1_DU-019 WP02 RFC, Drawings, 09052012.pdf
RECEIVED PDCC SEP 17 2012
P0728-C700-DU-019WP02.R0
B1209-F366
DU-019
S h i ^ m K k
(«^Herzog
A Joint V e n t u r e In Association w i t h LAN I T Y U n
S S H JV
Upper Penitencia Creek
Design Unit 019 - Work Package 02
Ready for Construction
SVBXC700
Wednesday, September 05, 2012
HALF SIZE
COPY
m&mm
A L f O A DALY COMPANY
TYLININTERNATIONAL
e n g f'eers | p b n n e r s | scientist
1._DU-019 WP02 RFC, Drawings, 09052012.pdf
WARM SPRINGS STATION
(PLANNED WARM SPRINGS EXTENSION)
•
SAN
FREMONT
PITTSBURG/BAY POINT
P A B L O BAY
NORTH CONCORD/MARTINEZ
TRACTION
CONCORD
MARIN
RICHMOND YARD
VRICHMOND
EL CERRriTO DEL NORTE
COUNTY
\
1
J
DOW^OWS
LAFAYETTE
%
SWA
TRAIN CONTROL
HOUSE S24
C0<
CONCORD YARD
PLEASANT HILL
E L CERRFFO P L A Z A
NQRT^BERKELEY
\
\
BEeM SVBX
PROJECT
\
POWER
SUBSTATION
WALNUT CREEK
\ j^URINDA
MILPITAS
\ASHBY
\
y^^ROCKRIDGE
WEST
C O N T R A CO S T A C O U N T Y
IMACARITW
F19TH ST. OAKLAND V
EMBARCADER
1 2 T H SI". O A K L A N D
MONTGOMERY ST.
CMC
SAN
FRANCISCO
^ M K E
ST.
C E N T E R ^
^
HIGH VOLTAGE
SUBSTATION SRC
MERRITT S T A .
^W^FRUHVALE
16TH ST. MISSION
24-TH ST. MISSION
COUNTY
DALY CfTY
YARD
MILPITAS
BART STATION
TRAIN CONTROL
HOUSE S28
BALBOA PARK
__
DALY CrrY /
COLMA
V
&.SOUTH SAN FRANCISCO
*
DUBLIN
CASTRO VALLEY
TRAIN CONTROL
ROOM S40
AUXILIARY
SUBSTATION SMS
MALL
k HAYWARD
^ 3
ALAMEDA COUNTY
SAN BRUNO
TRACTION POWER
SUBSTATION SME
vjC?*5
SWITCHING STATION/
TRACTION POWER
SUBSTATION SRR
TRAIN CONTROL
HOUSE S44
SOUTH HAYWARD
PORT
HAYWARD
YARD
lOVfe
e\>*>
ILLS
SAN
TRACTION POWER
SUBSTATION SHO
SAN JOSE
BERRYESSA
BART STATION
TRAIN CONTROL
ROOM S50
%
V,
AUXILIARY
SUBSTATION SBY
%
MATEO C O U N T Y
WARM SPRINGS
(PLANNED)
PACIFIC OCEAN
&
K r - SEE
LOCATION
MAP
SANTA
CLARA
SANTA CLARA
UNIVERSITY
s
& y
i
TRACTION POWER
SUBSTATION SBE
•
HIGH VOLTAGE
SUBSTATION SLP
%
YARD
SWITCHING STATION
SSL
CMC
ENTER V
us
SANTA CRUZ MOUNTAINS
AREN
SANTA C L A R A C O U N T Y
KEY
2
1, O
2
SAN
JOSE
PLAN
4
6
8
10
LOCATION MAP
MILES
f2
GRAPHIC SCALE
1
2 MILES
GRAPHIC SCALE
DESIGNED Bi
s k a n j * s r
M. HALL
1 20120716
0 20120501
REV
PATE
FINAL DESIGN
READY FOR CONSTRUCTION
Br
SUB
APP
DESCRIPTION
r
M. HALL
WjJpaTTi IIOIX
1436 California Circle
Klilpltas, California 95035
CHECKED BY
/ T e r z o g
A Joint Venture
IN CHAWS
T. AVEDIAN
20120716
Lockwood, Andrews
1 ^ 1 1 I &Newnam,lnc.
•
SUBMITTED
A LEO A »AUY
| Q D
T-Y-LIH INTERNATIONAL
SILIC
TEY
MPANY
APPROVED
BART SILICON VALLEY BERRYESSA EXTENSION
UNE, TRACK, STATIONS, AND SYSTEMS
CADD FILENAME
C700—S—LJ—X001 .DWG
AS SHOWN
TITLE SHEET
AREA CODE
u
C700
SHEET NO.
xoot
PAGE NO.
0001
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
PAGE
NO.
DWG
NO.
REV
NO.
TITLE
GENERAL
0001
U - -X001
1
TITLE SHEET
0002B
U --X012
0
INDEX OF DRAWINGS
0003
LJ -X200
1
GENERAL ABBREVIATIONS, SHEET 1 OF 4
0004
LJ--X201
1
GENERAL ABBREVIATIONS, SHEET 2 OF 4
0005
U --X202
1
GENERAL ABBREVIATIONS, SHEET 3 OF 4
0006
LJ--X203
1
GENERAL ABBREVIATIONS, SHEET 4 OF 4
LANDSCAPING
109
U-L200
0
BERRYESSA ROAD
IRRIGATION PLAN
STA 2 9 + 5 0 TO END OF WORK
110
LJ-L250
0
BERRYESSA ROAD
IRRIGATION NOTES & LEGEND
111
LJ-L251
0
BERRYESSA ROAD
IRRIGATION DETAILS
SHEET 1 OF 3
112
U-L252
0
BERRYESSA ROAD
IRRIGATION DETAILS
SHEET 2 OF 3
113
LJ-L253
0
BERRYESSA ROAD
IRRIGATION DETAILS
SHEET 3 OF 3
114
LJ-L300
0
BERRYESSA ROAD
PLANTING PLAN
STA 2 9 + 5 0 TO END OF WORK
115
LJ-L350
0
BERRYESSA ROAD
PLANTING NOTES & LEGEND
116
U-L351
0
BERRYESSA STATION ROAD
PLANTING DETAILS
117
U-L400
0
BERRYESSA ROAD
STANDARD LANDSCAPE SPECIFICATIONS
FOR CITY STREETSCAPE PROJECTS
SHEET 1 OF 3
118
U-L401
0
BERRYESSA ROAD
STANDARD LANDSCAPE SPECIFICATIONS
FOR CITY STREETSCAPE PROJECTS
SHEET 2 OF 3
119
LJ-L402
0
BERRYESSA ROAD
STANDARD LANDSCAPE SPECIFICATIONS
FOR CITY STREETSCAPE PROJECTS
SHEET 3 OF 3
Santa Clara Valley Transportation Aut hor it y
Y
NO EXCEPTION T A K E N
M A K E CORRECTIONS NOTED
AMEND AND RESUBMIT
Any action shown above is subject to the terms of
the contract and does not relieve the contractor
of any of its obligations under the contract
including design and detailing.
Contract No.:
lii:
DESIGNED BT
Skar
StafTmrcH
Terzog
M HALL
DRAWN BY
M. HALL
CHECKED BT
T. AVEDIAN
IN CHARGE
0
20120905
REV
MTE
READY FOR CONSTRUCTION
S*
SUB
APP
DESCRIPTION
65727
cT 9/30/13
Lockwood, Andrews
&Newnam,lnc.
T. AVEDIAN
20120905
SUBMITTED
/
X
'
UNE, TRACK, STATIONS, AND SYSTEMS
Date: / l j / & / ( 2 -
CADD FILENAME
C700—S—LJ—X012.dwg
SIZE
A Joint Venture
r A
I 2 P £ j S ^ S £ r " " ~ | TY-LIN INTERNATIONAL
APPROVED
S I L I C O N VALLEY
m
BART SILICON VALLEY BERRYESSA EXTENSION
INDEX OF DRAWINGS
SCALE
D
NONE
CONTRACT NO.
C700
AREA CODE SHEET NO.
u
REV.
0
PACE NO.
X012 0002B
1J3U-019 WP02 RFC. Drawings, 0905201
AGENCIES. ORGANIZATIONS ETC.
AASHTO
ACFC & WCD
ACI
ACWD
AGA
AIR
-
AMERICAN ASSOCIATION OF STATE
HIGHWAY AMD TRANSPORTATION
OFFICIALS
ALAMEDA COUNTY FLOOD CONTROL AND
WATER CONSERVATION DISTRICT
AMERICAN CONCRETE INSTITUTE
ALAMEDA COUNTY WATER DISTRICT
AMERICAN GAS ASSOCIATION
AIR PRODUCTS
AISC
AMERICAN INSTITUTE
CONSTRUCTION
ANSI
AMERICAN NATIONAL STANDARDS
ARCO
API
AREMA
ASTM
AT&T
AWS
BART
AMERICAN
AMERICAN
TELEPHONE & TELEGRAPH
WELDING SOCIETY
S A N F R A N C I S C O BAY
TRANSIT DISTRICT
BURLINGTON
B
BANK OF AMERICA
AREA
NORTHERN
CALTRANS
CALIFORNIA DEPARTMENT
TRANSPORTATION
CGS
CHEV
CALIFORNIA GEOLOGICAL
CHEVRON CORPORATION
COF
COM
COMCAST
CPUC
CPUC GO
CITY OF FREMONT
CITY OF MILPITAS
CSC
CSJ
CRSl
FDX
FGCS
ICG
JPB
KND, KM
L3, LVL3
MCI
MCWD
MFN
MFS
MSD
NEMA
NFPA
NOAA
OWT
PG&E
QWEST
SBC
SBWR
SCC
SCCTA
SCSD
SCVWD
S.F.
SFWD
SJSU
SJWC
SPR
SPTC
SVBX
SVE
SVP
SVRT
TBE
TCI
WIL
UL
UPRR
USC&GS
USD
USPS
VRZ
VTA, SCVTA
XO
STEEL
INSTITUTE
ASSOCIATED PUBLIC SERVICE
COMMUNICATIONS OFFICERS
AMERICAN PETROLEUM INSTITUTE
A M E R I C A N RAILWAY E N G I N E E R I N G A N D
MAINTENCE-OF—WAY ASSOCIATION
AMERICAN SOCIETY FOR TESTING AND
MATERIALS
BNSF
OF A
OF
COMCAST
CABLE
RAPID
SANTA
FE
OF
SURVEY
COMMUNICATIONS
CALIFORNIA PUBLIC UTILITY COMMISSION
CALIFORNIA PUBLIC UTILITY
COMMISSION GENERAL ORDER
CITY
OF
SANTA
CLARA
CITY OF SAN JOSE
CONCRETE REINFORCING STEEL INSTITUTE
FEDERAL EXPRESS
FEDERAL GEODETIC CONTROL
SUBCOMMITTEE
ICG COMMUNICATIONS, INC.
PENINSULA CORRIDOR JOINT POWERS
BOARD
KINDER MORGAN, INC.
LEVEL 3 COMMUNICATIONS
MCI TELECOMMUNICATIONS
MILPITAS CITY WATER DISTRICT
METROMEDIA FIBER NETWORK, INC.
METROPOLITAN FIBER SYSTEMS
MILPITAS SANITARY DISTRICT
NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NATIONAL FIRE PROTECTION AGENCY
NATIONAL OCEANIC AND ATMOSPHERIC
ADMINISTRATION
ONE WORLD TELECOMMUNICATIONS
PACIFIC GAS & ELECTRIC COMPANY
QWEST COMMUNICATIONS, INC.
SBC COMMUNICATIONS, INC. (NOW AT&T)
SOUTH BAY WATER RECYCLING (CSJ)
SANTA CLARA COUNTY
SANTA CLARA COUNTY TRANSPORTATION
AGENCY
SANTA CLARA SEWER DISTRICT
SANTA CLARA VALLEY WATER DISTRICT
SAN FRANCISCO
SAN FRANCISCO WATER DEPARTMENT
SAN JOSE STATE UNIVERSITY
SAN JOSE WATER COMPANY
SPRINT NEXTEL CORPORATION
SOUTHERN PACIFIC TRANSPORTATION
COMPANY
BART SILICON VALLEY BERRYESSA
EXTENSION PROJECT
SILICON VALLEY ELECTRIC
SILICON VALLEY POWER
SILICON VALLEY RAPID TRANSIT PROJECT
TAMPA BAY ENGINEERING
TCI CABLE VISION OF CALIFORNIA
WILLIAM TEL COMMUNICATIONS
UNDERWRITERS LABORATORY
UNION PACIFIC RAILROAD COMPANY
UNITED STATES COAST AND GEODETIC
SURVEY
UNION SANITARY DISTRICT
UNITED STATES POSTAL SERVICE
VERIZON COMMUNICATIONS
SANTA CLARA VALLEY TRANSPORTATION
AUTHORITY
XO COMMUNICATIONS
SPECIAL CHARACTERS -
&
AND
Alp
ATR
ATS
AITS
t>
DIAMETER
AUX
"F
TEMPURATURE
O
AT
<L
L
CENTER LINE
(ITEM
ANGLE
-
FARENHEIT
SPACINGS
(MEMBER
ONLY,
SIZE
01,02
VITAL
2/C
TWO-CONDUCTOR
3/C
THREE-CONDUCTOR
IE
AVE
AVG
AVI
AW
SCALE
#8@12")
IE L 4 X 4 X 5 / 1 6 )
REPEATER
AWG
CABLE
CABLE
-
B,
AMPERE,
AFF
A/D
AATC
AAV
AB
ABOVE FINISHED FLOOR
ANALOG-TO-DIGITAL CONVERTER
ADVANCED AUTOMATIC TRAIN CONTROL
AUTOMATIC AIR VENT
AGGREGATE BASE, ANCHOR BOLT,
ARRESTOR BLOCK
AIR-BLOWN MORTAR
ABANDON(ED)
ACRYLONITRILE—BUTADIENE—STYRENE,
AUTOMATIC BLOCK SIGNAL
ANCHOR BOLT
ABUTMENT
AIR COMPRESSOR, AIR CURTAIN, AIR
CONDITIONING, ASPHALT CONCRETE,
ALTERNATING CURRENT
AIR CIRCUIT BREAKER
AIR CONDITIONING CONTROL PANEL
ACCESS DOOR
AUTOMATIC CALLER IDENTIFICATION
ACKNOWLEDGE
ALTERNATING CURRENT OUTPUT
ACOUSTICAL
ASBESTOS CEMENT PIPE, AC PANEL,
AUXILIARY CONTROL PANEL,
AUXILIARY COMM ROOM
ACCESS CONTROL SYSTEM
ACOUSTICAL TREATMENT
AIR CONDITIONING UNIT
ASBESTOS CEMENT WATER PIPE
AREA DRAIN, ADDENDUM
ADDITIONAL
ADJACENT, ADJUSTABLE
ADD/DROP MULTIPLEXER
AUTOMATIC ELECTRONIC IDENTIFICATION
(SYSTEM)
AIR FILTER, AUDIO FREQUENCY,
ANTI-FREEZE REEL
AUTOMATIC FARE COLLECTION
ABOVE FINISH FLOOR
ADD FARE MACHINE
ABOVE GROUND
AHEAD
AIR HANDLING UNIT
ADDITIONAL INFO, ANALOG INPUT
ALARM
ALIGNMENT
ALUMINUM
AUTOMATIC LEVEL CONTROL UNIT
ALTERNATE, ALTERNATIVE
AMMETER, AMPLITUDE MODULATION
AMBIENT
AMPLIFIER
ANCHOR
ANNUNCIATOR
AMBIENT NOISE SENSOR
ANTENNA
ANALOG OUTPUT
ANGLE OF VIEW
ACCESS PANEL
AIR PRESSURE DROP
ASSESSOR PARCEL NUMBER
APPROACH
APPROXIMATE
ACOUSTICAL PANEL CEILING
AREA OF RESCUE ASSISTANCE
ARCHITECTURAL
ACCELERATION RESPONSE SPECTRUM
AIR RELEASE VALVE
AGGREGATE SUBBASE, AMMETER SWITCH
ASPHALT
APPROACH LOCKING SUCK RELAY,
AUTOMATIC SPRINKLER RISER
AMMETER TRANSDUCER
AUTOMATIC TRAIN CONTROL
AUTOMATIC TRAIN OPERATION
ABM
ABN
ABS
ABT
ABUT
AC
ACB
ACCP
ACD
ACI
ACK
ACO
ACOUS
ACP
ACR
ACS
ACTR
ACU
ACWP
AD
ADD'L
ADJ
ADM
AEI
AF
AFC
AFF
AFM
AG
AH, AHD
AHU
A!
AL
AUGN
ALUM
ALCU
ALT
AM
AMB
AMP
ANCH
ANN
ANS
ANT
AO
AOV
AP
APD
APN
APP
APPROX
APT
ARA
ARCH
ARS
ARV
AS
ASPH
ASR
AT
ATC
ATO
AMBER
B28
BAT
BB
20120501
FINAL DESIGN
READY FOR CONSTRUCTION
M. HALL
DRUM 8r
M. HALL
SACKED Bf
T. AVEDIAN
IN CHARGE
T. AVEDIAN
OA1E
20120716
POS.
12VDC
POS.
28VDC
POSITIVE
BATTERY
BACK BONE, BEGINNING OF BRIDGE
BILL-TO-BILL CHANGER
BARE COPPER, BOTTOM OF CURB,
BEGIN CURVE
BILL CHANGE MACHINE
BEGIN CURB RETURN
BARE COPPER
BALANCING DAMPER, BY-PASS DAMPER,
BOARD
BI-DIRECTIONAL AMPLIFIER
BACKDRAFT DAMPER
BIT ERROR RATE
BLACK ROLL FIBER DUCT
BACK FLOW PREVENTER
BART FACILITY STANDARD
BELOW GROUND SURFACE
BRAKE HORSE POWER
BINARY DIGIT
BITUMINOUS
BACK
BACKFILL
BREAKER
BUILDING
BLOCKING
BLOCKS
BLUE UGHT STATION, BLUE LIGHT
SWITCH STATION
BOULEVARD
BEAM, BENCHMARK
BLOW OFF
BOTTOM OF CONCRETE
BOTTOM OF DUCT
BIDIRECTIONAL OPTICAL RF INTERFACE
BOTTOM OF SLAB
BACK OF WALK
BART POLICE
BITS PER SECOND
BRIDGE
BEARING(S)
BREAKER
BROKEN RAIL RELAY
BOTTOM OF SLOPE
BAYSTATE SUBSURFACE INVESTIGATION
BUS SIGNAL SYSTEM
BUS TRANSFER MACHINE
BASE TRANSCEIVER STATION
BASE TRANSCEIVER STATION
BRITISH THERMAL UNIT
BRITISH THERMAL UNIT PER HOUR
BUTTERFLY VALVE
BEGIN VERTICAL CURVE
BARBED WIRE, BACK OF WALK,
BANDWIDTH
AC VOLTAGE
POSITIVE 12V AC
BBC
BC
BCM
BCR
BCU
BD
BDA
BDD
BER
BFD
BFP
BFS
BGS
BHP
BIT
BITUM
BK
BKF
BKR
BLDG
BLKG
BLKS
BLS
BLVD
BM
BO
BOC
BOD
BORI
BOS
BOW
BP
BPS
BR
BRG(S)
BRKR
BRR
BS
BSI
BSS
BTM
BTS
BTS
BTU
BTUH
BV
BVC
BW
BX
BX12
-
C&G
C/B
C/R
C/W
CA
CAB
CAL
CAP
CAT
CATV, CTV
CB
DE5IOCD BT
CURVE
CENTER TO CENTER
CENTRAL CONTROL FACILITY
(REMOTELY LOCATED)
COMMUNICATIONS CABLE NETWORK
CENTRAL CONTROL PANEL
CENTRAL CONTROL SYSTEM
CALIFORNIA COORDINATE SYSTEM 1983
(RELATES TO NAD83)
B -
DC VOLTAGE BOTTOM
BOTTOM OF
BOX
B / 0
B12
A
CENTRAL CONTROL/CONTROLLER,
COOLING COIL. CENTER OF CIRCULAR
AUTOMATIC TRAIN PROTECTION
AIR TEMPERATURE RISE
AUTOMATIC TRANSFER SWITCH
AUXILIARY TRAIN TRACKING SYSTEM
AUXILIARY
AVENUE
AVERAGE
AUTOMATIC VEHICLE IDENTIFICATION
AIR VACUUM VALVE
AMERICAN WIRE GAUGE
C -
CELSIUS, CONDUiT, COIL, COMBINER,
CONDUCTOR, COVER
CURB AND GUTTER
COVER BOARD
CONTACT RAIL
COMPLETE WITH
COMPRESSED AIR, COMPRESSED AIR
REEL, CABLE
CABINET, TRAIN SPEED SIGNAL
CALIPER
CAPACITOR, CAPACITY, CORRUGATED
ALUMINUM PIPE
CATEGORY (AS IN CAT 5 CABLE)
CABLE TELEVISION
CATCH BASIN, CIRCUIT BREAKER,
CONVERTER BLOCK
CORROSION CONTROL TEST LEADS
CLOSED CIRCUIT TV CAMERA, C L O S E D
CIRCUIT TELEVISION
CONDENSATE DRAIN, CONCRETE D U C T
CENTRAL DISPLAY BOARD
CALIFORNIA ELECTRICAL CODE
CEILING E X H A U S T GRILLE
CEMENT
CERAMIC
CUBIC
FOOT/FEET,
FORWARD
CALL
CONTROL
(TELEPHONE
CUBIC FEET
FEATURE)
PER HOUR
CUBIC
PER
FEET
BANK
CONTROL
FUSE
CSU
CT
CHANNEL
CTC
CTR
CTSK
CU
CULV
CV
CW
CWR
CX
CXFU
CY
RELAY,
ANSWER
CORRUGATED STEEL PIPE
CAB STEERING RELAY, CEILING
REGISTER
-
HV
CML
14-36 California Circle
Milpitas, California 95035
# f e r Z O q
A Joint Venture
| # % V % Lockwood, Andrews
&Newnam,!nc.
IVII 1
•
•
SUBMITTED
•
•
*
| C I H &N*wnun[ine.
SUPPLY
DTSJ
DW
DWG(S)
DX
DATA TRANSMISSION SYSTEiv
TRANSMISSION SYSTEM
DOWNTOWN SAN JOSE
DOMESTIC WATER
DRAWING(S)
DIRECT EXPANSION
UNIT
COMMUNICATIONS TERMINAL CABINET
CONTINUOUS TONE CODED SQUELCH
SYSTEM
CENTER, COMMUNICATIONS TERMINATION
ROOM
COUNTERSUNK
CONDENSING UNIT, COPPER
CULVERT
CHECK VALVE, CURV E
C O L D WATER, CREOSOTED W O OD
CONTINUOUS WELDED RAIL
CURRENT SENSOR
CONTROL FUSE LV SIDE
CUBIC YARD(S)
D
GRILLE,
SIDE
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CAST IRON
COMMUNICATIONS INTERFACE CABINET
CAST IRON PIPE, CAST IN PLACE
CONSTRUCTION JOINT. CONTROL JOINT
CIRCUIT
CEMENT LINED, CENTERUNE, CHAIN LINK
CEMENT UNED AND COATED
CHAIN UNK FENCE
CEILING
CAULKING
CLOSET
CLEAR, CLEARANCE
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CONDUIT
CONTROL
COUNTER
CLEANOUT, COUNTY, CROSSOVER,
CONVENIENCE OUTLET,
CARBON MONOXIDE SENSOR,
CONDUIT ONLY
SUPERVISORY CENTRAL CONTROL BOARD
COAXIAL CABLE
COLUMN(S)
COMMUNICATION(S)
COMPUTER, COMPOSITE
COMPARTMENT
CONCRETE
CONDENSATE, CONDENSING, CONDITIONED
CONNECT. CONNECTION
CONSTRUCT, CONSTRUCTION
CONTINUOUS, CONTINUATION
CONVENTIONAL
COORDINATE
CORPORATION
CORRIDOR
CONTINUOUSLY OPERATING REFERENCE
STATIONS
CONCRETE PIPE, CONTROL POINT,
COMPLETE PENETRATION,
CROSS PASSAGE, CONTROL PANEL
CALIFORNIA PLUMBING CODE
CONDUIT, PLASTIC
COUPLING
CORRUGATED PLASTIC PIPE
CARPET
CENTRAL PROCESSING UNIT
CENTRAL PROCESSOR UNIT/POLYNOMIAL
DIVIDER
CARD READER, CROWN, CONTACT RAIL
CEILING RETURN DIFFUSER
CEILING RETURN GRILLE
CREEK
CATHODE RAY TUBE
CONTACT SWITCH, CONTROL SWITCH,
POINT OF CHANGE FROM CIRCULAR
CURVE TO SPIRAL
CONSTRUCTION STAGING AREA
CAB STEERING RELAY A
D
D/A
D/F
D/L
DA
DACS
DAS
DB
dB
DBC
DBL
DBO
DC
DCC
DCN
DCP
DD
DDCVA
DDS
DEG
DEL
DEPT
DET
DF
DFE
DFM
DG
DGAC
Dl
DIA
DIAG
DID
DIM
DIP
DIPIS
DIR
DISP
DIST
DL
DMH
DMOD
DMP
DN
DO
DOD
DP
DR
DRWY
DS
DSO
DS1
DSM
DSS
DSU
DSX
DTMF
DTR
DEPTH, DRAIN, DRAINAGE
DIGITAL-TO-ANALOG CONVERTER
DISTRICT FURNISHED
DOWN LINK
DISTRIBUTION AMPLIFIER
DIGITAL ACCESS AND CROSS CONNECT
DATA ACQUISITION SYSTEM
DRY BULB, DUCTBANK
DECIBEL
DIRECT BURIED CABLE
DOUBLE
DOUBLE BREAK OUTPUT
DIRECT CURRENT, DEGREE OF CURVE
DATA COMMUNICATIONS CHANNEL
DATA COMMUNICATIONS NETWORK
DAMPER CONTROL PANEL
DOWN DRAIN
DOUBLE DETECTOR CHECK VALVE
DYNAMIC (TRAIN) DESTINATION SIGN
DUCT EXHAUST GRILLE, DEGREE
DELINEATORS, DELETE
DEPARTMENT
DETAIL, DETOUR, DETECTOR
DIRECT FIXATION, DRINKING FOUNTAIN,
DEGREES FAHENHEIT
DISTRICT FURNISHED EQUIPMENT
DISTRICT FURNISHED MATERIAL,
DISTRIBUTION FEEDER MAIN
DOOR GRILLE
DENSE GRADED ASPHALT CONCRETE
DUCTILE IRON, DIGITAL INPUT,
DRAINAGE INLET, DIRECT INPUT
DIAMETER
DIAGONAL
DIRECT INWARD DIALING
DIMENSION
DUCTILE IRON PIPE
DOOR INTERLOCK PROTECTION ISOLATION
SCHEME
DIRECT, DIRECTION
DISPENSER
DISTRIBUTION, DISTRICT, DISTANCE
DEAD LOAD, DOOR LOUVER
DRAINAGE MANHOLE
DEMODULATE
DESIGNATED MATCHING PRODUCT
DOWN
DIGITAL OUTPUT, DOOR OPENING, DITTO
DIRECT OUTWARD DIALING,
DIFFERENTIAL PRESSURE, DISTRIBUTION
PANEL
DOOR, DRIVE
DRIVEWAY
DISCONNECT SWITCH, DOWNSPOUT,
DESK SET UNIT
DIGITAL SIGNAL (LEVEL 0)
DIGITAL SIGNAL (LEVEL 1)
DEEP SOIL MIX
DESTINATION SIGN SYSTEM
DESTINATION SIGN UNIT,
DATA SERVICE UNIT
DIGITAL CROSSCONNECT
DUAL TONE MULTIFREQUENCY
DETOUR
Skarj^WF'
K u i S m f p Y
OlJWK*rf 1 H U r \
SERVICE
DTS
CERAMIC TILE, C U R R E N T T R A N S F O R M E R ,
COURTESY TELEPHONE, COURT
CENTRALIZED TRAIN CONTROL,
MINUTE
CONTACT FIBER TRANSCEIVER
C E N T E R O F GRAVITY, CEILING
CHASSIS GREASE REEL
CHANNEL
CHANNEL
CUSTOMER SERVICE BUILDING
CAB STEERING RELAY B
CEILING SUPPLY DIFFUSER
CODE SYSTEM EMULATOR, EXTENDED
CTCSS
(SUPPLY)
FORWARD/DON'T
CSB
CSBR
CSD
CSEX
CSP
CSR
NOTES:
1.
ABBREVIATIONS SHOULD ONLY BE USED WHEN
SPACE LIMITATIONS ON THE DRAWING DOES NOT
ALLOW FOR THE FULL TEXT.
2.
SOME ABBREVIATIONS ARE CONSIDERED COMMON
OR WIDESPREAD AND CAN BE USED UNIVERSALLY.
I.E., TYP FOR TYPICAL; UNO FOR UNLESS NOTED
OTHERWISE.
3.
ABBREVIATIONS WITH MULTIPLE DEFINITIONS
SHOULD BE READ IN RELATION TO THE ITEM,
AND DISCIPLINE OF THE DRAWING ON WHICH IT
OCCURS.
4.
ABBREVIATIONS MAY BE COMBINED WHEN NEEDED
I.E. DIP-CL (DUCTILE IRON PIPE, CEMENT LINED),
NS&FS (NEAR SIDE AND FAR SIDE)
LINE, TRACK, STATIONS, AND SYSTEMS
CADD FILENAME
C70Q—S—LJ—X20Q.dwg
SIZE
| TY-LJN INTERNATIONAL
SI LI COM ?NJLEY
GENERAL ABBREVIATIONS
SCALE
D
NONE
C700
SHEET 1 OF 4
AREA CODE SHEET NO.
LEO A D%^LY y j M P A N Y
APPROVED
BART SILICON VALLEY BERRYESSA EXTENSION
u
PAGE NO.
