC PRESSURE
SPECIFICATION
SPIKE
SQUARE
SANITARY SEWER/SERVICE SINK
S
S/O
SA
SAN
SBR
SC
SCCP
SCD
SCFM
SCH
SD
SDR
SEC
SER
SETT
SF
SH
SHELV
SHT
SHTG
SIM
SL
SLDG
SLG
SOG
SOLN
SP
SPEC
SPK
SQ
SS
SSB
SSPWC
SST
SSU
ST
STA
STC
STD
STK
STL
STM
STR
SU
SUCT
SV
SW
SWD
SWGR
SWR
SY
SYM
SYS
POUND
AND
AT
ZERO / ZONE
ZINC
YARD
YEAR
CROSS CONNECTION
EXTRA STRONG
CROSS SECTION
DOUBLE EXTRA STRONG
WEST / WASTE / WIDTH / WIDE FLANGE / WATER
WITH
WEST OF / WITHOUT
WATER COLUMN / WATER CLOSET
WALL CLEANOUT
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
WATER METER
WATER, OIL, OR GAS
WATERPROOFING / WORKING PRESSURE / WORK
POINT
WEAKEN PLANE JOINT
WATER SURFACE
WATERSTOP
WEIGHT
WELDED WIRE FABRIC
WATER WORKING PRESSURE
VALVE / VERTICAL / VENT / VOLT / VOLUME
VACUUM
VARIES / VARIABLE
VALVE BOX
VERTICAL CURVE
VITRIFIED CLAY PIPE
VERTICAL
VOLUME
VERTICAL POINT OF INTERSECTION
VERTICALLY SLOTTED
VENT TO CEILING
VENT THROUGH ROOF
VINYL WALL COVERING
VERIFY WITH MANUFACTURE
V
VAC
VAR
VB
VC
VCP
VERT
VOL
VPI
VSL
VTC
VTR
VWC
VWM
W
W/
W/O
WC
WCO
WD
WDW
WH
WI
WM
WOG
WP
WPJ
WS
WSTP
WT
WWF
WWP
XCONN
XS
XSEC
XXS
YD
YR
Z
ZN
#
&
@
QT
QTY
QUAD
QUARRY TILE
QUANTITY
QUADRANGLE / QUADRANT
UB
UBC
UC
UG
UGC
UH
UL
UNID
UNO
UOI
UPS
UR
USA
USGS
UV
UW
UNION BONNET
UNIFORM BUILDING CODE
UNDER-CROSSING
UNDERGROUND
UNDERGROUND CONDUIT
UNIT HEATER
UNDERWRITERS LABORATORIES
UNIDENTIFIED
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE INDICATED
UNINTERRUPTABLE POWER SUPPLY
URINAL
UNDERGROUND SERVICE ALERT
UNITED STATES GEOLOGICAL SURVEY
ULTRAVIOLET
UTILITY WATER
m
M
mA
MACH
MAG
MAINT
MAN
MAS
METER
MALE (PIPE THREAD)
MILLIAMPS
MACHINE
MAGNETIC
MAINTENANCE
MANUAL
MASONRY
MAT
MAX
MB
MCC
MCR
MEAS
MECH
MED
MEMB
MFR
MFRD
MGD
MH
MHT
MHW
MI
MICRON
MIL
MIN
MIR
MISC
MK
MLW
mm
MO
MOD
MON
MOR
MS
MSL
MTC
MTD
MTG
MTL
MTR
MATERIAL
MAXIMUM
MAIL BOX / MACHINE BOLT
MOTOR CONTROL CENTER
MIDDLE OF CURB RETURN
MEASURE
MECHANICAL
MEDIUM
MEMBER
MANUFACTURER
MANUFACTURED
MILLION GALLONS PER DAY
MANHOLE / MAINTENANCE HOLE
MEAN HIGH TIDE
MEAN HIGH WATER
MALLEABLE IRON / MILE
1/1,000,000 METER
MILITARY / 1/1,000TH INCH
MINIMUM / MINUTE
MIRROR
MISCELLANEOUS
MARK
MEAN LOW WATER
MILLIMETER
MOTOR OPERATED / MASONRY OPENING
MODEL
MONUMENT
MORTAR
MOP SINK
MEAN SEA LEVEL
MECHANICAL-TYPE COUPLING
MOUNTED
MOUNTING
METAL
MOTOR
N
NaOCL
NaOH
NC
NEC
NEMA
NF
NFPA
NG
NIC
NO
NOM
NPS
NPT
NRCP
NRS
NS
NTS
NORTH
SODIUM HYPOCHLORITE
SODIUM HYDROXIDE (CAUSTIC SODA)
NORMALLY CLOSED
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NEAR FACE
NATIONAL FIRE PROTECTION ASSOCIATION
NATURAL GRADE / NATURAL GAS
NOT IN CONTRACT
NUMBER / NORMALLY OPEN
NOMINAL
NOMINAL PIPE SIZE
NATIONAL PIPE THREAD
NON-REINFORCED CONCRETE PIPE
NON-RISING STEM
NEAR SIDE
NOT TO SCALE
OBJECT
ON CENTER / OVER-CROSSING
OUTSIDE DIAMETER / OVERALL DIMENSION
OUTER EDGE
OVERFLOW / OUTSIDE FACE
OVERFLOW DRAIN
OFFICE
OVER HEAD
OVERHEAD WIRES
OPERATOR / OPERATING
OPENING
OPPOSITE
ORIGINAL
OUTSIDE SCREW AND YOKE
OUTSIDE AIR
OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
OIL. WATER. GAS
OUNCE
TOS
TOW
TP
TR
TRANS
TS
TSB
TSC
TV
TW
TYP
TOP OF STEEL
TOP OF WALL
TELEPHONE POLE
TRACT
TRANSMITTER / TRANSITION /TRANSMISSION
TRAFFIC SIGNAL
TOP SET BASE
TRAFFIC SIGNAL CONDUIT
THERMOSTATIC VALVE / TELEVISION
THERMOMETER WELL /TRAVELED WAY
TYPICAL
T
T&B
T&G
TAN
TB
TBE
TBM
TC
TCV
TEL
TEMP
TF
TH
THK
THR
THR'D
TK
TL
TOC
TOE
TOL
TOM
TOP
TOPO
THERMOSTAT / TREAD OF STAIR / TANGENT /
TOP AND BOTTOM
TONGUE AND GROOVE
TANGENT
TACK BOARD
THREAD BOTH ENDS
TEMPORARY BENCH MARK
TOP OF CURB
TEMPERATURE CONTROL VALVE
TELEPHONE
TEMPERATURE / TEMPORARY
TOP OF FOOTING
TEST HOLE
THICK / THICKNESS
THRESHOLD
THREADED
TANK / TACK
TRAVERSE LINE
TOP OF CONCRETE
THREAD ONE END
TOILET
TOP OF MASONRY
TOP OF PIPE
TOPOGRAPHIC
AIR / AMPERE
AIR CONDITIONING
AIR RELEASE
AMERICAN ASSOCIATION OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS
ANCHOR BOLT
ABANDON
ABANDONED
ABBREVIATION
ABSOLUTE TEMPERATURE
ACTIVATED CARBON / ASPHALTIC CONCRETE /
ALTERNATING CURRENT
AMERICAN CONCRETE INTERNATIONAL
ACOUSTIC / ACOUSTICAL
ASBESTOS CEMENT PIPE / ASPHALTIC CONCRETE
PAVEMENT
ADDITIONAL
ADHESIVE
ADJUSTABLE
AERATION
ABOVE FINISHED FLOOR
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALTERNATE
ALUMINUM / ALUM
AMBIENT
AMERICAN NATIONAL STANDARDS INSTITUTE
AMERICAN PETROLEUM INSTITUTE
APPROVED
APPROXIMATE
APPURTENANCES
ARCHITECTURE
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASPHALT
AMERICAN SOCIETY FOR TESTING AND MATERIALS
ACOUSTICAL TILE
ATMOSPHERE
AIR VACUUM AND AIR RELEASE VALVE
AVENUE
AMERICAN WOOD PRESERVERS ASSOCIATION
AMERICAN WELDING SOCIETY
AMERICAN WATER WORKS ASSOCIATION
FAHRENHEIT / FINISH
FACE TO FACE
FRAME AND COVER
FURNISH AND INSTALL
FABRICATE / FABRICATION / FABRICATED
FRESH AIR INTAKE
FLAT BAR / FLOOR BEAM / FIELD BOOK
FLOOR CLEANOUT
FLOOR DRAIN
FEEDER
FIRE EXTINGUISHER / FINAL EFFLUENT
FEMALE (PIPE THREAD)
FLAT FACE / FAR FACE / FINISHED FLOOR
FINISHED GRADE
FIRE HYDRANT / FLAT HEAD
FIGURE
FINISHED
FIXTURE
FLOWLINE / FLOOR
FLEXIBLE
FLANGE / FLOORING
FLANGED
FLOCCULATOR / FLOCCULATION
FLOOR
FLASHING
FACTORY MUTUAL (LAB APPROVED) / FORCE MAIN
FLEXIBLE METAL HOSE
FIELD NAILING
FOUNDATION
FACE OF CONCRETE / FIBER OPTIC CABLE
FACE OF MASONRY
FACE OF STUDS
FACE OF WALL
FLEXIBLE PIPE COUPLING
FEET PER MINUTE
FEET PER SECOND
FOREIGN PIPE TEST STATION
RADIUS / RISER / RATE OF SLOPE
ROCK AND OIL
RIGHT OF WAY
RECYCLED ASPHALT CONCRETE
RETURN AIR GRILLE
RECLAIMED ASPHALT PAVEMENT
RETURN ACTIVATED SLUDGE
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
ROAD / ROOF DRAIN / ROUND
REDUCER / REDUCING
REFERENCE / REFER / REFRIGERATOR
REGULATING
REINFORCE / REINFORCED
REQUIRED
RESILIENT
RETAINING / RETURN
REVISION
RECLAIMED WATER
ROOF / RAISED FOUNDATION / ROUGH FACE
ROOFING
REGISTERED GEOTECHNICAL ENGINEER
REDHEAD / RIGHT HAND
ROOM
ROUGH OPENING
REVOLUTIONS PER MINUTE
RAILROAD / REJECT RECOVERY
REJECT RECOVERY FACILITY
RISING STEM
RAW SLUDGE
RIGHT
REINFORCED THERMOSETTING PLASTIC
REMOTE TERMINAL UNIT
REDWOOD
RAINWATER LEADER
R
R&O
R/W
RAC
RAG
RAP
RAS
RC
RCP
RD
RED
REF
REG
REINF
REQD
RESIL
RET
REV
REW
RF
RFG
RGE
RH
RM
RO
RPM
RR
RRF
RS
RSL
RT
RTP
RTU
RW
RWL
PV
PVC
PVDF
PW
PWFP
PLUG VALVE
POLYVINYL CHLORIDE
POLYVINYLIDENE FLUORIDE (KYNAR)
POTABLE WATER
PERRIS WATER FILTRATION PLANT
POLE / PAGE / PIPE
POLE AND SHELF
PLANTING AREA
PARTITION
PAVEMENT
POLYBUTYLENE / PULL BOX
POINT OF CURVATURE / PRIMARY CLARIFIER /
PORTLAND CEMENT
PORTLAND CEMENT CONCRETE / POINT OF
COMPOUND CURVE
PRESSURE CLEANOUT TO GRADE
POINT OF COMPOUND VERTICAL CURVE
PLANT EFFLUENT / POLYETHYLENE /
POLYELECTROLYTE POLYMER
PRESSURE GAGE
HYDROGEN ION CONCENTRATION
PLANT INFLUENT / POINT OF INTERSECTION
PARKING
PLATE / PROPERTY LINE / PLACE
PLASTER / PLASTIC
PLANT
PLYWOOD
PRESSED METAL
PNEUMATIC
PANEL
POINT OF BEGINNING
POINT OF CONNECTION
POINT OF TANGENT
P
P/S
PA
PART
PAVMT
PB
PC
PCC
PCOTG
PCVC
PE
PG
pH
PI
PK
PL
PLAS
PLT
PLWD
PM
PNEU
PNL
POB
POC
POT
E
E/O
EA
EB
EC
ECC
ECR
EF
EFF
EG
EGL
EL
ELEC
EMWD
EN
ENCL
ENG
ENGR
ENT
EP
EPT
EQ
EQUIP
ESMT
ETB
ETC
EVAP
EVC
EW
EXC
EXH
EX-HY
EXTG
EXP
EXT
EXTR
EAST
EAST OF
EACH
EXPANSION BOLT OR ANCHOR
END CURVE
ECCENTRIC
END CURB RETURN
EACH FACE / EXHAUST FAN
EFFLUENT
EXISTING GRADE / EDGE OF GUTTER / EXHAUST
GRILLE
ENERGY GRADE LINE
ELEVATION
ELECTRICAL / ELECTRONIC
EASTERN MUNICIPAL WATER DISTRICT
EDGE NAILING
ENCLOSURE
ENGINE
ENGINEER
ENTRANCE
EDGE OF PAVEMENT
ETHYLENE PROPYLENE
EQUAL
EQUIPMENT
EASEMENT
EMULSION TREATED BASE
ET CETERA
EVAPORATOR
END VERTICAL CURVE
EACH WAY / EYE WASH
EXCAVATION
EXHAUST
EXTRA HEAVY
EXISTING
EXPANSION
EXTERIOR / EXTENSION
EXTRUDED
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
POWER POLE / POLYPROPYLENE
POUNDS PER DAY
POUNDS PER HOUR
POUNDS PER MINUTE
PAIR
POINT OF REVERSE CURVE
PRECAST
PREFABRICATED
PRESSURE
PROFILE
PRESSURE REGULATING, RELIEF OR REDUCING
VALVE
POINT OF REVERSE VERTICAL CURVE
PRESSURE SWITCH
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH ABSOLUTE
POUNDS PER SQUARE INCH GAUGE
POINT OF TANGENCY / PAINT / PRESSURE
POLYTETRAFLUOROETHYLENE (TEFLON)
PP
PPD
PPH
PPM
PR
PRC
PRCT
PREFAB
PRESS
PROF
PRV
PRVC
PS
PSF
PSI
PSIA
PSIG
PT
PTFE
LOW POINT / LOW PRESSURE / LAMP POST
LIQUID PETROLEUM GAS
LEFT / LIGHT
LIME TREATED SOIL
LOW WATER
LOW WATER LEVEL
LOWER
LP
LPG
LT
LTS
LW
LWL
LWR
FR
FRP
FS
FT
FTG
FUR
FUT
FV
FWD
FRAME
FIBERGLASS REINFORCED PLASTIC
FINISHED SURFACE / FAR SIDE / FLOOR SINK /
FORGED STEEL
FEET / FOOT
FOOTING
FURRING
FUTURE
FIELD VERIFY
FORWARD
GENERAL
FS
CQ
SITE CIVIL & GENERAL LEGEND
SM
G-3
NO SCALE
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
1234-567
SCALE
DRAWING TITLE
11
1
1
ON DRAWING WHERE SECTION
OR DETAIL IS TAKEN:
SECTION (LETTER) OR
DETAIL (NUMERAL)
DESIGNATION
DRAWING NUMBER
(REPLACED WITH A LINE
IF TAKEN AND SHOWN
ON SAME SHEET)
ON DRAWING WHERE SECTION
IS SHOWN:
DRAWING NUMBER(S)
WHERE TAKEN
ON DRAWING WHERE DETAIL
IS SHOWN:
WHERE TAKEN
DRAWING NUMBER(S)
ON DRAWING WHERE ONLY A
TITLE IS REQUIRED WITH NO
REFERENCE (eg: ELEVATIONS)
SECTION CALLOUT WHERE SECTION
IS ON THE SAME SHEET AND CUT
EXTENDS TO A FIXED LIMIT
SECTION CALLOUT WHERE SECTION
IS ON ANOTHER SHEET AND CUT
EXTENDS THROUGHOUT ENTIRE SHEET
NORTH ARROW; CAN BE MODIFIED
TO INCLUDE MAGNETIC NORTH ALONG
WITH PROJECT NORTH
KEYNOTE NUMBER
DESIGN DETAIL
DESIGNATION
(NUMERAL)
SHOWN ON DESIGN
DETAIL DRAWING(S)
2.