X200 0003
J3U-Q19 VVP02 RFC, Drawings, 09052012.pdf
E
E&M
Ea
EA
EAD
EAT
EB
EBH
EBO
EBP
EC
ECB
ECC
ECH
ECR
EDACS
EOF
EE
EERMS
EF
EFF
EG
EHC
EHH
EIO
EIP
EJ
EJEC
EL
ELB
ELEC
ELEV
E'LY
EM, EMER
EM TRIP
EMB
EMBED
EMCC
EMH
EMI
EMP
ENC
ENCL
ENGR
ENT
EOB
EOL
EOP
EOS
EOT
EP
EPB
EPDM
EPD
EPOCH DATE
EPR
EQ
EQUIP
ER
ES
ESC
ESMT
ESP
ESS
EST
ET
ETC
ETM
ETP
ET5
ETTS
ETW
EUH
EV
EVC
EW
EWL
E -
EAST, SUPERELEVATION IN INCHES
EAR AND MOUTH
ACTUAL SUPERELEVATION
EACH. EXHAUST AIR
EXHAUST AIR DAMPER
ENTERING AIR TEMPERATURE
EASTBOUND, END OF BRIDGE,
EAST BANK, ELECTRICAL BOX
ELECTRICAL BASEBOARD HEATER
EMERGENCY BARRIER OVERRIDE
EMERGENCY BACKUP PANEL
END CURVE
EMERGENCY CALL BOX
ELECTRIC CABINET CONVECTOR
ELECTRIC CABINET HEATER
END CURB RETURN
ENHANCED DIGITAL ACCESS
COMMUNICATIONS SYSTEM
ELECTRIC DRINKING FOUNTAIN
EACH END, EMERGENCY EXIT
ELEVATOR AND ESCALATOR REMOTE
MONITORING SYSTEM
EACH FACE. EXHAUST FAN
EFFICIENCY
EXISTING GROUND
ELECTRIC HEATING COIL
ELECTRICAL HANDHOLE
ETHERNET INPUT OUTPUT
ELEVATOR INTERFACE PANEL
EXPANSION JOINT
EJECTION / EJECTOR
ELEVATION
ELBOW
ELECTRIC, ELECTRICAL
ELEVATOR
EASTERLY
EMERGENCY, EMERGENCY MODE,
EMERGENCY COMMAND
EMERGENCY TRIP
EMBANKMENT
EMBEDMENT
EMERGENCY MOTOR CONTROL
CENTER
ELECTRICAL MANHOLE
ELECTROMAGNETIC INTERFERENCE
EMERGENCY MANAGEMENT PANEL
ENCASED
ENCLOSURE
ENGINEER
ENTRANCE
END OF BRIDGE
END OF LINE
END OF PLATFORM
ELECTRIC OPERATING SWrTCH
END OF TRACK
EDGE OF PAVEMENT
ELECTRICAL PULL BOX,
EMPTY PULL BOX
ETHYLENE PROPYLENE DIENE
MONOMER
EXTERNAL PRESSURE DROP
A SPECIFIC INSTANT IN TIME
THE DATE, EXPRESSED IN
DECIMAL YEARS
EXIT PROHIBIT RELAY, ETHYLENE
PROPYLENE RUBBER INSULATED
CABLE
EQUAL, EQUATION
EQUIPMENT
EXHAUST REGISTER
EDGE OF SHOULDER, END SYSTEM,
EMERGENCY SHOWER
EMERGENCY SUPPLY CLOSET,
ESCALATOR, ESCAPE
EASEMENT
EXTERNAL STATIC PRESSURE
ESSENTIAL
ESTIMATE
EMERGENCY TELEPHONE,
EMERGENCY TRIP, EXPANSION TANK
ETCETERA
EMERGENCY TRIP MODULE
EMERGENCY TRIP PANEL
ELECTROLYSIS TEST STATION,
EMERGENCY TRIP STATION
EMERGENCY TRANSFER TRIP STATION
EDGE OF TRAVELED WAY
ELECTRIC UNFT HEATER
ELECTRICAL VAULT
END VERTICAL CURVE
EACH WAY, EMERGENCY EYE WASH
END WALL
EWT
EXC
EXH
(E), EX,
EXIST
EXP
EXP JT
EXPO
EXPWY
EXT
EXTR
ENTERING WATER TEMPERATURE
EXCAVATION
EXHAUST
EXISTING
FSD
FSK
FSV
FT
EXPANSION
EXPANSION JOINT
EXPOSED
EXPRESSWAY
EXTERIOR, EXTENDED
EXTRACTOR
FTG
FTLT
FTVM
FU
FUELL
FURR
FUT
FV
FW
FWD
FWY
FXO
FXS
- f F
FA
FACP
FAFM
FAI
FAWS
FB
FC
f c
f ci
FCD
FCM
FCO
FCP
FD
FDC
FDCP
FDCR
FDDI
FDN
FDP
FDS
FDSC
FDSO
FE
FE(C)
FECR
FF
FF(E)
FG
FGA
FGC
FH
FHC
FHV
FIN
FIT
FIV
FL
FLA
FLC
FLEX
FLR
FM
FMT
FND
FO
FOC
FOF
FOM
FOS
FOT
FO-TN
FP
FPM
FPRF
FPS
FR
FRE
FRG
FR GRD
FRP
FRRC
FRS
FS
COMBINATION FIRE SMOKE DETECTOR
FREQUENCY SHIFT KEYING
RRE SPRINKLER VALVE
FOOT (FEET). FIRE TELEPHONE
COMPUTERFAULT TOLERANT
COMPUTER
FOOTING
FREIGHT LIFT
FUTURE TICKET VENDING MACHINE
RXTURE UNIT
FUEL UNE
FURRING
FUTURE
FLOW VENTURI, FACE VELOCITY
FACE OF WALL, FIRE WATER
FORWARD
FREEWAY
FOREIGN EXCHANGE, OFFICE END
FOREIGN EXCHANGE. STATION END
FARENHEfT, FUSE, FUEL
FIRE ALARM. FREE AREA
RRE ALARM CONTROL PANEL
FUTURE ADD FARE MACHINE
FRESH AIR INTAKE
RRE ALARM WORK STATION
FIAT BAR, FACE OF BUILDING
FAN COIL, FLEXIBLE CONNECTION,
FORWARD CURVE, FACE OF CURB
SPECIFIED COMPRESSIVE STRENGTH
OF CONCRETE
-
G/L
GA
GAL
GAL.V
Gb
GB
COMPRESSIVE STRENGTH OF
CONCRETE AT TIME OF INITIAL
PRESTRESS
a o w CONTROL DEVICE
FRACTURE CRITICAL MEMBER
FLOOR CLEAN OUT
RRE CONTROL PANEL
FLOOR DRAIN, FRENCH DRAIN,
FAN DAMPER, FIBER DUCT
RRE DEPARTMENT CONNECTION
FAN DAMPER CONTROL PANEL
FAN DAMPER CLOSE RELAY
FIBER DISTRIBUTED DATA INTERFACE
FOUNDATION, FIRE UNE GOING DOWN
RBER DISTRIBUTION PANEL.
RRE DAMPER WITH ACCESS
PANEL
FAN DAMPER SECTION
FAN DAMPER SECTION CLOSE
RELAY
FAN DAMPER SECTION OPEN
RELAY
RELD EQUIPMENT
RRE EXTINGUISHER (CABINET)
FLASHING LAMP CHECK RELAY
RLTER FABRIC
RNISH FLOOR (ELEVATION)
RNISHED GRADE, FARE GATE
FARE GATE ARRAY
FARE GATE CABINET
RRE HYDRANT, FLAT HEAD
RRE HOSE CABINET
RRE HOSE VALVE
RNISHED
FURNISH INSTALL TERMINATE,
FURNISH INSTALL TEST
RRE ISOLATION VALVE
FLOW LINE
FULL LOAD AMPERES
FULL LOAD CURRENT
FLEXIBLE
FLOOR, FLASHING LAMP RELAY
FACTORY MUTUAL, FORCED MAIN,
FREQUENCY MODULATION
FAN MOTOR TROUBLE
FOUND
RBER OPTIC CABLE
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY,
RBER OPTIC MODEM
FACE OF STUDS
RBER OPTIC TERMINAL
RBER OPTIC TUNNEL INTERFACE
RRE PROTECTION
FEET PER MINUTE
RREPROOF
FEET PER SECOND
FRAME
FAN RUNNING (EXHAUST)
FLOOR RETURN GRILLE
FRAME GROUND
RBER REINFORCED POLYMER
RRE—RADIO REMOTE CONTROL UNIT
FAN RUNNING (SUPPLY)
FAR SIDE, FIRE SERVICE, FULL SIZE,
FLOOR SINK, FLOW SWITCH,
RNISHED SURFACE
GBS
Gbs
GCL
GCT
GDR
GE
GFCI
GR
GFRC
GG
GHH
GHz
GIGA
GIL
GIP
GL
GLV
GLZ
GM
GMH
GMU
GND
GO
GP
GPM
GPS
GR
GRD
GRL
GRS
GRSC
GSP
GTH
GTS
GUH
GV
GYP
-
HB
HC
HCR
HD
HDD
HDN
HDPE
HDR
HDW
HEX
HF
HH
DRAWN BY
SJb^mTck
^rrerzog
M. HALL
CHECKED Bf
20120501
T. AVEDIAN
IN CHARGE
T. AVEDIAN
om
20120716
JT(S), J/'T
JUE
K. k
kA
Kbps, Kb/s
KC
KCMIL
kHz
km
KOP
KQ!
KS
KSF
KSI
kV
kVA
KVAR
KVM
kW
KWD
kWH
INJECTION LASER DIODE
FAN LOW CURRENT
INTERLOCK OR INTERLOCKING
INTEGRATED MULTISITE CONTROLLER
INSTALLATION AND MAINTENANCE
EASEMENT
INCH, INCHES
INCHES OF WATER COLUMN
INCLUDING
INFORMATION
INSULATED
INSTANTANEOUS
INSULATION, INSULATOR
INTERIOR OR INTAKE
INVERT
INTERNET PROTOCOL, IRON PIPE
IRON PIPE SIZE
IRON PIPE GAS
INSIDE RADIUS
INTEGRATED REMOTE ATO TERMINAL
IRRIGATION
INTEGRATED SERVICES DIGITAL
NETWORK
INTERFACE AND SIGNAUNG UNIT
CURRENT TRANSMITTER, INDUSTRY
TRACK
INDUSTRY LEAD TRACK
INTELUGENT VIDEO SURVEILLANCE
INDUSTRIAL WASTE
J -
JANITOR (CLOSET)
LOSS OF POWER ALARM
JUNCTION BOX
JOINT COMM. DUCT STRUCTURE
JUNCTION
KILO (ONE THOUSAND), KIP(S)
KILOAMPERE
KILOBITS PER SECONDS
MANUAL TIMER
THOUSAND CIRCULAR
Hn
66727 '
9/30/13
cm.
isn
KILOHERTZ
KILOMETER
KNOCKOUT PANEL
ELAPSED TIME INDICATOR
KITCHEN SINK
KIPS PER SQUARE FOOT
KIPS PER SQUARE INCH
KILO VOLT (ONE THOUSAND VOLTS)
KILO VOLT AMPERS
KILOVOLT AMPERES REACTIVE
KEYBOARD VIDEO MONITOR
KILOWATT
KILOWATT DEMAND
KILOWATT HOUR
L/G
L/O
LA
LAC
LAM
LAN
LAT
LAV
LB(S)
LC
LCD
LCN
LCP
LCS
LD
LE
LED
LF
LG
LH
UP
LKGL
LKR
LL
LLDL
LLH
LLV
LMA
LMR
LOC
LOL
LONGIT
LP
LPG
LR
LRA
LRT
LS
LSR
LSW1A
LWS1B
LT
LTE
LTG
LV
LVL
LWD
LWP
LWT
LYL
LENGTH, LONG, LOUVER, UQUID
LINED
UP OF GUTTER
LAYOUT
LANDSCAPE ARCHITECT, LIGHTNING
ARRESTER
LEFT ACTIVE CHANNEL
LAMINATE
LOCAL AREA NETWORK
LATERAL, LEAVING AIR TEMPERATURE
LAVATORY
POUND(S)
LANDSCAPE CONTRACTOR, LEFT
CABLE. LOCAL CONTROL
LIQUID CRYSTAL DISPLAY
LOCAL COMMUNICATIONS NETWORK
LOCAL CONTROL PANEL
LOCAL CONTROL STATION
LASER DIODE
LANDSCAPE EASEMENT, LUNAR
ASPECT LAMP
LIGHT EMITTING DIODE
UNEAR FOOT (FEET)
LONG, LIP OF GUTTER
LEFT HAND, LAVATORY HANDICAP
LOCAL INSTRUMENT PANEL
LOOKING GLASS
LOCKER
UVE LOAD
LOW LEVEL DATA UNK
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LAKE MERRfTT ADMINISTRATION
BUILDING
LOAD MEASURING RESISTOR
LOCATION
LAYOUT LINE
LONGITUDINAL
LOW POINT
LIQUIRED PETROLEUM GAS
LONG RADIUS
LOCKED ROTOR AMPS
LIGHT RAIL TRANSIT
LIMIT SWITCH
SWITCH COMPLETION LOCK
STORAGE RELAY
ACTUATOR N0.1 BLADE UMIT
SWITCH - A
ACTUATOR N0.1 BLADE UMIT
SWITCH - B
LEFT, UGHT, UGHT REEL
LINE TERMINATING EQUIPMENT
LIGHTING
LOW VOLTAGE
LEVEL
URGE WOODY DEBRIS
LOW WORKING POINT
LEAVING WATER TEMPERATURE
LOWER YARD LEAD
-
MAE
MCTB
M & £
mA
MAINT
MAP
MAR
MAT'L
MAV
MAX
MBF
MBGR
MBH
MBTH
Mbpa, Mb/s
MC
MCC
MCP
MCR
MD
MDF
MECH
MED
MEGA
MEM
MF
MFR
MFU
MG
MH
MHz
MIN
MISC
ML
mm
MM
MMR
MO
MOD
MODEM
MOM
MON
MOS
MOW, MW
MP
MPH
MPR
MPTB
MR
MS
MSE
MSG
MSK
MSL
MSM
MT
MTD
MTL
MTR
MTS
MTU
MUL
MULT
MUX
mV
MVA
MVDTR
MW
MWT
MYL
M -
MAIN CONTACTOR, METER. MEDIUM
LOADING, MOTOR
MAINTENANCE EASEMENT
MOTOR CONTROL TERMINAL BOX
MAINTENANCE & ENGINEERING
MILLIAMPERE
MAINTENANCE
MIMIC ANNUNCIATION PANEL
MARBLE
MATERIAL
MANUAL AIR VENT
MAXIMUM
MEASURED BOARD FEET
METAL BEAM GUARD RAIL
THOUSANDS BTU PER HOUR
MOTOR BEARING TEMPERATURE HIGH
MEGA BIT PER SECOND
MEDIA CONVERTER, MULTI-COUPLER,
MEDIA CONVERTER
MOTOR CONTROL CENTER
MOTOR CONTROL PANEL.
MINI CARRIER REMOTE
MOTORIZED DAMPER
MAIN DISTRIBUTION FRAME
MECHANICAL
MEDIAN, MEDIUM
ONE MILLION
MEMBRANE
MAIN CONTACTOR, FORWARD
(EXHAUST)
MANUFACTURER
MAIN UNE FUSE
MILLION GALLON
MANHOLE
MEGAHERTZ
MINIMUM
MISCELLANEOUS
MAIN LINE TRACK
MILLIMETER
MULTI-MODE (RBER CABLE)
MOTOR MASTER RELAY
MASONRY OPENING. MOTOR
OVERLOAD, MOTOR OIL REEL
MODIFY, MODIRED, MODULATE,
MOTOR OPERATED DAMPER
MODULATOR/DEMODULATOR
MOMENTARY
MONUMENT
MANUAL OPERATING SWITCH, MOTOR
OPERATED SWITCH
MAINTENANCE—OF-WAY
MILE POST
MILES PER HOUR
MOTOR PROTECTION RELAY,
MULTIFUNCTION PROTECTION RELAY
MOTOR POWER TERMINAL BOX
MAIN CONTACTOR REVERSE
(SUPPLY), MULTI-RATIO
MOP SINK, MOTOR STARTER
MECHANICALLY STABILIZED EARTH
MESSAGE
MINIMUM SHIFT KEY
MEAN SEA LEVEL
MULTILOOP SUPERVISORY MODULE
MAGNETIC TESTING, MAIN TRACK,
MAINTENANCE TELEPHONE
MOUNTED
MATERIAL, METAL
METER, METERING, MOTOR
MANUAL TRANSFER SWITCH
MASTER TERMINAL UNIT
MULLION
MULTIPLE
MULTIPLEX, MULTIPLEXER
MILLIVOLT
MEGAVOLT AMPERE
MAINTENANCE VEHICLE DETECTION
RELAY
MEGAWATT
MOTOR WINDING TEMPERATURE HIGH
MILPITAS YARD LEAD
UNE, TRACK, STATIONS, AND SYSTEMS
CADD FILENAME
C70Q—S—LJ—X201 .dwg
SIZE SCALE
A Joint Venture
Lockwood, Andrews
&Newnam,lnc.
SUBMITTED
MILS
L
(L)
INTERLOCK
INTERFACE
INTERLOCKING
INPUT/OUTPUT
INTERCOM, INTERFACE CABINET,
INTERRUPTING CAPACITY
INTERFACE CONTROL MANUAL
INTEGRATED COMPUTER SYSTEM,
INTEGRATED CONTROL SYSTEM
INTEGRATED COMPUTER SYSTEM VENTILATION
PHASE CURRENT TRANSFORMER
IDENTIFICATION, INSIDE DIAMETER
INTERMEDIATE DISTRIBUTION FRAME
INTRUSION DETECTION SYSTEM
INVERT ELEVATION
INGRESS/EGRESS EASEMENT
CURRENT INDICATION HIGH
CURRENT INDICATION HIGH HIGH
CURRENT INDICATION LOW
INSULATED JOINT (PLUG)
JACKFiELD
JUMPER
JOINT POLE
JOINT POLE LIMES
JOIMT(S), JOINT TRENCH. LOSS OF
POWER TRANSMITTER
JOINT UTILITY EASEMENT
— K —
L
I
-
JKFLD
JMP
JP
JPL
S k a n s M H F
M. HALL
FINAL DESIGN
READY FOR CONSTRUCTION
H -
HEIGHT, HORIZONTAL, HOT,
HUMIDSTAT
HOSE BIBCOCK
HEATING COIL
HUMIDITY CONTROLLER
HEAD
HORIZONTAL DIRECTIONAL DRILLING
HOPPER DRAIN
HIGH DENSITY POLYETHYLENE
HEADER
HARDWARE
HEXAGON, HEXAGONAL
HIGH FREQUENCY
HANDHOLE
H
DESIGNED Bf
20120716
G -
ACCELERATION OF GRAVITY
GAS UNE, GENERATOR SET, GREEN
NATURAL GAS
GROUND LINE
GAGE, GAUGE, GATE
GALLON (S)
GALVANIZED
GIGABIT
GROUND BUS, GYPSUM BOARD.
GRADE BREAK, GRAB BAR, GAP
BREAKER
GAP BREAKER STATION,
GROUND BREAKER STATION
GIGABITS PER SECOND
GRADING CONTROL LINE
GROUNDED CURRENT TRANSFORMER
GUARD RAIUNG
GREEN ASPECT LAMP, GROOVED END
GROUND FAULT CURRENT
INTERRUPTING
GROUND FAULT INTERRUPTOR
GLASS FIBER REINFORCED
CONCRETE
GATE VALVE. GROUND GRID
GAS HANDHOLE
GIGAHERTZ
ONE BILLION
GREEN INDICATION LIGHT
GALVANIZED IRON PIPE
GLASS
GLOBE VALVE
GLAZING
GAS METER, GUIDE MARKER
GAS MANHOLE (REGULATOR VAULT)
GLASS MASONRY UNIT
GROUND
GREASE OIL REEL
GRADING PLANE
GALLONS PER MINUTE
GLOBAL POSITIONAL SYSTEM,
GLOBAL POSITIONING SATELLITE
GRATE, GUARD RAIUNG, GROUND
ROD, GATE RELAY
GRADE
GRILLE
GALVANIZED RIGID STEEL
GALVANIZED RIGID STEEL CONDUIT
GALVANIZED STEEL PIPE
GRAND TOTAL HEAT
GROUND TEST STATION
GAS UNIT HEATER
GAS VALVE. GRAVITY VENT, GATE
VALVE
GYPSUM
HIGH
HOLLOW METAL
HOT MIX ASPHALT CONCRETE
HAND-OFF-AUTO
HORIZONTAL
HIGH PRESSURE, HIGH POINT,
HORSEPOWER, HEAT PUMP
HIGH PRECISION GEODETIC
NETWORK
HANDRAIL, HOUR
HIGH STRENGTH, HAND SWITCH
HEAT STORAGE CABINET
HOUSE
HOUSING
HOLLOW STRUCTURAL SECTION
HEIGHT
HEATING
HEATER
HEATING VENTILATING UNIT, HIGH
VOLTAGE, HOSE VALVE
HOSE VALVE, ANGLE GLOBE TYPE
HEATING, VENTILATING, AND AIR
CONDITIONING
HOSE VALVE, STRAIGHTWAY GATE
TYPE
HIGH VOLTAGE SUBSTATION
HARD WIRED, HEADWALL, HOT WATER
HOT WATER RETURN
HOT WATER SUPPLY
HIGHWAY
FIRE HYDRANT
HERTZ (CYCLES PER SECOND)
TY-UH INTERNATIONAL
APPROVED
0 1
SILICON VALLEY
GENERAL ABBREVIATIONS
NONE
D
C700
SHEET 2 OF 4
AREA CODE SHEET NO.
BART SILICON VALLEY BERRYESSA EXTENSION
u
PAGE NO.
X201 0 0 0 4
1._DU-019 WP02 RFC, Drawings, 0 9 0 5 2 0 i ;
... m _
N
(M)
N/A
N/R
N12
N28
NAD27
NAD83
NAVD88
NB
NC
NE
NEC
NEG
NEG RET
NE'LY
NGS
NIC
NIT
NK
N'LY
nm
NMC
NMS
NO
NO(S)
NOM
NON-ESS
NOR
NOTC
NS
NTS
NV
NVI
NVO
NVR
NW
NWCR
NW'LY
NWPR
NX
NX12
NXTGEN
NORTH, NEUTRAL
NEW
NOT APPLICABLE
NON-RELATED
NEGATIVE 12V DC
NEGATIVE 28V DC
NORTH AMERICAN DATUM OF 1927
(HORIZONTAL)
NORTH AMERICAN DATUM OF 1983
(HORIZONTAL)
NORTH AMERICAN VERTICAL DATUM
OF 1988
NEGATIVE BUS, NORTH BOUND
NOISE CRITERIA, NORMALLY CLOSED
NORTHEAST
NATIONAL ELECTRIC CODE
NEGATIVE
NEGATIVE RETURN
NORTHEASTERLY
NATIONAL GEODETIC SURVEY
NOT IN CONTRACT
NITROGEN GAS LINE
NECK
NORTHERLY
NANOMETER
NON-METALUC CONDUIT
NETWORK MANAGEMENT SYSTEM
NORMALLY OPEN, NUMBER
NUMBERS
NOMINAL
NON-ESSENTIAL
NORMAL
NORMALLY OPEN TIME CLOSED
NEAR SIDE
NOT TO SCALE
NON-VITAL
NON-VITAL INPUT
NON-VITAL OUTPUT
NETWORK VIDEO RECORDER
NORTHWEST
SWITCH NORMAL CORRESPONDENCE
RELAY
NORTHWESTERLY
NORMAL SWITCH REPEATER RELAY
AC VOLTAGE
12VAC
ARCHITECTURE OF BART'S NEXT
GENERATION EQUIPMENT
-
0
0/
O/L
O/C
OA
OAD
OADM
OAM P
OC
OC1
OC192
0C1-0C192
0C3
OC48
OCC
OD
OFCI
OFD
OFR
OG .
OH
OHE
OHE/T
OHT
OHTV
OL
OPNG
OPP
OPP HND
OPT
OPX
OS
OSA
OSI
o
-
OPTICAL
OVER
OVERLOAD
OVERCURRENT
OVERALL, OUTSIDE AIR
OUTSIDE AIR DAMPER
OPTICAL ADD/DROP MULTIPLEXER
OPERATIONS ALARMS MAINTENANCE
PROVISIONING
ON CENTER, OVERCROSSING,
OPTICAL CARRIER
51.84 Mb/s OPTICAL CARRIER LEVEL 1
9.92 Gb/s OPTICAL CARRIER LEVEL 192
OPTICAL CARRIER LEVEL 1 THRU
OPTICAL CARRIER LEVEL 192
Mb/s OPTICAL CARRIER LEVEL 3
Gb/s OPTICAL CARRIER LEVEL 4S
OPERATIONAL CONTROL CENTER
OUTSIDE DIAMETER
OWNER FURNISHED CONTRACTOR
INSTALLED
OVERFLOW DRAIN
ON-FREQUENCY REPEATER
ORIGINAL GROUND
OVERHEAD, OVERHEAD UNE
OVERHEAD ELECTRICAL LINE
OVERHEAD ELECTRICAL AND
TELEPHONE
OVERHEAD TELEPHONE UNE
OVERHEAD TV UNE
OVERLOAD CONTACT
OPENING
OPPOSITE
OPPOSITE HAND
OPTION, OPTIMAL
OFF-PREMISE EXTENSION
OPERATING SYSTEM
OUTSIDE AIR
OPEN SYSTEMS INTERCONNECTION
OSP
OSYT
OTDR
OTE
OTO
OTN
OV
OVC
OUTSIDE PLANT
NEWHALt YARD CONTROL TOWER
OPTICAL TIME DOMAIN REFLECTOMETER
OVER TRACK EXHAUST
OTHER TRACK MATERIAL
OPTICAL TRANSPORT NETWORK
OUTLET VELOCITY, OUTSIDE VELOCITY
OVERCROSSING
P
P LAM
P&S
P&W
P.B., PB
P/L
P/O
PA
PABX. PBX
PAE
PART
PATS
FOWER LINE, PAINT, NON-VITAL REPEATEf
PLASTIC LAMINATE
POWER AND SUPPORT
POWER AND WAY
PULLBOX OR PUSH BUTTON
PROPERTY LINE
PART OF
PUBLIC ADDRESS
PRIVATE AUTOMATIC BRANCH EXCHANGE
PEDESTRIAN ACCESS EASEMENT
PARTNERS
PROPERTY ACQUISITION TRACKING
SYSTEM
PULL BOX, PUSH BUTTON
PERSONAL COMPUTER, PRECAST,
PRECAST CONCRETE, POINT OF
CURVATURE, POINT OF CHANGE FROM
TANGENT TO CIRCULAR CURVE
PORTLAND CEMENT CONCRETE,
POINT OF COMPOUND CURVATURE
POINT OF CURVATUREM, POUND PER
CUBIC FOOT
PARKING CONTROL MACHINE, PULSE
CODE MODULATION
PORTAL COMMUNICATIONS ROOM
PRECAST TUNNEL LINING
POINT OF COMPOUND VERTICAL
CURVE
PRESSURE DROP, PUMP DISCHARAGE
PLANTER DRAIN
PROTOCOL DATA UNIT
POLYETHYLENE PIPE, PNEUMATICELECTRIC
PEDESTRIAN
PERFORATED
PERMEABLE
PERMEABLE MATERIAL
PETROLEUM UNE
PB
PC
PCC
PCF
PCM
PCR
PCTL
PCVC
PD
PDN
PDU
PE
PED
PERF
PERM
PERM MTL
PET, PETRO,
PT
PF
PG
PGA
PGL
PGT
PH
PH, 0
PI
PIDS
PIN
PiTO
PIV
PIVC
PL
PLAS
PLC
PLP
PLUM
PLY
PM
PNL
PNEU
POC
POE
POS
POT
POVC
POW
PP
PPL
PPP
PPTIM
PR
PRC
PRI
PRKG
PROF
PROi
PRS
PRV
PRVAL
PRVC
ps
PS
POINT OF FROG
PROFILE GRADE
PEAK GROUND ACCELERATION
PROFILE GRADE UNE
PRIME GROUND TERMINAL
PHASE, POTHOLE
PHASE
POINT OF INFLECTION. POINT OF
INTERSECTION
PORTAL INTRUSION DETECTION SYSTEM
PROPERTY IDENTIFICATION NUMBER
POINT OF INTERSECTION OF TURNOUT
POST INDICATOR VALVE
POINT OF INTERSECTION OF TWO
PROFILE TANGENTS
PIPE UNE. PLATE. PROPERTY UNE,
PLATFORM, PLASTIC
PLASTER
PROGRAMMABLE LOGIC CONTROLLER,
PLASTIC COATED
PLASTIC PIPE
PLUMBING
PLYWOOD
POST MILE
PANEL
PNEUMATIC
PEDESTRIAN OVERCROSSING.
POINT ON CIRCULAR CURVE
POINT OF EQUATION,
POWER OVER ETHERNET
POSITIVE OR POSITION,
POINT ON SPIRAL
POINT ON TANGENT
POINT ON VERTICAL CURVE
POINT ON VERTICAL TANGENT
POWER POLE, NON-VITAL REPEATER
PREFORMED PERMEABLE LINER
PERFORATED PLASTIC PIPE
PLC PANEL TERMINAL INTERFACE
MODULE
PAIR(S), PRESSURE
POINT OF REVERSE CURVATURE
PRIMARY
PARKING
PROPERTY. PROPOSED
PROTECTOR
PAIRS
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
POINT ON REVERSE VERTICAL CURVE
PICO SECOND
POINT OF SWITCH, POSITION SWITCH.
POWER SUPPLY. PUMP STATION,
PRE-STRESSED
PROTECTOR SHELF/L BLOCK
PUBLIC SERVICE EASEMENTPOUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH GAUGE
PUBLIC SWITCHED TELEPHONE NETWORK
PUBLIC SERVICE UTILITY EASEMENT
POINT, POINT OF TANGENT. POINT OF
CHANGE FROM CIRCULAR CURVE TO
TANGENT, POTENTIAL TRANSFORMER.
PORCELAIN TILE, PETROLEUM
PAPER TOWEL DISPENSER &
RECEPTACLE
PS/L
PSE
PSI
PSIG
PSTN
PSUE
PT
PTD/R
PTEAC
PTM
PTS
PTT
PTZ
PU
PUE
PVC
PERMIT TO ENTER AND CONSTRUCT
PLATFORM TRIP MODULE
PLATFORM TRIP STATION
PUSH TO TALK
PAN, TILT AND ZOOM
POWER UNIT
PUBLIC UTILITY EASEMENT
POLYVINYL CHLORIDE (CONDUIT) OR
(PIPE), POINT OF VERTICAL CURVE
POST VALVE INDICATOR
PAVEMENT
POWER
PVI
PVMT
PVVR
-
RADIUS, RESISTOR, RISER, RING, ROUTER
RELOCATE OR REMOVE AND SALVAGE
RACK NUMBER
RATE OF CHANGE
RUNNING RAIL
RIGHT-OF-WAY
RING 1
RETURN AIR
RESCUE ASSISTANCE AREA
RIGHT ACTIVE CHANNEL
RETURN AIR DAMPER, RADIUS
REMOTE ATO TERMINAL
RESIUENT RUBBER BASE
REINFORCED BOX CULVERT
RAILBOUND MANGANESE FROG
REINFORCED CONCRETE, REMOTE
CONTROL, RIGHT CABLE
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
ROUTE CHECK RELAY
RECEIVE
RECEIVER
ROAD, ROOF DRAIN, ROUND
RADIO DISTRIBUTION CABINET
ROADWAY
RED ASPECT LAMP
RECTIFIER, RECTANGULAR
REFERENCE
REINFORCED, REINFORCING,
REINFORCEMENT
RELOCATE
REMOTE
REQUIRED
RESISTOR
RESIUENT
RETURN
REVISION, REVERSE
RADIO FREQUENCY, RETURN FAN
RED, GREEN. BLUE VIDEO COLORS
RIGID GALVANIZED STEEL
RADIANT HEATER, RIGHT HAND. RELATIVE
HUMIDITY
RAILROAD INTRUSION DETECTION SYSTEM
RED INDICATION UGHT
TOP OF XMH
REMOTE INPUT/OUTPUT
R
REL
REM
REQ, REQD
RES
RESIL
RET
REV
RF
RGB
RGS
RH
RIDS
RIL
RIM
RIO
DESIGNED BT
S h ^ f n T c k
M. HALL
^nerzog
CHECKED B f
20120501
DME
FINAL DESIGN
READY FOR CONSTRUCTION
T, AVEDtAN
IN CHARGE
T. AVEDIAN
DATE
20120716
SMF
SMH
SND
SNF
SNR
SNT
SOE
SOL
SOM
SONET
SORS
SOV
SP
SP1, SP2
SPA
SPD
SPDT
SPEC
SPECS
SPK
SPO
SPRK
SPRR COMM
SPSC
S
SO.
S.I.C.
S1
S2
S3
So
SA
SAB
SAN
SAR
SAT
SB
SBGR
SBO
SC
SCAC
SCADA
SCD
SCS
SCH
SCHP
SCN
SCTB
SD
SDCB
SDE
SDMH
SDP
SE
SEC
SECT
SE'LY
SES
SF
SG
SH
SHG
SHH
SHC
SHL
SHR
SHT
SIG
SIM
SJW TEST
SL
SLC
SLPA
SOUTH, SLOPE
SOUTH
SUPPORT IN PLACE
SVRT MAIN LINE TRACK (SB)
SVRT MAIN LINE TRACK (NB)
SVRT POCKET OR STORAGE TRACK
SPECTRAL ACCELERATION
SUPPLY AIR, SURGE ARRESTER
STATION AGENTS BOOTH
SANITARY
SOUND ATTENUATOR
SATURATION
SOUTH BOUND
STEEL BEAM GUARDRAIL
SINGLE BREAK OUTPUT
SOUD CORE, POINT OF CHANGE
FROM SPIRAL TO CIRCULAR CURVE
SELF CONTAINED AIR CONDITIONER
SUPERVISORY CONTROL AND DATA
ACQUISITION
SEAT COVER DISPENSER, SMOKE
CONTROL DAMPER
SMOKE CONTROL SENSOR
SCHEDULE
SELF CONTAINED HEAT PUMP
SYSTEMWIDE CABLE NETWORK
SHORT CIRCUITING TERMINATION BLOCK
SOAP DISPENSER, STORM DRAIN, TUNNEL
ISOLATION DAMPER, SUBWAY DAMPER
STORM DRAIN CATCH BASIN OR
DRAINAGE INLET
STORM DRAIN EASEMENT
STORM DRAIN MANHOLE
SPLITTER DAMPER, SMOKE/FIRE DAMPER
WITH ACCESS PANEL
SOUTHEAST
SECOND, SECONDARY
SECTION, SECTIONAUZING
SOUTHEASTERLY
SECTIONAUZING STATION
SQUARE FEET, SUPPLY FAN
SUBGRADE, SUPPLY GRILLE
SHIELD, SHUNT
SHOWER GANG
SHOWER HANDICAP
SENSIBLE HEATING CAPACITY
SHOULDER
SHOWER
SHEET
SIGNAL
SIMILAR
SAN JOSE WATER CO TEST STATION
STREET LIGHT
LEFT CIRCUIT (34.5KV TPSS)
SIGNAGE/UGHTING/PUBUC ADDRESS
SPEAKERS
SPST
SPT
SPTC
SPWG
SQ
SQ.FT.
SQYD.SY
SR
SRC
SS
SSCO
SSE
SSK
SSMH, SMH
SSR
SSS
SST
ST
STA
STBY
STC
STD
STE
STIFF
STL
STOPR
STOR
STR
STRUC
STS
SUB
SUPP
SUSP
SV
SVC
SVR
SW
SWAC POR
SWBD
SWGR
SWL
SW'LY
SWR
SWS
SWT PT
SY
SYM
SYS
S k a ibka
M. HALL
DRAWN BY
20120716
Q -
R
RCB
RCP
RCR
RCV
RCVR. REC
RD
RDC
RDWY
RE
RECT
REF
REINF
TRACK RELAY
REFRIGERANT LIQUID
RATED LOAD AMPS
RELAY
ROOM
REFERENCE NORTH
RUNNING RAIL NEGATIVE RETURN SWITCH
ROUGH OPENING
RIGHT-OF-WAY
REFERENCE POINT
REVOLUTIONS PER MINUTE
REPEATER
RAILROAD
REFRIGERANT SUCTION. RIPARIAN
SETBACK
RIGID STEEL CONDUIT
ROCK SLOPE PROTECTION
RESTRICTED SPEED RELAY
RESIUENT TILE
RIGHT, ROUTE. RANDOM TWIST
ROOF TOP AIR CONDITIONING UNIT
RESISTANCE TEMPERATURE DETECTOR
ROUTE
REMOTE TERMINAL UNIT
ROOF VENTILATOR
RECLAIMED WATER, RETAINING WALL.
SWITCH REVERSE
CORRESPONDENCE RELAY
ROADWAY EASEMENT
RAIN WATER LEADER
RETAINING WALL LAYOUT UNE
REVERSE SWITCH REPEATER RELAY
RECEIVE (R)
— <; —
SEQUENTIAL DETECTION RELAY
QUEUING SPACE
QUARRY TILE
QUANTITY
R NO.
R/C
R/R
R/W
R1
RA
RAA
RAC
RAD
RAT
RB
RBC
RBM
RC
RSC
RSP
RSR
RST
RT
RTAC
RTD
RTE
RTU
RV
RW
RWCR
RWE
RWL
RWLOL
RWPR
RX, RCV (R)
QR
OS
QT
QTY
(R)
RL
RLA
RLY
RM
RN
RNS
RO
ROW
RP
RPM
RPTR
RR
RS
SLR
SLV
S'LY
SM
r T 9/30/13
OVIL
isn
Lockwood, Andrews
&Newnam,lnc.
SUBMITTED
Milpiias, California 95035
A Joint Venture
| Q n
APPROVED
TY-UN INTERNATIONAL
TA.
sine
SEALER
SHORT LEG VERTICAL
SOUTHERLY
SINGLE MODE (FIBER CABLE),
SOLID MANGANESE FROG.
SWITCH MACHINE
SINGLE MODE FIBER
SANITARY MANHOLE
SANITARY NAPKIN DISPENSER
SWING NOSE FROG. MOVABLE
POINT FROG
SANITARY NAPKIN RECEPTACLE
STATION NETWORK TERMINAL
SUPPORT OF EXCAVATION
SOLENOID
SOMASTIC COATED PIPE
SYNCHRONOUS OPTICAL NETWORK
SEQUENTIAL OCCUPANCY RELEASE
SYSTEM
SHUT-OFF VALVE
STEEL PIPE, SUMP PUMP. STATIC
PRESSURE, SPARE, SPLICE
BART SPUR TRACK
SPACES, SPACING
SANITARY PRESSURE DISCHARGE
SINGLE POLE DOUBLE THROW
SPECIFICATION
SPECIFICATIONS
SPEAKER
POINT OF ORIGIN OF COMPOUND SPIRAL
SPRINKLER
SOUTHERN PACIFIC RAILROAD
COMMUNICATION
SWITCH POWER SUPPLY CABINET,
SWITCH MACHINE POWER SUPPLY
CABINET
SINGLE POLE SINGLE THROW
SPRINT COMMUNICATIONS
SOLDIER PILE TREMIE CONCRETE
STATIC PRESSURE WATER GAUGE
SQUARE
SQUARE FOOT (FEET)
SQUARE YARD
SUPPLY REGISTER
RIGHT CIRCUIT (34.5KV TPSS)
SELECTOR SWITCH, STAINLESS STEEL,
SANITARY SEWER, SUBSTATION,
POINT OF CHANGE FROM ONE SPIRAL
TO ANOTHER
SANITARY SEWER CLEANOUT
SUBSURFACE EASEMENT, SANITARY
SEWER EASEMENT
SERVICE SINK
SANITARY SEWER MANHOLE
SOUTH STICK RELAY
SYSTEM SELECTOR SWITCH
SOAP STONE
STREET, SAINT, POINT OF CHANGE
FROM SPIRAL TO TANGENT, STONE TILE
AUGNMENT STATION, STATION, STATIONING
STANDBY
SOUND TRANSMISSION CLASS
STANDARD
SPECIAL TEST EQUIPMENT
STIFFENER
STEEL
STOP SPEED COMMAND RELAY
STORAGE
STAIR, STRANDED
STRUCTURAL, STRUCTURE
SYNCHRONOUS TRANSPORT SIGNAL
SUBSTATION
SUPPLY
SUSPENDED
TUNNEL VENTILATION FAN, SOLID W E
FROG, SHEET VINYL
SERVICE
SERVER
SIDEWALK, SOUNDWALL, SOUTHWEST.
SWITCH
SWITCH MACHINE POWER OFF
SWITCH BOARD
SWITCH GEAR
SOUNDWALL
SOUTHWESTERLY
SYSTEMWIDE RACEWAY
SWITCHING STATION
SWITCH POINT
SQUARE YARD
SYMMETRICAL
SYSTEM(S)
TEY
LINE, TRACK, STATIONS, AND SYSTEMS
CADD FILENAME
C700—S—LJ—X202.dwg
SIZE SCALE
GENERAL ABBREVIATIONS
D
NONE
C700
SHEET 3 OF 4
AREA CODE SHEET NO.
BART SILICON VALLEY BERRYESSA EXTENSION
u
PAGE NO.
X202 0005
1_DU-019 WP02 RFC, Drawings, 09052012.pelf
TL
TLC
T&B
T&P
T.O., T / 0
T/
T / C , T.C.
T/P
T/R
T/W
T1
TA
TAH
TAN
TB
TBD
TBDC
TBL
TBM
TBP
TC
TC/C
TCB
TCC
TCE
TCH
TCP
TCR
TCS
TCSA
TCT
TD
TDC
TDCR
TDD
TDDO
TDF
TDO
TDOR
TDPU
TDR
TE
TEB
TEH
TEL
TELCO
TELECOM
TELVLT
TEMP
TER
TEW
TF
TFD
TFE
TG
TH
THH
THK
THR
THRU
Tl
TiCHL
TIEE
TIH
TIM
THICKNESS
TELEPHONE. COMMUNICATION LINE,
TOP, TRANSFORMER, TREAD, TIP,
TRANSDUCER, THERMOSTAT
TOP & BOTTOM
TEMPERATURE AND PRESSURE RELIEF
VALVE
TURNOUT
TOP OF
TRAIN CONTROL
TOP OF PAVEMENT, TOP OF PIPE
TOP OF RAIL
TOP OF WALL
T1 TELEPHONE CARRIER
TRANSMISSION FORMAT AND
EQUIPMENT
TRUNK AMPLIFIER
TEMPERATURE ALARM HIGH
TANGENT
TERMINAL BOX, TERMINAL BLOCKS,
TEST BORING
TO BE DETERMINED
TO BE DETERMINED BY THE
CONTRACTOR
TROUBLE
TUNNEL BORING MACHINE
TERMINATION BLOCK POST
TIME CLOCK, TOP OF CURB, TRAIN
CONTROL, TERMINAL CABINET,
TEMPERATURE CONTROLLER
TRAIN CONTROL &
COMMUNICATIONS
TRAIN CONTROL BUILDING
TOTAL COOLING CAPACITY
TEMPORARY CONSTRUCTION EASEMENT
TRAIN CONTROL HOUSE
TEMPERATURE CONTROL PANEL,
TRANSPORT CONTROL PROTOCOL
TRAIN CONTROL ROOM
TELEMETRY CABLE SPUCE
TEMPORARY CONSTRUCTION STAGING
AREA
TRACK CIRCUrT TUNING
TRENCH DRAIN, TUNNEL DAMPER,
TIME DELAY CLOSE
TUNNEL DAMPER CLOSE RELAY
TELECOMMUNICATIONS DEVICE FOR
THE DEAF
TIME DELAY DROPOUT
TIME DELAY DE-ENERGIZING RELAY
TIME DELAY OPEN
TUNNEL DAMPER OPEN RELAY
TIME DELAY PICK UP
TIME DELAY DE-ENERGIZING RELAY
TEMPERATURE ELEMENT, THREADED
END
MOTOR BEARING TEMPERATURE
(RTD'S)
TEMPERATURE ELEMENT MOTOR
ENCLOSURE SPACE HEATER
BURIED TEL, TELEPHONE
TELEPHONE COMPANY
TELECOMMUNICATIONS
TELEPHONE VAULT
TEMPERATURE, TEMPORARY
TIMER RELAY, TERRATZO
MOTOR WINDING TEMPERATURE
(RTD'S)
TRACK FEET, TRANSFER (ATO TO
MANUAL OR MANUAL TO ATO),
FORWARD CURRENT CONDUCTION
TUNNEL VENTILATION FAN DAMPER
TETRAFLUOROETHYLENE
TOP OF GRATE (ELEVATION),
TRANSFER GRILLE
TEST HOLE (SUBSURFACE
INVESTIGATION)
TELEPHONE HAND HOLE
THICK, THICKNESS
TOTAL HEAT REJECTION
THROUGH
TEMPERATURE INDICATION
TEMPERATURE INDICATION CONTROL
(HIGH/LOW)
TEMPORARY INGRESS/EGRESS
EASEMENT
TEMPERATURE INDICATION HIGH FOR
MOTOR ENCLOSURE OR BEARINGS
TENANT IMPROVEMENT. TRAIN
INFORMATION MONITOR
TO
TMH
TO
T.O.
TOC
TOD
TOF
TOL
TOS
TOT
TOW
TP
TPD
TPSS
1R
TRACS
TRANS
TR--FO
TRK
TS
TSL
TSP
TT
TTC
TV
TVE
TVF
TVW(S)
TVS
TW
TWA
TWO
TWPR
WR
TX, XMT
TYP
TREE LIGHTING
TRIP LOGIC CIRCUIT
TERMINAL ZONE
TELEPHONE MANHOLE
TRUE NORTH
TORQUE OIL REEL
TOP OF CONCRETE
TRANSIT ORIENTED DEVELOPMENT
TOP OF FOOTING
TOLERANCE
TOP OF STRUCTURE (STEEL, SLAB)
TOTAL
TOP OF WALL
TRACTION POWER, TWISTED PAIR,
TRAP PRIMER, TEST PIT,
TRANSMISSION PRESSURE
TOILET PAPER DISPENSER
TRACTION POWER SUB STATION
TRACK RELAY, TREAD
TRUNKED RADIO AND
COMMUNICATIONS SYSTEMS
TRANSFORMER, TRANSITION,
TRANSVERSE
TRUNKED RADIO FIBER OPTIC
INTERFACE
TRACK
POINT OF CHANGE FROM TANGENT TO
SPIRAL, TRAFFIC SIGNAL, TUBE
SECTION, TUBE STEEL, TEST SWITCH
TRAFFIC SIGNAL
TOTAL STATIC PRESSURE
TRANSFER TRIP
TRANSFER TRIP CABINET
TELEVISION, TURNING VANE
TUNNEL VENTILATION EQUIPMENT
TUNNEL VENTILATION FAN
TICKET VENDING MACHINE(S)
TUNNEL VENTILATION SHAFT
TRAVELED WAY
TRANSPARENT WALL ASSEMBLY
TRAIN-TO-WAYSIDE COMMUNICATIONS
TWISTED PAIR
TOWER
TRANSMIT
TYPICAL
-
<U>
u
U/L
UA
UB
UBC
UC
UCD
UD
UDF
UE
UG
UH
UHF
UHH
UMC
UNF
UNK
UNO
UP
UPC
UPRR-OHE
UPS
UR
URH
US
UT
UTC
UTIL
UTP
UV
UWP
V
VA
VAC
VAR
VE
vc
VCD
VCN
VCP
VCT
VCTB
VD
VDA
VDC
VE
VEL
VENT
VERT
VEST
VF
VFD
VHF
VI
VIB
VIH
VM
VMS
VOL
VOX
VPI
VR
VRD
VRD01R
VS
VSC
VT
VTR
VZ
VARIABLE AIR VOLUME, VARIABLE AIR
DAMPER
VACUUM BREAKER
VERTICAL CURVE, VITRIFIED CLAY,
VIDEO CARD
VITRIFIED CLAY DUCT
VERTICAL CIRCULATION MODE
VENTILATION CONTROL PANEL,
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VINYL COVERED TACK BOARD
VOLUME DAMPER, VIBRATION
DETECTOR
VIDEO DISTRIBUTION AMPLIFIER
VOLTS DIRECT CURRENT
MOTOR VIBRATION DETECTOR,
VIBRATION ELEMENT
VELOCITY
VENTILATION
VERTICAL
VESTIBULE
VOICE FREQUENCY
VARIABLE FREQUENCY DRIVE
VERY HIGH FREQUENCY
VIBRATION INDICATOR
MOTOR VIBRATION
VIBRATION INDICATION HIGH
VOLTMETER
VARIABLE MESSAGE SIGN, VISUAL
MESSAGING SYSTEM
VOLUME
VOICE OPERATED TRANSMITTER
GENERAL RAILWAY SIGNAL'S VITAL
PROCESSOR INTERLOCKING SYSTEM
SPEED CODE APPLICATION RELAY,
VIDEO REPEATER
VITAL RELAY DRIVER, VPI VITAL RELAY
DRIVER RELAY
FIRST REPEATER OF VRD
VOLTMETER SWrTCH
-VITAL SERIAL CONTROLLER
VOLTMETER TRANSDUCER, VOLTAGE
TRANSFORMER
VENT THRU ROOF
VENT ZONE
_
U -
UPGRADE
UNBALANCED SUPERELEVATION
(IN INCHES), TURN-BACK
UP UNK
COMMON ALARM
UTILITY BOX
UNIFORM BUILDING CODE
UNDERCUT, UNDERCROSSING
UNDER CAR DELUGE
UNDERDRAIN
UNITED DEFENSE
UTILITY EASEMENT
UNDERGROUND
UNIT HEATER
ULTRA HIGH FREQUENCY
UNIT HEATER HYDRONIC
UNIFORM MECHANICAL CODE
UNFINISHED
UNKNOWN
UNLESS NOTED OTHERWISE
UPWARD, UTILITY POLE
UNIFORM PLUMBING CODE
OVERHEAD SIGNAL/COMM LINE
UNINTERRUPTIBLE POWER SUPPLY
URINAL
URINAL HANDICAP
TURN-BACK. THE ROUTE INTO THE
TM ZONE, WHEN TURN-BACK, IS
ALIGNED, UNITED STATES, COMMON
TROUBLE
ULTRASONIC TESTING
UNSHIELDED TWISTED PAIR
UTILITY
UNSHIELDED TWISTED PAIR CABLE
ULTRA VIOLET, UNDERVOLTAGE
UPPER WORKING POINT
-
VW
V -
VENT. VOLTS, DESIGN VELOCITY (MPH)
VOLT AMPERES
VOLTS ALTERNATING CURRENT,
VACUUM
VOLT-AMPERE REACTIVE, VARIES
W
w/
W/O
WAC
WAO
WB
WC
WCO
W.PR.
WDG'
WDM
WEG
WG
WGT
WGV
WH
WHA
WIDS
WL
W'LY
WM
WMH
WMS
WO
WP
WPF
WR
WRG
WRR
WSP
WSR
WSX
WT
WTG
WTM
WV
WW
WWF
ADDITIONAL H O R I Z O N T A L A N D VERTICAL Al.GINMENT MOMENCLATUR E
k1
X-OVER
X/O
XCVR
XFMR
XING
XL
XMT, XMfT
XMTR
XSR
XT
CROSSOVER (TRACK)
CROSSOVER
TRANSCEIVER
TRANSFORMER
CROSSING
INTERLOCKING ZONE
TRANSMIT
TRANSMITTER
DIRECTIONAL ROUTE LOCKING RELAY
X—TERMINAL COMPUTER
-
Y
OVERLAP, YARD
YARDS AND SHOPS
TORQUE ALARM (HIGH)
YARD CONTROL TOWER
YELLOW ASPECT LAMP
INDICATOR UGHT
TORQUE SWITCH (HIGH)
YARD TRACK
Z
ZIC
ZIO
ZSC
ZSCA
ZSO
ZONE
POSITION
POSITION
POSITION
POSITION
POSITION
WIDTH, WATER, WEST, WATT
WITH
WITHOUT
WALL MOUNTED AIR CONDITIONING
UNIT
WORK AREA OUTLET
WESTBOUND, WEST BANK, WET BULB
WATER CLOSET
WALL CLEAN OUT
WATER COLUMN
WINDING
WAVE DIVISION MULTIPLEXER
WALL EXHAUST GRILLE
WATER GAUGE, WAVEGUIDE
WEIGHT
WATER GATE VALVE
WEEP HOLE, WATER HEATER
WATER HAMMER ARRESTOR
WAYSIDE INTRUSION DETECTION
SYSTEM
WALL LOUVER, WATER LINE
WESTERLY
WATER MAIN. WATER METER
WATER MANHOLE
WIRE MESH SCREEN
WHERE OCCURS, WASTE OIL REEL
WORK POINT, WEATHER PROOF
WATERPROOF, WATERPROOFING
SWITCH CONTROL RELAY
WALL RETURN GRILLE
WALL RETURN REGISTER
WELDED STEEL PIPE, WET STANDPIPE
WALL SUPPLY REGISTER
WARM SPRINGS EXTENSION
WEIGHT
WALL TRANSFER GRILLE
WAYSIDE TRIP MODULE
WATER VALVE
WIREWAY, WING WALL
WELDED WIRE FABRIC
Lc
Lsc
Ls,
Ls2
pc
OFFSET BETWEEN CIRCLES AT POINT OF COMPOUND
CURVATURE
p.
OFFSET FROM INITIAL TANGENT TO PC OF THE
SHIFTED CIRCLE OF SPIRAUZED CURVE
p
OFFSET FROM INITIAL TANGENT TO PT OF THE
SHIFTED CIRCLE OF SPIRAUZED CURVE
-
Y
Y&S
YAH
YCT
YE
YL
YSH
YT
W -
k2
INDICATOR CLOSED
INDICATOR OPEN
SWITCH CLOSED
SWrrCH CLOSED ALARM
SWITCH OPEN
TANGENT DISTANCE OF SHIFTED PC
REFERRED TO THE TS
TANGENT DISTANCE OF SHIFTED PT
REFERRED TO THE ST
TOTAL LENGTH OF CIRCULAR CURVE FROM
PC TO PT OR SC TO CS
LENGTH OF COMPOUND SPIRAL FROM CS TO SC
LENGTH OF SPIRAL FROM TS TO SC
LENGTH OF SPIRAL FROM CS TO ST
Rc
RADIUS OF CIRCULAR CURVE
Ts,
TS 2
TS
TANGENT DISTANCE FROM TS TO PI
TANGENT DISTANCE FROM ST TO PI
POINT OF CHANGE FROM TANGENT TO SPIRAL
Xs,
Xs2
TANGENT DISTANCE AT THE SC
TANGENT DISTANCE AT THE CS
Ys,
YS 2
TANGENT OFFSET AT THE SC
TANGENT OFFSET AT THE CS
A
TOTAL CENTRAL ANGLE OF THE SPIRAUZED CURVE
Ac
CENTRAL ANGLE OF CIRCULAR CURVE ( L c ) FROM
SC TO CS
CENTRAL ANGLE OF FIRST CIRCULAR CURVE OF
COMPOUND CURVATURE
CENTRAL ANGLE OF SECOND CIRCULAR CURVE OF
COMPOUND CURVATURE
Ac,
Ac,
•0 s ,
CENTRAL ANGLE OF SPIRAL LENGTH Ls, OR SPIRAL
ANGLE OF FIRST SPIRAL IN SPIRAUZED CURVE
•©s,
CENTRAL ANGLE OF SPIRAL LENGTH L s 2 OR SPIRAL
ANGLE OF SECOND SPIRAL IN SPIRAUZED CURVE
•©s,
CENTRAL ANGLE OF COMPOUND SPIRAL OR
COMPOUND SPIRAL ANGLE FROM CS TO SC
#10
TRACK TURNOUT DESIGNATION
# 1 5 EQ
EQUALATERAL TURNOUT
DESIGNED BT
LINE, TRACK, STATIONS, AND SYSTEMS
M. HALL
DRAWN BY
CHECKED B?
20120501
FINAL DESIGN
READY FOR CONSTRUCTION
T. AVEP1AN
DATE
20120716
D
A Joint Venture
ma— 65727 '
Lockwood,
& Newnam.
IN CHARGE
T. AVED1AN
C700—S—LJ—X2Q3.dwg
SIZE SCALE
M. HALL
20120716
CADD FILENAME
CIVIL
m
SUBMITTED
SILICON VALLEY
|0|"{
APPROVED
igte-
[ TY-LIH
T-Y-LIH INTERNATIONAL
INTERNATIC
NONE
G E N E R A L ABBREVI AT I O NS
SHEET 4
C700
OF 4
AREA CODE SHEET NO.
BART SILICON VALLEY BERRYESSA EXTENSION
u
X203
PAGE NO.
0006
1_ DU-019 WP02 RFC, Drawings, 09052012.pdf
REMOVE ALL EXISTING LATERAL LINE SYSTEM AND HEADS IN THIS
PLANTER. EXCAVATE/ POTHOLE TO VERIFY LOCATION OF EXI5TING
VALVES SERVICING LATERAL LINE SYSTEM TO BE REMOVED. IF ENTIRE
LATERAL LINE SYSTEM OF VALVE IS TO BE REMOVED, REMOVE VALVE
AND CAP MAINLINE SERVICING VALVE. VALVE BOX IS TO REMAIN WITH
RCV WIRE/ COMMON. TAG END OF WIRE AS 'EXTRA' WIRE AND TAG
OPPOSITE END IN CONTROLLER THE SAME. IF A PORTION OF THE
LATERAL LINE SYSTEM IS OUTSIDE THE SCOPE OF WORK, IT IS TO BE
PROTECTED IN PUCE. CAP LATERAL LINE AS REQUIRED AND ADJUST
THE EXISTING IRRIGATION TO ENSURE PROPER COVERAGE. DOCUMENT
LOCATION OF EXISTING RCV'S ON AS-BUILT PLANS.
APPROXIMATE LOCATION-Or PROPOSED CONTROLLER. REFER
IO-LE6END"TtiR MORE INFORMATION. 120V POWER FOR
CONTROLLER TO BE PROVIDED BY ELECTRICAL ENGINEER'S
PLANS. IRRIGATION CONTRACTOR TO MAKE FINAL HOOKUPS.
COORDINATE WATERING WINDOW WITH EXISTING CONTROLLER
TO AVOID MULTIPLE VALVE OPERATION.
HOLD POP UP SPRAY HEADS 14 OFF
EDGE OF FINISH SURFACEJYRC&U—
R/W
11
15.0
3 1
14
—
4 1
11.
NOTES:
1.
FOR IRRIGATION . NOTES AND LEGEND
SEE DWG NO. L J - L 2 5 0
2.
FOR IRRIGATION DETAILS SEE DWG
NO. L J - L 2 5 1 - U - L 2 5 3
-VXO
L.25'
• •
->
r:
£
o
£
OJ
K
00
<N
POINT OF CONNECTION. VERtFY~AND _ _
DOCUMENT EXACPLOCAT10 N-- 0 F. _EX 1ST IN G
MAINLINE. VERIFY THAT"EXISTING MAINLINE
-EXISTING WNDNETANDfASSOCIATED RCVIS MINIMUM 1.25' -OIAMETER.^TIE- INTO
WIRES TO~BE~PR€TECTEP IN PLACE:
EXISTING MAINLINE AND ROUTE- NEW"~~~
DOCUMENT EXACT LOCATiOiTOirAS-eUItT,
=^PLAfclS ; __
MAINLINE AS SHOWN TO LINE SIZE
ISOLATION VALVE—ANQRCV' S AS SHOWN.