1.
NOTES:
1
SM-01
A
B
SECTION
SCALE
SM-01
2
DETAIL
SCALE
SM-01
B
B
SM-01
B
SM-01
REVISION / ADDENDA NUMBER
GRID LINE INDICATOR
DRAWING NUMBER
WHERE SHOWN
THE TERM STANDARD DETAIL, OR A FORM OF IT, IS SYNOMONOUS WITH DESIGN DETAIL.
THE DESIGN DETAILS REPRESENT THE CHARACTER AND NATURE OF THE WORK
REQUIRED THROUGHOUT THE PROJECT. ALL ASSOCIATED WORK SHALL BE IN
ACCORDANCE WITH THE DESIGN DETAILS SHOWN WHETHER THE DETAILS ARE
SPECIFICALLY REFERENCED OR NOT.
CIVIL LEGEND
SPOT ELEVATION
CONTOUR LINE
DRAINAGEWAY OR DITCH
158.5157.7
1
5
5
1
5
5
EMBANKMENT AND SLOPE
3:1
SIGNOR
MANHOLE
POST OR GUARD POST
UTILITY POLE
CENTER LINE, BUILDING, ROAD, ETC.
STRUCTURE, BUILDING OR FACILITY
LOCATION POINT - COORDINATES
N 1000.00
E 1000.00
LIGHT POLE
TREE
BRUSH/TREE LINE
FIRE HYDRANT
STRUCTURE, BUILDING OR FACILITYOR
ASPHALT CONCRETE PAVEMENT
GRAVEL SURFACING
OR
DEMOLITION
GUARD RAIL
OROR
CHAIN LINK FENCE
CULVERT
CATCH BASIN OR INLET
TRENCH DRAIN
ELECTRICAL MANHOLE
ELECTRIC HANDHOLE
BENCH MARK
PROPERTY LINE
STAGING OR WORK AREA LIMITS
POTHOLE LOCATION AND NUMBER
CONCRETE PAVEMENT
CURB
CURB AND GUTTER
SINGLE SWING GATE
DOUBLE SWING GATE
PH-2
THIS CONTRACTEXISTING
OR
OR
BM
CB CB
D S
H
H
E
E
SECTION / DETAIL DESIGNATIONS
DESIGN DETAIL DESIGNATION
EXISTING THIS CONTRACT
INDICATOR POST VALVE
FLEXIBLE COUPLING
YARD PIPING LEGEND
PIPING < 30" DIAMETER
>
=
EXISTING PIPE TO BE ABANDONED
EXISTING PIPE TO BE REMOVED
NON-FREEZE HOSE VALVE (V-X)
X = NO. IN SPECIFICATIONS
NON-FREEZE HOSE VALVE WITH HOSE RACK (V-X)
X = NO. IN SPECIFICATIONS
GATE VALVE AND VALVE BOX
BUTTERFLY VALVE AND VALVE BOX
PLUG VALVE AND VALVE BOX
90° ELBOW UP
90° ELBOW DOWN
CONCENTRIC REDUCER
CAP OR PLUG
NOMINAL PIPE DIAMETER
8" PE8" PE
PIPE USE IDENTIFICATION
CLEANOUT
FIRE HYDRANT
BEND < 90° UP
BEND < 90° DOWN
PIPING 30" DIAMETER
POINT OF INTERSECTION
SURVEY CONTROL POINT
TH-4
RIPRAP
LPG LPG
PETROLEUM PIPELINE
OVERHEAD ELECTRIC
EASEMENT LINE
E-OVH
EL
ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED EVEN IF DESIGN DETAIL
DESIGNATION IS NOT SHOWN
N
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
TP
TP
GENERAL
SM
G-4
NO SCALE
STRUCTURAL CONSTRUCTION NOTES
D-58372
CONCRETE REINFORCING
FORMWORK, SHORING AND BRACING
ALL WELDS SHALL CONFORM TO AWS D1.1 LATEST EDITION AS
SPECIFIED.
ALL WELDS FOUND DEFECTIVE SHALL BE REPAIRED IN ACCORDANCE
WITH AWS D1.1, 5.26
INTERMITTENT WELDS SHALL BE UTILIZED AT ALL FIELD WELDS
AND EMBED PLATES AND ANGLES TO AVOID SPALLING OR
CRACKING OF THE EXISTING CONCRETE.
ALL BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION
(CJP) UNLESS INDICATED OTHERWISE.
1.
2.
3.
4.
WELDING
CONCRETEFOUNDATIONS
STRUCTURAL STEEL AND
METAL FABRICATIONS
DESIGN CRITERIA
GENERAL INFORMATION
TYPICAL:
CONCRETE FILL:
CURBS AND SIDEWALKS:
CONDUIT ENCASEMENTS:
PIPE ENCASEMENTS NOT
INTEGRAL WITH FOUNDATIONS:
28-DAY CAST-IN-PLACE CONCRETE STRENGTHS:
4000 PSI
2500 PSI
3000 PSI
3000 PSI
3000 PSI
ASTM A615, GRADE 60
FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE
IN ACCORDANCE WITH CRSI MSP-1 "MANUAL OF STANDARD
PRACTICE" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL,
CONCRETE FOR BUILDING".
REINFORCING STEEL:
TYPICAL:
CONTRACTOR MAY REVISE LOCATION OF JOINTS, SUBJECT TO
CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS.
SPECIFIED REQUIREMENTS, AND SHALL SUBMIT ALL JOINT
ROUGHEN AND CLEAN ALL CONSTRUCTION JOINTS IN WALLS AND
SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT CONCRETE.
SANDBLASTING OR OTHER PREPARATION OF HORIZONTAL AND
THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL OPENINGS,
VERTICAL JOINTS IS REQUIRED.
CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND INSERTS
NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY
PRIOR TO PLACEMENT OF CONCRETE.
1'-0"
CARBON STEEL
STAINLESS STEEL
GALVANIZED STEEL
ALL BOLTS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE
FOLLOWING EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE:
UNLESS SHOWN OTHERWISE
MACHINE BOLTS (MB) AND ANCHOR BOLTS (AB)
A325-N
A307
A193
A153
ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN
CONFORMANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION,
CURRENT EDITION, AND CURRENT OSHA STANDARDS.
ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
ALL OTHER CONCRETE SURFACES:
#5 BAR OR SMALLER
#6 BAR OR LARGER
1 1/2"
2"
EMBEDMENT LENGTH
BAR SIZE
CONCRETE DESIGN STRENGTH = 4,000 PSI
TOP BAR
OTHER BAR
TOP BAR
OTHER BAR
TOP BAR
OTHER BAR
TOP BAR
OTHER BAR
1'-0"
1'-0"
1'-0"
1'-4"
1'-4"
1'-4"
1'-4"
#3 #4
2'-0"
1'-7"
1'-8"
1'-4"
1'-7"
1'-3"
1'-3"
1'-0" 1'-3"
1'-7"
1'-9"
2'-4"
1'-7"
2'-0"
2'-4"
3'-0"
#5 #6
4'-0"
3'-1"
2'-5"
1'-10"
3'-1"
2'-5"
1'-10"
1'-5" 2'-1"
3'-6"
4'-6"
2'-9"
2'-9"
3'-6"
4'-6"
5'-10" 6'-8"
5'-2"
4'-0"
3'-1"
5'-2"
4'-0"
3'-1"
2'-5" 3'-0"
3'-10"
4'-6"
5'-10"
3'-10"
5'-0"
5'-10"
7'-7"
#9#7 #8
GRADE 60 REINFORCING STEEL
COEFFICIENT OF FRICTION AGAINST SLIDING = 0.30B.
A.
SOIL DESIGN PARAMETERS:
C.
D.
D1
DS
WIND LOAD:
SEISMIC LOAD:
TOTAL LOAD
LIVE LOAD
L / 240
L / 360
4.
3.
2.
1.
DEFLECTION CRITERIA FOR ROOF AND FLOOR FRAMING MEMBERS:
1.
2.
WHEN PLACED ON GROUND:3"
CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE,
SHALL BE:
1.
2.
ALL FOUNDATION BEARING SURFACES SHALL BE INSPECTED BY THE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING
STEEL.
NO BACKFILL SHALL BE PLACED BEHIND WALLS UNTIL THE WALL'S
AND TOP SUPPORTING SLAB'S CONCRETE HAVE ATTAINED 80% OF
THEIR SPECIFIED COMPRESSIVE STRENGTH, OR UNTIL TOP-OF-WALL
FRAMING SYSTEMS,INCLUDING DIAPHRAGMS, HAVE BEEN COMPLETED.
NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED, FREE TOP
WALLS UNTIL THE CONCRETE HAS ATTAINED 80% OF ITS SPECIFIED
COMPRESSIVE STRENGTH.
REFER TO SPECIFICATIONS FOR ALL EXCAVATION AND FILL
REQUIREMENTS.
EXCAVATIONS SHALL BE SHORED AS REQUIRED TO PREVENT DAMAGE
TO ADJACENT STRUCTURES, UTILITIES, ETC.
3.
4.
5.
1.
2.
3.
4.
5.
6.
7.
OTHER MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED
IN THE CONCRETE.
1.
2.
3.
4.
5.
ALL ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND
FREE OF OIL, DIRT AND PAINT.
NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL
BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. NO
CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED
WITHOUT THE APPROVAL OF THE ENGINEER.
A992 (50 KSI)
A36 (36 KSI)
A500, GRADE B (46 KSI)
A501 OR A53, GRADE B
ALLOY 6061-T6
TYPE 316 (25 KSI)
REFER TO FOUNDATIONS SECTION OF THESE NOTES FOR
ADDITIONAL SOILS INFORMATION.
REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING
SOIL UNIT WEIGHT = 125 PCF
APPLICABLE CODES: 2016 CALIFORNIA BUILDING CODE (CBC)
AND ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES.
OCCUPANCY CATEGORY III
ROOF LOADS:
5.
8.
REFER TO THE INDIVIDUAL STRUCTURE DRAWINGS FOR
SPECIFIC STRUCTURE LOADINGS, NOTES AND REQUIREMENTS.
6.
7.
THE STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR
STABILITY UNDER FINAL CONDITIONS ONLY. THE DESIGN SHOWN
DOES NOT INCLUDE THE NECESSARY COMPONENTS OR EQUIPMENT FOR
THE STABILITY OF THE STRUCTURES DURING CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO
CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING,
GUYS,SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED
TO SAFELY PERFORM THE WORK SHOWN.
TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED
CONCRETE FLOOR OR SLABS HAVE REACHED 100% OF THE 28 DAY DESIGN
STRENGTH AS DETERMINED BY CYLINDER BREAKS.
WHERE 3000 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16%.
3.
4. ADDITIONAL REINFORCEMENT SHALL BE PROVIDED AT PIPE
PENETRATIONS AND OPENINGS AS SHOWN IN THE DRAWINGS.
ALL REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED.
LAP SPLICES SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:
LAP SPLICE LENGTH
100% TIED CONTACT SPLICES ARE REQUIRED.6.
1.
2.
0330-003
DETAIL . WALL CORNER REINFORCING SIZES AND SPACING'S
ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE 90 DEGREE ACI
318 STANDARD HOOKS.
SPACING
6"
SPACING
6"
SPACING
6"
SPACING
6"
W-SHAPES:
ROLLED PLATES, ANGLES AND BARS,
ALL SHAPES, EXCEPT W-SHAPES
(INCLUDING CHANNELS):
SQUARE OR RECTANGULAR STEEL
TUBING:
STEEL PIPE:
ALUMINUM:
STAINLESS STEEL:
SOIL SITE CLASS D
SEISMIC PARAMETERS (DESIGN)
S = 1.34 G
S = 0.76 G
SEISMIC DESIGN CATEGORY D
IMPORTANCE FACTOR = 1.25
100 PSF LIVE (FOR TOP SLAB)
FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38
"ABBREVIATIONS AND ACRONYMS" PUBLICATION AS DISTRIBUTED BY
THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).
DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY
TO ALL SIMILAR SITUATIONS OCCURRING THROUGHOUT THE PROJECT,
WHETHER OR NOT THEY ARE KEYED IN EACH LOCATION. CONSULT
THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
VERIFY ALL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH
THE MECHANICAL AND ELECTRICAL DRAWINGS.
NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, DUCTS, ETC,
UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE
DISTRICT.
VISITS TO THE JOB SITE BY THE DISTRICT TO OBSERVE THE
CONSTRUCTION DO NOT IN ANY WAY MEAN THAT DISTRICT IS
GUARANTORS OF THE CONSTRUCTOR'S WORK, NOR RESPONSIBLE
FOR THE COMPREHENSIVE OR SPECIAL INSPECTIONS,
COORDINATION, SUPERVISION, FOR SAFETY AT THE JOB SITE.
ALL SPECIFIED CONCRETE TESTING DURING CONSTRUCTION WILL BE
DISTRICT FURNISHED. HOWEVER, ANY COST OF ADDITIONAL TESTS DUE
TO CONTRACTOR'S NEGLIGENCE WILL BE AT CONTRACTOR'S EXPENSE.
ALL SPECIFIED LABORATORY TEST MIXES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
1.
2.
3.
4.
5.
6.
LOCATIONS FOR REVIEW AND APPROVAL BY THE ENGINEER.
CONSTRUCTION, SHALL BE SUBMITTED FOR REVIEW AND APPROVAL.
ADDITIONAL CONSTRUCTION JOINT LOCATIONS, AS REQUIRED FOR
100 MPH, 3 SEC GUST WIND SPEED (ULTIMATE)
EXPOSURE C
IMPORTANCE FACTOR = 1.15
NET ALLOWABLE SOIL BEARING PRESSURES: (WITH A 1/3
INCREASE ALLOWED USING WIND OR SEISMIC LOADS)
SHALLOW FOUNDATIONS - 2000 PSF
5.
SHALL BE AS SHOWN ON THE DRAWINGS. TYPICAL HORIZONTAL
WALL REINFORCING SHALL LAP WITH THE CORNER HORIZONTAL
REINFORCING.
TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT
MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR
IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS.
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
GENERAL
CQ
CQ
MECHANICAL NOTES, PIPING SYMBOLS
SM
G-5
NO SCALE
& LEGENDS
D-58373
M
H
E/H
S
S
K
PIPE AND FITTING SYMBOLS
FLEXIBLE COUPLING
ELBOW UP
TEE UP
LATERAL UP
ELBOW DOWN
TEE DOWN
METAL BELLOWS EXP JOINT
ELASTOMER BELLOWS EXP JOINT
EXISTING PIPE
NEW PIPE
WELDED JOINT
GROOVED END JOINT
FLANGED JOINT
BELL & SPIGOT JOINT (LEADED)
HUB & SPIGOT JOINT
(RUBBER GASKET)
BALL JOINT
EXISTING PIPE TO BE ABANDONED
GROOVED END ADAPTER FLANGE
EXISTING PIPE TO BE REMOVED
FLANGED COUPLING ADAPTER
ADAPTER SIDE
LATERAL DOWN
CONCENTRIC REDUCER
ECCENTRIC REDUCER
UNION
REDUCING BUSHING
CAP
ANCHOR
ELBOW, 90 DEGREE
CROSS
TEE
ELBOW, 45 DEGREE
LATERAL
ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS.
SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING
SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.
EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND IS NOTED
AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED.
3.
NOTES:
1.
2.
VALVE DESIGNATION
VALVE TYPE, SEE
SPECIFICATIONS
VALVE DESIGNATIONS
PIPING DESIGNATION
EXAMPLE:
VALVE SYMBOLS
GATE
BUTTERFLY
GLOBE
BALL
ECCENTRIC PLUG
PLUG OR COCK
NEEDLE
DIAPHRAGM
PINCH
SWING CHECK
BALL CHECK
X = NO. IN SPECS
SAMPLE
MUD
PRESSURE RELIEF
HOSE VALVE (HV- X) OR (V-X)
KNIFE GATE
SEATING PORT
REGULATED SIDE
INDICATED FLOW PATTERN.