TREE BUBBLER ASSEMBLY. REFER TO
PROTECT IN PLACE 4LlTEXtST4NGJRCV
DETAIt-FOR -INSTALLATION. USE (4)
WIRES.
;UB-GRADE BUBBLERS PER~TREE IN-THIS
PLANTE
ROAD
Z o T U U
-
i —
BfiM.ll
BERRYESSA ROAD
mmm
N.T.S.
KEYMAP
PLAN
FILTERRA BOX SYSTEM - PER CIVIL ENGINEER'S DRAWINGS.
SLEEVE IRRIGATION LINE THROUGH PRE—DRILLED HOLES IN
FILTERRA BOX PER MANUFACTURER DETAIL
'A'
EXISTING IRRIGATION SYSTEM BETWEEN SOUND WALL &
BACK OF WALK TO BE PROTECTED IN PLACE. ADJUST AS
EQU1RED TO El ;yRE COVERAG IS ADEQUATE 'FOR .LL
I
XISTING AND P OpOSED PLANT MATERIAL
R/W
APPROXIMATE LOCATION OF EXISTING
MAINLINE AND WIRES TO BE PROTECTED IN
LATERAL LINE; SERVICING BUBBLERS Tp B&4NSTALLE
IN (PLANTER AREA BEHIND BACK/OF Ct^RB WHEgE
EVER,-POSSIBLE. COORDINATE INISTALLATTONOF
LATERAL/LINE WITH "CONCRETE7" PAVING. ALL'LATERAL
LINEf UfJDER PAVING TOiBE.PRESSURE TESTED.
CE. D O C U M E N T EXACT LOCATION AND
SIZE: ^ N - A S ^ B U I L T P L A N S .
= J "
—
'
J
r
;
: : ^ A /
/
/ y m s r y / n
1
/ ,
V J i L / y _ /
I
a:
o
LL
r
_•
EXISTING WATER METER TO BE PROTECT
ON
IN PLACE. VERIFY LOCATION AND SJZEKC
AS-BUILT PLANS.
-7—
JJ
PROPOSED STREET
LIGHT POLE
"
r-:
rr
EXISTING BACKFLOW PREVENTER TO B E PROTECTED IN PLAGE: DOCUMENT EXACT
LOCATION. SIZE ON* AS-BUILT PLANS.
/ /
(E) SOUND WALL
TO REMAIN
_)
-j
11
-~
::.d4
(2) ABOVE GRADE AND (2) BELOW kGRADE
BUBBLERS FOR EACH TREE. REFERjTQDETAIL FOR INSTALLATION. COORDINATE-^
INSTALLATION Of BUBBLERS" WITH I
INSTALLATION^ TREES AND ROOT L BARRIER
O
34 + 00
OJ
LlI
z
BERRYESSA ROAn
Santa C l a r a Valley T r a n s p o r t a t i o n A u t h o r i t y
NO EXCEPTION TAKEN
MAKE CORRECTIONS NOTED
o
<
X
AMEND AND RESUBMIT
A n y action shown above is subject to the terms o f
the contract and does not relieve the c o n t r a c t o r
of any of its obligations u n d e r the contract
02 f -
including design a n d detailing.
HAG*
C o n t a c t No.: • p ' f y r r w ?
PI AN _b:
kj D a t e
1
j
:LU1
20
GRAPHIC SCALE
DESIGNED BY
Skac
- J. KEENAN
DRAWN BY
Herzog
CHECKED BY
IN CHARGE
0
20120905
READY FOR CONSTRUCTION
R BARLAAN
DATE
20120905
C700-S—LJ-L200.dwg
Sbirfimich
B HANSON
• W ARATA
LINE, TRACK, STATIONS AND SYSTEMS
CADD FILENAME
1"Anil Vertna Associates,
| 1570 &osdwra Sulo £25 Dckterrf. CA SW12
I Fh=nc XtlOjJ3i5-2537, Fee (510) 525-2339
SUBMITTED
A Joint Venture
Inc.
Lodowosd, Andfev.i
m
APPROVED
T A
SILICON
VALLEY
n^tno. ' r f - Y ' U I INTERNATIONAL
BART SILICON VALLEY BERRYESSA EXTENSION
BERRYESSA ROAD
IRRIGATION PLAN
STA 2 9 + 5 0 TO END OF WORK
1 "—20'
C700
AREA CODE SHEET NO.
LJ
L200
PAGE NO,
109
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
IRRIGATION NOTFS:
1.
IRRIGATION LEGEND:
SYMBOL
MAN. / MODEL
SEE TECHNICAL SPECIFICATIONS AND GENERAL NOTES FOR
ADDITIONAL INFORMATION TO CONSIDER IN IRRIGATION SYSTEM
INSTALLATION INCLUDING INFRASTRUCTURE AND UTILITIES
PROTECTION AND REPAIR INFORMATION.
2.
©
ALL MATERIALS AND EQUIPMENT SHALL BE NEW. THE
CONTRACTOR SHALL INSTALL MATERIALS AND EQUIPMENT TO
PROVIDE THE MOST EFFICIENT AND OPTIMUM OPERATING
SYSTEM. FIELD ADJUSTMENTS MAY BE REQUIRED.
6.
THE CONTRACTOR SHALL USE COMMON TRENCHES WHEREVER
POSSIBLE. COMMON TRENCHES SHALL BE LOCATED WITHIN
IRRIGATED AREAS WHEREVER POSSIBLE. TRENCHES AND
VALVES SHALL BE LOCATED AT THE BACK OF WALKWAY OR
CURB WHEREVER POSSIBLE. TRENCHES AND VALVES SHALL
BE LOCATED 12" FROM SIDEWALKS, CURBS, OR EDGES OF
OTHER IMPROVEMENTS UNLESS NOTED OTHERWISE. LOCATE
PIPING WITHIN LANDSCAPE AREAS WHERE EVER POSSIBLE.
MINIMIZE MAINLINE RUNNING UNDER PAVEMENT.
7.
CONTRACTOR SHALL PRESSURE AND LEAK TEST IRRIGATION
UNES PRIOR TO BACKFILLING TRENCHES.
THE CONTRACTOR
SHALL MAKE ANY ADJUSTMENTS REQUIRED TO SYSTEM TO
ENSURE OPERABILITY PRIOR TO BACKFILLING TRENCHES.
8.
THE CONTRACTOR SHALL ADEQUATELY SIZE ALL SLEEVES
INDICATED ON PLAN (SLEEVE SIZE TWICE THE DIAMETER OF
THE PIPE BEING SLEEVED MINIMUM UNLESS OTHERWISE NOTED
ON PLANS). SLEEVES SHALL BE INSTALLED PRIOR TO
INSTALLATION OF SIDEWALKS AND CURBS. SLEEVING SHALL
EXTEND 12° INTO PLANTING AREA. SEAL SLEEVES AND MARK
ENDS OF SLEEVES ABOVE GRADE. IN THE EVENT SLEEVES
ARE NOT INSTALLED PRIOR TO OTHER SITE IMPROVEMENTS,
ADDITIONAL WORK TO INSTALL SLEEVES SHALL BE AT NO
ADDITIONAL COST TO OWNER.
9.
RAD.
EXISTING MAINLINE TIE IN.
VERIFY SIZE.
DOMESTIC WATER IRRIGATION
CONTROLLER 'A'
REQUIRED STATIC PRESSURE AT POC: MIN 40 PSI
VALVE A—4 13 GPM
I OSSFS*
ISOLATION VALVE
, 5
1.25" SCH 40 MAINLINE, 230"
2 7
RCV
2.3
LATERAL
I.S
SUB-TOTAL
8.0
10% FITTINGS
0.8
OPERATING PRESSURE OF HEAD
30.0
SUB-TOTAL
"3B^~
ELEVATION
00 0
DESIGN PRESSURE
38.8
TORO
570Z— 12P—PRX—COM 10Q
I 570Z—12P—PRX—COM 10T
570Z— 12P—PRX—COM 10H
12" POP SPRAY
12" POP SPRAY
12" POP SPRAY
30
30
30
.4
.52
.71
10'
10'
10'
THIS IRRIGATION SYSTEM IS DESIGNED FOR A MINIMUM
PRESSURE OF 40.0 PSI AT THE POINT OF CONNECTION
AND A MAXIMUM DEMAND OF 15 GPM. CONTRACTOR SHALL
VERIFY ADEQUATE PRESSURE AT POINT OF CONNECTION
PRIOR TO WORK. IF PRESSURE IS NOT ADEQUATE,
CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED
REPRESENTATIVE FOR DIRECTION PRIOR TO WORK. FAILURE
TO DO SO WILL RESULT IN CONTRACTOR BEING
RESPONSIBLE FOR ANY CHANGES AS A RESULT.
VALVES:
IRRIGATION REMOTE CONTROL VALVE:
RAIN BIRD PESB-PRS-D SERIES REMOTE CONTROL VALVE (OR EQUIVALENT
APPROVED BY VTA'S AUTHORIZED REPRESENTATIVE). REFER TO DETAIL FOR
INSTALLATION. REFER TO PLAN FOR SIZE. EXACT LOCATION OF VALVES SHALL BE
APPROVED BY VTA'S AUTHORIZED REPRESENTATIVE. INSTALL PRS MODULE ON
VALVES AS REQUIRED. PRESSURE SETTING ON PRS MODULE SHALL MAXIMIZE
PERFORMANCE OF DOWNSTREAM SYSTEM. INSTALL PRS MODULE IF PRESSURE AT
POINT OF CONNECTION EXCEEDS DESIGN PRESSURE BY 15PSI OR MORE.
a
^
FOLLOW ALL LOCAL CODES WHEN INSTALLING IRRIGATION
SYSTEM. FOLLOW MANUFACTURER'S SPECIFICATIONS DURING
INSTALLATION. NOTIFY OWNER'S REPRESENTATIVE OF ANY
CODE CONFLICTS WITH THE DESIGN PRIOR TO STARTING WORK.
5.
PSI GPM
1401
BELOW GRADE BUB 30 .25
RAIN BIRD
(OR EQUIVALENT APPROVED BY VTA'S AUTHORIZED REPRESENTATIVE)
INSTALL (2) ABOVE-GRADE BUBBLERS FOR EACH PLANTED TREE. REFER TO
DETAIL FOR INSTALLATION. INSTALL LINE SIZE VALCON 5000 SERIES ANTI-DRAIN
CHECK VALVES AS REQUIRED AT HEAD AND ALONG LATERAL AS REQUIRED TO
ENSURE THAT THERE IS NO LOW HEAD DRAINAGE.
CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT
POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION
SYSTEM. SHOULD STATIC WATER PRESSURE BE LESS THAN
DESIGN PRESSURE, CONTRACTOR SHALL NOTIFY OWNER'S
REPRESENTATIVE FOR INSTRUCTIONS PRIOR TO PROCEEDING
WITH INSTALLATION. THE SYSTEM DESIGN IS BASED ON
MINIMUM 15 GPM BEING AVAILABLE AT POINT OF CONNECTION.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THESE
REPORTED READINGS PRIOR TO CONSTRUCTION AND SHALL
CEASE CONSTRUCTION ACTIVITY AT ONCE IF AVAILABLE WATER
PRESSURE IS NOT SUFFICIENT. SEE HYDRAULIC CALCULATION.
IF WATER PRESSURE DISCREPANCIES ARE NOT REPORTED TO
THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO START
OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY NECESSARY CHANGES REQUIRED TO
MAKE THE SYSTEM FULLY FUNCTIONAL AT NO ADDITIONAL
COST TO OWNER.
4.
DESCRIPTION
RAIN BIRD
1401
ABOVE GRADE BUB
30 .25
(OR EQUIVALENT APPROVED BY VTA'S AUTHORIZED REPRESENTATIVE)
INSTALL (2) BELOW-GRADE BUBBLERS FOR EACH PLANTED TREE. REFER TO
DETAIL FOR INSTALLATION. INSTALL LINE SIZE VALCON 5000 SERIES ANTI-DRAIN
CHECK VALVES AS REQUIRED AT HEAD AND ALONG LATERAL AS REQUIRED TO
ENSURE THAT THERE IS NO LOW HEAD DRAINAGE.
IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN
DIAGRAMMATICALLY TO CONVEY INSTALLATION INTENT WITH
GRAPHIC CLARITY. THE CONTRACTOR SHALL NOT INSTALL THE
IRRIGATION SYSTEM AS DIAGRAMMATICALLY SHOWN IF
OBSTRUCTIONS, INFRASTRUCTURE, GRADE CHANGES, OR OTHER
BARRIERS EXIST IN THE FIELD THAT MIGHT NOT HAVE BEEN
FORESEEN, CONSIDERED, OR IN EXISTENCE DURING IRRIGATION
DESIGN. NOTIFY OWNER'S REPRESENTATIVE IF THE
INSTALLATION OF THE SYSTEM IS NOT FEASIBLE AS
DIAGRAMMATICALLY SHOWN PRIOR TO PROCEEDING. IF
CONFLICTS ARE NOT REPORTED TO THE OWNER'S
REPRESENTATIVE, THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY NECESSARY CHANGES REQUIRED TO
MAKE THE SYSTEM FULLY FUNCTIONAL AT NO ADDITIONAL
COST TO THE OWNER.
3.
HYDRAULIC CALCULATIONS
NOZZLE
f l
—1
VALVE CHART
RAINBIRD 44LRC 1" QUICK COUPLER (OR EQUIVALENT APPROVED BY VTA'S
AUTHORIZED REPRESENTATIVE) WITH YELLOW RUBBER COVER. REFER TO DETAIL
FOR INSTALLATION. PROVIDE RAINBIRD 44K QUICK COUPLER KEYS. REFER TO
SPECIFICATIONS FOR NUMBER OF KEYS REQUIRED TO BE DELIVERED.
VALVE NO. V A L V E S I Z E H E A D S A A L V E G P M A A L V E
1"
20
15
.71
2
1"
19
14
.71
44
11
.25
4
1"
19
13
.71
5
1"
28
7
.25
3
ISOLATION BALL VALVES 2 " AND SMALLER-NIBCO T - 1 1 3 GATE VALVE (OR
EQUIVALENT APPROVED BY VTA'S AUTHORIZED REPRESENTATIVE), THREADED, LINE
SIZE. REFER TO PLAN/ DETAIL FOR INSTALLATION.
GPM/HEAD
1
OPEN
OPEN
OPEN
OPEN
OPEN
CALSENSE MANUFACTURED 6 STATION AUTOMATIC CONTROLLER IN STAINLESS STEEL
TOP LOAD ENCLOSURE. MODEL OF CONTROLLER SHALL BE DETERMINED AT A
LATER DATE. INSTALL PER DETAIL. FINAL LOCATION SHALL BE APPROVED BY
OWNER'S AUTHORIZED REPRESENTATIVE. POWER FOR CONTROLLER SHALL BE
PROVIDED PER ELECTRICAL ENGINEER'S DRAWINGS. IRRIGATION CONTRACTOR SHALL
MAKE FINAL HOOKUPS. CONTROLLER ASSEMBLY INSTALLATION SHALL BE CERTIFIED
BY AUTHORIZED CALSENSE REPRESENTATIVE.
IRRIGATION PIPF
'LASCO' OR APPROVED EQUAL WHITE PVC LATERAL LINE. LATERAL LINE 1.5" AND
SMALLER SHALL BE SCHEDULE 40 PVC, 2" AND LARGER SHALL BE CLASS 315.
SIZE AS NOTED ON PLANS. ALL PIPING SHALL BE INSTALLED BELOW GRADE.
REFER TO IRRIGATION NOTES. ALL PIPE SHALL BE INSPECTED PER SPECIFICATIONS.
REFER TO PLAN FOR SIZE. REFER TO DETAIL FOR INSTALLATION. ALL LATERAL
LINE UNDER PAVING SHALL BE PRESSURE TESTED. MINIMUM LATERAL LINE SIZE
SHALL BE 1".
•—
'LASCO' OR APPROVED EQUAL WHITE PVC MAIN LINE. MAIN LINE 1.5" IN SIZE AND
SMALLER SHALL BE SCHEDULE 40 PVC, 2" AND LARGER SHALL BE CLASS 315.
REFER TO PLAN FOR SIZE. INSTALL MAINLINE PER DETAILS AND SPECIFICATIONS.
ALL PIPE SHALL BE INSTALLED AND INSPECTED PER DETAILS AND SPECIFICATIONS.
ALL MAIN LINE PIPING UNDER CONCRETE SIDEWALKS, DRIVEWAYS AND ROADWAYS
SHALL BE SLEEVED WHERE EVER POSSIBLE AS SHOWN ON PLANS.
APPROVED PVC SCHEDULE 40 PVC SLEEVING (2x SIZE OF PIPE INSIDE TO BE
SLEEVED). BURY MINIMUM 1 8 7 2 4 " / 3 6 " BELOW FINISH GRADE/SUB-GRADE.
EXTEND 12" BEYOND EDGE OF PAVING. REFER TO DETAIL FOR INSTALLATION.
ALL PIPE SHALL BE INSTALLED, INSPECTED AND BACKFILLED PER SPECIFICATIONS.
-VALVE NO.
Santa Clara Valley Transportation A u t h o r i t y
-VALVE SIZE
-GPM SIZE
THE CONTRACTOR SHALL LOCATE VALVES IN
SHRUB/GROUNDCOVER/HERBACEOUS AREAS WHEREVER
POSSIBLE. SET PRESSURE REGULATING MODULES, (IF
SPECIFIED) ON REMOTE CONTROL VALVES TO PROVIDE
MAXIMUM PERFORMANCE TO DOWNSTREAM SYSTEM.
NO EXCEPTION T A K E N
M A K E CORRECTIONS NOTED
A M E N D AND RESUBMIT
A n y action shown above is subject to the terms of
the contract and does not relieve the contractor
10. THE CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE
ONE OPERATING KEY, TWO SETS OF LOCKING COVER KEYS,
AND ONE HOSE SWIVEL FOR QUICK COUPLING VALVES.
of any of its obligations under the contract
including design and detailing.
Contc^ct No.:
PKTVf)oZ-P
/
>
|
B y : O v V f D a t e :
DESIGNED BY
Skanska
Shiifimick
J KEENAN
DRAWN BY
B HANSON
f-Flerzog
CHECKED BY
W ARATA
IN CHARGE
0
20120905
REV
DATE
READY FOR CONSTRUCTION
BY
SU3
AFP
DESCRIPTION
R BARL4AN
20120905
3-50
Anil Verma Associates, Inc.
1570 &KtJ>rys SuSe 525 Oakland. CA S«12
i10)j9J5-2S37 FfflC (510) 535-2339
SUBMITTED
TA.
| Q p )
silic
TEY
INTERNATipNAL
LINE, TRACK, STATIONS AND SYSTEMS
CADD FILENAME
C700—S—LJ—L250.DWG
SIZE
BERRYESSA ROAD
IRRIGATION NOTES &
SCALE
D
NTS
LEGEND
C700
AREA CODE SHEET NO.
APPROVED
BART SILICON VALLEY BERRYESSA EXTENSION
LJ
L250
PAGE NO.
110
1_DU-019 WP02 RFC, Drawings, 09Q52012.pdf
CHRISTY CONCRETE VALVE BOX WITH N 9 - T CONCRETE
LID IN N O N - T U R F AREAS, OR APPROVED E Q U A L T O P
O F LID S H A L L B E N O N - S K I D S URF A C E PERMANENTLY
MARKED " R C V " WFTH A STATION N U M B E R . H O L D - D O W N
BOLTS S H A L L B E N 9 9 H D B . NOTE: ADD VALVE TAG
• WITH # TO CO RRESPOND WITH STATION IN
CONTROLLER.
Santa C l a r a V a l l e y T r a n s p o r t a t i o n A u t h o r i t y
NO EXCEPTION T A K E N
A L L CONTROL WIRES
L O O P E D U P A MINIMUM O F
3 FEET INTO EACH BOX
M A K E CORRECTIONS NOTED
Y
AMEND AND RESUBMIT
A n y action s h o w n above is subject to the terms o f
F L U S H WITH FINISH GRADE O F —
S URF A C E MATERIAL. F L U S H WITH
SOIL IN T U R F AREA
the c o n t r a c t and does not relieve the c o n t r a c t o r
o f any o f its obligations u n d e r the c o n t r a c t
i n c l u d i n g design a n d detailing.
Contn
TYPE A,
1/2"
ate:
/-HNISH S
__ . .
F EXISTING AC PAVING
1 . 5* 1
MIN. AC
COARSE AC,
BASE TYPE A ,
98%
MIN:
MAX:
3/4-'
MINIMUM C<
V
""
301
U
IF CLASS
EXISTING
GRADE
EXISTING
-GRADE
EXISTING
GRADE
3 AGG.
COMPACT 9 5 %
BASE IS USED,
RELATIVE COMPACTION
_i
<S*i
P z2"
k
CONTROLLED DENSITY FILL.
o =3
CLEAN A N D TACK SIDES
O F EXCAVATION AND
BETWEEN COURSES WITH
SPRAY APPLICATION OF
S S - 1 H BINDER BEFORE
PLACING A.C. BASE.
SCH 8 0
7'COMPACTED
TOPSOIL
MIN.
3"
CLEAR
SCH . 8 0
PVC
NOTE;
A
• SAND:
RR GAT ON
CONTROL
WIRES
SAND-.:
MAIN
DETAIL
CONTROL
WIRES
SCALE: no scale
-0
SECTION
IRRIGATION CONTROL
WIRES ONLY
LJ—L251
SECTIOFT'
PVC MAIN,
1 1/4"
MIN. SIZE-
iCH. 8 0
IRRIGATION
LINE
1 8 " FOR LATERALS
2 4 " FOR MAINLINES
AND ELECTRICAL
CONDUIT
7
MIN.
ELECTRICAL CONDUIT
TO FLOW SENSOR
AND MASTER VALVE
SECTION
IRRIGATION LINE AND ELECTRICAL
CONDUIT JOINT TRENCH
J'-6"
S C H . 8 0 PVC
CLOSE END
SECTION
PEA GRAVEL. 6 "
DEEP
SECTION
FINISH GRADE. S E T I " BELOW T O P O F B O X I N
S H R U B AREAS. P U L L BOXES INSTALLED IN
PAVING S H A L L B E CONCRETE WITH STEEL LID.
ADD B O X EXTENSIONS A S NEEDED.
(D
©
PVC
©
DETAIL
LJ-L25 1
SCALE: no scale
DETAILS
QUICK
DESIGNED BY
J KEENAN
DRAY/N BY
B HANSON
CHECKED BY
W ARATA
IN CHARGE
CONSTRUCTION
R BARLAAN
20120905
LJ-L25 1
PVC c o N D u r r
MINIMUM
®
( T )
SEAL ENDS OF SWEEP E L L S TO
PREVENT WATER, DIRT AND INSECT
INTRUSION.
2 4
"
C 0 ! L
O F RCV WIRES
RISER, S I Z E A S REQ.
1 . 5 C U B I C FEET O F 3 / 4 "
PVC SWEEP E L L
'Anil
IS70
Verrna
o
AGUA POTABLE
RIEGO SOLAMENTE
NO TOMAR
FRONT
BACK
NOTES:
1.
POTABLE WATER IRRIGATION SYSTEM ID TAG SHALL BE MANUFACTURED
BY CHRISTY'S, MODEL I D - M A X - Y 2 - P W 0 1 7 , YELLOW COLOR BACKGROUND WITH
B U C K LETTERING, OR AN APPROVED EQUAL. ( 8 0 0 ) 2 5 3 - 4 5 8 3
WWW.TCHRISTY.COM
2.
INSTALL ON GATE VALVES, QUICK COUPLER VALVES, AND REMOTE
CONTROL VALVES AS PER TYPICAL IRRIGATION DETAILS.
SIZE A S REQ.
SCALE: no scale
DETAIL
jHerzog
I
2I")
GRAVEL.
DETAIL
LJ-L200
COUPLING VALVE
SUBMITTED
TO
P O T A B L E WATER
USED FOR
IRRIGATION
DO NOT DRINK
PUI I
LJ-L251
LJ-L200
i LJ-L200
SCALE: no scale
LJ-L251
LINE, TRACK, STATIONS AND SYSTEMS
CADD FILENAME
C700-S-LJ-L251.DWG
SIZE | SCALE
A Joint Venture
jr-Y-IJN IKTERNATIpNAL
Associates,
Surte £25 Oatand. CA 9+512
^55-2537, F^c (510) J35-Z339
DETAIL
IDENTIFICATION TAG FOR POTABLE
WATER IRRIGATION SYSTEMS
ROX
Ska
ShitTimicH
•'-33
SIZES
NOTE:
1, S E A L P I P E OPENING WITH SILICON SEALANT TO
PREVENT INTRUSION O F DIRT. WATER AND INSECTS.
PVC ELL-
PROFILE
/ 3 X -L J,- L 2 0 0
GATF V A I V F
(FOR
LEGEND
CARSON GREEN PLASTIC VALVE BOX OR
EQUIVALENT, INSTALL S I Z E AS REQ. HEAT BRAND
LID ' P B '
SCH. 8 0
» LLJ—
J-L200
LJ-L25 1
O
MD
0
WATER IDENTIFICATION
TAG FOR IRRIGATION SYSTEMS
WITH IMMEDIATE CONNECTION TO 3
WATER METER ONLY.
SCH. 8 0
RISER
DETAII
PVC N I P P L E
1
QUICK COUPLING VALVE RAINBIRD
4 4 L R C . FOR IRRIGATION SYSTEMS
WITH AN IMMEDIATE CONNECTION TO
METER O N L Y .
PLAN
FLUSH WITH FINISH GRADE
OF SURFACE MATERIAL-
INTERVALS.
AREAS.
WITH ROCKY TERRAIN,
SAND BED.
-f
SCALE: no scale
PVC E L L
EDGE O F PAVEMENT,
BACK OF C U R B ,
FENCE OR MOWBAND
CHRISTY CONCRETE F 2 2 BOX WITH F 8 D
CONCRETE LID. OR APPROVED EQUAL.
INSTALL EXTENSIONS AS REQUIRED. TOP
OF U D S H A L L B E N O N - S K I D SURFACE
PERMANENTLY MARKED " Q C V "
DETAIL
LJ-L200
(& \
..
TO THE SPECIFICATIONS
FOR PIPE CONNECTIONS.
2 . STREET E L L S S H A L L NOT B E
ACCEPTABLE
90*
FOR
'C UNION
STANDARD BRICK, TYP.
M
•O ho o
READY
CONNECTORS
PVC FEMALE COUPLING
PVC F E M A L E /
COUPLING
S C H . 8 0 PVC N I P P L E •
LENGTH AS REQUIRED
PVC TEE ( S S T )
SCH. 8 0
4 . UNDER PAVED AREAS INSTALL A L L IRRIGATION U N E S AND CONTROL
WIRES IN SLEEVING PER SPECIFICATIONS.
IRRIGATION T R E N C H
SNAP—TITE
LJ-L251
t
SAND .
y~\
DETAIL
S C H . 4 0 PVC N I P P L E
C L O S E END
S C H . 4 0 PVC NIPPLE,
LENGTH AS REQUIRED
FLOW
1 ri 5
SCH. 8 0
COMPACT
TOPSOIL
SAND
COMPACTED
TO 9 5 %
CLEAR
90* S C H .
80 PVCELL
V
RED PLASTIC WARNING T A P E
' LABELED 'ELECTRICAL' ALONG
ENTIRE LENGTH OF T RENCH
ABOVE ELECTRICAL CONDUIT
FINISH GRADE-
SCALE: no scale
2 1 / 2 " OR SMALLER: NIBCO
T — 1 1 3 — I R R - B H W WITH B R O N Z E
HANDWHEEL OR APPROVED EQUAL
UNION
CONTROL WIRES
TYPICAL REMOTE CONTROL VALVE
SCH. 80 PVC NIPPLE
NOTES:
1. T A P E AND B U N D L E WIRING AT TEN FOOT
2 . COMPACT T O P S O I L TO 8 5 % IN PLANTING
3 . S A N D BEDDING REQUIRED IN TRENCHES
(TYPICAL ALL SITUATIONS) U \ Y P I P E O N 2 "
W/
7
P I P E CONNECTIONS.
SCALE: no scale
TRENCH RESTORATION DETAIL FOR INSTALLING
IRRIGATION LINES & SLEEVES UNDER A.C.
STREET PAVING
MAIN &
CONDUCTORS
PLAN VIEW
ALL LINES
#14
DETAIL
LJ-L200
WIN
CLR
SECTION
LATERAL LINE
- A L L PLASTIC
PIPING TO B E
SNAKED IN
TRENCHES
N
IDENTIFICATION TAG
FOR IRRIGATION SYSTEMS
WITH IMMEDIATE CONNECTION
TO WATER METER ONLY.
TYP
-
FINISH GRADE
'W/xMs
INE S I Z E GATE VALVE
LOCATOR
WIRE
SAND
6*—MtH
7
# 1 2 AWG COPPER LOCATOR
WIRE, SEE SPECS
PEA GRAVEL 4 " DEEP
ENTIRE AREA OF BOX
PVC MAINLINE
S C H . 4 0 PVC C O U P L I N G ,
TYP. BOTH SIDES
- C O N T R O L WIRES TO
CONTROLLER: B U N D L E WIRES AT
1 0 ' INTERVALS, INSTALL IN
SLEEVES UNDER PAVING
REFER TO THE SPECIFICATIONS FOR
I LATERAL-
PVC LATERAL
I
"® V
WIRE MESH
-
SLEEVE FOR REMOTE CONTROL WIRES
2'
COMPACTED
TOPSOIL
—SCH. 4 0
< \ X
TYP
IRRIGATION LINE-
OMPAC
OPSOL
N
PVC TEE
*- O
SAND, WET TO COMPACT
LOCATOR WIRE MARKER,
SEE SPECS
SCH 8 0 PVC NIPPLE (TYP.)
^ — P PVC
V C FEMALE REDUCER
# 1 2 G N D . WIRE WITH
SNAP—T1TE CONNECTORS
S C H 8 0 PVC ELL( T Y P . ) (STREET E L L
NOT ACCEPTABLE)
S C H . 8 0 PVC NIPPLE-
S A N D / O I L S E A L EDGES, TYP.
QQ
9"
PVC UNION ( T Y P . )
RESTORE CROWN
(WHERE A P P U C A B L E )
MAXIMUM, MEDIUM
9 8 % MINIM UN'
1
F L U 5 H WITH FINISH GRADE O F
SURFACE MATERIAL
SCH 8 0
A.C. WEARING
SURFACE CAP
iot>zr
t No.:
CHRISTY F 8 C U R B VALVE BOX WITH A F 8 D
REINFORCED CONCRETE COVER IN N O N - T U R F AREAS
ONLY, OR A P P R O V E D EQUAL. INSTALL EXTENSIONS A S
REQUIRED. T O P OF LID SHALL B E N O N - S K I D SURF AC E
PERMANENTLY MARKED "GV".
r A
S I L I C O N VALLEY
B E R R Y E S S A ROAD
BART SILICON VALLEY BERRYESSA EXTENSION
NTS
CONTRACT N O .
IRRIGATION DETAILS
SHEET
APPROVED
D
1 OF 3
C700
AREA CODE SHEET NO.
LJ
L251
PAGE HO.
111
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
SCH. 80 PVC
TEE (SST)
SCH. 4-0 PVC LATERAL
A
PVC LATERAL UNE
SCH. 80 PVC NIPPLE
•SCH. SO PVC
90* ELL (TT)
SCH. 80 PVC
90" ELL (TT)
12 MIN.
=F
SCH. 80 PVC NIPPLE
PERFORATED
PIPE
PVC SCH. 40
TEE
:.:i;
-
6
MIN
SCH. 80 PVC NIPPLE-
o
BUBBLER
HEAD
POP-UP SPRAY OR
BUBBLER HEAD
(SIDE INLET NOT
ACCEPTABLE).
EDGE OF PAVEMENT, BACK OF CURB,FENCE OR WALL. BUBBLER SHALL BE
INSTALLED W m i N PLANT BASIN.
PLAN
SECTION
SET HEAD FLUSH
TO FINISH GRADE.
LEGEND
FINISH GRADE
©
LEGEND
( 6 ) S U B - G R A D E RAINBIRD RWS BUBBLER.
OR EQUIVALENT, EQUALLY SPACED AROUND
ROOT BALL.
LATERAL
( 2 ) ROOTBALL
( 3 ) HOLD BUBBLER 1 2 "
CLR OF ROOTBALL
3 / 4 "x 6" MIN. FLEX NIPPLE
BY KBI PART NO. F R - 7 5 0 - 6
(TURF AREAS ONLY) 2" MIN.
SCH. 80 PVC NIPPLE
(PLANTING AREAS)
( 5 ) PLANT PIT. REFER TO
TREE PLANTING
( 7 ) TEMPORARY BERM FOR IRRIGATION
( 8 ) 4 " THICK GRAVEL ALL AROUND. REFER
©
SCH. 40 PVC LATERAL
REFER
OF
®
TO
D E T A I L FOR
SUB-GRADE
TEMPORARY
INSTALLATION
BERM
FOR
IRRIGATION
R E F E R TO
PLANTING
SCH. 80 PVC NIPPLE
PIPE SIZE - MATCH
BASE OF HEAD
DE T AI L
DETAIL
SCALE: n o
LJ-L252
P O P - I J P PLASTIC ROPY HEAD DETAIL
FOR SPRAY AND BUBRLER HEADS
scale
SUB-GRADE
LJ-L252
FILL DRAIN PIPE WITH
DRAIN ROCK TO BOTTOM
OF COVER.
MAX. DIA.
DETAIL
LJ-L200
SCALE: na
scale
SUB-GRADE
LJ-L252
BUBBLER
DETAIL
LJ-L200
SCALE: no
-4—
1 LJ-L200
LJ-L252
scale
B U B B I FR IN DEEP WATERING P I P F
FOR TYPF 1 TREE PI ANTINGS ONI Y
LAYOUT
LEGEND
©
INSULATED ELECTRICAL CONNECTOR
INCLUDE WITH SPUCE KfT. MATCH
CONNECTOR SIZE TO THE SIZE AND
NUMBER OF WIRES.
STEP
NOM.
1 1 / 2 " WIDE SLOT OPENING
WITH TWO LAYERS OF MIRAFI
DRAINAGE CLOTH WRAP OVER
OPENING
BUBBLER
STRIP. CLEAN & DRYWIRES
APPROXIMATELY 5 / 8 " FROM END AND
TWIST TOGETHER CLOCKWISE.
-CONTROL WIRES
k
NOTE:
1. INSTALL BUBBLERS AT LOCATIONS SHOWN ON PLAN.
Z 1 V L ,J - L 2 0 0
scale
18
4 DIA. x 12 LENGTH
OF PERF. STYRENE
DRAIN PIPE
PROFILE
DETAIL
RATE COVER
SAND
1. ALL ELEMENTS OF SWING JOINTS SHALL BE AS SHOWN AND
OF THE SAME DIAMETER AS THE BASE OF HEAD BEING USED.
2. REFER TO SPECIFICATIONS FOR PIPE CONNECTIONS.
3. STREET ELLS SHALL NOT BE ACCEPTABLE.
SCALE: no
r
•VAX
BUBBLER
REFER TO PLAN FOR LATERAL LINE LAYOUT.
ALL TREES 4 8 " BOX SIZE AND SMALLER SHALL HAVE ( 4 ) BUBBLERS INSTALLED.
REFER TO LEGEND FOR ABOVE GRADE / SUB GRADE BUBBLER ARRANGEMENTS.
2 " (PLANTING AREA) NOTES:
TREE
TO S U B - G R A D E BUBBLER ASSSEMBLY DETAIL
PIT.
S U B - G R A D E BUBBLER.
EQUALLY SPACED AROUND
ROOT BALL.
( 3 ) HOLD BUBBLER 1 2 "
CLR O F ROOTBALL
( ? ) PVC TEE
DETAIL
©
( 2 ) ROOTBALL
PLANT
./?
COMPACTED TOPSOIL
( J ) LATERAL
REFER TO DETAIL FOR INSTALLATION
OF S U B - G R A D E BUBBLER
( ? ) PVC TEE
SCH. 8 0 PVC 90" ELL (TYP.) -
BUBRLER
PLAN
r®
/ r®
PLASTIC VALVE BOX W / BOLT DOWN COVER.
USE STAINLESS STEEL BOLT, NUT. WASHER.
HEAT BRAND COVER 'GR'
FINISH GRADE. HOLD TOP OF BOX 1" ABOVE
FINISH GRADE IN TURF, 1.5" IN SHRUB AREAS.
A.2
isa ESS!]
STEP
TWIST ELECTRICAL CONNECTOR
OVER ENDS OF EXPOSED WIRES
UNTIL FINGER TIGHT.
(3)
HOLD TOP OF ROD, 4 " CLEAR OF BOTTOM OF
BOX LID.
INSTALL DRI-SPUCE WIRE CONNECTOR
AND SEALANT. OR APPROVEO EQUAL
(4)
'CADWELD' OR APPROVED EQUIVALENT
CONNECTION TO GROUND ROD.
w
STEP 3
INSERT SPUCED WIRES AND
SEALANT INTO CONNECTOR.
PROFILES
NOTES:
1.
2.
3.
4.
PROVIDE 24" EXPANSION LOOP OF CONTROL WIRE FOR FUTURE EXPANSION.
BUNDLE .Se TAPE WIRES PER IRRIGATION TRENCHING DETAILS.
ALL CONNECTIONS TO HAVE SPUCE KfT.
ALL SPLICES HAVE TO BE MADE IN VALVE BOX.
(5)
j?6 MINIMUM BARE COPPER WIRE TO
CONTROLLER.
( D
ft"
(7)
^
8" LONG COPPER ROD. SET ROD AS
CLOSE TO CONTROLLER AS POSSIBLE.
ROCK, MINIMUM 1 CUBIC FOOT.
Santa Clara Valley Transportation A u t h o r i t y
CONTRACTOR SHALL USE A SEPARATE 'CADWELD* CONNECTION FOR EACH
WIRE ON GROUND ROD WHEN MORE THAN 1 WIRE IS BEING USED.
INSTALL ON WIRE PER CONTROLLER. INSTALL GROUND WIER IN
DEDICATED PVC CONDUIT EXITING CONTROLLER HOUSING. WHERE ENTIRE
LENGTH OF 8* GROUND ROD CANNOT BE DRIVEN INTO SOIL, 2 ' - 3 * MAY
BE CUT OFF AND DRIVEN INTO THE GROUND SPEARATELY. DRIVE THIS
SECTION INTO THE GROUND 2' FROM FIRST SECTION AND CADWELD A
# 6 COPPER WIRE CONNECTING THE TWO SECTIONS.
NO EXCEPTION TAKEN
M A K E CORRECTION'S NOTED
AMEND AND RESUBMIT
A n y a c t i o n s h o w n a b o v e is s u b j e c t t o t h e t e r m s o f
t h e c o n t r a c t a n d does n o t relieve t h e c o n t r a c t o r
o f a n y o f its o b l i g a t i o n s u n d e r t h e c o n t r a c t
including design and detailing.
DETAIL
SCALE: no
scale
WIRE SPLICING
LJ-L252
DETAIL
LJ-L200
SCALE: n o
DETAIL
scale
GROUND
ROD
DESIGNED BY
J
Skanska
ShirhmicR
^Flerzog
KEENAN
DRAWN BY
B
HANSON
CHECKED BY
W ARATA
W CHARGE
0
REV
20120905
READY FOR CONSTRUCTION
R BARLAAN
DATE
2 0 1 2 0 9 0 5
ymm
Contract No.:
LJ-L200
LJ-L252
\ Anil
Verma
Associates,
1 1970 Brra&fflfa Suta 525 Oaklond. CA S4S12
1 Phons/CSlO) ^5,-2537, Ffjc (510) fJS-2339
SUBMITTED
A Joint Venture
TA.
Inc.
i s r
« £ a g " " l
APPROVED
T . Y . U N INTERNATIPNAL
SILICO
T
EY
LINE, TRACK, STATIONS AND SYSTEMS
BERRYESSA
IRRIGATION
SHEET
a'J<T SILICON VALLEY BERRYES?A EXTENSION
2
ROAD
CADD FILENAME
C700—S—LJ—L252.DWG
SIZE
D
SCALE
0700
DETAILS
OF
3
NTS
CONTRACT NO,
AREA CODE SHEET NO.
LJ
L252
PAGE NO.
112
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
CONTROLLER
NOTES
CALSENSE
1. CONTROLLER SHALL BE INSTALLED AT LOCATION AS SHOWN ON THE IRRIGATION PLAN WITHIN THE PUBLIC RIGHT-OF-WAY. REFER TO THE
ELECTRICAL ENGINEERING PLANS FOR THE POINT OF CONNECTION TO THE POWER SOURCE AND ROUTING OF CONDUITS.
2. ALL CABLES AND CONDUCTORS MUST BE INSTALLED IN CONDUIT AND SEALED PER NOTE 7. EXTEND CONDUITS ALONG WITH APPROPRIATE
CABLES/CONDUCTORS TO LOCATIONS SHOWN ON PLANS. REMOTE CONTROL WIRES ARE DIRECT BURIAL. WITH THE EXCEPTION OF UNDER PAVED
AREAS WHERE THEY ARE INSTALLED IN SLEEVES AS SHOWN IN REMOTE CONTROL VALVE DETAIL.
3.
SEE SITE PLAN FOR ORIENTATION AND ROUTING OF CONDUITS.
4. IRRIGATION CONTROLLER, ENCLOSURE AND ASSOCIATED EQUIPMENT SHALL BE MANUFACTURED, AND ASSEMBLED BY CAL5ENSE. CONTACT
CALSENSE LOCAL REPRESENTATIVE JIM JORDAN AT (925) 5 7 7 - 0 5 3 4 . SUPPLIED BY JOHN DEERE LANDSCAPES AT (408) 2 9 5 - 3 3 7 6 OR EWING
IRRIGATION AT ( 4 0 8 ) 4 3 6 - 8 8 4 8 .
5. ALL CONDUCTORS AND WIRING SHALL BE NEATLY ARRANGED AND ORDERED SO THAT CLEAR ACCESS TO ALL EQUIPMENT IS MAINTAINED.
6. PROVIDE ENGRAVED SCREW-ON PHENOLIC NAMEPLATE ON DEVICE BOX INDICATING LOCATION AND NAME OF ORIGINATING
ELECTRICAL PANEL
AND BRANCH CIRCUIT IDENTIFICATION NUMBER.
7. CONTRACTOR SHALL SEAL OFF ENDS OF CONDUIT AFTER INSTALLING CONDUCTORS/WIRES WffH DUCT SEAL, AND CAP ENDS OF ALL SPARE
CONDUITS. EXTEND SPARE CONDUITS 2 4 " BEYOND FOUNDATION AND CAP WITH BRASS CAP.
8. ALL CABLES AND CONDUCTORS MUST BE INSTALLED IN CONDUIT AND SEALED PER NOTE 7. EXTEND CONDUITS ALONG WITH APPROPRIATE
CABLES/CONDUCTORS TO LOCATIONS SHOWN ON PLANS. REMOTE CONTROL WIRES ARE DIRECT BURIAL. WITH THE EXCEPTION OF UNDER PAVED
AREAS WHERE THEY ARE INSTALLED IN SLEEVES.
9. PROVIDE (2) MINIMUM SPARE REMOTE CONTROL VALVE WIRES FROM CONTROLLER TO VALVE #5. PROVIDE SPARE WIRES IN A QUANTITY TO
ALLOW FOR THE FUTURE IMPLEMENTATION OF FULL STATION CAPACITY. CAP SPARE WIRES WITH WIRE NUTS WRAPPED WITH VINYL ELECTRICAL
TAPE. LABEL "SPARE". SEE IRRIGATION SPECIFICATIONS. COIL MINIMUM 24" OF WIRES INSIDE VALVE BOX.
10. CONTROLLER ASSEMBLY TO BE COVERED BY CALSENSE'S 10 YEAR WARRANTY.
11. RADIO REMOTE TRANSMITTER REQUIRED FOR ANY PROJECT OVER 1,000 FT. IN LENGTH.
12. CONTRACTOR TO FURNISH. INSTALL. AND TEST COMPLETE CALSENSE IRRIGATION CONTROLLER ASSEMBLY CONSISTING OF CONTROLLER(S),
ENCLOSURE, TERMINAL INTERFACE BOARDS, 120 VOLT GF1 OUTLET, ON/OFF SWITCH, CABUNG, TRANSFORMERS. SURGE ARRESTERS. AND ALL OTHER
ITEMS SPECIFIED. CONTRACTOR TO PROVIDE CONCRETE FOOTING. FINAL CONTROLLER MODEL TO BE DETERMINED AT A LATER DATE.
13. UPON COMPLETION OF INSTALLATION. CONTACT CALSENSE REPRESENTATIVE AT 9 2 5 - 5 7 7 - 0 5 3 4 TO PERFORM A SITE VISIT TO VERIFY THE
SYSTEM HAS BEEN INSTALLED PER MANUFACTURER'S INSTRUCTIONS. THE SYSTEM WILL NOT BE ACCEPTED UNTIL THE REPRESENTATIVE HAS
INDICATED THAT THE SYSTEM HAS BEEN INSTALLED CORRECTLY AND IS OPERATING SATISFACTORILY. CONTRACTOR TO PROVIDE PROGRAMMING OF
CONTROLLER, WITH TRAINING (AT NO CHARGE) FROM CALSENSE.
14. CONTRACTOR SHALL PROVIDE TWO KEYS FOR THE CONTROLLER ENCLOSURE. AND SECURE THE ENCLOSURE WITH THE LOCK DURING
CONSTRUCTION AND MAINTENANCE. LOCK SHALL BE KEYED TO THE CITY NUMBER ASSIGNED BY DEPARTMENT OF TRANSPORTATION. IMMEDIATELY
PRIOR TO PROJECT ACCEPTANCE. THE CONTRACTOR SHALL TURN TH KEYS OVER TO THE ENGINEER.
IRRIGATION
CONTROLLER
ET2000e
- 14" -
3EQ'D FOR
PROJECT
PART
MAJOR C O M P O N E N T DESCRIPTION
J ° L ,
NUMBER
YES | NO
CONTROLLER AND OPTIONS
ENHANCED ET AND MOISTURE DRIVEN IRRIGATION CONTROLLER
CONTROLLER STATION QTY.:8
12
1 6 24 32
40 OR 48 (CIRCLE ONE)
X
• LOCKING
MECHANISM
- ET2000E IRRIGATION
CONTROLLER PANEL MOUNTED
FLUSH ON FACE OF
ENCLOSURE AT 2 5 ' ANGLE
TBD
PHONE COMMUNICATION CAPABILITY
R
LOCAL RADIO CAPABILITY (VERIFY SIGNAL WITH CALSENSE)
LR
X
ENHANCED INTEGRATED RADIO REMOTE RECEIVER BOARD
RRe
X
STAINLESS STEEL PEDESTAL ENCLOSURE WITH FLIP-TOP AND
PREASSEMBLED ASSOCIATED COMPONENTS INCLUDING DOME ANTENNA FOR
LOCAL RADIO AND REMOTE UNIT OPERATION
SSE—R
DOME ANTENNA WITH 4 - F T CABLE FOR LOCAL RADIO AND CALSENSE
ENHANCED MODEL RRe INTEGRATED RECEIVER BOARD
LR-DOME-RRa
X
LOCAL RADIO YAGI HIGH GAIN ANTENNA WrTH NO CABLE, TO BE MOUNTED 16' ABOVE
GRADE. A D J A C E N T T O CONTROLLER
LR-YAGI
X
ANTENNA CABLE, CUSTOM LENGTH INCLUDES END CONNECTORS (COST PER FOOT)
FLOW SENSOR
1" BRASS TEE MOUNTED FLOW SENSOR. 3 - 5 0 GPM.
FM-1B
X
1 - 1 / 4 " BRASS TEE MOUNTED FLOW SENSOR, 5 - 8 1 GPM.
FM-1.25B
X
1 - 1 / 2 " BRASS TEE MOUNTED FLOW SENSOR, 7 - 1 0 5 GPM.
FM—1.5B
X
2 " BRASS TEE MOUNTED FLOW SENSOR, 1 1 - 1 6 6 GPM.
FM-2B
&
POWER ON/OFF SWITCH AND GFI RECEPTACLE IN 4 " SQ. BOX
WfTH 1 / 2 " RAISED COVER
LMR-400-DB
X
• STAINLESS STEEL
PRE—DRILLED
REMOVABLE BACKBOARD
i " RAISED COVER PREASSEMBLED
CALSENSE IRRIGATION CONTROLLER
CABINET MODEL SSE STAINLESS
STEEL ENCLOSURE (MODEL S S E - R ^
WITH DOME ANTENNA) WITH FLIP
TOP IN OPEN POSITION
[?
RADIO REMOTE UNIT
3 / 4 " UQUIDTIGHT INSULATED
Santa Clara Valley Transportation Authority
X
NO EXCEPTION TAKEN
M A K E CORRECTIONS NOTED
V
A M E N D AND RESUBMIT
the contract and does not relieve the contractor
X
of any of its obligations under the contract
including design and detailing.
Contrai
2
VL
1.
2.
CRITERIA
FOR
STANDARD
IRRIGATION
RRe—TRAN
CALSENSE IRRIGATION CONTROLLER MAJOR
COMPONENT LIST FOR TYPE 2 PROJECTS
# 6 PRECAST CONCRETE PULL
BOX SEE SITE PLAN FOR
LOCATION
o
STANDARD DOME ANTENNA
V \
1 2 0 VAC JUNCTION BOX
PROVIDED BY CALSENSE
# 6 AWG BARE COPPER
BONDING JUMPER TO GROUND
LUG BOLTED TO E N C L O S U R E -
COUPLING ADAPTOR
0
AGGREGATE BASE
PCC
APPROXIMATELY
PVC
POLYVINYL CHLORIDE
G
GROUND
SCH.
SCHEDULE
MIN.
MINIMUM
TYP.
TYPICAL
MAX.
MAXIMUM
VAC
VOLTS AC
PORTLAND CEMENT CONCRETE
c
LOUVERED VENTS
4"
PISTON CONNECTED
TO FLIP TOP
DEEP
PULL
5 / 8 " 0 X 1 0 ' COPPER CLAD
GROUND ROD
2—0
5—0
FINISH
GRADE
-
-CONCRETE FOOTING WITH
BEVELED EDGES , TYP.
(LIGHT BROOM FINISH)
SEE NOTE 9
R
J
M I N . F I N I SH GRADE
A • A
&
1 - 2 "
APP.
6 " TYP.
r
BOX
CONCRETE COLLAR
(OR AS NOTED ON PLANS)
VA
^
ROOFING PAPER
(TYP.)
PCC HOUSEKEEPING PAD—,
'
SET ANCHOR BOLTS
- I N WET CONCRETE
USING TEMPLATE
(TYP. OF 4 )
TYP.
CONDUIT BELL
END (TYP.)
CLASS III A.B
1
SEAL INTERIOR OF
CABINET WITH DUCT SEAL
O
firr
UL LISTED GROUND CLAMP
PRECAST CONCRETE
APP.
3 / 4 " SEALTITE FLEXIBLE
CONDUIT WITH 2 # 1 0 THW
1 # 8 G GRD (INSTALLED IN
BACK OF BACKBOARD)
SEAL ENDS WITH DUCT SEAL AFTER WIRE INSTALLATION, TYP
ABBREVIATIONS
A.B.
-CALSENSE TP—1
TRANSIENT
PROTECTION BOARD
o
NOT TO SCALE
SYSTEM
ONE CONTROLLER ( 4 8 STATIONS MAXIMUM)
IRRIGATION MAINLINE SHALL NOT TO BE TRENCHED UNDER MAJOR INTERSECTIONS.
i l h ©
"3/8
BRASS HOLD DOWN BOLT,
NUT, Sc WASHERS RECESSED
IN
COVER: 2 PER BOX
KEY—1
SET OF 10 KEYS FOR ET2000e CONTROLLER ENCLOSURE. KEYED TO
CITY OF SAN JOSE STANDARD
=W
CONNECTOR. TYP-
R J - 1 1 PHONE JACK
MISCELLANEOUS
Any action shown above is subject to the terms of
DESIGN
RADIO REMOTE TRANSMITTER FOR CALSENSE ENHANCED INTEGRATED RADIO
REMOTE RECEIVER BOARD. REQUIRED FOR ANY PROJECT OVER 1.000 FT.
IN LENGTH
TYP
• PCC FOOTING
1-0
TYP.
- 3 / 4 " SCHEDULE 4 0 PVC CONDUIT,
1 8 " MIN. BURIAL DEPTH. REPLACE
WITH L I " SCHEDULE 4 0 PVC
CONDUIT IF YAGI ANTENNA
REQUIRED ON PROJECT.
SL0PE=2%
I H
MIN.
TYP.
S>-V^7
IRRIGATION CONTROLLER
PREASSEMBLED CALSENSE PEDESTAL
^—
PLAN
a—^
T Q *
DRAIN HOLE 1"MIN.-2"MAX.
3 # 4 REBARS
EQUALLY SPACED
PCC CONCRETE PAD
DRAIN ROCK, 1 M I N . - 2
MAX. AGGREGATE. PROVIDE
5.3 CU. FT. OF DRAIN ROCK
CONCRETE PULLBOX LABELED "IRRIGATION"
2 - 0
SINGLE CONTROLLER
CONCRETE PAD LAYOUT
3
NOT TO SCALE
4 " SCH. 4 0 PVC CONDUIT.
1 - 6 " MIN. BURIAL DEPTH
2 - 0
IRRIGATION CONTROLLER SIDE SECTION
NOT TO SCALE
PVC SLEEVE
—'
FOR GROUND ROD
GROUT BOTTOM OF BOX
1" MIN. AND 2 " MAX.
Q7M7Q
(4) # 1 4 -AWG
V
IN 1 " SCH. 4 0
\
PVC CONDUIT
( 1 8 " MIN. BURIAL
DEPTH) TO FLOW
SENSOR AND
MASTER VALVE.
SEE NOTE 18.
( 2 ) 2 SCH. 40 PVC CONDUIT FOR LOW
VOLTAGE CONTROL
WIRES. EXTEND 3 "
INSIDE THE ENCLORURE
5EAL AROUND CONDUIT
WITH GROUT (TYP.)
DIRECT BURIAL CONTROL WIRES TO REMOTE
CONTROL VALVES. TIE WRAP AT 1 0 '
INTERVALS. SEE NOTE 2 . SEAL END O F
CONDUIT WITH DUCT SEAL. TYPICAL
SCH.
COUPUNG
3/4"
SCALE: no scale
IRRIGATION
G TO POWER SUPPLY ( 1 2 0
VAC) 2 4 " MIN. BURIAL DEPTH, REFER
LJ-L253
LJ-L200
TO ELECTRICAL ENGINEERING PLANS.
IRRIGATION CONTROLLER FRONT SECTION
CONTROLLER
NOT TO SCALE
DESIGNED BY
S k a p s k f l j F
J KEENAN
DRAWN BY
B HANSON
Shimmick
Herzog
CHECKED BY
LINE, TRACK, STATIONS AND SYSTEMS
Anil
IN CHARGE
READY FOR CONSTRUCTION
R BARLAAN
20120905
Verma
Associates,
'iLijSaii RICIK: ,^0)kl5-25J7 Fee (510) 535-2239
k Lcckiwod. Art&ewc,
_
I g.rwnW,mo.
T-Y-UN INTERNATIONAL
SILICON VALLEY
\
B E R R Y E S S A ROAD
IRRIGATION
SHEET 3
BART SILICON VALLEY BERRYESSA EXTENSION
SUBMITTED
CADD FILENAME
C700—S-LJ—L253.DWG
SIZE
A Joint Venture
W ARATA
ZO120905
(TYP.)
SCH. 4 0 PVC CONDUIT WITH 2 # 1 0 -
THW, 1 # 8
DETAIL
— C A B L E TO TELEPHONE
CONNECTION REFER
TO ELECTRICAL
ENGINEERING PIANS.
NOT REQUIRED
ON CONTROLLERS
SPECIFIED WITH
LOCAL RADIO
J
CAPABILITY
4-0 P V C
SCALE
D
NTS
C700
DETAILS
OF 3
AREA CODE SHEET NO.
LJ
L253
PAGE NO.
113
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
R/W
en
Q
NOTES:
PLATANUS X ACERIFOLIA
'COLUMBIA'
24" BOX
ROOT BARRIER. CONDITION
b J - L 3 5 r ( T 0 BE USED ON ALL TREES
WITHIN 5' ADJACENT TO
HARDSCAPE)
• MUHLENBERGIA CAPILLARIS
1 GAL
- BACCHARIS PILULARIS
'TWIN PEAKS'
/
1 GAL
/
Santa Clara Valley Transportation A u t h o r i t y
NO EXCEPTION TAKEN
1.
FOR PLANTING NOTES AND LEGEND
SEE DWG NO. U - L 3 5 0
2.
FOR PLANTING DETAILS SEE DWG
NO. L J - L 3 5 1
M A K E CORRECTIONS NOTED
PINUS HALEPENSIS
2 4 " BOX
*
A M E N D AND RESUBMIT
\ n y action shown above is subject to the terms of
3 DEEP WOOD MULCH
SEE SPECIFICATIONS
the contract and does not relieve the contractor
of any of its obligations under the contract
including design and detailing.
rnnttactNo.:
o
1
By:^Oz^^Z~^Date:
=
o
—
CD
00
W
CM
APPROXIMATELY (12)
EXISTING_(E)_IREES TO BE
pR^MOVED-JN THIS AREA
isnssSBI
LLI
ROW
_*
o
<
I
P
o •
Wr i
< ui
BERRYESSA ROAD
N.T.S.
KEYMAP
RHAPHIOLEPIS INDICA (MATCH EXISTING)
5 GAL. (REPLACE EXISTING SHRUBS
IMPACTED BY CONSTRUCTION).
INSTALL 3 " DEEP WOOD MULCH.
SEE SPECIFICATIONS
PLAN
R/W
L
V
r
EXISTIN
RUBS
PROTECT . IN PLACE
PLAC
LAGERSTROEMIA INDICA
24" BOX
(E) TREE TO - y
BE REMOVED / _
i k
/
v /
/ , r A / ~ 7 /
v
<
(E) SOUND WALL
(E) REMAIN
TREE TO
TO
BE REMOVED
u
™L^rJ
/_Y
npmv •
m
L
(E) TREE TO
BE REMOVED
i - \i. B P f y
o
LAGERSTROEMIA INDICA ®
FILTERRA BOX - 15 GAL.
REFER TO CIVIL DRAWINGS
FOR FILTERRA VAULT
—
—«DOV
J
20 MIN. CLR. FROM UGHT
CL TO TREE CL (TYP.)
LAGERSTROEMIA INDICA
2 4 " BOX - TYP. @ TREE WELLS.
ROVIDE 3 MIN. DEPTH C0MPACTED=-^55E==^:
V
J
G IN 4' X 6' TREE WELL (TYP.).
(TYP
ROVIDE ROOT BARRIER PER n;i'ELL PLANTING DETAIL
o
«r
CD
'M
XL
o
(E) TREE '
PROTECT IN PLACE
2
PROPOSED STREET
'LIGHT POLE
'
i
r
\ J K)
-•
Lu
BERR ESSA ROAD
o
OI
<
PLAN
B
i0
20'
/J
GRAPHIC SCALE
1
rt
o
0
E
REV
READY FOR CO NST RUCT I ON
20120905
DATE
BY
5U3
APP
DESCRIPTION
DESIGNED BY
J
KEENAN
DRAWN BY
B HANSON
CHECKED BY
W ARATA
IN CHARGE
R BARLAAN
20120905
CADO FILENAME
LINE, TRACK, STATIONS AND SYSTEMS
imrtiTc
erzog
C700-S—LJ-L300.dwg
SIZE
C
m
SVFA.