ARROWS INDICATE FLOW PATTERN.
SEATING PORTS ARE IMPLIED BY
REGULATED SIDE
MULTI-PORT VALVE,
ACTUATOR SYMBOLS
ELECTRIC MOTOR
PNEUMATIC CYLINDER
PNEUMATIC DIAPHRAGM
HYDRAULIC
MANUAL
SOLENOID
ELECTRO HYDRAULIC
DOUBLE LINESINGLE LINE
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
MANUAL VALVES AND CHECK VALVES
CONTROL VALVES
DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE
TELESCOPING SCUM VALVE
PRESSURE CONTROL (INTERNAL PILOT)
PRESSURE CONTROL (EXTERNAL PILOT)
MECHANICAL JOINT &
PROPRIETARY RESTRAINED JOINT
FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE
CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.
SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN
OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE
THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY
ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER
PIPING PASSES FROM A STRUCTURE TO BACKFILL.
SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED
THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING
COMPONENTS ARE NECESSARILY USED IN THE PROJECT.
ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR
NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE
ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND
MECHANICAL EQUIPMENT.
FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER.
2.
9.
8.
7.
6.
5.
4.
3.
1.
MECHANICAL LEGEND AND NOTES
ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH
GENERIC PIPING NOTES
THRUST PROTECTION AS SPECIFIED, UNLESS OTHERWISE NOTED. THRUST PROTECTION
SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AS SPECIFIED,
UNLESS OTHERWISE NOTED.
M
20FV
6112
SELF-CONTAINED REGULATING VALVES
UNIT PROCESS
VALVE FUNCTION
UNIQUE TAG NUMBER
NOTE:
20PRV8011
PROCESS OR FACILITY NUMBER.
05 = YARD
95 = CONTROL BUILDING
SEE P&IDS FOR PROCESS VALVES
UNIQUE TAG NUMBER. SEE SELF-
CONTAINED REGULATION VALVE
SCHEDULE IN THE SPECIFICATIONS
VALVE TYPE AND FUNCTON. SEE I&C
LEGENDS FOR FURTHER DEFINITIONS
V 500
PIPE MATERIAL, SEE SPECIFICATIONS
AIR AND/OR
VACUUM RELEASE
16" RW, STL
16" RW, STL
PIPE DIAMETER
SERVICE, SEE FLOW STREAM ID
SEE I&C LEGENDS FOR FURTHER DEFINITIONS AND
ACTUATOR TYPES.
APPROXIMATE. CONTRACTOR SHALL DESIGN SUPPORTS PER SPECIFICATIONS.
WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
CQ
AM
GENERAL
SM
G-6
NO SCALE
ELECTRICAL LEGEND
D-58374
30
2a
or
or
or
BD
or
2
30
60/40
2
2
DB
or
FO
XXXX
G
G
N
LPXXA
100/40
or
XX
EX
L20R
20
LIGHTING SYSTEM PLAN
GROUND SYSTEM PLAN
MCC-A
G
G
[A1]
T
or
or
J
GG
G
CSCS
CSHH
LL
4444
5555
11
CSOS
CSLC
EUH
AC
- CLOCK HANGER
- CORROSION RESISTANT
C
CRE
CONNECTION POINT TO EQUIPMENT SPECIFIED.
RACEWAY, CONDUCTOR,TERMINATION AND CONNECTION
IN THIS DIVISION.
MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME
OR IDENTIFYING SYMBOL AS SHOWN.
PANELBOARD - SURFACE MOUNTED
PANELBOARD - FLUSH MOUNTED
TERMINAL JUNCTION BOX
MOTOR, SQUIRREL CAGE INDUCTION
GENERATOR, VOLTAGE AND SIZE AS INDICATED.
HOME RUN - DESTINATION SHOWN
EXPOSED CONDUIT AND CONDUCTORS*
CONCEALED CONDUIT AND CONDUCTORS*
CONTACTOR, MAGNETIC, NEMA SIZE INDICATED
STARTER, MAGNETIC NEMA SIZE INDICATED
CONVENIENCE RECEPTACLE - DUPLEX UNLESS NOTED
OTHERWISE
SUBSCRIPT NUMBER AT RECEPTACLE INDICATES CIRCUIT
240V RECEPTACLE
CONVENIENCE RECEPTACLE - QUADRUPLEX
MULTI OUTLET ASSEMBLY
DUPLEX CONVENIENCE RECEPTACLE - FLUSH IN FLOOR
CONVENIENCE RECEPTACLE, PEDESTAL, DUPLEX
SINGLE FACE UNLESS INDICATED OTHERWISE
RECEPTACLE, SPECIAL PURPOSE-NEMA CONFIGURATION
AND AMPERAGE INDICATED
THERMOSTAT
CROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR.
SIZE CONDUIT ACCORDING TO SPECIFICATIONS
AND APPLICABLE CODE.
CONDUIT DOWN
CONDUIT UP
CONDUIT TERMINATION AT CABLE TRAY
EXISTING CONDUIT/ DUCT BANK
BUS DUCT - SEE SPECIFICATIONS
CONCRETE ENCASED CONDUIT
DIRECT BURIED CONDUIT
WALL MOUNTED LUMINAIRE, SEE SCHEDULE
LUMINAIRE AND POLE, SEE SCHEDULE
LUMINAIRE WITH INTERNAL BATTERY BACKUP,
SEE SCHEDULE
LUMINAIRE, SEE SCHEDULE
LUMINAIRE, SEE SCHEDULE
ELECTRIC AIR CONDITIONER
(SELF CONTAINED UNIT)
ELECTRIC UNIT HEATER
FIBER OPTIC CONDUIT
CONCRETE ENCASED DUCT BANK WHERE XXXX IS THE
DUCT BANK NAME. SEE CIRCUIT AND RACEWAY
CODING DEFINITION
CONCEALED CONDUIT ROUTING AREA
CONDUIT ROUTING AREA
CABLE TRAY
GENERAL CONTROL OR WIRING DEVICE.
LETTER SYMBOLS OR ABBREVIATIONS
INDICATE TYPE OF DEVICE
CONTROL STATION, SEE CONTROL DIAGRAMS
FOR CONTROL DEVICE(S) REQUIRED.
WALL SWITCH:
SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE
INDICATES SWITCHING. SUBSCRIPT NUMBER
AT LUMINAIRE INDICATES CIRCUIT
FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN
PILOT LIGHT
KEY OPERATED
DIMMER
CORROSION RESISTANT
MOMENTARY 3-WAY
MANUAL STARTER
WITH OVERLOADS
P-
K-
D-
CRE-
L-
MS-
DOUBLE POLE
THREE WAY
FOUR WAY
WEATHERPROOF
EXPLOSIONPROOF
MOTOR RATED
2-
3-
4-
WP-
EX-
M-
EQUIPMENT NEUTRAL BUS
EQUIPMENT GROUND BUS
PIGTAIL FOR CONNECTION TO EQUIPMENT
CABINET OR FRAME
GROUNDING CONDUCTOR, SIZE AS INDICATED
GROUND ROD IN TEST WELL
GROUND ROD
STANDBY LIGHTING UNIT, SURFACE MOUNTED,
SEE SCHEDULE
COMBINATION CIRCUIT BREAKER AND
MAGNETIC STARTER, NEMA SIZE INDICATED
FUSED DISCONNECT SWITCH, CURRENT RATING INDICATED
(60/40, 60=SWITCH RATING / 40=FUSE RATING)
3 POLE
NONFUSED DISCONNECT SWITCH, CURRENT RATING
INDICATED, 3 POLE
TRANSFORMER
CE
CONDUIT, STUBBED AND CAPPED
LPXXA
PANELBOARD LETTER OR NUMBER
LP - LOW VOLTAGE PANEL
DP - DISTRIBUTION PANEL
CSMD MOTION DETECTOR
PHOTOCELL
OCCUPANCY SENSOR
EXIT LIGHTS - FILLED SECTION INDICATES LIGHTED FACE,
ARROW INDICATES EGRESS DIRECTIONAL INDICATORS,
XX = FIXTURE NUMBER, SEE SCHEDULE
UTILITY POLE
UTILITY REVENUE METERING FACILITY
XX
2
- WEATHERPROOF
- TWIST LOCK
- GROUND FAULT CIRCUIT INTERRUPTER
WP
TL
GFCI
LIGHTING CONTACTOR, CURRENT RATING INDICATED
BREAKER, SEPARATELY MOUNTED, CURRENT
RATING INDICATED
(100/40, 100 = FRAME SIZE; 40 = TRIP RATING)
3 POLE
LIGHTING CONTACTOR
FACILITY NUMBER
MM
C
1
1
STRIP LUMINAIRE, SEE SCHEDULE1
33
3a
PC
1
11
or
T
AFD ADJUSTABLE FREQUENCY
DRIVE
MAGNETIC CONTACTOR
COIL
AF
AFF
A
AMPERE FRAME
ABOVE FINISHED FLOOR
AMMETER, AMPERE, AMBER
AFG ABOVE FINISHED GRADE
M
MCC
MH
MS
MOTOR CONTROL CENTER
MOTOR STARTER
MANHOLE, METAL HALIDE
MSC
AT
FVR
BC
ATS
C
CB
CKT
CPT
CR
CT
ETM
EXST
FDR
F
CRE
K
G
GALV
GFCI
GFR
GND
HH
HID
HPS
IC
INST
HS
I &C
AMPERE TRIP
EQPT EQUIPMENT
CONTROL POWER
TRANSFORMER
AUTOMATIC TRANSFER
SWITCH
RVSS
PULL BOX, PUSH BUTTON
SWITCH
TS
TIME OPEN
TC TIME CLOSE
INSTRUMENTATION AND
CONTROL
GROUND FAULT CIRCUIT
INTERRUPTER
FVNR FULL VOLTAGE
NON-REVERSING
FULL VOLTAGE
REVERSING
SA SURGE ARRESTOR
BARE COPPER
CURRENT TRANSFORMER
CONDUIT, CONTACTOR
CIRCUIT BREAKER
CIRCUIT
CONTROL RELAY
DIRECT CURRENT
DIVISION
ELAPSED TIME METER
EXISTING
FEEDER
FUSE
BRKR BREAKER
CORROSION-RESISTANT
MOUNTED
OL
OVERLOAD RELAY
NEUTRAL
NORMALLY CLOSED
NORMALLY OPEN
RED
RECEPTACLE
REMOTE TELEMETRY
PHOTOCELL
PANEL
PRESSURE SWITCH
POTENTIAL TRANSFORMER
NC
PB
PC
PNL
PS
PT
PVC
R
RT
RCPT
REQD REQUIRED
PMR PHASE MONITOR RELAY
W
WP
WATT
WEATHERPROOF
VOLTMETER, VOLT
VOLTMETER SWITCH
UNIT HEATER
THERMOSTAT
TIME DELAY RELAY
TERMINAL JUNCTION BOX
T
TB
TDR
TJB
TSP
TVSS
UH
V
VS
TWISTED SHIELDED PAIR
XFMR TRANSFORMER
STAINLESS STEEL
SOLENOID VALVE
SWITCH
SST
SV
SW
J, J-BOX JUNCTION BOX
KEY INTERLOCK
GREEN, GROUND
GALVANIZED
GROUND FAULT RELAY
GROUND
HANDHOLE
HIGH INTENSITY
DISCHARGE
HIGH PRESSURE SODIUM
INTERRUPTING CAPACITY
INSTANTANEOUS
HAND SWITCH
SCCR SHORT CIRCUIT CURRENT
RATING
MTD
N
MANUFACTURER SUPPLIED
CABLE
HP HORSE POWER
I/O INPUT/OUTPUT
LCP LOCAL CONTROL PANEL
NOT TO SCALE
RGS
TO
TEMPERATURE SWITCH
TYPICALTYP
TRANSIENT VOLTAGE SURGE
SUPRESSOR
RIGID GALVANIZED STEEL
CONDUIT
FACP FIRE ALARM CONTROL PANEL
PHASEPH
PLC PROGRAMMABLE LOGIC
CONTROLLER
REDUCED VOLTAGE
SOFT STARTER
UPS UNINTERRUPTIBLE POWER
SUPPLY
I.T. INFORMATION TECHNOLOGY
DRAWING
HVAC HEATING VENTILATION AND
AIR CONDITIONING
CONT CONTINUED
FLA FULL LOAD AMPS
DC
DIV
DWG
NO
NTS
CONDUIT
POLYVINYL CHLORIDE
NOTE:
ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO. 12, ONE NO. 12 GROUND
CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE
NUMBER OF NO. 12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G"
INDICATES GREEN GROUND WIRE.
ATC AUTOMATIC TRANSFER
CONTROL
SURGE PROTECTIVE DEVICESPD
1. THIS IS A STANDARD LEGEND SHEET.
THEREFORE, NOT ALL OF THE INFORMATION
SHOWN MAY BE USED ON THIS PROJECT.
GENERAL NOTE:
CONDUIT AND CONDUCTOR CALLOUT, SEE SCHEDULE.
POWER SYSTEM PLAN-1
POWER SYSTEM PLAN-2
ABBREVIATIONS
DESCRIPTIONSYMBOL
SYMBOL
DESCRIPTIONSYMBOL
TERMINAL BOX
HIM HUMAN INTERFACE MODULE
RTD RESISTANCE TEMPERATURE
DETECTOR
MOTOR PROTECTION PANELMPP
LV LOW VOLTAGE
KA
KV
KVA
KW
KILOAMPERES
KILOVOLT
KILOVOLT AMPERES
KILOWATT
HV HIGH VOLTAGE
AMF ACTIVE HARMONIC FILTER
SB SWITCHBOARD
CONTROL STATIONCS
SC AVAILABLE SHORT CIRCUIT
CURRENT
AIR CHANGES PER HOURACH
POWER SYSTEM PLAN-1
DESCRIPTIONSYMBOL
FF
FF
AIR DUCT DETECTOR
FIRE ALARM STROBE LIGHT
FIRE ALARM HORN/STROBE LIGHT
FIRE ALARM HORN
FIRE ALARM BELL
FIRE ALARM SYSTEM, AUTOMATIC, HEAT DETECTOR
FIRE ALARM SYSTEM, AUTOMATIC SMOKE DETECTOR
FIRE ALARM STATION, MANUAL
DD DOOR HOLDER
FIRE SPRINKLER TAMPER SWITCH
FIRE SPRINKLER FLOW SWITCH
P
F
TS
FS
HD
ENVIRONMENTAL CONTROL PANEL
ECP
AY
COMBUSTIBLE GAS SAMPLE PUMP
AIS
COMBUSTIBLE GAS DETECTOR
FIRE ALARM SYSTEM PLAN AND RISER
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
GENERAL
CQ
CQ
DESIGN CRITERIA
SM
G-7
NO SCALE
& CIVIL GENERAL NOTES
D-58375
REJECT RECOVERY FACILITY (RRF)
DESIGN FLOWS, MGD
MINIMUM PRODUCTION CAPACITY
AVERAGE PRODUCTION CAPACITY
MAXIMUM PRODUCTION CAPACITY
MGD
MGD
MGD
LAST UPDATED:
0.1
0.5
1.0
RRF SETTLING CHANNEL
RRF SETTLING CHANNEL (PART OF 20-TK-101); (EMWD: TK-10100)
ITEM
CAPACITY
DIMENSIONS
SWD
WIDTH
LENGTH (AVG)
WATER VELOCITY AT 1.2 MGD (816 GPM)
UNITS VALUE
GALLONS 2640
FT 10
FT 6
FT 44
FT/SEC 0.03
EROSION CONTROL
THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN FOR
WORK DURING THE CONSTRUCTION, SIGNED AND STAMPED BY A
REGISTERED CIVIL ENGINEER PRIOR TO THE START OF CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF EROSION CONTROL MEASURES CONTAINED WITHIN
THE CONTRACT SPECIFICATIONS OR AS REQUIRED BY THE CITY,
DISTRICT, OR OTHER REGULATORY AUTHORITY. THE CONTRACTOR
SHALL ALSO PROVIDE ANY ADDITIONAL EROSION CONTROL
MEASURES (E.G. HYDROSEEDING, MULCHING OF STRAW, SAND BAGGING,
DIVERSION DITCHES, ETC.) DICTATED BY FIELD CONDITIONS TO
PREVENT EROSION OR THE INTRODUCTION OF DIRT, MUD, OR DEBRIS
INTO EXISTING PUBLIC STREETS, WATERWAYS, OR ONTO ADJACENT
PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS.