SILICON VALLEY
k ° r S S £ f " ' [ T . Y . U N INTERNATIONAL
APPROVED
BART SILICON VALLEY BERRYESSA EXTENSION
BERRYESSA ROAD
PLANTING PLAN
STA 2 9 + 5 0 TO END OF WORK
SCALE
D
•tv
CONTRACT NO.
C700
AREA CODE SHEET NO.
LJ
L300
PAGE NO
114
1_DU-019 WP02 RFC, Drawings, 09Q52012.pdf
PLANTING LEGEND
SYMBOL
BOTANICAL NAME
e
A.A.N.S = AMERICAN STANDARD FOR NURSERY STOCK
COMMON NAME
SIZE
SIZE @ 5 YR. GROWTH
(HT. VS. SPREAD)
SIZE @ MATURITY
(HT. VS. SPREAD)
SPECIFICATIONS
18' X 15'
6 0 ' X 40'
STANDARDS, WELL-BRANCHED STRAIGHT SINGLE LEADER.
6 ' - 8 ' HT., 24"—36" SPRD. 1" - 1
CALIPER.
SPECIMENS MATCHED IN SIZE, SHAPE AND HEIGHT.
NOTES:
NOTES
1.
COORDINATE INSTALLATION OF ALL FACILITY
UTILITIES TO INSURE THAT NO UTILITIES ARE
LOCATED IN OR CLOSE TO TREE PLANTING AREAS.
2.
COMPLY WITH CITY OF SAN JOSE PLANTING AND
IRRIGATION DETAILS AND REQUIREMENTS IN AREAS
WITHIN THE CITY RIGHT OF WAY.
3.
VERIFY EXACT LOCATIONS AND DEPTHS OF
EXISTING UTILITIES PRIOR TO WORK.
4.
FINAL LOCATION OF ALL PLANTS TO BE APPROVED
BY THE DISTRICT REPRESENTATIVE PRIOR TO
INSTALLATION. NOTIFY THE DISTRICT
REPRESENTATIVE FOR DIRECTION IF PLANT
LOCATIONS REQUIRE ADJUSTMENT DUE TO, BUT
NOT NECESSARILY LIMITED TO THE FOLLOWING,
UNDERGROUND OR ABOVE GROUND UTILITIES,
STRUCTURES, SIGHT DISTANCES AND COMPLIANCE
WITH UTILITY AND/OR CITY REQUIREMENTS FOR
SETBACKS AND RESTRICTIONS. NOTIFICATION TO
OCCUR PRIOR TO IRRIGATION AND/OR PLANT
INSTALLATION. DISTRICT REPRESENTATIVE'S
APPROVAL IS REQUIRED FOR ALL ADJUSTMENTS
PRIOR TO INSTALLATION. CONTRACTOR IS TO
INCLUDE ALL COSTS ASSOCIATED WITH
ADJUSTMENTS IN IRRIGATION AND/OR PLANT
LOCATIONS IN THE CONTRACT PRICES PAID FOR
THE VARIOUS ITEMS OF WORK AND NO ADDITIONAL
COMPENSATION WILL BE ALLOWED THEREFOR.
14. COORDINATE THE REMOVAL OF EXISTING PLANTS,
IRRIGATION AND OTHER OBSTRUCTIONS IN AREAS
WHERE NEW PLANTING IS TO BE INSTALLED AS
SHOWN ON THESE CONTRACT DOCUMENTS AND
WHERE NEW IRRIGATION IS TO BE DESIGNED AND
INSTALLED BY THE CONTRACTOR. TOPSOIL
SUITABLE FOR SUSTAINING VIGOROUS AND
HEALTHY PLANT GROWTH IS TO BE INSTALLED IN
ALL PLANTING AREAS. TEST SOILS IN PLANTING
AREAS IN ACCORDANCE WITH THE SPECIFICATIONS
AND ADD RECOMMENDED CHEMICALS. FERTILIZERS
AND AMENDMENTS AS REQUIRED BY THE SOIL
TESTS.
5.
LOCATE THE LIGHTS AND SIGNS BETWEEN THE
TREES SHOWN ON PLANTING PLANS. SWEEP ALL
UTILITY CONDUITS AROUND TREE LOCATIONS.
TREES:
+
A
)
PINUS HALEPENSIS
ALEPPO PINE
2 4 " BOX
PLATANUS X ACERIFOUA
'COLUMBIA'
LONDON PLANE TREE
LAGERSTROEMIA INDICA
CRAPE MYRTYLE
2 4 " BOX
2 0 ' X 18'
50' X 50'
STANDARDS. WELL-BRANCHED STRAIGHT SINGLE LEADER.
6 ' - 8* HT., 24"—36" SPRD. 1" - 1
CALIPER.
SPECIMENS MATCHED IN SIZE, SHAPE AND HEIGHT.
2 4 " BOX
10' X 15'
20' X 25'
STANDARDS. WELL-BRANCHED STRAIGHT SINGLE LEADER.
6 ' - 8 ' HT., 24"—36" SPRD. 1" - 1
CALIPER.
SPECIMENS MATCHED IN SIZE, SHAPE AND HEIGHT.
15 GAL @ FILTERRA BOX
EXISTING TREE
C0
EXISTING TREE
EXISTING TREE
PROTECT IN PLACE, UNLESS OTHERWISE NOTED
EXISTING TREE
REMOVE
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
ALL QUANTITIES AND FURNISHING AND INSTALLING
ALL PLANTS AND MATERIALS SHOWN ON THE
PLANS AND AS REQUIRED BY THESE CONTRACT
DOCUMENTS. IF REQUIRED ALL PLANTS, INCLUDING
TREES ARE TO BE CONTRACT GROWN. NO
SUBSTITUTIONS DUE TO UNAVAILABILITY WILL BE
ALLOWED.
SHRUBS:
©
BACCHARIS PILULARIS
'TWIN PEAKS'
DWARF COYOTE BRUSH
1 GAL
A.A.N.S FULL PLANT AT 3 6 " O.C AS SHOWN ON
PLANS. KEEP PLANTS 3* FROM EDGE OF CURBS
AND PAVEMENTS.
©
MUHLENBERGIA CAPILLARIS
PINK MUHLY
1 GAL
A.A.N.S FULL PLANT AT 3 6 " O.C AS SHOWN ON
PLANS. KEEP PLANTS 3' FROM EDGE OF CURBS
AND PAVEMENTS.
@
RHAPHIOLEPIS INDICA
INDIAN HAWTHORN
5 GAL
A.A.N.S FULL PLANT AT 3 6 " O.C AS SHOWN ON
PLANS. KEEP PLANTS 3' FROM EDGE OF CURBS
AND PAVEMENTS. REPLACE EXISTING SHRUBS
IMPACTED BY CONSTRUCTION.
MATCH EXISTING.
THE CONTRACTOR IS RESPONSIBLE FOR FINISH
GRADING ALL LANDSCAPED AREAS INCLUDING
TOPSOIL AND MULCHED DIRT AREAS. ALL
LANDSCAPED AND DECOMPOSED GRANITE AREAS
ARE TO HAVE POSITIVE DRAINAGE. NO LOW SPOTS
OR BIRDBATHS WILL BE ALLOWED.
PLANTS ARE TO CONFORM TO THE STATE OF
CALIFORNIA GRADING CODE OF NURSERY STOCK.
N0.1 GRADE, AND SHALL BE IN PRIME CONDITION
WHEN INSTALLED AND ACCEPTED. SEE PLANTING
SPECIFICATIONS FOR ADDITIONAL INFORMATION
REGARDING QUALITY. TRANSPORTATION. PLANTING.
ETC.
MISCELLANEOUS
ROOT CONTROL BARRIER, SEE
CONTINUED:
U-L351
SOIL AMENDMENT FOR ALL PLANTING AREAS SHALL
BE ORGANIC YARD WASTE COMPOST APPROVED BY
THE DISTRICT REPRESENTATIVE AND IN
ACCORDANCE WITH THE SPECIFICATIONS.
10. INSPECTION OF ALL PLANTS WILL BE DONE BY
THE DISTRICT REPRESENTATIVE AT THE PROJECT
SITES.
11. APPLY PRE-EMERGENT HERBICIDE TO ALL TREE,
SHRUB AND GROUNDCOVER PLANTING BED AREAS
INCLUDING TREE / SHRUB BASINS AND MULCHED
DIRT AREAS. CHEMICALS USED ARE TO BE IN A
WRITTEN CHEMICAL WEED CONTROL PROGRAM
PREPARED BY A LICENSED PEST CONTROL
ADVISOR AND APPROVED BY THE DISTRICT
REPRESENTATIVE AND CITY MAINTENANCE
DEPARTMENT.
Santa C l a r a V a l l e y T r a n s p o r t a t i o n A u t h o r i t y
NO EXCEPTION T A K E N
12. SET AXIS OF TREE STAKES PARALLEL TO LONG
AXIS OF TREE GRATE.
M A K E CORRECTIONS NOTED
13. EXISTING IRRIGATION SYSTEMS ADJACENT TO THE
PROJECT LIMITS THAT ARE IMPACTED BY THE
PROJECT SHALL BE MODIFIED TO OPERATE
PROPERLY. MAKE REQUIRED ADJUSTMENTS TO
EXISTING SYSTEMS SO THAT FULL AND UNIFORM
IRRIGATION COVERAGE IS PROVIDED TO REMAINING
EXISTING PLANTS ADJACENT TO AND AFFECTED BY
THIS CONSTRUCTION. NOTIFY DISTRICT
REPRESENTATIVE FOR DIRECTION REGARDING ANY
ISSUES PRIOR TO WORK.
X
AMEND AND RESUBMIT
A n y action shown above is subject to the terms o f
the c o n t r a c t and does not relieve the c o n t r a c t o r
o f any of its obligations u n d e r the c o n t r a c t
i n c l u d i n g design and detailing.
Co
ct No.:
Date: (_i
DESIGNED BY
LINE, TRACK, STATIONS AND SYSTEMS
J KEENAN
SbtfnmiCK
DRAWN BY
B HANSON
CHECKED BY
W ARATA
, Herzog
%
Viz
Anil
IN CHARGE
READY FOR CONSTRUCTION
2 0 1 2 0 9 0 5
Associates,
1S70 5-wJ.stt, Sita 525
Hions XslO) J355-2337.
R BARLAAN
DATE
Verma
SUBMITTED
Oakland. C"
CADD FILENAME
C700-S—U-L350.DWG
SIZE
A Joint Venture
inc.
F
WATlpN
JA»
SILICON VALLEY
BERRYESSA
ROAD
PLANTING NOTES &
SCALE
D
NTS
C700
LEGEND
A R E A C O D E SHEET NO.
APPROVED
3ARV SILICON VALLEY 3ERRVESSA EXTENSION
LJ
L350
PACE 1(0.
i 15
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
3 " TYP.-FROM
ROOTBAU.".' -"T
SURFACE TREATMENT AS
SPECIFIED ON PLANS
\r. MiNt
.(W-
Ik"
SURFACE TREATMENTAS SPECIFIED ON
PLANS
FACE OF CURB
SURFACE TREATMENT
AS SPECIFIED ON
PLANS
•.TRUf^K
BUBBLER
REFER TO IRRIGATION DETAILS
SDEWALK
2 4 " DEEP ROOT BARRIER
TREE TIES WITH 1 2 " GALV. SCREW AT
EACH CONNECTION
SURFACE TREATMENT AS
SPECIFIED ON PLANS
1.
ROOTBALL TO BE THROUGHLY WATERED IMMEDIATELY AFTER PLANTING, AND
KEPT MOIST BUT NOT OVER-WATERED DURING CONSTRUCTION AND MAINTENANCE PERIODS.
DETAIL
Z D
SCALE: no scale
HEIGHT:
CONTAINER,
BOX,
BOX
LJ-L351
VINE. GROUND
LJ-L300
COVER AND
2 4 DEEP ROOT BARRIER, EXTENDS
6' ON EITHER SIDE OF TREE ALONG
CURB OR EDGE OF PAVING.
24" DEEP ROOT BARRIER
AT EDGE OF SIDEWALK
I 1 / 3 " TYP. FROM
ROOTBALL
- ROOT BALL PLACED ON SCARIFIED
NATIVE SOIL. SEE SPECS.
FULL PARK STRIP /
TREE WELL WIDTH
SECTION
SHRUB
PLANTING WITH
MULCH
EDGE OF WALK, CONCRETE
CURB/BAND, FENCE. ETC
APPROVED IMPORT TOPSOIL,
FERTILIZER AND AMENDMENTS PER
SOILS REPORT RECOMMENDATIONS
ROOT BALL PLACED ON
SCARIFIED NATIVE SOIL, SEE
SPECS.
OFFSET
DIMENSION TO BE EQUAL
TO PLANT SPACING OR AS
NOTED IN PLANT LEGEND
EQ
SECTION
SECTION FOR MEDIANS AND B A C K - U P S
ROOTBALL PLACED ON
EXISTING SUBGRADE
WEED BARRIER FABRIC FOR TYPE 1
PROJECTS ONLY. SEE SPECS.
z CONTAINER
AMENDED BACKFILL IN BACK-UP AREAS.
FOR MEDIANS INSTALL TOPSOIL PER
MEDIAN ISLAND CROSS-SECTIONS
_ 3 " TYP. FROlU
ROOTBALL |
3 x CONTAINER WIDTH
TREE PLANTING
1" FOR 15 GAL
l " - 2 " FOR 2 4 "
2 " - 3 " FOR 3 6 "
VARIES
2'—(FINISH
SCARIFY SIDES
2 x CONTAINER WIDTH
SECTION
TREE TIES PLACED 6 " MAX.
BELOW MAIN FORK OR BRANCH
INSTALLED WITH A TWIST AND
SCREWED TO STAKE
2 ) 2" DIA UNTREATED LODGE POLE PINE STAKES-15
GAL OR SMALLER ( 2 ) 3 " DIA UNTREATED LODGE
POLE PINE STAKES—24" BOX OR LARGER
DETAIL
WEED BARRIER FABRIC FOR
TYPE 1 PROJECTS ONLY.
SEE SPECS.
CONTAINER
APPROVED TOPSOIL WITH
FERTILIZER <3c AMMENDMENTS
PER SOIL'S REPORT
RECOMMENDATIONS
PLAN: TREE WELL
Hr'
VARIES
2 - 0 " MIN.
HALFWAY TO
FORK - MAX.
FINISH GRADE
NOTES:
1. INSTALL ROOT BARRIER PER SPECIFICATIONS. TO BE USED ON ALL TREES WITHIN 5"
ADJACENT TO HARDSCAPE INSTALL 1 / 2 " MAXIMUM ABOVE FINISH GRADE AND COVER
WITH SPECIFIED WOOD OR GRAVEL MULCH IN MEDIAN ISLANDS OR DECOMPOSED
GRANITE IN PARKSTRIPS.
HEIGHTS:
CONTAINER,
BOX,
BOX
3 " WOOD MULCH. SEE SPECS.
LOOSEN SUBGRADETO A DEPTH OF 10"
AND TAMP DOWN
EDGE OF SIDEWALK
TREE TIES PLACED 6 " MAX
BELOW MAIN FORK OR BRANCH
INSTALLED WITH A TWIST AND
SCREWED TO STAKE
2 " DIA UNTREATED LODGE POLE PINE
STAKES-15 GAL. OR SMALLER
(2) 3 " DIA UNTREATED LODGE POLE PINE
STAKES—24" BOX OR LARGER
4" HIGH SOIL
BERM PER SPECS.
(NO BERM IN MEDIANS
AND PARKING STRIPS)
ROOTBALL
SURFACE TREATMENT AS
SPECIFIED ON PLANS
BUBBLER.
REFER TO IRRIGATION DETAILS
TREE
TRUNK
BUBBLER.
REFER TO IRRIGATION DETAILS
PLAN: PARKSTRIP
TREE PLANTING
1" FOR 15 GAL
1 " - 2 " FOR 2 4 "
2 " - 3 " FOR 3 6 "
4—PLY 1"x 2 ' - 0 " TREE
TIES INSTALLED W / A
TWIST & SCREWED TO
THE STAKES
PINE STAKE
U " GALV. SCREW (1 EACH END)
ROOTBALL
V
PLAN
1
.sr.
2 " MIN
(TYP.)
1J" GALV. SCREW (1 EACH END)
TREE
TRUNK • "
1. TREE STAKES Se TIES TO BE INSTALLED PERPENDICULAR TO DIRECTION OF
PREVALING WIND.
2. INSTALL ROOT BARRIER PER SPECIFICATIONS. INSTALL
MAXIMUM ABOVE
FINISH GRADE AND COVER WITH SPECIFIED WOOD OR GRAVEL MULCH IN
MEDIAN ISLANDS OR DECOMPOSED GRANITE IN PARKSTRIPS.
FACE OF CURB
PINE STAKE. SEE NOTE BELOW
0.-5
NOTES:
r
TYP.
FROM
ROOTBALil-
4—PLY 1"x 2 ' - 0 " TREE
TIES INSTALLED W / A TWIST
Sc SCREWED TO THE STAKES
6 L
ui!
(TYP;).;
ROOTBALL
SURFACE TREATMENT AS
SPECIFIED ON PLANS
2 4 " DEEP ROOT BARRIER,
EXTENDS 6' ON EITHER SIDE
OF TREE ALONG CURB OR
EDGE OF PAVING.
rvp
FROM •
ROOTBALL
l i " GALV. SCREW ( 1 EACH END)
DETAIL
r
4—PLY 1"X 2 ' - O" RUBBER
TIES INSTALLED W / A TWIST
& SCREWED TO THE STAKES
:©•
PINE STAKE. SEE NOTE BELOW
'—TR
TREE TIES w r m
1 - 2 " GALV. SCREW
AT EACH CONNECTION
2 4 " DEEP ROOT BARRIER.
EXTENDS 6' ON EITHER SIDE
OF TREE ALONG CURB OR
EDGE OF PAVING.
SECTION FOR PARK STRIPS AND TREE WELLS
NOTES:
NOTES:
1. REFER TO DETAIL SHEET U - L 2 5 2 FOR BUBBLER DETAILS.
2. INSTALL ROOT BARRIER PER SPECIFICATIONS. INSTALL 1 / 2 " MAXIMUM ABOVE FINISH GRADE AND COVER WITH
SPECIFIED WOOD OR GRAVEL MULCH IN MEDIAN ISLANDS OR DECOMPOSED GRANITE IN PARKSTRIPS FOR
TYPE 1 PROJECTS.
3. THE HEIGHT OF THE STAKES SHALL NOT INTERFERE WITH TREE BRANCHES IN ANY WAY. TRIM THE TOPS OF
STAKES AS DIRECTED BY THE ENGINEER.
4. ROOTBALL TO BE THROUGHLY WATERED IMMEDIATELY AFTER PLANTING, AND KEPT MOIST AS REQUIRED TO
ENSURE PLANT HEALTH DURING CONSTRUCTION AND MAINTENANCE PERIODS.
1. INSTALL ROOT BARRIER PER SPECIFICATIONS. TO BE USED ON ALL TREES WITHIN 5 ' ADJACENT TO HARDSCAPE
INSTALL 1 / 2 " MAXIMUM ABOVE FINISH GRADE AND COVER WITH SPECIFIED WOOD OR GRAVEL MULCH IN MEDIAN
ISLANDS OR DECOMPOSED GRANITE IN PARKSTRIPS.
3. THE HEIGHT OF THE STAKES SHALL NOT INTERFERE WITH TREE BRANCHES IN ANY WAY. TRIM THE TOPS OF STAKES
AS DIRECTED BY THE ENGINEER.
4. ROOTBALL TO BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING, AND KEPT MOIST AS REQUIRED TO ENSURE
PLANT HEALTH DURING CONSTRUCTION ANO MAINTENANCE PERIODS.
EQ
EQ
CENTER OF PLANT
NOTES
1. SEE PLANTING PLAN SHEETS FOR PLANT SPACING.
2. PLANTING OF TREES AND SHRUBS IS IN A RANDOM PATTERN AND ARE NOT TO BE
INSTALLED WITHOUT THE CITY ENGINEER'S AND DISTRICT ARBORISTS APPROVAL
THE DISTANCE A SHRUB IS TO BE PLANTED FROM A FENCE IS EQUAL TO THE
DIAMETER OF THE MATURE PLANT.
Santa C l a r a V a l l e y T r a n s p o r t a t i o n A u t h o r i t y
NO EXCEPTION T A K E N
X
M A K E CORRECTIONS NOTED
AMEND AND RESUBMIT
A n y a c t io n s h o w n above is subject to the terms o f
DETAIL
SCALE: no scale
the c o n t r a c t and does not relieve the c o n t r a c t o r
ZD
LJ-L351
TREE PLANTING &
DETAIL
LJ—L300
STAKING
Z D
SCALE: no scale
FOR
LJ-L351
DETAIL. _
LJ-L300
SCALE: no scale
o f any of its obligations u n d e r the c o n t r a c t
Z D
LJ-L351
i n c l u d i n g design and detailing.
LJ-L300
Cont
MEDIANS
I REE
PLANTING &
STAKING FOR
PARK
STRIPS
&
TREE WELLS
SHRUB
SPACING
DETAIL
ct No.:
12
By:V_
DESIGNED BY
Skanska "
Shirrimick
,-Herzog
J KEENAN
DRAWN BY
B HANSON
CHECKED BY
LINE, TRACK, STATIONS AND SYSTEMS
W ARATA
Anil
Verm a Associates,
1970fro=ri«TaSuK« 525 OaWond. CA S<6I2
Phon*10)^35 -2537. F« (510) 535-2339
IN CHARGE
READY FOR CONSTRUCTION
R BARLAAN
DATE
2 0 1 2 0 9 0 5
M
SUBMITTED
\
Inc.
TA
Lockyrood. Andrew?,
m
FCIFAWRWM'FAO. | T - Y - L I N INTERNATIONAL
APPROVED
yUvi"7z/
S I L I C O N VALLEY
B E R R Y E S S A ROAD
,IU/&>//?_
Date:
CADD FILENAME
C 7 0 0 - S - L J - L351.DWG
NTS
CONTRACT NO.
PLANTING DETAILS
C700
AREA CODE SHEET NO.
BART SILICON VALLEY 3ERKYESSA EXTENSION
LJ
L351
PAGE NO.
116
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
Topsoil Designation: designation shall be one of the following: loam, sandy loam, sandy clay
loam or clay loam.
Soil classification for topsoil:
Class
Particle Size Ranae
Max %
Min %
Coarse sand
0.5mm - 2.0 mm
15
0
Silt plus clay
<0.05 mm
50
30
Silt
0.002 mm - 0 . 0 5 mm
35
10
Clay
0 - 0 . 0 0 2 mm
30
10
All Gravel
2.0 mm - 13.0 mm
15
0
STANDARD LANDSCAPE SPECIFCATIONS FOR CITY OF SAN JOSE STREETSCAPE PROJECTS
DESCRIPTION OF SCOPE OF WORK: The Contractor's scope of work shall consist of the construction
and maintenance of City Streetscape Improvements as described in these standard landscape
specifications and the attached standard landscape details and the approved Project Landscape
Improvements Plans, which shall therefore be referred to as the 'Project Landscape Improvements Plans'.
The following is an index of the standard landscape specifications which cover the Contractor's scope of
work for City Streetscape Improvements:
SECTION 1 - GENERAL REQUIREMENTS
SECTION 2 - SITE PREPARATION
SECTION 3 - EARTHWORK AND TOPSOIL
SECTION 4 - CONCRETE WORK
SECTION 5 - CONCRETE PAVERS
SECTION 6 - IRRIGATION
SECTION 7 - PLANTING
SECTION 8 - MAINTENANCE
SECTION 1 - GENERAL REQUIREMENTS:
1.01
PLANS AND WORKING DRAWINGS: Pursuant to Section 5.1.02 of the City Standard
Specifications, the contractor shall at all times have on the work site the approved Project Landscape
Improvements Plans, issued plan revisions and authorized change orders available for the Engineers use
and review.
1.02
ORDER OF WORK: The Contractor's work shall conform to these standard landscape
specifications and the City of San Jose, Department of Public Works, Standard Specifications, dated July
1992 ("City Standard Specifications"), per section 5-1.05 "Order of Work", of the City Standard
Specifications. These standard landscape specifications are included in the Special Provisions for City
Streetscape Projects. These standard landscape specifications supersede Section 20 of the City
Standard Specifications. All work for the construction of street paving, sidewalks, curb and gutters,
drainage and utilities for street improvements, potable or recycled water supply meter, electrical power
supply and telephone line if required for irrigation system, is addressed in the Project Engineering and
Street Improvement Plans, unless otherwise noted on these plans.
1.03
SUPERINTENDENCE: Contractor shall have an authorized representative at the site of the work
at all times during construction in conformance with Section 5-1.06, "Superintendence", of the City
Standard Specifications.
1.04
LAND SURVEY & SURVEY MONUMENTS:
A. GENERAL REQUIREMENTS: The Contractor shall be responsible for procuring professional
land surveying services as necessary to construct this project. A California licensed Land
Surveyor, or Civil Engineer authorized to practice land surveying as defined in the Professional
Land Surveyors Act, shall be in responsible charge for all land surveying and survey monument
work to be performed in conjunction with the project scope of work. The Engineer may, at his or
her sole discretion, use the City Survey Section for quality assurance purposes including, but not
limited to, the following: verification of project control points, verification of lines and grades, and
inspection of survey monument preservation or replacement.
B. SURVEY MONUMENT PRESERVATION & REPLACEMENT: The following wording expands
upon Standard Specification Section 7-1.11 "Preservation of Property." of the DPW Standard
Specifications. It is the responsibility of the Contractor to save, preserve and protect any existing
survey monuments. The preservation of existing survey monuments located within new or existing
median islands shall comply with detail 8, sheet 1 of these standard landscape details. In the
event that a survey monument is lost to construction activities, the Contractor shall, at the
Contractor's sole expense, engage the services of a Professional Land Surveyor authorized to
practice in the State of California, to be in responsible charge of the re-establishment of the
monument in compliance with Detail R-16 of the DPW Standard Details, and the filing of a Corner
Record, or Record of Survey as applicable, with the County's Surveyor's Office in compliance with
the Professional Land Surveyor's Act.
In the event that disturbance or destruction of any survey monument is imminent, regardless of
whether removal and replacement is indicated on the project plans, reference points to the survey
monument should be set by the Contractor's Surveyor such that it can be reset in its original
position. The Contractor is required to provide the Engineer with a minimum of 72 hours of
advance notice, prior to disturbing any existing monument.
Prior to filing the Corner Record or Record of Survey with the County Surveyor's Office, the
Contractor's Surveyor shall submit one copy to the Engineer and the City Survey Section for
review and approval. The Contractor's Surveyor shall provide the City Survey Section with one
copy of the finalized Corner Record or Survey as filed with the County Surveyor's Office.
1.05
WATER POLLUTION: The Contractor shall conform to Section 7-1.01 G, "Water Pollution," of the
City of San Jose Standard Specifications and any additional construction Best Management Practices
('BMP's') requirements for storm water pollution prevention or erosion control included in the conditions for
the planning permit issued to the Developer for the project by the Department of Planning, Building and
Code Enforcement.
1.06
USE OF PESTICIDES: The Contractor shall conform to Section 7-1.01 H, "Use of Pesticides," of
the City Standard Specifications and these standard landscape specifications. Preventing landscape pest
problems at the Project site are the responsibility of the Contractor. All pesticide applications at the
Project site shall be in compliance with the California Department of Pesticide Regulations laws and the
City of San Jos6's current Integrated Pest Management Policy. Herbicides are classified as pesticides.
The Contractor shall provide the services of a certified pest control applicator, with Qualified Applicator
Certificate ("QAC") from the State of California's Department of Pesticide Regulation, to provide any pest
control applications required at the Project. All pesticide applications by the pest control applicator require
a written pesticide recommendation by a State licensed Pest Control Advisor ("PCA"), and shall be done
with the maximum care to avoid any hazard to persons, pets, or property. The pest control method used
at the Project site must be the least toxic pesticide available to do the job. The Contractor shall eliminate
the use of pesticides that cause pollution to surface waters. At no time shall the Contractor use Diazinon,
chlorpyrifos, chlopyralid, or any other pesticides that are restricted by the State or City on any City property
or street right of way. The application of any non-restricted pesticide, especially organophosphate or
copper-based pesticides, is also prohibited. The Contractor shall provide summary monthly reports of any
pesticide usage at the Project site to the Engineer and the County of Santa Clara Department of
Agriculture. The Engineer shall provide copies of all monthly reports to the City's Environmental Service
Department. Refer to Appendix K - City of San Jose's Monthly Summary Pesticide Use Report, in the
"Guidelines for the Planning, Design and Inspection of City Streetscape Projects".
1.07
TRAFFIC CONTROL: The Contractor shall be responsible to provide a traffic control plan for the
project, in compliance with the "Traffic Control Plan Requirements" of the Department of Public Works,
Transportation and Development Services Division, and per Section 7-1.08, "Public Convenience",
Section 7-1.09, "Public Safety", and Section 12, "Construction Area Traffic Control Devices", of the City
Standard Specifications. The Traffic Control Plan shall include all signs, barricades, flagmen, etc.,
necessary to meet all traffic requirements for this project.
1.08 ARCHAEOLOGICAL REQUIREMENTS: Contractor shall protect any evident of prehistoric cultural
resources or human remains found site of the work at all times during construction in conformance with
Section 7-1.27, "Archeological and Paleontological Rights", of the City Standard Specifications. Should
evidence of prehistoric cultural resources be discovered during construction, work within 50 feet of the find
shall be stopped to allow adequate time for evaluation and mitigation by a qualified professional
archaeologist. The material shall be evaluated and if significant, the work in this area shall be put on-hold
by the Developer until a mitigation program can be developed and implemented by the City's
Environmental Principal Planner. As required by County ordinance, this project has incorporated the
following guidelines. Pursuant to Section 7050.5 of the Health and Safety Code, and Section 5097.94 of
the Public Resources Code of the State of California in the event of the discovery of human remains during
construction the Contractor shall notify the Engineer immediately, and work within 50 feet of the find shall be
stopped to allow adequate time for evaluation and mitigation by the Santa Clara County Coroner. The
County Coroner shall then be notified by the Engineer, in order to make a determination as to whether the
remains are Native American. If the Coroner determines that the remains are not subject to his authority, the
County shall notify the Native American Heritage Commission who shall attempt to identify descendants of
the deceased Native American. The remains shall be evaluated and if significant, the work in this area
shall be put on-hold by the Developer until a mitigation program can be developed and implemented by
the City's Environmental Principal Planner.