1.
2.
3.
4.
5.
GENERAL
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES
NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO
REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY THE
CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR
RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL
COMPENSATION.
THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS FROM
DEMOLITION AT CONTRACTORS EXPENSE.
ALL STRUCTURE COORDINATES ARE TO OUTSIDE CORNER OF COLUMN
OR STRUCTURE.
THE CONTRACTOR SHALL DISPOSE OF ALL NON-ORGANIC WASTES SUCH
AS OLD GUNITE, PIPING, ROCK RUBBLE ETC... AT AN APPROVED LANDFILL
OR, OTHER SUITABLE DISPOSAL SITES AT THE CONTRACTOR'S EXPENSE.
CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE
DAMAGED OR DESTROYED DURING CONSTRUCTION.
1.
A.
PIPING
THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF
HEALTH SERVICES CRITERIA FOR THE SEPARATION OF WATER MAINS
AND SANITARY SEWERS.
THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 36 INCHES OF
COVER ON ALL PIPELINES UNLESS OTHERWISE SHOWN OR DIRECTED.
STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN INVERT ELEVATIONS
SHOWN OR SPECIFIED.
THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, PULL BOXES AND
MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR
SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET ONE FOOT ABOVE
GRADE.
ALL PIPE TRENCHING AND BACKFILL SHALL BE IN ACCORDANCE WITH
DETAIL 2 ON DWG C-4. THE PIPING SHOWN ON THESE PLANS SHALL BE
RESTRAINED JOINT DESIGN AT ALL SLEEVE TYPE COUPLINGS.
THE CONTRACTOR SHALL PROVIDE TWO FLEXIBLE SLEEVE TYPE COUPLINGS
WITH RESTRAINED JOINTS FOR EACH PIPE PENETRATING A STRUCTURE. THE
COUPLINGS AND FLEXIBLE JOINTS SHALL BE 3-FEET AND 8-FEET AWAY FROM
THE STRUCTURE. ALL PIPING SHALL BE RESTRAINED JOINT DESIGN UNLESS
INDICATED OTHERWISE. COUPLINGS AND RESTRAINED JOINTS SHALL BE
PROVIDED WHETHER SHOWN ON THE DRAWINGS OR NOT. STEEL PIPE
RESTRAINED HARNESS SETS SHALL BE PROVIDED IN ACCORDANCE WITH
AWAA M-11. ALL OTHER PIPES, COUPLINGS AND RESTRAINED JOINTS SHALL
BE APPROVED BY THE ENGINEER. ALL RESTRAINED JOINTS SHALL BE IN
ACCORDANCE WITH THE PIPE MANUFACTURERS' RECOMMENDATIONS.
1.
2.
3.
4.
5.
6.
UTILITIES
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL
LOCATE ALL EXISTING UTILITIES IN AND AROUND THE AREAS OF NEW
CONSTRUCTION. THE CONTRACTOR SHALL POTHOLE FOR EXISTING
UTILITIES PRIOR TO SUBMITTAL OF SHOP DRAWINGS, FOR POINTS OF
CONNECTIONS. CONTRACTOR SHALL PROVIDE POTHOLE DATA TWO
WEEKS PRIOR TO THE START OF CONSTRUCTION.
THE CONTRACTOR SHALL PROTECT ALL REMAINING EXISTING UTILITIES.
LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS
WERE OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL
VERIFY ALL LOCATIONS AND ELEVATIONS AND SHALL TAKE ALL
PRECAUTIONARY MEASURES NECESSARY TO PROTECT UTILITY LINES
WHETHER SHOWN OR NOT SHOWN.
PRIOR TO ANY CONNECTION TO AN EXISTING UTILITY, THE CONTRACTOR
SHALL COORDINATE WITH THE UTILITY OWNER.
PRIOR TO ANY EXCAVATION IN THE VICINITY OF ANY EXISTING
UNDERGROUND FACILITIES, INCLUDING ALL WATER, SEWER, STORM DRAIN,
GAS, PETROLIUM PRODUCTS, OR OTHER PIPELINES; ALL BURIED ELECTRIC
POWER, COMMUNICATIONS, OR TELEVISION CABLES; ALL TRAFFIC
SIGNAL AND STREET LIGHTING FACILITIES; AND ALL ROADWAY, STATE
HIGHWAY, AND RAILROAD RIGHTS-OF-WAY, THE CONTRACTOR SHALL
NOTIFY THE RESPECTIVE AUTHORITIES REPRESENTING THE OWNERS OR
AGENCIES RESPONSIBLE FOR SUCH FACILITIES NOT LESS THAN 3 DAYS
NOR MORE THAN 7 DAYS PRIOR TO EXCAVATION SO THAT A
REPRESENTATIVE OF SAID OWNERS OR AGENCIES CAN BE PRESENT
DURING SUCH WORK IF THEY SO DESIRE. IN THE CASE OF THE
UNDERGROUND UTILITY SERVICE ALERT CENTER, THIS NOTICE WILL
GIVE THEM TIME TO MARK THE LOCATION OF THE UTILITIES. THE
CONTRACTOR SHALL ALSO NOTIFY THE REGIONAL OR LOCAL
UNDERGROUND SERVICE ALERT COMPANY AT LEAST 3 DAYS, BUT
NO MORE THAN 7 DAYS, PRIOR TO SUCH EXCAVATION.
1.
2.
3.
4.
5.
SURVEY AND CONTROL
BRASS DISC IN TOP OF A LARGE BOULDER STAMPED "40Y 1931"
(PID: DX2103)
EL=1493.77 (NGVD 29)
NOTE
NGVD 29 DATUM ELEVATION OF 1493.77 IS A SUPERSEDED
SURVEY CONTROL
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL
STATIONS "NOCO", "P474", AND "BILL" NAD83 (CORS96) AS SHOWN HERE ON. ALL
BEARINGS SHOWN ON THIS MAP ARE GRID. ALL DISTANCES SHOWN ARE GROUND
DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED
BY MULTIPLYING THE GROUND DISTANCES BY A COMBINATION FACTOR OF
0.99992756. CALCULATIONS ARE MADE AT "TCI BASE" WITH COORDINATES OF
; N:2247948.488, E:6272842.673.
DWG D-43894 SHOWS THE MONUMENTS ALONG MARIGOLD DRIVE CENTERLINE.
CIVIL GENERAL NOTES CIVIL GENERAL NOTES - CONTINUEDDESIGN CRITERIA
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
N 2,247,600.00
N 2,247,800.00
N 2,248,000.00
N 2,248,200.00
N 2,247,600.00
N 2,247,800.00
N 2,248,000.00
N 2,248,200.00
E 6
,2
72
,4
00
.0
0
E 6
,2
72
,6
00
.0
0
E 6
,2
72
,8
00
.0
0
E 6
,2
73
,0
00
.0
0
E 6
,2
73
,2
00
.0
0
E 6
,2
73
,4
00
.0
0
12
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
FS
CQ
CIVIL
SM
C-1
1"=40'
OVERALL SITE PLAN
MARIGOLD DRIVE
OLD
E
VA
NS
R
OA
D
DA
HLIA
C
OU
RT
AS
TE
R LA
NE
CONTROL
BUILDING
CHEMICAL
STORAGE
AREA
RAW
WATER
PUMP
STATION
S/B
GENERATORS
MECHANICAL BUILDING
RAW WATER
AUGMENTATION
PUMP STATION
UV DISINFECTION
FACILITY
CLEARWELL AND
FINISHED WATER
PUMP STATION
PRETREATMENT
BASIN
FERRIC CHLORIDE
STORAGE AND FEED
MEMBRANE TANKS
REJECT
RECOVERY
BUILDING
HEADWORKS/
SCREENING
FACILITY
CIP AND
BACKPULSE TANKS
HYDROCHLORIC
ACID AREA
MEMBRANE
TANKS
MAIN GATE
(CONTRACTOR
ACCESS)
PERCOLATION/
DETENTION POND
D-58376
CONTRACTOR LAYDOWN
AND STAGING AREA
EXISTING RRF EQ TANK
NEW SETTLING
CHANNEL OUTLINE
FOR DEMOLITION IN THIS AREA,
SEE C-4, DETAIL 1 ON M-2 AND
THE STRUCTURAL DRAWINGS
0 40 80 120
SCALE: 1" = 40'-0"
GENERAL SHEET NOTES
1. CONTRACTOR SHALL RESTORE LAYDOWN
AND STAGING AREA AND OTHER DISTURBED
AREAS ON THIS SITE TO MATCH EXISTING
CONDITIONS.
AREA WHERE EXISTING
FIRE HYDRANT IS LOCATED
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
CIVIL
FS
CQ
PARTIAL GRADING PLAN
SM
C-2
3/32"=1'
GENERAL SHEET NOTES
1.
2.
AC PAVED AREAS DISTURBED BY CONSTRUCTION MUST BE
REPAIRED WITH NEW AC PAVEMENT, SEE DETAIL.
ALL EXISTING FACILITIES AND ALL EXISTING FEATURES SHALL
BE PROTECTED IN-PLACE.
D-58377
NEW GUARD POSTS
PER
1449.75
FS
1449.65
FS
1449.85
FS
3305-995
3'-0
"
NEW VAULT LOCATION
FOR CLEANOUT, SEE C-4
NOTES:
1.FOR PAVEMENT REPLACEMENT, THE PAVEMENT AND AGGREGATE
BASE THICKNESS SHALL MATCH EXISTING THICKNESSES PLUS
1-INCH, OR AS SHOWN HEREON, WHICHEVER IS GREATER. MATCH
EXISTING LINE AND GRADE WHEN REPLACING PAVEMENT.
AC PAVEMENT
AGGREGATE BASE
COMPACTED TO
95% MAX DRY
DENSITY
SUBGRADE COMPACTED
ACCORDING TO THE
REQUIREMENTS IN
THE SPECIFICATIONS
1
AC PAVEMENT SECTION
NTS
___
APPROXIMATE LIMITS TO SAW
CUT EXISTING AC PAVEMENT,
CONTRACTOR TO FIELD VERIFY
LIMITS SHOWN, SEE
1
___
REJECT
RECOVERY
FACILITY
FFE=1450.25
ME
MB
RA
NE
T
AN
KS
RRF EQ TANK
CHEMICAL
STORAGE
AREA
CONTROL
BUILDING
CIP AND
BACKPULSE
TANKS
APPROXIMATE LIMIT
WHERE CONCRETE
SURFACE EDGE MEETS
PAVED SURFACE
APPROXIMATE LIMITS TO SAW CUT EXISTING
4" THICK AND REINFORCED (WWF 4x4-W4xW4)
CONCRETE SLAB, CONTRACTOR TO FIELD
VERIFY LIMITS SHOWN AND SAW CUT TO THE
NEAREST JOINT. CONTRACTOR SHALL
REPLACE REMOVED CONCRETE SLAB
SECTION TO MATCH EXISTING ALONG
WITH EXISTING GRADES AND LIMITS
EXISTING 8' WIDE
CROSS GUTTER
~1449.25 FL
(EXISTING)
~1448.41 FL
(EXISTING)
9"
4"
6"
12
"
0 1 2 3
SCALE: 3/32" = 1'-0"
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12/03/19
FS
CQ
CIVIL
SM
C-3
1"=5'
YARD PIPING DEMOLITION
D-58378
REMOVE AND RELOCATE
EXISTING BLOWOFF HEAD
REJECT
RECOVERY
FACILITY
FFE=1450.25
ME
MB
RA
NE
T
AN
KS
RRF EQ TANK
GENERAL SHEET NOTES
1.
2.
3.
4.
REMOVE ALL EXISTING PIPING ACCESSORIES (SUCH AS LOCATION
WIRES)
PIPE MATERIAL FOR EXISTING 8"RMP AND 6"RMC IS PVC C900 WITH
DUCTILE IRON FITTINGS (CEMENT LINED PER AWWA C104) WITH
MECHANICAL JOINTS.
FOR ALL BURIED DUCTILE IRON AND STEEL PIPE AND FITTINGS
PROVIDE CP TEST STATIONS.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING INFORMATION
SHOWN.
0 5 10 15
SCALE: 1" = 5'-0"
DENOTES DEMOLITION
REMOVE THE EXISTING
45° ELBOW AND REPLACE
WITH A 90° ELBOW. MATCH
EXISTING PIPE JOINTS AND
FITTINGS
REMOVE CO VERTICAL SPOOL
(RISER), 45° ELBOWS AND
SHORT SPOOL PIECES AND
REPLACE WITH NEW CO RISER
(MATCH EXISTING) AND 90°
ELBOW. CONNECT THE NEW
ITEMS TO THE EXISTING 6" RMC
REMOVE CO VERTICAL SPOOL (RISER),
45° ELBOWS AND SHORT SPOOL PIECES
AND REPLACE THEM WITH NEW CO RISER
(MATCHING EXISTING) AND 90° ELBOW.
CONNECT THE NEW ITEMS TO THE
EXISTING 6" RMC. REPLACE THE VAULT
PER DETAIL 1 ON DWG C-4
EXISTING CONCRETE
SLAB FOR MEMBRANE
MAINTENANCE
REMOVE THIS SECTION OF THE
EXISTING 8" RMP AND REPLACE
AS SHOWN ON DWG C-4
REMOVE THIS SECTION OF
THE EXISTING 8" RMP AND
REPLACE AS SHOWN ON
DWG C-4
EXISTING CONCRETE SURFACE
8" RMP, NOTE 2
6" RMC, NOTE 2
REMOVE THIS SECTION OF
THE EXISTING 10" RJT AND
REPLACE AS SHOWN ON
DWG C-4 AND M-1
REMOVE EXISTING 6" PIPE TO
THE BLOWOFF AND REPLACE
AS SHOWN ON DWG C-4 AND M-1
EXISTING PAVED SURFACEEXISTING PAVED SURFACE
8" RMP
6" RMC (CO RISER)
C-3_PHOTO1.JPG
NTS
EXISTING BURIED PIPING DETAIL
NEW CHANNEL
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
FS
CQ
CIVIL
SM
C-4
1"=5'
OVERALL YARD PIPING PLAN
GENERAL SHEET NOTES
D-58379
PIPING COORDINATE TABLE
ROTATE EXISTING BURIED 90 ELBOW 45 DEGREES
COUNTERCLOCKWISE AND CONNECT NEW 8" RMP
AT THIS FITTING.
NEW PIPE FOR 8" RMP ENDS AT THIS NEW 90° ELBOW.
CONNECT THIS NEW 90° ELBOW TO EXISTING PIPE.
NEW CO RISER (TO MATCH EXISTING), CONNECTED
TO THE EXISTING 6" RMC VIA A NEW 90° CLDI ELBOW.
PROVIDE AND INSTALL NEW VAULT AND PIPE SO
NEITHER INTERFERES WITH THE NEW SETTLING
CHANNEL FOOTING. SEE DETAIL 1 ON THIS DRAWING.
CONNECT NEW 10" RJT PIPE TO THIS EXISTING FITTING.
FOR PIPE TRENCH, SEE DETAIL 2.
1.
2.
3.
4.
5.
1
2
3
N 2247938.97 E 6272812.25
E 6272814.33N 2247938.97
E 6272814.33N 2247915.91
INV 1444.74
PIPING COORDINATE TABLENO
INV 1444.74
INV 1444.74
10" RJT
8" RMP
NOTE 1
NOTE 3
NOTE 4
3
RELOCATED BLOWOFF
HEAD CONNECT PER
EMWD STD DWG B-351
REJECT
RECOVERY
FACILITY
ME
MB
RA
NE
TA
NK
S
RRF EQ TANK
2
1
NOTE 2
4"
4"
4"
1"
2"
TR
EN
CH
D
EP
TH
PIP
E Z
ON
E B
AC
KF
IL
L
NOTE 1
PIP
E Z
ON
E B
AC
KF
IL
L
TR
EN
CH
D
EP
TH
NOTE 1
EM
BE
DM
EN
T
12
"
CAP SCREWS 316 SS
GRAVEL
MIN
MIN
1" ECC PLUG VALVE, THREADED
WITH NIPPLE AND QUICK CONNECT
FEMALE END TYPE
FINISHED GRADE
PRE-CAST CONCRETE BOX WITH
TRAFFIC-RATED COVER (H-20 RATED
ALUMINUM COVER ASSEMBLY WITH
WATER TIGHT DOUBLE DOOR ACCESS,
ALUMINUM FRAME AND ALUMINUM
SLIP-RESISTANT-SURFACE TOP PLATE;
180-DEGREE HINGES; AL 316 STAINLESS
STEEL HARDWARE; AS MANUFACTURED
BY JENSEN, MODEL CAA-H20, OR EQUAL)
USE FLANGED PIPE
CONNECTORS OR
HARNESS FOR THRUST
AS REQUIRED
PIPE CONSISTENT
WITH SERVICE LINE
(SEE PIPING SCHEDULE)
TAPPED BLIND
FLANGE WITH
1" SCH 80 SS
NIPPLE
SET FLUSH WITH
PAVEMENT OR
CONCRETE
TRENCH SECTION - TYPE I
SE
E S
PE
CS
SE
E S
PE
CS
SE
E S
PE
CS
SE
E S
PE
CS
SE
E S
PE
CS
SE
E S
PE
CS
TRENCH SECTION - TYPE II
TOP OF
PIPE (OD)
TRENCH
BOTTOM
1'-10" FINAL
BACKFILL
SEE SPECS
1'-10" FINAL
BACKFILL
SEE SPECS
TOP OF
PIPE (OD)
TRENCH
BOTTOM
10" BEDDING
SEE SPECS
10" BEDDING
SEE SPECS
A. FLEXIBLE PIPE REFERS TO ALL STEEL, DUCTILE-IRON, AND
PLASTIC PIPES.
B. TYPICAL TRENCH SECTIONS (I, II AND III) ARE TO BE USED ONLY
WHERE STABLE, COMPACT SOIL CONDITIONS EXIST. IF
BOULDERS OR LARGE OBSTRUCTIONS ARE ENCOUNTERED,
TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN.
THE ENGINEER SHALL BE ADVISED SHOULD THIS OCCUR.
C. THE NEED FOR PROTECTIVE SYSTEMS AND EXCAVATION
SLOPES SHALL BE DETERMINED CONSIDERING APPLICABLE
LOCAL, STATE AND FEDERAL (OSHA) SAFETY STANDARDS AND
REGULATIONS, AND GEOTECHNICAL CONSULTANTS'
RECOMMENDATIONS.
D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN
ACCORDANCE WITH THE APPLICABLE LOCAL, STATE AND
FEDERAL (OSHA) SAFETY STANDARDS AND REGULATIONS.
NOTES:
1. MAX TRENCH WIDTH @ TOP OF PIPE:
OD + 36" FOR, 18" & LARGER PIPE OD
OD + 24" FOR LESS THAN 18"
2. SEE EARTHWORK SPECIFICATION
SECTION 02201 FOR ADDITIONAL
INFORMATION INCLUDING COMPACTION
REQUIREMENTS AND LIFT THICKNESS.
4"
TR
EN
CH
Z
ON
E
TR
EN
CH
Z
ON
E
12
"
EM
BE
DM
EN
T
1
PRESSURIZED SYSTEM CLEANOUT
NTS
___
2
PIPE TRENCH
NTS
___
4" DRAIN, FOR CONTINUATION
AND PIPE MATERIALS, SEE
DWG M-1
10" RJT, FOR CONTINUATION,
SEE DWG M-1
8" RMP, NOTE 6
6" RMC, NOTE 6
EXISTING CONCRETE
SLAB FOR MEMBRANE
MAINTENANCE
0 5 10 15
SCALE: 1" = 5'-0"
FOR EXISTING PIPE MATERIALS, SEE NOTE 2 ON DWG C-3.
SEE SPECIFICATIONS FOR PIPING SCHEDULE.
INSTALL NEW LOCATION WIRES ON ALL PIPING.
BASED ON EXISTING RECORD DRAWINGS, THE EXISTING
FITTINGS ON THE BURIED PIPING FOR THE 10" RJT, 8" RMP,
AND 6" RMC HAVE MECHANICAL JOINT CONNECTIONS.
CONTRACTOR SHALL FIELD VERIFY THESE CONNECTIONS.
NEW BURIED PIPING AND FITTINGS SHALL MATCH EXISTING
CONNECTIONS.
6.
7.
8.
9.
INV EL INFORMATION IS FROM RECORD DRAWINGS.
CONTRACTOR SHALL FIELD VERIFY THIS INFORMATION
E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE
ENGINEER REGARDING PIPE DESIGN AND COMPLIANCE WITH
APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY
STANDARDS.
F. UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL
SLOPES SHALL NOT BE STEEPER THAN ALLOWED BY
APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY
STANDARDS AND REGULATIONS, UNLESS SUPPORTING
DOCUMENTATION IS SUBMITTED, ACCORDING TO
AFOREMENTIONED SAFETY STANDARDS.
G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS
SHOWN MAY BE UTILIZED PROVIDED THEY COMPLY WITH
APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY
STANDARDS AND REGULATIONS. DOCUMENTATION
SUPPORTING THIS COMPLIANCE AND PIPE DESIGN
CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER.
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12/03/19
STRUCTURAL
TP
TP
OVERALL PLAN
SM
S-1
1/4"=1'-0"
4'-2"
EXTG
EQ TANK
D-58380
NEW CHANNEL
EXISTING
MEMBRANE
TANKS
EXISTING
REJECT RECOVERY
FACILITY
EXISTING
CIP AND BACKPULSE
TANKS
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
STRUCTURAL
TP
TP
FOUNDATION PLAN
SM
S-2
3/8" = 1'-0"
S-4
A
S-5
B
1 2
10'-0"
25'-0"
GENERAL SHEET NOTES
1'-6"
1'-6"
WALL CORNER REINFORCING, SEE , TYP ALL
CORNERS.
HYDROPHILIC WATERSTOP AT EXISTING NEW WALL AND
SLAB INTERFACES. SEE .
SLOPE NEW FOUNDATION SLAB TO SUMP AS SHOWN.
OR GROUT FILL TO ACHIEVE SLOPE. FOR KEY, SEE .
#7 @ 6" ADHESIVE DOWELS INTO EXTG WALL INTERFACES,
FULL HEIGHT, SEE .
#8 @ 6" ADHESIVE DOWELS INTO EXTG BOTTOM SLAB
INTERFACES, SEE . BOTTOM SLAB DOWEL
LOCATION EXTENTS TO BE LIMITED TO THE CENTER OF
THE EXTERIOR WALLS,
1.
2.
3.
4.
5.
FOUNDATION PLAN
EXTG STAIR PAD
EXTG
ALUMINUM
STAIRS
D-58381
S
L
O
P
E
1'-6" 6'-0" 1'-6"
13'-0" 7'-6"
20'-6"
0-0 WALLS
1'-0" F
OO
TIN
G
EX
T, T
YP
1'-6"
6'-0"
1'-6"
25'-0"
1'-6"
7'-6"
28'-0"
35'-6"
0-0 W
ALLS
1'-0" FOOTING EXT, TYP
(DASHED FOR NEW)
NOTE 2
SEE NOTE 2
0315-003
0330-003
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
EXTG NEW
EXTG INSIDE NEW CHANNEL
NE
W C
HA
NN
EL
NE
WE
XT
G
EX
TG
IN
SID
E
EXTG PLATFORM
COLUMN TO REMAIN
A
B
HIGH POINT,
EL 1447.80
EL 1447.50
AT SUMP
EDGE
HIGH POINT
EL 1447.66
TY
P E
XT
G P
ER
IM
EXTG FOUNDATION
EDGE
1'-0"
TY
P E
XT
G P
ER
IM
NOTE 1,
TYP
SEE NOTE 4
SEE NOTE 4
SEE NOTE 5
0330-101
0330-101
NOTE 3,
TYP
2'-0" x 2'-0" x 2'-0"
DEEP SUMP
S-5
C
0330-078
PENETRATION FOR 4" DRAIN
PIPE, SEE DETAIL
1
__
1
FLOOR DRAIN DETAIL
NTS
___
PIPE ENCASEMENT
NOT SHOWN FOR
CLARITY
4" DRAIN PIPE
PIPE SLEEVE WITH PLAIN
END AT CONCRETE FLOOR
AND FLANGED END BELOW
FOUNDATION (~ 8 INCHES),
SEE
REINF NOT SHOWN
FOR CLARITY
4027-605
PV
C
31
6L
SS
T
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
STRUCTURAL
TP
TP
TOP PLAN
SM
S-3
3/8" = 1'-0"
A
1 2
B
S-5
B
S-4
A
TOP PLAN
D-58382
13'-0" 7'-6"
20'-6"
7'-6"
OUTSIDE TO OUTSIDE WALLS
28'-0"
35'-6"
OU
TS
ID
E T
O O
UT
SID
E W
ALLS
NEW 2-RAIL HANDRAIL
AT TOP OF NEW WALLS,
SEE
SEE ENLARGED
PLATFORM FRAMING
ON DWG S-6
REMOVE EXTG HANDRAIL,
REUSING AS MUCH AS
POSSIBLE, SEE PHOTOS
1-4 ON DWG S-7. SEE NOTE
6 FOR CONCRETE REPAIR
GENERAL NOTES
CUT 2'-6" WIDE X 3'-0" HIGH WALL PENETRATION FOR NEW WEIR
GATE. TOP OF PENETRATION TO BE AT BOTTOM OF TOP SLAB.
REFER TO SPECIFICATION 03300, CAST-IN-PLACE CONCRETE, FOR
REPAIR OF EXISTING CONCRETE SURFACE AFTER CUTTING
OPENING TO CUT BACK EXISTING REBAR.
TOP SLAB TO SLOPE AT SAME PITCH AS EXTG.
#7 @ 6" ADHESIVE DOWELS INTO EXTG WALL INTERFACES, FULL
HEIGHT, SEE .
TIE NEW RAILING INTO EXTG ON PLATFORM. ADD NEW POST,
IF REQUIRED FOR PROPER TIE-IN.
ROUGHEN EXTG CHAMFER ON SIDES ADJACENT TO NEW SLAB.
POUR NEW CONCRETE OVER CHAMFER TO ELIMINATE TRIPPING
HAZARD.
FOR CONCRETE REPAIR OF REMOVED ITEMS, INCLUDING HANDRAIL
POSTS AND LIGHT POLE ANCHORAGES, SEE REQUIREMENTS IN
SPECIFICATION SECTION 03300, CAST-IN-PLACE CONCRETE
(ARTICLE REMOVAL OF EXTG CONCRETE MASONRY OR GROUT).
1.
EXTG WALKWAY
EXTG ALUM STAIR
EXTG PLATFORM
COLUMN TO REMAIN
EXTG NEW
NE
WE
XT
G
3'-0" x 3'-0" (CLR) AL PLANK
AND REMOVABLE AL HANDRAIL ON 2 SIDES,
SEE .
0552-001XE
1
LOOKING NORTH
NTS
2
LOOKING NORTHEAST
NTS
3
LOOKING EAST
NTS
1
_
2
_
3
_
REFER TO MECHANICAL FOR
SWING GATE INFORMATION
RELOCATING AND
RECONFIGURING AT NEW
OUTSIDE WALL FACE ALONG
NEW HANDRAIL ALIGNMENT
3'-10"
2'-6"
SE
E
NO
TE
1
1
S-7
4
S-7
3
S-7
2
S-7
REMOVE EXTG HANDRAIL
AT SOUTH AND EAST SIDES
ALONG EXTG CONCRETE
WALL EDGES, REUSING AS
MUCH AS POSSIBLE, SEE
PHOTOS 1-4 ON DWG S-7.
SEE NOTE 6 FOR CONCRETE
REPAIR
SLOPE,
SEE NOTE 2
SLOPE,
SEE NOTE 2
2.
SEE NOTE 4
SEE NOTE 3
SEE NOTE 4
SEE NOTE 3
3.
4.
5.
6.
0330-101
4
LOOKING NORTHWEST
NTS
REMOVE EXTG AND
ADD NEW REMOVABLE
HANDRAIL ON 4 SIDES
AROUND ACCESS HATCH
4
_
SEE NOTE 5
9" x 3'-6" ROOF OPENING TO
BE CTRD ON GATE SHALL
ALLOW FUTURE REMOVAL
OF GATE. SEE DETAIL 1 ON
DWG S-4
LADDER ANCHORAGE,
SEE
0555-001
0552-001A
S-3_PHOTO1.JPG
S-3_PHOTO2.JPG
S-3_PHOTO3.JPG
S-3_PHOTO4.JPG
0560-001
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
STRUCTURAL
TP
TP
SECTION
SM
S-4
AS SHOWN
2'-0"
D-58383
20'-6"
7'-6"13'-0"
EXTG NEW
6'-0"
NEW CHANNEL
1'-6"
REMOVE EXTG HANDRAIL AT OUTSIDE
EDGE OF EXTG WALL AND ADD NEW
HANDRAIL ON NEW WALL BEYOND.
SEE PHOTOS 1-4 ON DWG S-7
NEW AL 2-RAIL HANDRAIL
BEYOND ON NEW WALL.
SEE WITH
BASE ANCHORAGE ON CONCRETE
0552-001A 0552-001XA
#6@6" EW T&B. ADD'L REINF
AT SLAB OPENINGS AND
PENETRATIONS, SEE0330-001
#7@6" EW, EF,
TYP ALL NEW WALLS
#6 @ 6" ADHESIVE DOWEL
INTO EXTG TOP SLAB, TYP,
SEE
0330-101
#7@6" EF DOWELS,
TYP ALL NEW WALLS
WALL BASE WITH WATERSTOP,
SEE , TYP ALL NEW
WALL BASES
0330-005
#8@6" EW, T&B
HYDROPHILIC WATERSTOP AT EXISTING
TO NEW WALL AND FOUNDATION SLAB
INTERFACES, SEE . #8 @ 6"
ADHESIVE DOWELS INTO EXTG BOTTOM
SLAB, SEE .
0315-003
1 2
2'-0"
LA
P, T
YP
GROUT KEY, SEE
0330-078
1'-0"
S
LA
B
A
SECTION
3/4"=1'-0"
S-2, S-3
0330-101
SEE SPECIFICATIONS FOR
OVER EXCAVATION AND
COMPACTED FILL REQUIREMENTS
EL 1460.50 AT
EXTG LOW EDGE.
CONTRACTOR TO
VERIFY
EL TOC 1447.50 (CONTRACTOR TO VERIFY)
REFER TO SPECIFICATION 03300,
CAST-IN-PLACE CONCRETE FOR
BONDING AGENT. TYP AT TOP
AND BOTTOM SLABS AND WALL
INTERFACES
WEIR GATE
9"
OPENING ON NEW
ROOF, NOTE 1
AL PLANK WITH NOTCHES AT GATE FRAME
AND U-OPENING AT GATE STEM. INSTALL
WITH TOP FLUSHED WITH CONCRETE.
MATCH ALUMINUM PLANK STYLE AND
MATERIAL AS IS USED ON EXTG SLAB.
REBATE ANGLE, SEE .
NOTES:
1. COORDINATE DIMENSIONS WITH GATE MFR AND ADJUST SIZE OF AL PLANK GRATING
ACCORDINGLY. COORDINATE SIZE AND LOCATION OF SLITS FOR GATE FRAME AND
U-OPENING FOR GATE STEM WITH GATE MFR.