1.09
DUST CONTROL: All work on this project shall conform to Section 10, "Dust Control", of the City
Standard Specifications.
1.10
WATERING: The Contractor shall be in compliance with the Water Waste Prevention and
Drought Condition Measures, Chapter 15.10 of the San Jose Municipal Code. The Contractor shall
provide any trucked in water required for the construction and maintenance of the improvements.
1.11
WATER. ELECTRICAL & TELEPHONE UTILITES: The metered electrical service, water supply
meter and telephone line required for irrigation controller is not included in the scope of these standard
landscape specifications. The Developer is responsible to provide the aforementioned utilities and the
points for connection required for the irrigation system. The Contractor's scope of work included in these
standard landscape specifications is to provide the connection to the aforementioned utilities, as required
for the irrigation system. Refer to the Project Engineering and Street Improvement Plans, unless
otherwise noted on these plans.
1.12
PROTECTION OF WORK: The Contractor shall provide adequate protection of all work until final
completion and acceptance. Contractor shall take particular precautions to protect all existing survey
monuments, utilities, pavement, curbs, irrigation equipment and lines, street lights, traffic poles, pullboxes,
signal cabinets, trees and shrubs to remain, existing buildings and structures, underground piping, other
facilities, etc. All damaged or disturbed items shall be replaced at the expense of the Contractor prior to
acceptance and to the satisfaction of the Engineer.
1.13
SUBMITTALS: The purpose of this section is to define the submittals required for this project.
Should one of these requirements be found elsewhere in these standard landscape specifications or on
the Project Landscape Improvement Plans and not be listed herein below, it shall still be the Contractor's
responsibility to provide said submittals and shop drawings. The Contractor's superintendent shall retain a
copy of approved submittals at the work site at all times for the Engineer's use and review. The submittals
shall be kept in a binder and cataloged for ease of reference. Failure on the Contractors part to comply
with these requirements will result in the suspension of inspection until conformance with this section.
Unless stated otherwise, it is intended that any specified material or equipment items shall be deemed to
include the term "or approved equal".
The following construction submittals are critical to the construction process, and are therefore required by
the Contractor prior to the start of construction, for the review and approval of the Engineer:
A.
Traffic control plan
B.
Copy of the approved Project Erosion Control Plan or Storm Water Pollution Control Plan
C.
Any device required for Construction BMP's for Storm Water Pollution Prevention/Erosion Control.
D.
Any chemical control recommendation for pesticides proposed for clearing and grubbing
E.
Soils Analysis Report for proposed import topsoil and sample of import topsoil.
The contractor shall not start work, until the aforementioned submittals are approved by the Engineer.
The following submittals shall be provided by the Contractor to the Engineer for review, at the Preconstruction meeting:
All irrigation materials
Decomposed granite.
Decorative gravel
Pro-chip mulch.
Plant materials, incl
Soil amendments.
Sand for trench backfill.
Pesticide application (certificate & use reports)
O.
Soils Analysis Report for amended import topsoil
I.14
PRECONSTRUCTION MEETING:
A.
The Contractor is responsible for coordinating and attending a preconstruction meeting at least 72
hours prior to starting work, which shall also be attended by the Developer's Representative and
the City Engineer ("Engineer") assigned to the project. The Project Inspector is assigned to the
project by the Engineer. The Contractor shall notify the Project Inspector at the number listed on
the approved Project Landscape Improvement Plans, for the purpose of coordinating the preconstruction meeting. During the pre-construction meeting, the Contractor shall provide the
Engineer with the critical submittals, which are required prior to the start of the construction.
If irrigation system has been designed for immediate connection to recycled water meter, the
Contractor shall also contact South Bay Water Recycling ("SBWR"), Muni Water at 277-3671, and
they will assign an inspector to the project.
REQUIRED INSPECTION POINTS: During the course of construction, the following minimum
number of inspections by the Engineer shall be required:
Inspection Required On:
P r i o r to:
1.
Pre-construction meeting
Start of Construction
Layout of surface features
2.
Rough grading
Construction
3.
Layout of surface features
Placing of P.C.C.
4.
Form work
5.
Irrigation mains and laterals
Covering trenches
6.
Import topsoil
Delivery to site and installation
7.
Soil Amendments, fine grading
and irrigation coverage
Planting
8.
Plant materials
Installation
9.
Irrigation and planting
Maintenance
Record drawings
10.
Preparing controller charts
Pre-maintenance
11.
Start of maintenance period
Punch list items
12.
Final acceptance
In the event the Contractor continues to operation without receiving the above inspections, the Engineer
may, at his discretion, require the Contractor to return all construction status to the previous inspection
point or require additional inspections. For additional requirements, the Contractor shall refer to Appendix
J - Landscape Inspection Checklist for City Streetscape Projects", in the "Guidelines for the Planning,
Design and Inspection of City Streetscape Projects".
1.16
FINAL INSPECTION AND ACCEPTANCE: In conformance with the City Standard Specifications,
the following is the procedure for final inspection and acceptance: When the Contractor feels that all work
on this project is complete, they shall request a final inspection of this project. The Contractor shall
provide the Engineer with the record drawings for the project. The Engineer and other City
representatives shall make a visual inspection of the project. If during this inspection the project is found
to be complete, a final inspection will be granted by the City. Any deficiencies, corrections, or repairs as
noted during this inspection must be completed by the Contractor prior to the City's acceptance of the
project. The Contractor shall continue to be responsible for all facilities, structures, equipment, and all
iandscape maintenance that is part of this contract until all items are corrected and complete and a final
acceptance by the City is granted.
SECTION 2 - SITE PREPARATION:
2.1
Description: Work under this section consists of:
a. CONSTRUCTION BMP'S
b. PROTECTION AND PRUNING OF EXISTING TREES
c. CLEARING AND GUBBING
2.2
Materials:
2.2.1 Any devise required to implement BMP's for storm water pollution prevention or erosion
control, shall conform to Provisions in Section 7-1.01G, "Water Pollution," of the Standard
Specifications, the details, operating procedures, and maintenance guidelines of the
California Regional Water Quality Control Board San Francisco Bay Region's "Guidelines
for Construction Projects" (Guidelines), the California Regional Water Control Board San
Francisco Bay Region's "Erosion and Sediment Control Field Manual" (Manual).
2.2.2 Fencing for tree protection: Four foot (4^ high interwoven snow fencing or approved
equal. Stakes for fencing, shall be metal, minimum four feet (4') above grade.
2.3
Construction Methods:
2.3.1
PROTECTION & PRUNING OF EXISTING TREES: includes maintenance and protection
of all existing trees. Protection of existing trees: All trees to remain on site shall be
protected from all trades working on the job, and it shall be the General Contractor's
responsibility to insure that all Subcontractors are aware of and held responsible for any
damage to existing trees.
Fencing: Every tree designated to be saved, shall be fenced off at the existing canopy
(dripline) of the tree wherever possible prior to any grading, excavating or pruning
activities. Where trees are located in groupings or groves, the entire perimeter around
the dripline of the grove shall be fencing off. When this is not possible, because of
extraneous site conditions, the fence perimeter shall be a minimum often feet (10") in
radius from the tree trunk for all trees twelve inches (12") in caliper or greater when
measured twelve inches (12") above the ground. For trees less than twelve inches (12")
in caliper, the protective fencing shall be installed at a minimum of four feet (4') in radius
around the entire tree.
Maintenance: Throughout the life of the construction project, the General Contractor shall
be responsible for watering, fertilizing, pruning, and other measures necessary to protect
all existing trees.
In addition, the General Contractor shall be held responsible to insure that the following
protective measures are carried out throughout the entire construction period:
a. The fence shall consist of metal stakes (a minimum of four feet (41) above grade)
placed four feet (4') o.c. and covered with an interwoven four foot (40 high snow
fencing or approved equal.
b. Excavation, trenching, filling, parking of equipment, or storage of materials shall not
be allowed within the fenced area.
c. If, because of limiting site conditions, trenching is unavoidable within the above
fenced area, the City Arborist shall approve trenching procedure prior to commencing
the work.
e. All trees shall be pruned and otherwise maintained by a certified Arborist provided by
the Contractor, approved by the City Arborist.
f. If any roots one and one-half inches (1-1/2") or greater are encountered, all trenching
within the fenced area shall be done by hand.
g.
G.
H.
L.
M.
N.
DESIGNED 6Y
Skai:
Shirtnrmck
,'Flerzog
J KEENAN
DRWN EY
B HANSON
CHECKED BY
2.3.2
Pruning of existing trees shall concern itself with removing all dead wood, one-half
inch (1/2") or greater in size, and removing vines and/or sucker growth. The
procedure for each tree may vary and shall be approved by the City Arborist prior to
commencing any work.
h. Tree limbs in the way of proposed structures shall only be trimmed by a reputable
Arborist or Tree Surgeon to be approved by the City Arborist. Tree pruning shall be
done by the Contractor at the direction of the inspector to facilitate ease of
construction.
i. The General Contractor shall be liable for all damages and necessary repairs to all
existing trees, including trunk, branches, or roots. Repairs shall be made by a
reputable Arborist or Tree Surgeon to be approved by the City Arborist.
j. The General Contractor shall be liable for the loss in value to damaged trees and for
all repair costs resulting as determined by the City Arborist. Because of the
irreplaceable nature of many of the existing trees, the liability to the Contractor shall
be set at $5,000 minimum per tree. The amount of assessment shall be determined
by the City Arborist and the Project Engineer.
CLEARING AND GRUBBING: shall consist of clearing the area within the limit of work of
all objectionable plant material, to include roots, snags, brush, grass, weeds, and similar
undesirable vegetation and any other debris found at the site not specified as
improvements to be included as part of this project. All such materials shall be removed
from the site and disposed of in an acceptable manner. In addition to the clearing of
vegetation growth, the area shall be grubbed to a depth of six inches (6") below finish
grade, of debris and rocks over one inch (1") in size. Said material shall be removed from
the site and disposed of in an acceptable manner, to the satisfaction of the Engineer.
SECTION 3 - EARTHWORK AND TOPSOIL
3.1
Description: Work under this item shall include:
a. Stockpile, as necessary, existing top 6 inches of earth material for use as topsoil.
b. Furnish and place approved borrow or import as necessary to meet grades shown on the
plan.
c. Excavation and earthwork for landscape improvements.
d. Approved import topsoil and finish grades as shown on the Project Landscape Improvement
Plans.
3.2
Materials:
3.2.1
SOIL TESTING AND TOPSOIL: Approved, import topsoil is required to be installed
as shown in details and Project Landscape Improvement Plans. The import topsoil shall
comply with the following specifications, in order to be approved by the Engineer for use on
the Project. The Contractor is required to provide sampling and soil testing of the proposed
import soils by a qualified soil analysis laboratory ('soil lab') for the review and approval of the
Engineer. The Contractor is also required to provide sampling and soil testing of any existing
topsoils approved to remain on-site by the soil lab for the review and approval of the Engineer.
The soil lab shall be the Soil and Plant Laboratory, Inc. located in Santa Clara, CA, or an
approved equal. The soil lab shall prepare a Soil Analysis Report, which shall be a A 0 5
Comp Soil Chemistry Package. The A 0 5 soil analysis report shall include soil sample testing
data, the analysis of that data, a determination that the existing soil at the Project site is
compliant with these standard landscape specifications for approved topsoil, and the Project
name and location for identification purposes. The import topsoil shall be sufficient to support
a high quality aesthetic landscape, with the preparation and amendments recommended by
the soil analysis laboratory, and shall contain sufficient quantities of available nitrogen,
phosphorus, potassium, calcium and magnesium to support normal plant growth or can be
amended per the recommendations in the approved soil analysis report after installation. In
the event of nutrient inadequacies, provisions shall be made to add required materials prior to
plantings. If the native subgrade is within specified limits, the imported topsoil's texture should
be as similar as practical to that material. The import topsoil physical properties, USDA
classification of fraction passing 2.0 mm sieve, shall conform to the following:
READY FOR CONSTRUCTION
| Q P |
R BARLAAN
20120905
SUBMITTED
3.3.4
3.3.5
In planting areas, material shall be placed in 6-inch maximum layers, shaped and
compacted to a density of 80%. Mounded areas at back of sidewalk shall be formed with
gently sloping sides and crowns and smoothed even transitions at the bases, and areas
to be planted with turf shall be graded so that power mowers can be operated efficiently
over all areas. No abrupt changes in slope or contour will be accepted. Contractor shall
take special care to feather or taper graded areas to match grade at edges.
Engineer shall approve finish grades prior to removal of earth moving equipment from
project site and prior to turfing and planting operations.
Any excavated trenches deeper than two (2) feet deep shall be backfilled at the end of
each day. All other trenches less than two (2) feet deep shall be adequately barricaded at
the end of each day to the satisfaction of the Engineer.
SECTION 10-6 IRRIGATION SYSTEM:
6.1
Description: Work under this section includes all labor, materials, equipment, tools, accessories,
transportation, and services as required for proper installation and operation of a complete and
fully automated irrigation system.
Refer to the standard landscape details for required materials and proper
installation procedures for recycled water and potable water piping installation. Where both
SBWR details and City details are shown for irrigation pipe trench backfill, the City details shall
prevail. The Contractor shall consult all other sections to determine the extent and character of
related work and to properly coordinate work specified herein with that specified elsewhere to
produce a finished workmanlike installation satisfactory to the City. Work included under this
section shall consist of constructing an automatic electrically operated irrigation system. Details of
installation and construction shall conform to the Project Landscape Improvement Plans. Work
includes all elements relating directly to the irrigation system from the point of connection with the
water utility meter to the most distant sprinkler head and includes furnishing of all labor, tools,
materials, etc. necessary for installation. Before proceeding with any work, the Contractor shall
carefully check and verify all dimensions and shall report any variations to the Engineer. The
system shall efficiently and evenly irrigate all areas, shall be complete in every respect, and shall
be left ready for operation to the satisfaction of the Engineer. Included in the work shall be
furnishing and installing:
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
Mains
Branch irrigation lines (laterals)
Quick coupling valve lines
Potable water mains
Santa Clara Valley Transportation Authority
NO EXCEPTION T A K E N
V
M A K E CORRECTIONS NOTED
Strainers
Pressure reducing valves
Automatic irrigation controller
Automatic irrigation controller enclosure
Remote control valves
Electrical power distribution system to automatic control valves
Gate valves
Quick coupling valves
Flushing lines
Testing mains
Sprinkler heads
A M E N D AND RESUBMIT
Any action shown above is subject to the terms of
the contract and does not relieve the contractor
of any of its obligations under the contract
including design and detailing.
Com
No.:
T-Y-LIN INTERNATIpNAL
21
L.
• J-k
5.2 Materials:
6.2.1 General: All valves and fittings shall be designed for and shall meet the requirements for
service at an operating pressure of 150 pounds per square inch, unless otherwise
specified. All valves and fittings shall have connections compatible with the type of pipe
joint selected by the Contractor. If mechanical joints or slip-type joints are used, the
Contractor shall furnish and install necessary Portland Cement Concrete thrust blocks as
specified by the Engineer, Class A, 6 sack.
6.2.2 Pipe: Standard galvanized pipe shall conform to the American Water Works Association
Standard C400-80. Asbestos cement (A.C.) pipe is no longer acceptable for new pipe.
PVC Pipe: All plastic pipe shall be continuously and permanently marked with the
following information: Manufacturer's name, kind of pipe, material, size NSF approved,
and schedule of type. The manufacturer shall also mark the date of extrusion on his pipe.
This dating shall be done in conjunction with records to be held by the manufacturer for
two years covering quality control tests, raw material batch numbers, and any other
information deemed necessary by the manufacturer. Guarantee shall cover workmanship
of materials from the plastic pipe manufacturer for all plastic pipe and fittings. Main
-jiiiaaM. ines shall be Schedule 40 PVC for lines 1-1/2 inches and smaller and Class 315
A Joint Venture
TA
D4JE
DESCRIPTION
3.3.3
LINE, TRACK, STATIONS AND SYSTEMS
W ARATA
IN CHARGE
3.3
Rock
10% by Volume,
None > Vi
0
with none over 1"
Organic
15
The import CHEMISTRY - SUITABILITY CONSIDERATIONS:
1. Salinity: Saturation Extract Conductivity (ECe) less than 3.0 dS/m @ 25 degrees C.
2. Sodium: Sodium Adsorption Ratio (SAR) Less than 6.0
3. Boron: Saturation Extract Concentration Less than 1.0 ppm
4. Reaction: pH of Saturated Paste: 5.5 - 7.5 without high qualitative lime.
Testing and Construction Methods:
3.3.1
The Contractor shall be responsible for stockpile any topsoils and meeting the finish
grades as shown on in the Project Landscape Improvement Plans. Should a net cut
result, the Contractor shall dispose of the excess material off site. The Contractor shall
follow all State requirements for the removal of existing soil.
3.3.2
On sites where import topsoil shall be installed, after the required excavation is completed
the Contractor shall have the soil lab take samples of the native subgrade to determine
the soil texture of this soil. If the native subgrade texture is within specified limits, the
import topsoil shall be as similar as possible to the subgrade. The Contractor shall
provide the soil lab with a copy of the Project Landscape Improvement Plans that contains
these standard landscape specifications for approved import topsoil, the Project name,
City project file number, and a Project site map for reference purposes. A submittal of the
proposed import topsoil along with a complete soil analysis report shall be delivered by
the soil lab directly to the Engineer for review and approval. For Type 2 Projects, the
Engineer shall provide a copy of the soil analysis report to D.O.T. Maintenance
Superintendent, 1404 Mabury Road, San Jose, CA (408) 277-5907 for review and
approval. The Engineer shall review the soil analysis report, to determine if the proposed
topsoil complies with the specifications. After the Engineer has approved the import
topsoil, the Contractor shall provide the delivery of the approved import topsoil to the
Project site. The initial soil analysis report of the proposed import shall not however
include any amendment recommendations. Once the import topsoil has been reviewed
and approved by the Engineer, the soil lab will add these amendment recommendations
to the soil analysis report for the planting operations described in Section 7 of these
standard landscape specifications. On sites where import topsoil shall be installed, the
Contractor shall cultivate and loosen (a.k.a. rip) the top six-inch layer of the subgrade to
prepare for the installation of import topsoil.
SILICON VALLEY
NTS
BERRYESSA ROAD
STANDARD LANDSCAPE SPECIFICATIONS
FOR CITY STREETSCAPE PROJECTS
BART SILICON VALLEY 8ERRYE5SA EXTENSION
CADD FILENAME
C700—S-LJ—L400.DWG
SHEET
1 OF 3
C700
AREA CODE SHEET NO.
LJ
L400
PAGE NO.
1 1 7
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
PVC for lines 2 inches and larger. Lateral irrigation lines shall be Schedule 40 PVC. PVC
pipe shall conform to ASTM D-2241. Branch irrigation lines shall be Schedule 40 PVC.
Potable main lines beyond the backflow prevention unit shall be Schedule 80 PVC.
The pipe shall be protected from the elements prior to
installation. All on-site buried irrigation pipes for irrigation systems designed for future or
immediate connection to recycled water shall be identified by one of the following
methods:
- Blue-colored PVC pipe shall not be used unless the blue color is completely obscured by
encasement of the pipe with purple polyethylene wrap or other methods approved by
SBWR.
In the event that the City's Director of Planning, Building and Code Enforcement has
approved an exemption for the project from the use of recycled water, that would allow
the Contractor to install white PVC in lieu of purple, for mains and laterals.
5.2.3 Pipe Fittings: Pipe fittings shall be of the same material as pipe where applicable and
recommended by the pipe manufacturer for the particular type of pipe to which they are to
be connected and shall conform to the requirements of one of the following specifications:
Standard Galvanized pipe fittings shall conform to the requirements of the American
Water Works Association Committee 8620D report, "Collected Standards for Service Line
Materials". Galvanized pipe shall be joined by means of couplings. Couplings, elbows,
tees, and other fittings shall be galvanized conforming to the above requirements.
PVC: All slip-joint PVC fittings shall be Schedule 40, except for quick coupling valve PVC
fittings which shall be Schedule 80.
5.2.4 Valves. Cocks. Stops, etc.: Provide and install all valves as indicated on the drawings
and/or as required for the proper control of the piping systems in which they are
incorporated. All main shut-off valves shall be gate valves. Gate valves 2-1/2 inches and
smaller shall be bronze or brass. All valves and sizes shall be as indicated on the plan. A
concrete box and cover of adequate size to allow maintenance freedom shall be installed
over each main shut-off valve in the system. See plan details for proper box installation.
Valve shall be 150 psi test water pressure unless otherwise specified.
5.2.5 Master Valve:
6.2.7 Automatic Controller
The automatic controller shall include:
(1) The pre-assembled controller unit, including enclosure
(2) Installation of unit and concrete pad
(3) Connection to control wires for automatic control valves
(5) All other appurtenances and tests necessary to complete installation of unit
The automatic irriaation controller shall be
Calsense ET2000e by Calsense California Sensor Corporation,
Refer to the details for the controller model number and
other required equipment. Controller shall be programmed and fully capable of
communication with DOT Maintenance office.
6.2.8 Remote Control Valves: Remote control valves shall include housing, cover, and other
appurtenances, each of which shall conform to the requirements of one of the following
specifications:
(1) Remote control valves shall be as indicated on the Project Landscape Improvement
Plans and have a glass-filled nylon construction globe pattern body rated at 200 psi.
The valve shall have an internal manual bleed, captive solenoid plunger, captive
bonnet bolts with matching brass body inserts, and fabric reinforced diaphragm.
The approved remote control valves and controller shall be compatible.
The approved remote control valves and controller shall be compatible.
(2) Included as part of this item shall be boxes, gravel bed, splicing to control wires and
common ground, tee or saddle, all other fittings for connection to main, and all other
appurtenances necessary to complete this item as shown on the Project Landscape
Improvement Plans.
6.2.9 Quick Coupling Valves: Quick coupling valves shall be two (2) piece brass construction
one inch (1") angle slot type with locking yellow thermoplastic cover for potable water
irrigation systems and locking purple thermoplastic cover for recycled water irrigation
systems, capable of withstanding working pressure of 125 psi without leakage. Quick
coupling valves shall be installed on a swing joint assembly.
6.2.10 Sprinkler Heads: Sprinkler heads shall be as specified on the Project Landscape
Improvement Plans.
6.2.11 Electrical Equipment and Wiring: Electrical wiring, fittings, and appurtenances shall
conform to the requirements of the following specifications:
Underground Conductor The conductors which serve the automatic control valves shall
be 14 AWG, continuous copper direct bury wire of the size shown on the Project
Landscape Improvement Plans. The insulation shall be 4/64 inches, U.L. approved Type
U.F. and shall be able to withstand a crush test of 5000 psi. Common or neutral
conductors shall be while.
The control wires to the automatic control valves shall be red. The spare wires used
when necessary shall be black. If more than one controller is necessary, the automatic
control valve wires for the other controller(s) shall be a different color than red. The
color(s) shall be approved by the Engineer prior to installation.
6.3 Construction Methods:
6.3.1 General: The Contractor shall install the specified pipe, valves, fittings, wiring, switches,
controls, and appurtenances at the approximate locations indicated on the Project
Landscape Improvement Plans
—
The Engineer shall indicate specific locations. Cross
connections between the irrigation/recycled water system and the potable water
system are strictly prohibited at all times. The Contractor shall provide all temporary
storerooms and shops that he may require at the site for the safe and proper storage of
his materials, tools, etc. These rooms shall be constructed only in locations approved by
the Engineer, as designated on the location map, and must in no way interfere with the
work of any other Contractor. At such times as these rooms interfere with the proper
installation and completion of the work, they shall be removed by this Contractor at his
expense, within three (3) days after having been notified by the Engineer that such
removal is necessary.
6.3.2 Pipe Separation: A minimum ten-foot (10") separation between parallel buried recycled and
potable water pipelines shall be maintained where possible. In no cases is horizontal
separation of less than four feet (4") allowed between buried recycled and potable water
pipelines. Potable and recycled water pipelines shall not be installed in the same
trench. Constant pressure recycled water pipelines shall be located a minimum of
twelve-inches (12") below the potable water pipelines. Lateral recycled water pipelines
(non-pressure) are allowed over potable pipelines with a minimum of 12 inches vertical
separation.
6.3.3 Trenching: Trenches for pipe and electrical conductors may be excavated manually or with
mechanical trenching equipment. Mechanical trench diggers used on the site shall be
essentially vertical so that a minimum of surface is disturbed. Road patrols or graders
shall not be used to excavate the trench with their blades. The bottom surface of
trenches shall be essentially smooth and free from coarse aggregate. Trenches for pipe
shall be excavated to the depth shown on the Project Landscape Improvement Plans.
6.3.4 Solvent Weld Joints: Contractor shall use only the solvent supplied and recommended by
the manufacturer to make plastic pipe joints. The pipe and fittings shall be thoroughly
cleaned of dirt, dust, and moisture before applying solvent. The Contractor will make
solvent weld joints with nonsynthetic bristle brush in the following sequence:
(1) Apply a liberal even coat of purple-colored PVC primer to the pipe and
fittings immediately prior to applying the solvent.
(2) Then apply a liberal even coat of solvent to the inside of the fittings and then
to the outside of the pipe, making sure that the coated area is equal to the
depth of the fitting socket.
(3) Insert the pipe quickly into the fitting and turn the pipe approximately 1/4 turn
to distribute the solvent and remove air bubbles. Hold the joint for
approximately 15 seconds so the fitting does not push off the pipe.
(4) Use a clean rag and wipe off all excess solvent. This is to prevent
weakening at joint
(5) Be sure that in going to the next joint, the pipe is not twisted, disturbing the
last completed joint.
(6) Allow at least fifteen (15) minutes set up time for each welded joint before
moving.
6.3.5 Threaded Connections for Irrigation Heads and Remote Control Valves:
(1) For all PVC threaded connections, use teflon tape only. In no event shall an
oil base joint compound be used on a PVC joint. On plastic to steel
connections, the Contractor shall work the steel connections first.
(2) All galvanized steel threaded connections and exposed threaded areas, use
soft setting pipe thread compount (Whitlam Blue Majic Industrial Grade or
approved equal).
(3) All galvanized or PVC swing joints shall move freely upon installation.
6.3.6 Storage and Installation of Pipe: The Contractor is cautioned to exercise care in handling,
loading, unloading, and storing plastic pipe and fittings. All plastic pipe and fittings shall
be stored under cover before using, and shall be transported in a vehicle with a bed long
enough to allow the length of pipe to lay flat so as not to be subject to undue bending or
concentrated external load at any point. Any section of pipe that has been dented or
damaged will be discarded until said section of pipe is cut out and rejoined with a
coupling. The Contractor shall provide the necessary mason's lines and supports to
insure installation of the pipe to line and grade, as staked by the Engineer. The
Contractor's facilities for lowering the pipe into the trench shall be such that neither the
pipe nor the trench will be damaged or disturbed. All pipes shall be assembled free from
dirt and pipe scale and shall be reamed and buns removed. The main line supply shall
be flushed out and tested for leaks before backfilling and with control valves in place and
before lateral pipes are connected to valves. Each section of lateral pipes shall be
flushed out before sprinkler heads are attached. The underground galvanized steel pipe
and fittings at the backflow prevention device shall be triple wrapped with plastic. Never
lay plastic pipe when there is water in the trench. The Engineer shall inspect all pipe
before it is laid and reject any section that is damaged by handling or is found to be
defective to a degree which will materially affect function and service of pipe. Plastic pipe
will expand approximately six inches (6") per thousand feet (1,000') between day and
night temperatures in hot climates. Therefore, pipe shall be snaked from side to side of
trench bottom to allow for expansion and contraction. All foreign matter or dirt shall be
removed from the inside of the pipe before it is lowered into position in the trench, and it
shall be kept clean by approved means during and after laying of pipe.
6.3.7 Remote Control Valves: Shall be installed as shown on the Project Landscape
Improvement Plans. Where an R.C.V. is shown at the edge of turf and shrub area, the
intent is that the R.C.V. shall be placed in the shrub area rather than in the turf area.
Particular attention shall be paid to the depth of the installation from the top of the valve to
the bottom of the valve box lid.
Contractor shall tag all remote control valves indicating the number of the station in
relation to the irrigation controller and irrigation plan.
6.2.13 Locator Wires and Accessories: Locator wires shall be #12 AWG, continuous, bare
copper conductor. The locator wire shall be identified as "Locator Wire" using Thomas
and Betts E-Z Code Type SM markers, or approved equal, and self-locking cable ties.
The alpha-numeric characters for cable markers shall be hot stamped machine printed on
sleeves with permanent black ink. Printed alpha-numeric character sleeves shall be white
PVC tubing resistant to temperature extremes, excessive moisture, common solvents,
oils, gasoline, and ultra-violet and gamma radiation. Adhesive strip labels are not
acceptable. Marker holders shall be fastened to the wire with a cable tie. All identification
devices shall be provided complete with all holders, supports, and fastening accessories
at each remote control valve and backflow device.
Installation of Conductor in Trenches: Conductors may be installed in the same trench as
the water pipe. All clearances between conductors, pipes, and trench walls shall conform
to the dimensions shown on the typical cross sections and other details on the Project
Landscape Improvement Plans.
Sharp bends or kinks in the conductor shall not be permitted. Conductors shall be
unreeled in place alongside or in the trench and shall be carefully placed along the bottom
of the trench. Under no condition shall the conductor be unreeled and pulled into the
trench from one end. Where two or more conductors are laid parallel in the same trench,
they shall be taped together not less than every 25 feet. Wherever a splice occurs, a
valve box shall be installed. Wire splices shall be connected as shown in details. Should
any damage to the conductors occur during the construction of the facility, the Contractor
shall be responsible to remove all damaged conductors and replace with new conductors
from the previous pull box to the next pull box.