1
DETAIL
NTS
S-3
~1" GROUT, COORDINATE
WITH MFR, TYP
3'-6"
NE
W
RO
OF
EX
IS
TIN
G
RO
OF
0560-001
PLAN
SEE NOTE 5 ON DWG S-3
FOR NEW CONCRETE AT
EXISTING CHAMFER EDGE
IF USING GROUT FILL, ROUGHEN
SURFACE PER GROUT KEY DETAIL
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
STRUCTURAL
TP
TP
SECTION
SM
S-5
AS SHOWN
A
B
28'-0"
2'-0"
EL TOC 1447.50
D-58384
EXTG
7'-6"
NEW
6'-0"
NEW CHANNEL
1'-6"
35'-6"
#7@6" EW, EF,
TYP ALL NEW WALLS
#7@6" EF DOWELS,
TYP ALL NEW WALLS
WALL BASE WITH
WATERSTOP, SEE
, TYP ALL
NEW WALL BASES
0330-005
#8@6" EW, T&B
HYDROPHILIC WATERSTOP AT EXISTING
TO NEW WALL AND FOUNDATION SLAB
INTERFACES, SEE . #8 @ 6"
ADHESIVE DOWEL INTO EXTG BOTTOM
SLAB, SEE .
0315-003
REMOVE EXTG HANDRAIL AT
OUTSIDE EDGE OF EXTG WALL
AND ADD NEW HANDRAIL ON
NEW WALL BEYOND. SEE
PHOTOS 1-4 ON DWG S-7
NEW AL 2-RAIL HANDRAIL
BEYOND ON NEW WALL.
SEE WITH
BASE ANCHORAGE ON CONCRETE
0552-001A0552-001XA
#6@6" EW T&B. ADD'L REINF
AT SLAB OPENINGS AND
PENETRATIONS, SEE0330-001
#6 @ 6" ADHESIVE DOWEL
INTO EXTG TOP SLAB, TYP,
SEE
0330-101
2'-0"
LA
P, T
YP
CONC FILL OR GROUT
KEY, SEE
0330-078
B
SECTION
3/4"=1'-0"
S-2, S-3
1'-0"
SLA
B
0330-101
SEE SPECIFICATIONS FOR
OVER EXCAVATION AND
COMPACTED FILL REQUIREMENTS
2
1
3'-0"
0315-100
C
SUMP SECTION
3/4"=1'-0"
S-2
WALL JOINT WITH
WATERSTOP
2'-0"
1'-0"
3 - #5 EW
UNDER SUMP
1'-0"
TYP 2
SIDES
#5 @ 6" TYP
2'-0" SQ x 2'-0" DEEP
#8 @ 6" EW, T&B,
TYP SLAB AND EW
BELOW SUMP
FOR AC PAVEMENT
REQUIREMENTS,
SEE
1
C-2
#5@12" FOR
2 CORNERS
OF SUMP
1'-6"
1'-0" FTG
EXTENSION
TYPICAL SLAB
REINF, SEE
NOT SHOWN
FOR CLARITY
B
___
30" W x 36" H
WALL OPENING
PER NOTE 1
ON DWG S-3
REFER TO SPECIFICATION 03300,
CAST-IN-PLACE CONCRETE FOR
BONDING AGENT. TYP AT TOP
AND BOTTOM SLABS AND WALL
INTERFACES
4" DRAIN PIPE
PIPE ENCASEMENT,
SEE
1
___
1
PIPE ENCASEMENT
NTS
___
TYP
1.
1'-0" 1'-0"
TYP
SECTION
ENCASEMENT RISER
0330-001
NOTES:
4"
SLAB THICKNESS
SECTION APPLIES TO PIPES W/ DIAMETERS 18" AND SMALLER.
3" CLR
#5 TIES @12"
LAP LENGTH, SEE
GENERAL STRUCTURAL
NOTES
8" MIN ALL
AROUND
7 - #5
CONTINUOUS
TYPICAL OPENING REINF
AROUND PIPE SEE
2'-0"
2 - #5 EACH SIDE
CONSTRUCTION JOINT
HYDROPHILIC WATERSTOP
CONTINUOUS ALL AROUND
IN ALL CONSTRUCTION JOINTS
TYPICAL PIPE
ENCASEMENT REINF
PROVIDE LEVEL BEARING
AREA BELOW VERT PIPE RISER
EQUAL TO ENCASEMENT
GROSS END AREA AS NOTED
BELOW
8"
3'-10"
WEIR GATE
STRUCTURAL
TP
TP
PLATFORM FRAMING MODIFICATIONS
SM
S-6
AS SHOWN
D-58385
PLATFORM FRAMING MODIFICATION NOTES
AFTER NEW CONC CHANNEL WALL IS IN PLACE, ADD AL ANGLE SUPPORT UNDER EXTG SERRATED WALKWAY GRATING.
CUT EXTG AL SUPPORT BEAM TO END OF NEW CONC CHANNEL WALL. USE SAME TYPE OF BEAM-TO-WALL AL PLATE
CONNECTION AS EXISTS NOW AT END OF CUT AL BEAM. REPLACE SECTIONS OF SERRATED GRATING THAT EXTG
HANDRAIL POSTS WERE ANCHORED TO ELIMINATE TRIP HAZARD. CONNECT NEW HANDRAIL TO EXISTING ON THE
PLATFORM FOR ALIGNMENT AS SHOWN ON DWG S-3, TOP PLAN.
CONNECT (CUT) EXTG AL BEAM TO NEW
CONCRETE CHANNEL WALL EXTENSION WITH ,
USING SAME CONN AS EXTG. SEE PHOTOS
7 AND 8 ON DWG S-7. CONTRACTOR TO
PROVIDE TEMPORARY SUPPORT OF EXTG
BEAM AND PLATFORM STRUCTURE PRIOR TO
CUTTING BEAM
1
_
7'-6"
NE
W C
HA
NN
EL
EX
TG
5
S-7
6
S-7
9
S-7
CUT EXTG AL BEAM. SEE PHOTOS
5 AND 6 ON DWG S-7
NEW AL 4 x 3 x 1/4 (LLV) ANGLE
SUPPORT UNDER GRATING ALONG
FACE OF NEW CHANNEL EXTENSION.
ANCHOR TO CONCRETE WALL WITH
5/8" DIA ADHESIVE ANCHORS AT 18"
OC WITH 6" MIN EMBEDMENT. PLACE
FIRST ANCHOR 6" IN FROM EACH
END OF NEW ANGLE. SEE
PHOTO 9 ON DWG S-7 FOR EXTG
SUPPORT, SIM.
1"=1'-0"
ENLARGED PLATFORM PARTIAL PLAN
EXTG PLATFORM COLUMN
TO REMAIN
1'-0"
1'-6"
1
BEAM TO WALL CONNECTION AT CUT BEAM
3"=1'-0"
SIDE VIEW - LOOKING AT EXTG BEAM FACE
2 - 3/4" SST
BOLTS IN HORIZ
SLOTTED HOLE
EXTG AL C10 x 5.28 (CUT)
1 1/4" AL SERRATED
GRATING. MATCH
EXTG STYLE AND
MATERIAL
2"
4 - 3/4" SST HILTI HIT-RE
500-SD ADHESIVE ANCHORS
WITH 5 1/2" MIN EMBED
FACE VIEW - LOOKING AT NEW CHANNEL WALL
11"
3"6"2"
10"
3"
5"
2"
AL PL 10" x 11" x 1/2"
AL PL 5" x 8" x 1/2"
1 1/4" AL SERRATED
GRATING. MATCH
EXTG STYLE AND
MATERIAL
10"
1"
8"
1 1/4"
1"
1 1/2"
5"
1 1/2"
AL BEAM C10 x 5.28
(CUT EXTG AT NEW
CHANNEL WALL)
1/4
1/4
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
PROVIDE PROTECTION
OF ALUMINUM SURFACES
IN CONTACT WITH
CONCRETE IN
ACCORDANCE WITH
SPECIFICATION SECTION
09 90 00, PAINTING AND
COATING
12
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3/2
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OV
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IN
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
STRUCTURAL
TP
TP
DETAILS
SM
S-7
NO SCALE
D-58386
1
HANDRAIL MODIFICATIONS
NTS
S-3
2
HANDRAIL MODIFICATIONS
NTS
S-3
3
HANDRAIL MODIFICATIONS
NTS
S-3
4
HANDRAIL MODIFICATIONS
NTS
S-3
REMOVE EXTG HANDRAIL AT NORTH SIDE ALONG
GRATED WALKWAY AND AT EAST AND SOUTH
SIDES ALONG EXTG OUTSIDE FACE OF WALLS
REMOVE EXTG HANDRAIL AT NORTH SIDE ALONG
GRATED WALKWAY AND AT EAST AND SOUTH
SIDES ALONG EXTG OUTSIDE FACE OF WALLS
REMOVE EXTG HANDRAIL AT
SOUTH SIDE ALONG EXTG
OUTSIDE FACE OF WALL
RELOCATE EXISTING GATE WITH
SAME CONFIGURATION AND ON
OUTSIDE FACE OF NEW CHANNEL
WALL
THIS GATE ON OUTSIDE FACE OF NEW CHANNEL
WALL TO BE RECONFIGURED TO ALLOW FOR NEW
WEIR GATE. SEE MECHANICAL FOR WEIR GATE INFO
REMOVE EXTG HANDRAIL AT ENTIRE
EAST AND SOUTH SIDES ALONG
EXTG OUTSIDE FACE OF WALL
REPLACE EXTG REMOVABLE
HANDRAIL ON 2 SIDES SO ALL
4 SIDES ARE NEW AS A SINGLE UNIT
5
AT NEW CHANNEL WALL
NTS
S-6
7
PLATFORM BEAM CONN TO CONC WALL
NTS
S-6
REMOVE EXTG HANDRAIL
CONN CLOSEUP, SEE
AND
7
-
8
-
CUT EXTG AL BEAM
AND CONN TO NEW
CHANNEL WALL FACE
PLATFORM BEAM TO BE SHORTENED
COLUMN TO REMAIN
OUTSIDE FACE OF
NEW CHANNEL
6
AT NEW CHANNEL WALL
NTS
S-6
PLATFORM BEAM TO BE SHORTENED
USE SAME CONN AS EXTG AT OUTSIDE
FACE OF NEW CHANNEL, SEE
1
S-6
8
PLATFORM BEAM CONN
NTS
S-6
AND H.R. POST TO CONC WALL
USE SAME CONN AS EXTG AT OUTSIDE
FACE OF NEW CHANNEL, SEE
1
S-6
TO ELIMINATE TRIP HAZARD
REPLACE SECTIONS OF
SERRATED GRATING THAT
EXTG HANDRAIL POSTS ARE
CONNECTED TO TOPS OF
FRAMING BEAMS. MATCH
EXTG GRATING STYLE AND
MATERIAL
9
ANGLE SUPPORT UNDER GRATING
NTS
S-6
IF BOLTS AT EXTG BEAM CONN
INTERFERES WITH NEW BEAM
CONN TO NEW CHANNEL WALL,
REMOVE BOLTS AND WELD
ANGLE CONN ON BACKSIDE WITH
1/4" FILLET ALL AROUND ANGLE
REMOVABLE HANDRAIL
AROUND (2) ACCESS
HATCHES TO REMAIN
USE AL 4 x 3 x 1/4 (LLV) ANGLE
SUPPORT UNDER GRATING ALONG
FACE OF NEW CHANNEL EXTENSION.
ANCHOR TO CONCRETE WALL WITH
5/8" DIA ADHESIVE ANCHORS AT 18"
OC WITH 6" MIN EMBEDMENT
REUSE HOSE BIB AND RACK.
PLACE ON NEW HANDRAIL
CONTRACTOR TO PROVIDE
TEMPORARY SUPPORT OF
EXTG FRAMING SYSTEM
DURING CONSTRUCTION OF
NEW CHANNEL WORK
CONTRACTOR TO PROVIDE
TEMPORARY SUPPORT OF
EXTG FRAMING SYSTEM
DURING CONSTRUCTION OF
NEW CHANNEL WORK
S-7_PHOTO1.JPG S-7_PHOTO2.JPG S-7_PHOTO3.JPG
S-7_PHOTO6.JPGS-7_PHOTO5.JPGS-7_PHOTO4.JPG
S-7_PHOTO7.JPG S-7_PHOTO8.JPG S-7_PHOTO9.JPG
PLASTIC WATERSTOP
SIZE
6" 6
TYP
5/32"
6"x3/8"3/8" 3/8" 7/8"
1.
2.
3.
4.
NON-ROUND CENTER BULBS SHALL HAVE A MINIMUM OUTSIDE DIMENSION OF 'D'.
SEE SPLICE DETAIL
"A"
NOTES:
1/8" PROJECTION
ALL RIBS, TYP
"B"-MIN STEM
THICKNESS
@ CTR BULB
"E"-MIN BULB
THICKNESS
"F"-APPROXIMATE
NO. OF RIBS
EA SIDE, EA
FACE OF WS
"D"-CENTER BULB
OUTSIDE DIA
"C"-MIN STEM
THICKNESS
@ OUTSIDE
BULB TYPE WATERSTOP SHOWN IS REQUIRED FOR EXPANSION AND CONTROL JOINTS.
SIMILAR WATERSTOPS WITHOUT CENTER BULB MAY BE SUBSTITUTED AT
CONSTRUCTION JOINTS.
USE 6 INCH WATERSTOPS IN ALL CONSTRUCTION JOINTS UNLESS SPECIFICALLY
SHOWN OTHERWISE.
1/4"
"A" "B" "C" "D" "E" "F"
0315-011
1.
2.
3.
4. DRY PACK WITH TYPE II NON-SHRINK GROUT.
5.
6. WATER CURE GROUT FOR 4 DAYS MINIMUM.
1/2"
3"
MIN
WAIT UNTIL NEW CONCRETE MINIMUM 28 DAYS OLD PRIOR TO GROUTING GROOVE.
USE STEEL HAMMER AND STEEL TOOL TO DENSELY PACK GROUT INTO GROOVE.
EXISTING CONCRETE
SATURATE AREA FOR 24 HOURS PRIOR TO GROUTING.
WET FACE OF WALL
OR SLAB
(INTERIOR - WATER
HOLDING STRUCTURES)
(EXTERIOR - DRY BELOW
GRADE STRUCTURES)
ROUGHEN AND CLEAN SURFACES OF GROOVE WITH POWER WIRE BRUSH OR
SANDBLASTING.
FORMED CONTINUOUS
GROOVE, SEE GROUTING
PROCEDURE
DRY FACE
NEW CONCRETE
FOR USE IN NON-MOVING CONSTRUCTION JOINTS AND ONLY WHERE SPECIFICALLY
INDICATED ON PLANS.
3/4"
3/4
"
CONTINUOUS HYDROPHILIC
WATERSTOP, GRIND
CONTINUOUS SMOOTH
SURFACE, BOND IN PLACE
AS RECOMMENDED BY
MANUFACTURER
CONSTRUCTION JOINT
NOTE:
GROUTING PROCEDURE:
HYDROPHILIC/GROOVE WATERSTOP WATERSTOP JOINTS WALL JOINTS WITH WATERSTOP
OPENING REINFORCEMENTTYPICAL WALL CORNER &
INTERSECTION REINFORCEMENT
VERTICAL WALL REINFORCING /
DOWEL PLACEMENT
VERTICAL ELL VERTICAL TEE VERTICAL CROSS
FLAT ELL FLAT CROSS
1. ALL WELDS SHALL BE PER WATERSTOP MANUFACTURER'S RECOMMENDATIONS.
NOTES:
FLAT TEE
MITER CORNERS OF VERTICAL
JOINTS & WELD SIMILAR AS
SHOWN BELOW FOR IN-PLANE
JOINTS
SECOND
WELD
FIRST
WELD
SECOND
WELD
FIRST
WELD
THIRD
WELD
1
'-6
"
L
A
P
2.
3.
4.
5.
6.
OPNG OPNG
1.
DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.
FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.
PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.
NOTES:
7.
TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS OF BELOW GRADE AND HYDRAULIC
STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED
OTHERWISE ON PLANS.
PROVIDE A MINIMUM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH
FACE), INCLUDING DOWELS AND CORNER BARS, TYPICAL.
SPACE AT 3 BAR DIAMETERS (OR 3" MINIMUM) ON CENTER. LOCATE HALF OF
TOTAL AREA ON EACH SIDE OF OPENING.
AT OPENINGS WITHIN 12" OF AN INTERSECTING WALL OR SLAB, PROVIDE ONLY THE
EXTRA REINFORCEMENT WHICH WILL FIT, AT THE BAR SPACING IN NOTE 6.
TOTAL AREA OF
BARS EQUAL
BAND "A" BARS
CUT, SEE NOTE 6 & 7
TOTAL AREA OF BARS
EQUAL BAND "B" BARS
CUT, SEE NOTE 6 & 7
SEE NOTE 1
STEEL REINF
CUT BAND "B"
STEEL REINF
CUT BAND "A"
1 - #5 HOOP, DIA OF
OPNG +8", IN EA LAYER
OF REINF FOR OPNGS
LARGER THAN 8"
ADD 1 - #5x4'-0" DIAG
AT EA CORNER FOR
EA LAYER OF REINF
SEE NOTE 1
ACI MINIMUM HOOK
EMBEDMENT LENGTH
BAR
SIZE
MIN
EMBED
#4 7"
#5 9"
#6
#7
#8
#9
#10
11"
12"
14"
16"
17"
CJ
WALL SECTION
NOTES:
0315-100
1. UNLESS NOTED OTHERWISE, ALL DOWEL HOOKS SHALL EXTEND TO AND BE TIED OFF
TO BOTTOM MAT OF SLAB REINFORCING.
2. STARTER WALL REBAR NOT SHOWN FOR CLARITY. REFER TO .
MIN HOOK
EMBEDMENT
LENGTH
WALL VERTICAL
REINFORCING
WALL DOWELS
SLAB REINFORCING
LA
P
0315-0030315-001 0315-011 0315-100
0330-0050330-003
0330-001
LAP, SEE
NOTE 4
TYPICAL
"C" BARS
"B" BARS
"A" BARS,
SEE PLANS
STD ACI-318 90° HOOK OR
AS NOTED ON THE DWGS
STD HOOK OR
AS NOTED ON
THE DWGS
"E" BARS
"D" BARS
"G" BARS
"F" BARS
LA
P
"L
"
"L"
LAPLAPLAP
"L"
LA
P
DOUBLE REINFORCEMENT MAT
TYPICAL HORIZONTAL
WALL REINFORCEMENT AS
SHOWN ON DRAWINGS,
LAP WITH CORNER AND
INTERSECTION REINFORCEMENT
NOTES:
1. TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCEMENT
LAYOUT IS SHOWN TO AVOID CONGESTION AND PERMIT PROPER PLACEMENT,
FOR SIZE AND SPACING SEE PLANS. ALL HORIZONTAL REINFORCEMENT AT
CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED WITH
SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING.
2. WHERE THE CORNER OR INTERSECTION REINFORCEMENT SIZE AND SPACING IS
NOT SHOWN, NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL
BE THE SAME AS THE WALL HORIZONTAL REINFORCEMENT SHOWN ON THE WALL
SECTIONS OR AS NOTED FOR THE REINFORCEMENT BETWEEN THE CORNERS OR
INTERSECTIONS.
3. L = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION.
4. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED
AS "NOTE 4" SHALL BE EQUAL TO ONE "LAP LENGTH" AS REQUIRED BY THE GENERAL
STRUCTURAL NOTES. USE THE LAP LENGTH AS REQUIRED FOR THE SMALLER OF
THE TWO REINFORCEMENT BARS BEING SPLICED.
5. UNLESS OTHERWISE NOTED, "B" AND "C" BARS ARE THE SAME SIZE AND SPACING
AND "F" AND "G" BARS ARE THE SAME SIZE AND SPACING.
CONC WALL
1 1/2"
1 1
/2
"
1.
2.
2
"
M
I
N
2
"
M
I
N
3 1/2", SEE NOTE 2
NOTES:
PROVIDE KEY FOR ALL FILL WHERE FILL SLOPE ANGLE TO WALL OR SLAB IS LESS
THAN 45 DEGREES.
LENGTHEN 3 1/2" BLOCKOUT AS REQUIRED TO MAINTAIN 2" MINIMUM THICKNESS
OF GROUT OR CONCRETE FILL.
ROUGHEN CONCRETE TO RECEIVE FILL TO 1/4" AMPLITUDE. REFER TO
SPECIFICATION 03300, CAST-IN-PLACE CONCRETE.
GROUT OR
CONC FILL
FILL
SLOPE
ANGLE
FILL
SLOPE
ANGLE
3 1/2",
SEE NOTE 2
CONC SLAB
CONC OR GROUT FILL KEY
0330-078
INDICATED ON THE
WALLS & WHERE
ALL WATER BEARING
DRAWINGS
ON THE DRAWINGS)
OTHERWISE INDICATED
VERTICAL BAR UNLESS
THOROUGHLY BEFORE
PLACING WALL
CONCRETE (TYP)
2" STARTER
WALL (TYP)
LA
P S
PL
IC
E
LIEU OF WIRE
BE USED IN
HOG RING MAY
2'-0" MAX.
WIRE TIES @
3"
DOWELS (TYP)
INDICATED ON THE
DRAWINGS
LE
NG
TH
(T
YP
)
LOOP.
6" WATERSTOP AT
DOWELS (SAME SIZE AS
SANDBLAST JOINT
AND ALIGN BEFORE PLACING
PLACE 2 BARS AS SHOWN
HOOK BAR WHERE
0315-100
2. VERTICAL JOINTS TO BE PREFABRICATED PER SPECIFICATION 03300, CAST-IN-PLACE
CONCRETE.
ADD (4) VERTICAL BARS INSIDE
HORIZ'S AS SHOWN. SAME SIZE
AS TYP VERTICAL REBAR
3.
12
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3/2
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AC
S
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TL
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ES
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N\D
ES
IG
N\D
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GS
Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
STRUCTURAL
TP
TP
STANDARD DETAILS
SM
S-8
NO SCALE
D-58387
CONNECTION OF NEW
CONCRETE TO EXISTING
T/2
3/4
"
T
WALL - PLAN AND TOP SLAB - SECTION
BOTTOM SLAB - SECTION
0330-105
EXISTING
WET FACE
SEE NOTES ABOVE
SAW-CUT SURFACES OF
CONCRETE TO 3/4" DEPTH
THEN CHIP TO REMOVE 3/4"
x CONT KEYWAY FULL
DEPTH OF SLAB, USE CARE
NOT TO DAMAGE EXISTING
REINFORCEMENT
REINFORCEMENT BAR DOWELS,
DRILL AND ADHESIVE ANCHOR
INTO EXISTING CONCRETE,
SEE .
ADHESIVE DOWEL RAILING - 2 RAIL - ALUMINUM
2. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
3.
4.
#7
#6
#5
#4
#3
3 1/2"
4"
5"
6"
7"
12 1/2"
8"
13"
16"
20"
7" 22"
#9 24"
NOTES:
#8
2 1/2"
7 1/2"
5"
8"
10 1/2"
14"
15"
11"
1.
UNLIMITED EDGE DISTANCE
LIMITED EDGE DISTANCE
T
5. PROVIDE MINIMUM EMBEDMENT "A" SHOWN IN TABLE UNLESS SHORTER EMBEDMENT DEPTH
IS CALLED OUT ON DRAWINGS.
LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON
DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE
ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES.
USE MINIMUM EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER'S
MINIMUM RECOMMENDED EMBEDMENT IF GREATER.
CONFORM TO REQUIREMENTS OF SPECIFICATION SECTION 03 63 00, CONCRETE DOWELING.
END OF EXISTING WALL OR SLAB
STD LAP LENGTH, SEE GENERAL
STRUCTURAL NOTES
MIN EDGE DISTANCE
REBAR DOWELS,
SEE DRAWINGS
FOR SIZE
AND SPACING
NEW WALL OR
SLAB EXTENSION
STD LAP LENGTH,
SEE GENERAL
STRUCTURAL NOTES
MINIMUM
EMBEDMENT "A",
SEE NOTE 5
2" MINIMUM
FACE OF EXISTING WALL OR SLAB
NEW WALL OR SLAB
T/2, SEE NOTE 4
HOLE DIA AS RECOMMENDED
BY ADHESIVE MANUFACTURER
MINIMUM EMBEDMENT "B"
DOWEL
SIZE
MINIMUM
EDGE DISTANCE
MINIMUM
EMBEDMENT "A"
MINIMUM
EMBEDMENT "B"
EXISTING REINFORCEMENT
EXISTING REINFORCEMENT
1'-9
"
US
E W
IT
H 6
"
CU
RB
2" 2"
TYP
NOTES:
1.
2.
4"
3/16
3/4"
3/8"
FASTEN RAIL TO WALL FLANGE PER MANUFACTURER'S RECOMMENDATIONS.
3.
3"-0
" R
AIL
IN
G
WALL FLANGE TO BE MOUNTED TO WALL WITH (2) 3/8" DIA SST WEDGE ANCHORS.
1'-0
", T
YP
MIN
, T
YP
1/4
"
MA
X
4"
TY
P
CL
POST, TYP
EQUAL SPACES
@ 6'-0" MAX
FOR WIDTH
SEE PLANS
6'-0"
MAX
CL
P
OS
T,
TY
P
POST BEYOND
6" HIGH x 10" WIDE
CONC RAILING CURB
WHEN INDICATED ON
THE PLANS, SEE DETAILS
FOR TYPE OF
ANCHORAGE,
SEE DWGS
ELEVATION
HINGE
PLAN
ELEVATION
RAIL TERMINAL
PLAN
PL 3/8x2
3'-6
" R
AIL
IN
G
6"
RAIL TERMINAL, TYP,
SEE DETAIL BELOW
TOE
BOARD
EDGE OF
CONCRETE
END OF RAIL
3/8" DIA x
1 1/4" STUD
WITH 1/2"
THREAD
1/8" THICK
NYLON
WASHER
GATE SYSTEM
PER SPECS
WALL FLANGE
PER SPECS
TOE BOARD,
TYP PER SPECS
RAILING SYSTEM
PER SPECS
AT CONTRACTOR'S OPTION FABRICATE HINGES OR PROVIDE OTHER HINGES PER
SPECIFICATIONS. ANODIZE FINISH AFTER ALL WELDING PER SPECIFICATIONS.
RAILING POST ANCHORAGE
ON CONCRETE - ALUMINUM
6 1/4"
3 1
/2
"
8"
MIN
5"
MIN
THE BASEPLATE SHALL
SIT SOLIDLY ON CONCRETE.
THE USE OF SHIMS, WEDGES,
GROUT, ETC FOR RAILING
POST ALIGNMENT OR ANY
OTHER REASON WILL
NOT BE PERMITTED
ALUMINUM RAILING POST,
FIELD CUT TO FIT
PLAN
ELEVATION
NOTE:
TOP MOUNTED POST
BASE PER SPECIFICATIONS
4 - SST CONC
ANCHORS PER
SPECIFICATIONS
PROVIDE PROTECTION FOR DISSIMILAR METALS AND FOR ALUMINUM IN CONTACT WITH
CONCRETE IN ACCORDANCE WITH SPECIFICATION 09 90 00, PAINTING AND COATING.
SEE0315-003
NEW
NEW
EXISTING
GRIND CONT SMOOTH
SURFACE FOR HYDROPHILIC
WATERSTOP. NO HYDROPHILIC
WATERSTOP REQUIRED AT
TOP SLAB EXTENSION
ROUGHEN SURFACE OF
EXISTING CONCRETE TO
FULL 1/4" AMPLITUDE AND
CLEAN
GRIND CONT SMOOTH SURFACE
FOR HYDROPHILIC WATERSTOP
WET FACE
0330-101 0330-105 0552-001A 0552-001XA
STAIR
STRINGER
ALUMINUM
RAILING POST
BEAM
PLAN
ELEVATION
NOTE:
SST BOLTS,
PER SPECS
TOP MOUNTED
POST BRACKET
PER SPECS
PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE.
RAILING POST ANCHORAGE
ON FRAMING BEAMS - ALUMINUM
0552-001XC
RAILING POST ANCHORAGE
REMOVABLE - ALUMINUM
0552-001XE
4" HIGH AL TOEBOARD
REMOVABLE 1 1/2"
SCHED 80 AL POST
(1.90 OD) AT 6'-0"
MAX SPACING
6" E
MB
ED
ME
NT
IN
TO
S
LA
B
3/16
SST PL 3/8 x 4" DIA
W/ 2 1/8" DIA HOLE
2 1/2" DIA x 5 3/8" LONG
SCHED 40 SST PIPE
3/16
SST BOT PL
1/4 x 3 1/2" SQ
SST PIPE 1 1/4" DIA x 1 1/4"
LONG CENTERED
EQ
EQ
OPTION 1
(NEW CONCRETE)
OPTION 2
(NEW OR EXTG CONCRETE)
USE FLUSH MOUNTED BASEPLATE FOR REMOVABLE HANDRAIL BASE USING
MANUFACTURER'S STANDARD REMOVABLE RAILING SYSTEM OR FABRICATE TO
MATCH EXISTING REMOVABLE HANDRAIL BASE ANCHORAGE, POST AND
HORIZONTAL RAIL SECTIONS.
LADDER ANCHORAGE
0555-001
AL PLANK REBATE ANGLE
0560-001
1/4" PL WELDED AT OPEN
ENDED SUPPORTS, TYP
AL PLANK GRATING
BANDING BAR
TRIM 1/4" THICK
VERTICAL LEG
AS REQD FOR
GRATING THICKNESS
3/8"x6" ANCHORS
@ 1'-6" CENTERS
SST EQL LEG ANGLE
TOP SLAB
2 - 1/2" SST EPOXY
ANCHORS WITH
3 1/2" EMBEDMENT,
TYP
SST L6 x 3 x 9",
TYP
3"
AS REQ'D TO
FIT ACCESS LADDER
6"
SST EYEBOLT
REMOVABLE
HANDRAIL BEYOND
3"
6"
1 1/2"
1 1/2"
9"
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12/03/19
STRUCTURAL
TP
TP
STANDARD DETAILS
SM
S-9
3/4" = 1'-0"
D-58388
MM
MM
MECHANICAL
CQ
CQ
PLAN
SM
M-1
VARIES
D-58389
4'-2"
FOR CONTINUATION,
SEE DWG C-4
NEW LOCATION OF BLOWOFF
PIPING (INCLUDING ISOLATION
VALVE, COVER, AND OTHER
APPURTENANCES), PER B-351.
FOR PIPE CONT, SEE DWG C-4
2'-0"
RELOCATED BENCH,
SEE DETAIL 1 ON
DWG M-2
WSP
316
SST
RELOCATED HOSE
RACKS AND SIGNS
10" RJT
1" WW
PORTABLE HOIST
SOCKET, SEE
, TYP OF 4
3520-800
3'-6" 3'-6"
TYP TYP
2'-0"
2'-6"
3'-10"
2'-0"
WEIR GATE WITH MANUAL
CRANK LEVER OPERATOR,
SEE , SIM
1/2" SAMPLE PORT, SEE NOTE 1
GENERAL SHEET NOTES
1.
2.
PROVIDE 1/2" NOZZLE ON MAIN PIPE WITH 1/2" V306, A 316 SST
REDUCING NIPPLE AND 1/4" 316 SST SPIGOT.
SEE DETAIL FOR INSTALLATION OF HOSE BIBS.
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Greg Kowalski, P.E. 12/19Joe Mouawad , P.E 12/19
12/03/19
10" x 10" x 6" TEE (WITH
MECHANICAL JOINTS ON THE
10" SIDES AND FLANGED JOINT
ON THE 6" SIDE) FOR BLOWOFF
PER EMWD STD DWG B-351.
3/4" HOSE BIB,
SEE NOTE 2,
TYP OF 2
ROUTE 1" WW TO HOSE BIBS ALONG CONCRETE
WALLS AND SUPPORT PER , SIM. PIPE
CENTERLINE TO BE 4 FEET ABOVE FINISHED
PAVEMENT SURFACE
FOR PIPE SUPPORT,
SEE
FOR PIPE PENETRATION,
SEE
RELOCATE
EXISTING
SWING GATE
AS SHOWN
SWING GATE
NEW LOCATION
SWING GATE
NEW LOCATION
INSTALL CONFINED SPACE
ENTRY SIGN ON TOP OF
COVER, AS REQUIRED IN
THE SPECIFICATION
INSTALL INSULATING
FLANGE KIT
___
A
A
SECTION
1/2" = 1'-0"
~ 14'-4"
2'-5"
10" RJT
WSP316 SST
4027-605
10" RJT
PIPE
SUPPORT,
SEE
10" RJT
6" BLOWOFF
2'-0"
NOTE 1
CL EL 1445.16
(CONTRACTOR
TO FIELD VERIFY)
NOTE:
1. 316L STAINLESS STEEL PERFORATED BASKET, 10" DIA x 24" LONG,
12 GAUGE 1/4" DIA HOLES, 51% OPEN AREA, FLANGED CONNECTION,
PICKLED AND PASSIVATED.
2'-0"
4027-605
4005-521
7'-6"
6'-9"
INSTALL INSULATING FLANGE KIT
3520-700
12"
SAMPLE PORT WITH
1/2" V306, 316 NIPPLE
FOR 1/4" 316 SST 90°
ELBOW
~ 3'-0"
(C
OO
RD
IN
AT
E
WIT
H
OP
ER
AT
IO
NS
)
PIPE SUPPORT,
SEE 4005-508
1
___
PIPE SUPPORT,
SEE
TYP OF 2
4005-508
2
___
4" CAMLOCK WITH CHAIN
FOR PIPE SUPPORT, SEE
2
___
4" DRAIN (FLANGED ABOVE
GROUND), SEE
4" DRAIN, CONC ENCASED,
TERMINATE PIPE 8" ABOVE
ASPHALT CONC WITH A FLANGE,
SEE PIPE SCHEDULE FOR DRAIN
PIPE MATERIALS
3
___
1/4"=1'-0"
PLAN
1 1/2" GROUT
PIPE SIZE
DIMENSION TABLE
A
PIPE FLANGE
4" TO 12"
4" TO 16"
4"
3"
2 1/2"
4" THRU 36" PIPE
PIPE FLANGE
SUPPORT,
TOLCO FIG. 314,
OR EQUAL
BASE STAND,
TOLCO FIG. 316,
OR EQUAL
18" TO 36"
6"
16" ALP IN
AIR SCOUR
BUILDING
(FACILITY 31)
ATTACH TO CONC
WITH SST ANCHORS
SPECIFIED
NOTE:
SUBMIT FINAL DESIGN AND CALCULATIONS FOR
SUPPORT AND ANCHORAGE AS SPECIFIED.
NOTE 2
ELEVATION
PLAN
NOTES:
1.
2. 2'-6" MAX OR AS OTHERWISE SHOWN ON DRAWINGS.
CONCRETE ANCHOR, TYPICAL, SIZE
AS REQUIRED BY CALCULATIONS
HEAVY DUTY
BRACKET (2)
ANGLE FACE RING
SIZED FOR PIPE.
FACTORY WELD.
ALL STRUCTURAL MEMBERS AND HARDWARE SHALL BE
316L / 316 STAINLESS STEEL.
2'-5"
6"
1'-6"
SUPPLY LINE
UNION
PIPE CLAMP
HOSE BIBB
HOSE BIBB
PIPE CLAMP
UNION
SHUT-OFF VALVE,
SEE NOTE 1
SCHEDULE 40
GALVANIZED
STEEL PIPE FROM
LAST TEE OR
ELBOW
SHUT-OFF VALVE,
SEE NOTE 1
NOTES:
1. ALL HOSE VALVES TO BE CONTROLLED BY INDIVIDUAL SHUT-OFF
VALVES (BALL OR PLUG VALVES) EXCEPT WHERE INDIVIDUALLY
CONTROLLED BRANCH MAIN SERVES HOSE VALVES ONLY.
2. FOR SIZE AND LOCATION SEE DRAWINGS.
3. PROVIDE WARNING SIGN WHEN USED FOR NON-POTABLE WATER.
(M
IN
)
(M
IN
)
3
DETAIL
NTS
1
DETAIL
NTS
2
DETAIL
NTS
0 1 2 3
SCALE: 1/4" = 1'-0"
WS EL 1458.80
8"
EX
PO
SE
DB
UR
IE
D
4
___
FLANGE COUPLING
ADAPTER, SUCH AS
MEGAFLANGE BY
EBAA OR EQUAL
4
DETAIL
NTS
TOP OF
PAVEMENT
3'-0"
3'-0"
4" V405
4" CAMLOCK
WITH CHAIN
CHANNEL (WALL
FACING EAST)
PIPE SUPPORT,
SEE
2
___
4" DRAIN (PVC SCH 80
END WITH FLANGE
ABOVE PAVEMENT)
CLD
IP
VC
S
CH
80
CHANNEL
SOUTH WALL
MECHANICAL
CQ
CQ
DEMOLITION & STANDARD DETAILS
SM
M-2
NO SCALE
D-58390
1
DETAIL
NTS
REMOVE EXISTING LIGHTING POLE/
FIXTURE AND RELOCATE WHERE
SHOWN ON DWG E-1
REMOVE EXISTING HANDRAIL (ON EAST, SOUTH
EDGE OF EXISTING STRUCTURE AND PORTION
OF HANDRAIL ON PLATFORM) AND INSTALL NEW
HANDRAIL SYSTEM WHERE SHOWN ON
STRUCTURAL DWGS
REMOVE EXISTING HOSE BIBS AND REMOVE AND
RELOCATE EXISTING HOSE RACKS AND SIGNS
(LOCATED ON TOP AND BOTTOM OF STRUCTURE)
AND INSTALL NEW PIPING ASSOCIATED WITH
THESE ITEMS, AS SHOWN ON DWG M-1. REMOVE
EXISTING PIPING TO EXISTING HOSE BIBS
REMOVE EXISTING WATER VALVE AND COVER
AND INSTALL NEW ONE, SEE DWG M-1
REMOVE EXISTING CONDUIT AND
INSTALL NEW CONDUIT WHERE
SHOWN ON DWG E-1
REMOVE EXISTING 10" RJT PIPE AND
APPURTENANCES (ABOVE AND
BELOW GROUND) AND INSTALL NEW
10" RJT AND APPURTENANCES
WHERE SHOWN ON DWG M-1
REMOVE EXISTING GUARD POSTS
(TYP OF 5) AND INSTALL NEW
REMOVABLE GUARD POST WHERE
SHOWN ON DWGS C-1 & C-2
REMOVE EXISTING SHELF AND
RELOCATE IT WHERE SHOWN ON
DWG M-1
REMOVE EXISTING CP TEST STATIONS
(TYP OF 2, OTHER IS BY EXISTING
HOSE BIB AT BOTTOM OF STRUCTURE)
AND INSTALL NEW CP TEST STATION
SYSTEMS TO MATCH EXISTING
REMOVE AND RELOCATE EXISTING BLOWOFF
HEAD AND REMOVE EXISTING BLOWOFF AND
APPURTENANCES (BOTH ABOVE AND BELOW
GROUND) AND INSTALL NEW BLOWOFF
APPURTENANCES WHERE SHOWN ON DWG M-1.
RECOAT EXISTING BLOWOFF HEAD TO MATCH
EXISTING.
REMOVABLE GUARD POST
3305-955
3'-6
"2
'-0
"
6"
MIN
1"
1.
NOTES:
FINISH GRADE
SCH 40 STEEL DOMED
END CAP, WELDED TO PIPE
5" SCH 40 STEEL PIPE
HOT DIP GALVANIZE
AFTER FABRICATION
CONCRETE ENCASEMENT
#4 REBAR, FUSION BONDED
EPOXY COATED, EMBEDMENT
AS SHOWN, TYP OF 2
6" SCH 40 STEEL PIPE
PL 1/4" X 6 1/4" DIA,
WELD TO PIPE
1'-0" MIN
ALL AROUND
C GUARD POST
L
PLUG DETAIL
NTS
PROVIDE A SEPARATE HOT DIP GALVANIZED
STEEL PLUG FOR OWNER AS SHOWN.
5" SCH 40
STEEL PLUG,
SEE NOTE 1
SEE PLUG DETAIL
AND NOTE 3
8"
6"
6"
ANCHOR
NOTES:
HOIST SOCKET
ELEVATION
PLAN
1.
2.
3.
4.
5.
FLUSH WITH
FLOOR SURFACE
HOIST SOCKET SHALL MATCH EXISTING SIZE AND SOCKETS TO
FIT EXISTING HOIST SYSTEM.
ALL MATERIALS OF CONSTRUCTION SHALL BE TYPE 316 STAINLESS
STEEL.
EMBEDDED HOIST SOCKET SHALL BE PROVIDED AT ALL LOCATIONS
INDICATED.
CONTRACTOR SHALL PROVIDE AND INSTALL A 316 STAINLESS STEEL
COVER PLATE THAT FITS FLUSH WITH CONCRETE.
HOIST SOCKET TO BE FLUSH W/ NEAR BY CONCRETE.
ADJUSTABLE REACH PORTABLE HOIST SOCKET
3520-800
NTS
NTS
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12/03/19
C-1
M-1
FLOOR STAND INSTALLATION
3520-700
NTS
FLOOR STAND IS REPRESENTATIVE ONLY.1.
NOTES:
NON-SHRINK GROUT
SST GATE STEM
SST BOLTS W/
SST NUTS AND
WASHERS
DIMENSION AS
REQUIRED BY
GATE MFR
GATE OPERATOR
FLOOR STAND
CAST IRON WALL
BRACKET
SST ANCHOR
BOLTS, NUTS &
WASHERS, SIZE
& THREAD PROJEC-
TION AS REQUIRED
BY MFR, LENGTH
AS REQUIRED TO
EXTEND BEHIND
WALL REINF
EXISTING WALL
EXISTING WET
WELL SIDE
NEW SETTLING
CHANNEL SIDE
PRE-ENGINEERED
WALL BRACKET
CONCRETE OR
MASONRY WALL
PIPE SIZE
4" THRU 24"
PRE-ENGINEERED
U BOLT
PRE-ENGINEERED
PIPE CHAIR
CONCRETE OR MASONRY
ANCHOR, TYPICAL,
SIZE AS REQUIRED
BY CALCULATIONS
NOTES:
1.
2.
WALL BRACKET SHALL BE MEDIUM HEAVY DUTY AS REQUIRED BY
CALCULATIONS.
SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE
AS SPECIFIED.
PIPE SUPPORT - WALL MOUNTED MEDIUM
4005-508
NTS
STEEL WALL PIPE
4027-605
NTS
D
CENTERLINE OF WALL
STEEL SEEP RING 1/4"
MINIMUM THICKNESS
D+2" THRU 12"
D+4" 14" AND
LARGER
SEAL WELD AROUND
BOTH SIDES
ENDS AS SHOWN
ON PLANS
STEEL PIPE
AS REQUIRED FOR PIPE
INSTALLATION, 9" MINIMUM
NOTES:
1. WHERE ITEMS ARE SHOWN TO BE RELOCATED, ALL EXISTING
HOLES SHALL BE FILLED/PATCHED TO MATCH EXISTING SURFACES.
STACKED PIPE WALL SYSTEM
4005-521
NTS
AS
R
EQ
UIR
ED
NOTES:
1.
2.
3.
PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED.
SUBMIT FINAL DESIGN DRAWINGS AND CALCULATIONS
OF SUPPORTS AND ANCHORAGES AS SPECIFIED.
ALL HARDWARE SHALL BE SST.
PRE-ENGINEERED
PIPE STRAPS, TYP
PRE-ENGINEERED
PIPE BRACKETS, TYP
MASONRY OR
CONCRETE WALL
PRE-ENGINEERED
PIPE SUPPORT SYSTEM
MASONRY OR CONCRETE
ANCHORS, SIZED AS REQUIRED
BY CALCULATIONS
NOTE:
1. STEEL PIPE SHALL
BE 316L SST.
1.
NOTES:
AS REQD FOR PIPE
INSTALLATION, 9" MIN
DUCTILE IRON
WALL PIPE
AS REQD FOR PIPE
INSTALLATION, 9" MIN
ENDS AS
SHOWN ON
PLANS,TYP
THRUST COLLAR
DUCTILE IRON WALL PIPE
4027-600
NTS
COAT WALL PIPE WITH
SPECIFIED PAINT SYSTEM
PRIOR TO CONCRETE
PLACEMENT.
MM
MM
MM
MM
M
M
M
M M
M
MM
M
M
M
M M
M
MM
MM
M
M M
M M
M M
M
M
M
M
MM
M M
M
M
M M MM
M
M
M
MM
M
M
M
M
M
M
M
M
M
M M
M
MM
SS
SS
SS
S
J
J
JJ
J
J
J
S
J
S
S
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12/03/19
ELECTRICAL
AM
AM
LIGHTING AND GROUNDING PLAN
SM
E-1
3/16"=1'
B
SHEET KEYNOTES
A.
B.
RELOCATE EXISTING LIGHTING FIXTURE. LIGHTING FIXTURE
SHALL BE CONNECTED TO EXISTING CIRCUIT IN EXISTING LP-RRF.
PROVIDE NEW ANCHORAGE TO SECURE THE RELOCATED
LIGHTING FIXTURE PER DETAIL 1.
PROVIDE NEW CONDUIT AND CONDUCTORS TO EXTEND THE
BRANCH CIRCUITRY. INSTALL NEW CONDUCTORS FROM
RELOCATED LIGHTING FIXTURE TO EXISTING LIGHT SWITCH
LOCATED AT RRF EQUALIZATION TANK. REUSE THE EXISTING
CONDUCTORS BETWEEN LIGHT SWITCH AND EXISTING PANEL
LP-RRF. THE RELOCATED LIGHTING FIXTURE SHALL BE
POWERED FROM THE SAME LIGHTING CIRCUIT. SECURE THE
NEW CONDUITS TO EXTERIOR WALL OF THE CHANNEL. TIE THE
NEW CONDUIT TO EXISTING CONDUIT SYSTEM. CONTRACTOR
SHALL CONFIRM THE SOURCE OF POWER TO EXISTING LIGHTING
FIXTURES AT PANEL LP-RRF. COORDINATE WITH DISTRICT STAFF
TO DE-ENERGIZE THE CIRCUIT PRIOR TO ANY WORK.
24
D-58391
RELOCATED LIGHTING
FIXTURE
[3/4"C, 3#12, 1#12G]
INSTALL NEW CONDULET
TO FEED EXISTING
LIGHTING FIXTURE
REPLACE EXISTING
CONDULET AND
ROUTE NEW CONDUIT
AS SHOWN
REMOVE EXISTING LIGHTING
FIXTURE AND RELOCATE
WHERE SHOWN. PATCH
EXISTING CONCRETE
TERMINATE CONDUIT
WITH NEW CONDULET
A
1. BACKING PLATE SHALL BE 6" LARGER, IN
BOTH DIRECTIONS, THAN THE BASE PLATE.
2. ALL HARDWARE SHALL BE 316 STAINLESS
STEEL.
POLE
316 STAINLESS STEEL
DOUBLE NUTS
CONCRETE SLAB
NOTES:
316 STAINLESS STEEL
BASE PLATE WITH
NEOPRENE PAD
3/4" 316 STAINLESS STEEL
BACKING PLATE WITH
NEOPRENE PAD
316 STAINLESS STEEL
ANCHOR BOLTS. CONNECTION
THRU BOLT DIAMETERS AND
QUANTITY TO MATCH POLE
BASE TEMPLATE HOLES
1
POLE MOUNTING ON NEW SLAB
NTS
___
SUPPORT NEW CONDUIT
PER DETAIL
WALL MOUNT TO MATCH
ELEV
2605-017a
NTS
NOTES:
1. SUPPORT ALL EXPOSED CONDUITS ON FORMED 316 STAINLESS
STEEL CHANNELS.
2. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND
ANCHORAGE AS SPECIFIED.
FORMED 316 STAINLESS
STEEL CHANNEL
CONDUIT CLAMP
CONDUIT
CONCRETE
SURFACE
CONCRETE
ANCHOR
CONDUIT SUPPORT ON
CONCRETE SURFACE
2605-017a
PANEL LP-RRF
EXISTING
LIGHT SWITCH
0 1 2 3
SCALE: 3/16" = 1'-0"