Under no circumstances shall a splice be allowed other than within a remote control valve
box or other pull box as shown on the Project Landscape Improvement Plans and no
additional splice boxes shall be allowed without the written approval of the Engineer.
Skajpsk
ShiffimicR
rfierzog
DESIGNED BY
J KEENAN
DRAWN BY
B HANSON
CHECKED BY
W ARATA
IN CHWGE
READY FOR CONSTRUCTION
R BARLAAN
DATE
2 0 1 2 0 9 0 5
V Anil
Verm a Associates,
• 1570
Suite £35
"
Oakland. CA 9«12
c (510) £35-2339
6.3.10
6.3.11
6.3.12
6.3.13
Not less than one (1) foot of cable slack shall be left on each side of all splices at all
points where cable is connected to field equipment. The slack cable shall be placed in
the trench in a series of S curves.
Installation of Locator Wires: Strap the locator wire to the top of all main lines and quick
coupling valve lines every ten feet (10"). One locator wire is required in every main line
and quick coupling valve line trench, spliced per City Standard Detail E-54. Loop locator
wires up into each valve box and attach a plastic identification marker onto the locator
wire with a nylon tie.
Installation of Pipes Under Paving: Where irrigation mains or laterals are to be installed
under paving, a Class 315 PVC sleeve shall be installed. The inside diameter of the
sleeve shall be a minimum of 2 inches larger than the outside diameter of the main,
lateral, or sleeve, whichever is greater. A separate sleeve shall be installed for irrigation
control wires. The minimum diameter shall be 2 inches.
Installation of Sprinkler Heads: Sprinkler heads in open areas shall be installed at least
four inches (4") above finished grade at the time of installation. Within five (5) days of
notification by the Engineer, Contractor shall, as part of the work under this contract,
make whatever adjustments of pipe, fittings, valves, or sprinkler heads necessary to bring
the system to the proper level of the permanent grade. At this time, heads shall be made
completely firm with sand. Sprinkler heads along walks, mow bands, and driveways,
where the finished grade level is established, shall be set flush at the time of installation.
Backfilling: The procedure for backfilling shall be the same for trenches with pipe only,
conductor only, both pipe and conductor only, or both pipe and conductor or conduit and
conductor. All lumber, rubbish, and large rocks shall be removed from the trenches. Pipe
shall have a firm, uniform bearing for the entire length of each pipe line to prevent uneven
settlement. Wedging or blocking of pipe shall not be permitted. After the pipe and/or
conductor have been installed, the trench shall be backfilled to the level shown on the
Project Landscape Improvement Plans with white sand such as Olympia No. 2 (coarse
grained sand, dirt and salt free) which shall contain no particles that would be retained on
a 1/4" sieve. Sand shall be jetted lightly. Sand backfill shall be used for all irrigation pipe
including laterals and main lines. The remainder of the backfill shall be topsoil material,
which shall not be less than 8" deep. Trenches shall not be excessively wet and shall not
contain pools of water during backfilling operations. Extreme care shall be exercised by
the Contractor while backfilling. Any materials or equipment damaged while backfilling
shall be repaired or replaced by the Contractor as directed by the Engineer, at no cost to
the City.
Topsoil Soil Amendment and Conditioning: Shall be per the recommendations provided
in the soil analysis report(s) provide by the soil lab in Section 3 of these Standard
Landscape Specifications. The follow specification can be used for purposes of bidding.
The Contractor shall be uniformly spread and incorporate the following materials with a
rotary cultivator, to obtain a homogeneously blended soil six inches (6") in depth per 1,000
square feet, the following amendments into the top 6" of soil located in all planting areas,
as identified on the Planting Plan:
5 cubic yards Compost
18 pounds
27-8-11 Commercial Fertilizer
160 pounds
Agricultural Gypsum
Compost: Compost for Soil Amendments: Compost shall be Super Humus Compost as
manufactured and supplied by BFI Organics or an approved equal. Compost shall be
manufactured from recycled leaf or yard trimmings, whenever possible. BFI is located at
Newby Island Recyclery, 1601 Dixon Landing Road, Milpitas, CA 95035 phone number
(408) 945-2801. Acceptable ranges for compost, are listed below:
1)
Gradation: A minimum of 90% of the material by weight shall pass a 1/2" screen.
Material passing the 1/2" screen shall meet the following criteria:
Percent Passing Sieve Designation
85-100
9.51 mm (3/8")
50-80
2.38 mm (No. 8)
0-40
500 micron (No. 35)
Organic Matter Content: >80% on a dry weight basis.
2)
3)
Carbon to Nitrogen Ratio: Maximum 25:1 if material is claimed to be nitrogen
stabilized.
4)
eH: 5.5 - 7.5 as determined in saturated paste.
5)
Soluble Salts: Soluble nutrients typically account for most of the salinity levels, but
sodium should account for less than 25% of the total. To avoid a leaching
requirement, the addition of the compost shall result in a final ECe of the amended
soil of less than 4.0 dS/m @ 25°C as determined in a saturation extract
Use the following table to determine the maximum allowable ECe (dS/m of
s ncrease:
Desired Use Rate
Maximum Allowable ECe
Increase from Amendment
Cu. Yds. Amendment
per 1,000 sq. ft.
Volume
for incorporation Percentage of
1 dS/m
2 dS/m
3 dS/m
to 6" depth
Amendment
Maximum ECe of Compost
6.3.14 Flushing: After the trench has been backfilled, all water pipe installed shall be flushed
clear and clean of all dirt and foreign material. Mains shall be flushed prior to backfilling.
6.3.15 Testing:
1) After flushing, mains shall then be submitted to a leakage test All tests on
pressure lines shall be completed prior to backfilling; however, sufficient sand
shall be placed in trenches between fittings to insure the stability of the line
under pressure. In all cases, fittings and couplings must be open to visual
inspection for the full period of the test. No testing shall be done until the last
solvent welded joint has had twenty-four (24) hours to set and cure.
2)
All control valves shall be closed. The sprinkler system main shall be slowly
filled with water to line pressure.
Before testing, all air shall be expelled from the pipe. Where any section of the pipe
system is provided with a concrete thrust block, the test shall not be made until at least
five (5) days have passed after the concrete thrust block was installed. If higher earlystrength cement is used in the concrete thrust block, the test shall not be made until at
least two (2) days have elapsed. The duration of each test shall be four (4) hours, and
during the test, the system shall be subjected to 150 p.s.i. line pressure. Should any
section of pipe laid disclose leakage, locate and repair defective pipe or joint and retest.
6.3.16 "Record Drawings1': The Contractor shall maintain reasonable clear and detailed records
of all underground installations. These records shall be available to the Engineer at all
times for verification while the work is in progress. These records are part of the work
under this contract and shall be delivered to the Engineer in a good and acceptable
condition prior to final acceptance of the work.
6.3.17 Controller Charts: The Contractor shall provide controller charts, one (1) for each
controller, which shall be placed on the inside face of each controller enclosure door.
Record drawings from which the charts are to be made shall be approved by the Engineer
prior to preparing the charts. Each chart shall show the area controlled by the automatic
controller and shall be the maximum size which the controller door will allow. Items on
the controller chart shall include:
A. Connection to existing water lines.
B. Routing of pressure lines.
C. Routing of control valves.
D. Locations of remote control valves, gate valves, and quick coupling valves.
E. Other related equipment as directed by the Engineer.
The chart shall be a reduced drawing of the actual as-built system. However, in the event
the controller sequence is not legible when the drawing is reduced, irrigation symbols
shall be enlarged to a size that will be readable when reduced.
The chart shall be a black line or blue line ozalid print, and a different color shall be used
to indicate the area of coverage for each station. When completed and approved, the
chart shall be hermetically sealed between two pieces of plastic, each piece being a
minimum 10 mils. These charts shall be completed and approved prior to final inspection
of the irrigation system.
6.3.18 After the system has been completed, the Contractor shall instruct the Engineer in the
operation and maintenance of the system and shall furnish a complete set of operating
instructions prior to final acceptance.
1
5
14
28
42
2
11
7
14
21
3
16
5
9.5
14
4
22
3.5
7
10.5
5
27
3
5.5
8.5
6
32
2.5
4.5
7
Example: Specification calls for 5 cubic yards compost per 1,000 square feet for
incorporation to 6" depth, and site soil has an ECe of 2.0. In order to avoid
exceeding ECe of 4 in final blend, compost ECe should be less than 5.5 dS/m.
6)
Moisture Content: 35 - 60%
7)
Contaminants: The compost shall be free of contaminants such as glass, metal,
and visible plastic. The product shall be certified through the U.S. Composting
Council's Seal of Testing Assurance Program, and shall be tested using test
methods outlined by the program.
8)
Particle Characterization: Identifiable wood pieces are acceptable, but the balance
of material should be soil-like without recognizable grass or leaves.
9)
Maturitv/Stabilitv: <8 mg C0 2 -C per g OM per day.
10) Appearance and odor: Physical characteristics suggestive of maturity include:
Compost shall be a dark brown to black color. Acceptable compost odors are
described as follows: none, soil-like, musty, or moldy. Unacceptable compost
odors are described as follows: sour, ammonia, or putrid. Identifiable wood pieces
are acceptable, but the balance of material should be soil-like without recognizable
grass or leaves.
11) Weed Seed/Pathogen Destruction: Pasteurized (PFRP as outlined in State
composting guidelines).
12) Heavy metals: less than the maximum limits established by US EPA 503
regulations.
7.2.5 Planting Mix: Planting mix for backfilling planting holes shall consist of two parts of soil
excavated from the planting holes (free of rock over one-half inch (1/2") in diameter) and
one part soil amendment. The materials shall be thoroughly mixed until they lose their
individual identities.
7.2.6 Trees. Shrubs, and other Plants: Plants shall be as specified in the Plant List on the Project
Landscape Improvement Plans and shall be healthy, vigorous stock, free of insects and
disease. Use only plant materials that are first class representations of the genus,
species, and cultivars specified and that conform to all State and local laws governing the
sale, transportation, and inspection of plant materials. Only healthy and shapely plants of
SECTION 7 - PLANTING:
7.1 Description: The work includes: installation of water barriers and weed barriers in medians islands,
installation of root barriers, the amendments and conditioning of the topsoil, soil testing to verify the
installation of soil amendments, furnishing and planting of trees, shrubs, and ground covers and seeded
turf, installation of organic pre-emergent for weed control treatment in all planting areas, installation of
weed barrier fabric under mulch and gravel, installation of stabilized decomposed granite and decorative
gravel in areas as shown on plan, protection of the work, and cleaning up as shown on the drawings and
herein specified.
7.2 Materials:
7.2.1
Moisture Barrier: Barriers shall be suitable as a moisture and/or water barrier. Barrier
shall be installed in median islands per details and shall be model WB24/40 DeepRoot
Water Barrier as manufactured by DeepRoot or an approved equal. DeepRoot products
are supplied by Ewing Irrigation Products, contact phone number for Ewing is (408) 4368848. Barriers shall be High Density Polyethylene (HDPE), 40 mil or 0.040" (1.02mm)
thickness, with a tensile stress at yield of 4,100 psi minimum.
7.2.2 Root Barriers: Barriers shall be suitable as a root barrier for linear (park strip) or surround
(tree well) applications. The root barriers shall be composed of interlocking panels 18"
deep and 24" wide, fabricated from Polyethylene or Polypropylene. Polystyrene is not an
acceptable material for root barriers. Root barriers shall be installed per details and
manufacturer's specifications. Root barriers shall be UB 18-2 Root Barrier as
manufactured by DeepRoot, or the Root Solutions as manufactured by Vespro, or an
approved equal. Deep Root products is supplied by Ewing Irrigation Products, contact
phone number (408) 436-8848. Root Solutions are supplied by Capital Wholesale
Nursery, contact phone number (408) 239-0587
Santa Clara Valley T r a n s p o r t a t i o n A u t h o r i t y
NO EXCEPTION T A K E N
X
M A K E CORRECTIONS NOTED
AMEND AND RESUBMIT
A n y action shown above is subject to the terms o f
the contract and does not relieve the c o n t r a c t o r
of any of its obligations u n d e r the contract
i n c l u d i n g design and detailing.
C o n t r a c t No.:
1 0 D 2 $ _ y _
LINE, TRACK, STATIONS AND SYSTEMS
CADD FILENAME
C700-S-LJ-L401.DWG
SIZE
A Joint Venture
mm
APPROVED
R
i t a l l Y - U N INTHRNATIpN
IA,
SILICON VALLEY
BERRYESSA ROAD
SCALE
D
NTS
CONTRACT NO.
STANDARD LANDSCAPE SPECIFICATIONS
FOR
SART SIUCON VALLEY 8ERRYESSA EXTENSION
2 .
JDate:/
CITY STREETSCAPE PROJECTS
SHEET 2
OF 3
C700
AREA CODE SHEET NO.
LJ
L401
FACE HO.
118
1_DU-019 WP02 RFC, Drawings, 09052012.pdf
the size and type indicated and only plants with a normal plant and root structure will
be acceptable. All plants shall be nursery grown stock and shall have been grown in
the specified containers for not less than six (6) months but shall not have been
overgrown in the containers so as to become root-bound. They shall have straight,
single trunks, unless otherwise specified on the Project Landscape Improvement
Plans. No pruning shall be undertaken before planting. Plants specified to be multitrunk shall have at least three main leaders from the base. Any and all plants that
have any encircling roots (not root-bound) shall have root balls lightly slashed on a
minimum of three (3) sides to stop encircling root growth. All plants shall be free from
disfiguring knots and sunscald injuries, abrasions, abrasion of bark, or other
objectionable disfigurements. Tree trunks shall be sturdy and well "hardened off"
Any plants delivered to the job site, which are found to be not true to name or
unsuitable in growth or conditions, shall be removed from the site and replaced with
acceptable plants. All plants shall be of the genus, species, cultivar, size, age, and
condition as specified herein and as shown on the Project Landscape Improvement
Plans. Under no condition will there be any substitution of plants or sizes for those listed
on the accompanying Project Landscape Improvement Plans, except with the written
consent of the Engineer.
Tagging: All plants shall be true to name, and one of each bundle or lot shall be tagged
with the name and size of the plant in accordance with the standards of practice
recommended by the American Nursery and Landscape Association.
Recommended Clearances for Street Trees: The Contractor shall make every effort to
provide the following clearances for street trees:
•
Under street tree canopies: 14-feet minimum of clearance over finish surface of street
pavement, and 8-feet minimum clearance over finish surface of sidewalks.
•
Electrolier, street light, or traffic signal poles: 20-feet minimum.
® Soundwalls: 8-feet minimum
•
Underground water and gas lines: 5-feet minimum.
•
Underground sanitary and storm sewer lines: 10-feet minimum.
•
Stop signs and other traffic control devices: 20-feet minimum.
•
Fire Hydrants: 5-feet minimum.
•
Driveways: 5-feet minimum from residential and 10-feet minimum from commercial.
•
Projected street corners: 40-feet minimum.
•
Edges of Pavement, mow bands and fences: 8-feet minimum
•
Avoid conflicts with tree canopies of existing street trees or existing trees on adjacent
private property.
Inspection: All plant materials shall meet the specifications of Federal, State, and County
laws requiring inspection for plant diseases and insect infestations. Inspection
certifications required by law shall accompany each shipment, invoice, or order for stock,
and when such plants arrive at the site of the work, the certificate of inspection shall be
filed with the Engineer. Inspection of all plant material for acceptance shall be made at
the project site at time of delivery. All plant material shall be approved by the Project
Landscape Architect prior to installation. Any and all rejected plant material shall be
marked as such and removed from the project site immediately.
Delivery and Protection: The Contractor shall notify the Engineer at least two (2) days
prior to the delivery date of each shipment of plant materials. Plant materials shall be
protected and maintained in good condition. Bare root and balled materials shall be
watered regularly and placed in a cool area, protected from sun and wind.
7.2.7 Tree planting stakes: shall be shall be untreated lodge pole pine wood poles, as
manufactured by C&E Lumber (909) 626-3591 , or approved equal, 2" in diameter for
trees in 15 gallon containers and 3" in diameter for trees in 24" box containers, unless
otherwise designated on the applicable drawings. They shall comply with American
Standards Association Specification 0-5-1-1963 entitled "Specifications and Dimensions
for Wood Poles", except that they are to be machine peeled and modified as herein:
Spiral grain shall be limited to one complete twist in thirty feet (30"), sweep shall be limited
to one plane and one direction only, and a straight line connecting the center of the pole
at the top with the center of the pole at the butt shall lie within the body of the pole
throughout its entire length.
7.2.
Weed Barrier Fabric: Install weed barrier fabric under all mulched and gravel areas, to
provide long term weed control. The fabric shall be woven, polypropylene and installed
per the manufacturer's specifications.
7.2.9
Mulch: 4" deep layer of mulch, Pro-Chip City of San Jose Type medium grind with brown
colorant made from recycled yard trimmings, or an approved equal.
7.2.10 Decorative gravel: Shall be 4" deep layer of granite rock, V*" minimum to 1" maximum
size, California gold in color.
7.3 Construction Methods:
Installation of Soil Amendment and Conditioning, and Additional Soil Testing for Quality
Assurance: All areas to be planted or seeded shall receive soil amendments and
conditioning, uniformly distributed, as specified in a soils analysis report as described in
Section 3, and the same shall be thoroughly rototilled into the top six inches (6") of soil.
The results of the soils test shall form the actual soil amendment recipe. Any changes in
materials or quantities as a result of the soils test shall be approved by the Engineer.
After application of soil amendments and preparation of soil has been completed as
specified, the areas to be planted or seeded shall be finished graded to a smooth,
uncompacted grade. The Contractor shall fine grade so that proper drainage of the entire
planting area is assured. All rocks, soil lumps, and other deleterious materials larger than
one inch (1") shall be removed and the area raked smooth. After the soil amendments
have been installed, the Contractor shall again provide the services of the soil lab, to visit
the site and take samples, and the soil lab provide the Engineer with an additional soil
analysis report to confirm that the topsoils at the site have indeed been amended in
compliance with these Standard Landscape Specifications. The Contractor shall avoid
any compaction of the soils after amending and conditioning, and shall not permit
vehicular or equipment traffic over such areas. In the event of such compaction, the
Contractor shall be required to recultivate any areas thus compacted, at his own expense.
All soil preparation and planting operations shall be conducted under favorable weather
conditions only. Soil shall not be worked when excessively dry or wet, and the Engineer
reserves the right to stop any work taking place during a period when conditions are
considered detrimental to soil structure or plant growth.
7.3.6
Ground Surface treatments:
Mulch: Mulch shall be installed, 4" deep, as shown in Project Landscape Improvement
Plans and be approved by the Engineer, with weed barrier fabric installed underneath for
long term weed control.
Decorative Gravel: Decorative gravel shall be installed, 4" deep, as shown in Project
Landscape Improvement Plans and be approved by the Engineer, with weed barrier fabric
installed underneath for long term weed control.
Decomposed Granite Installation: Decomposed granite shall be installed, 4" deep, as
shown in Project Landscape Improvement Plans and be approved by the Engineer, both
to color and gradation. Upon thorough moisture penetration, compact aggregate
screenings to 95% relative compaction by compaction equipment such as : double drum
roller (2-4 ton) or single drum roller (1,000 lbs.) vibratory plate tamp. Do not begin
compaction for 6 hours after placement and up to 48 hours. Decomposed granite shall
be installed in two - 2" lifts compacted to a 4" depth. Each lift shall be wetted, rolled, and
compacted to 95% relative density. Installation of decomposed granite shall not occur on
rainy days. Contractor shall submit a five lb. sample of decomposed granite to the Project
Engineer for approval prior to delivery of material to the site. Remove and replace
decomposed granite paving that is damaged, defective, or does not meet requirements of
this section.
7.3.7
After all planting operations have been completed, and ground surface treatments have
been installed, the Contractor shall remove all trash, empty plant containers, tools, and
equipment used in this work, or any other debris accumulated by the work, from the site
of the work, and all scars, ruts, or other marks in the area caused by this work shall be
repaired at the Contractor's expense, and the ground left in a neat and orderly condition
throughout the site of the work.
Inspection for Starting of Turf & Planting Maintenance Period: The Contractor shall adjust
all remote control valves to close within 45 seconds to one minute upon shut-down from
the irrigation controller. Upon completion of the irrigation, turf, and planting work, when a
satisfactory stand of turf (between 2 and 3 inches high) has been established, and after
the first cutting, the Contractor shall notify the Engineer that the project is ready for
maintenance. The Engineer shall then schedule a pre-maintenance walk-through
inspection for the project and shall notify the Contractor and various City representatives,
including DOT & SBWR, as to the time and date. Upon inspection, if the Engineer finds
the irrigation, turf, and planting work complete and in compliance with the Project
Landscape Improvement Plans, the Engineer shall authorize the start of the maintenance
period. Written notice will be given the Contractor to inform him as to the starting date of
the maintenance period.
7.3.8
7.3.4 Tree? and Shrub?:
Location Staking: Each tree and shrub location shall be as indicated on the Project
Landscape Improvement Plans and shall not be in conflict with any existing utilities, utility
boxes, etc. Any and all plants improperly located shall be replanted in their proper
location at no additional cost to the City. Excavate holes by auger, unless otherwise
specified for particular situations. Before an augered hole is made, the top six inches (6")
of amended soil shall be removed and stockpiled at one side of hole. An augered hole of
the appropriate size shall be made to a depth of the container. The size of the auger shall
depend on the size of the plant container. The hole shall be broken in with a crowbar until
it is twice the width of the container, leaving the sides rough with no "auger slick". Break
up the bottom six inches (6") of soil prior to placing plant. The plant shall then be set in
an upright position in the center of the hole and the space around it backfilled with
planting mix so that a minimum of four inches (4") of amended soil is around the sides of
the root ball. Do not place organic matter beneath the plant's root ball. The plant shall be
set so that the root crown is 1/2" to 3/4" higher than average surrounding grade. Dispose
of balance of borings around plant in a manner that water is shed away from the crown or
trunk of plant. When the backfill around the plant is approximately two-thirds completed,
the plant shall be thoroughly watered, after which the backfill shall be completed to the
grade of the surrounding area. No boxed or canned trees shall be planted if the ball is
broken or cracked, either before or during the process of planting.
Tree Staking: All trees shall be provided with two (2) Lodge Pole Pine Stakes, as shown
on Project Landscape Improvement Plans. Tree stakes shall not be driven into the
rootball. The tree ties shall be ArborTies, or an approved equal, screwed to stakes in one
place, and located 1/3 of the distance down the trunk from the main fork or branches.
Soil Berm: In all planting areas (excluding turf), each plant shall have a soil berm
constructed around it to retain water. The soil berm shall be at least four inches (4") high
and shall have a minimum diameter of two feet (2") for shrubs and three feet (31) for trees.
Edaino: Each tree in turf areas shall have the turf removed in a 30" diameter ring from
around the tree trunk.
Pruning: Pruning shall be limited to a minimum necessary for removal of injured twigs
and branches, with approval from City Arborist.
Watering: Immediately after planting, each tree or shrub shall be thoroughly watered, and
the areas between soil berms shall be raked smooth.
Planting: A. Lift plants only from the bottom of the root balls or with belts or lifting
harnesses of sufficient width not to damage root balls. Do not lift trees by
their trunk or use the trunk as a lever in positioning or moving the tree in the
planting area.
B. Remove plastic, paper, or fiber pots from containerized plant material. Pull
roots out of the root mat, and cut circling roots with a sharp knife. Loosen the
potting medium and shake away from the root mat. Immediately removing
the container, install the plant such that the roots do not dry out. Pack
planting mix around the exposed roots while planting.
7.3.5
Ground Covers:
Planting Ground Covers: Planting shall take place in the existing prepared soil which
shall be moist and friable, never diy or wet and soggy. The moist condition shall extend
to the full depth of cultivation.
Spacing: The spacing of all ground cover plants shall be as indicated on the Project
Landscape Improvement Plans. They shall be planted in evenly spaced rows with
staggered triangular spacing and around the shrubs (to within one (1) foot) and trees (to
within eighteen (18) inches).
8.2.11 Coverage Test: Upon notification by the Contractor, the Engineer shall schedule a full
coverage test of the irrigation system. The coverage test shall include the entire site to
ensure that all irrigation systems are in operation and functional, including any City
maintained areas. Any discrepancies in the condition of the irrigation system between the
beginning of the maintenance period and the end of the maintenance period shall be noted.
The Engineer shall determine any repair work which shall be done prior to acceptance to
the Project.
B.2.12 Beneficial Occupancy: At the start of the Maintenance Period, a portion or all of the project
site shall be opened to the public for use. The Contractor and the City shall agree upon
responsibilities of the maintenance and repair of those facilities during the remainder of the
maintenance period.
8.2.13 One (1) Year Guarantee: Following the plant establishment period, the Contractor
shall provide a written warranty which guarantees all trees for one (1) year from date of
final acceptance of the contract. The Contractor shall replace any tree which has
died, and the tree replacement shall be the same size container as originally
designated on the Project Landscape Improvement Plans.
-END-
SECTION 8 - MAINTENANCE:
8.1 Description: The work includes: all items of work in preparation to the beginning of the
maintenance period; inspections prior to beginning, during, at two weeks prior to ending, and at
completion of the maintenance period, and any other items of work pertaining to the maintenance period.
8.2 Maintenance:
8.2.1 The maintenance period for the City Streetscape Project shall be a minimum of sixty (60)
calendar days or until all Public Tract Improvements required by Department of Planning,
Building and Code Enforcement to be provided by the Developer are ready for acceptance
by City, whichever is the later.
8.2.2
Work shall include, but is not limited to, all watering, weeding, fertilizing, cultivating,
spraying, cutting, and pruning necessary to keep the plant material in a healthy, growing
condition and to keep the planted areas neat and attractive in appearance throughout the
plant maintenance period. This work shall also include any additional watering by hand
which may be necessary. All plants shall be watered not less than twice a week. Each
watering shall be of such quantity as to provide optimum growth conditions. The Contractor
shall provide equipment and means for the proper applications of water to planted areas not
provided with an irrigation system.
8.2.3
Maintenance shall also include keeping all planting, paving, and curb areas throughout the
entire project site free from weeds, paper, glass, debris, and trash during the entire duration
of the contract. The Contractor shall clear the project site of all weeds, paper, glass, debris,
and trash a minimum of once a week.
8.2.4 Trees. Shrubs and Ground Covers: Shall be watered, pruned and sprayed as required to
assure a vigorous, thriving condition from day of planting to end of maintenance period.
Only natural pruning techniques are to be employed unless specific permission is obtained
from the Engineer lo allow hedging to be performed on the plant materials. Weeds shall be
removed during this period.
8.2.5
Should the Contractor fail, be neglectful, or be negligent in furnishing the required
maintenance and/or maintaining the project site, the City may maintain these facilities. The
City shall charge the Contractor the cost for providing the required maintenance by
deducting this cost from the periodic progress payments due the Contractor as these costs
are incurred by the City.
8.2.6 Turf: Shall be watered, re-seeded/re-sodded, edged, mowed and kept weed free as
required to assure a neat appearance and a healthy and vigorous growth from day of
seeding/sodding to end of maintenance period. The first mowing shall not be done until the
grass is generally at least two (2) inches, but less than three (3) inches, high. For the first
mowing and all subsequent mowings, the mower shall be set to cut at a height of 1-1/2
inches.
Subsequent mowings, as required, shall be done before the grass is three (3) inches high.
Grass clippings for all mowings shall not be allowed lo lie after mowing. A grass catcher
shall be used on the mower, and grass clippings shall be collected and discarded off site.
At two weeks prior to the end of the maintenance period, the Contractor and the City shall
agree upon, and the City shall take control of the irrigation scheduling. The Contractor shall
not do any "hand watering" or in any way adjust the irrigation schedules during this two
week period. If any problems or questions arise, the Contractor shall contact the Engineer
for a determination of proper action. Just prior to the end of maintenance period, Contractor
shall cut all grass, weed all beds, and generally put the whole work in first-class condition.
8.2.7 Additional Fertilizers during Maintenance Period: Immediately following the first mowing of
the turf, all turf areas shall be fertilized with a soluble nitrogen fertilizer appropriate for the
season, e.g. 16-6-8 at manufacturer's recommended rate. Reapplication of fertilizer shall
take place after the first application on the maintenance period, as required by the
manufacturer.
8.2.8 Guarantee and Replacement: Prior to and during the plant establishment period, should the
appearance of any plant material indicate weakness and probability of dying, in the
Engineer's opinion, that plant shall be replaced immediately by the Contractor, at his own
expense. Replacements shall be made in the same manner as specified for the original
planting. At the end of the plant establishment period, all plant material shall be in a healthy
growing condition. Any plant material replaced within the last thirty (30) days of the plant
establishment period must be maintained by the Contractor for thirty (30) days from the date
of replacement. The Contractor shall guarantee a weed free, even stand of the lawn grass
(with 95% coverage) of the varieties specified. If such stand does not develop as a result of
the first seeding, the Contractor shall re-seed and care for thin spots until an even stand
with 95% coverage is produced.
Santa C l a r a Valley T r a n s p o r t a t i o n A u t h o r i t y
NO EXCEPTION T A K E N
M A K E CORRECTIONS NOTED
AMEND AND RESUBMIT
A n y action shown above is subject to the terms o f
the contract and does not relieve the c o n t r a c t o r
of any of its obligations u n d e r the contract
8.2.9 Weed Control: Weed control herbicides, including pre-emergent herbicides, in addition to that
which is specifically required elsewhere, may be applied to planted areas at no expense to
the City if the Engineer deems it necessary. Type of herbicide to be used and method of
application shall be approved by the Engineer.
8.2.10 Backflow Inspection: The Contractor shall perform a "Reduced Pressure Principal" test and
maintenance report by a certified tester on an annual basis after the initial certification by
the water company. The annual test shall be performed by the Contractor until final
acceptance by the City. If the project is scheduled for final acceptance prior to the one year
anniversary of the initial certification, then the Contractor shall provide a test and
maintenance report two weeks prior to final acceptance or as directed by the Engineer.
DESIGNED BY
SkapskS/"
J KEENAN
^
O
DRAWN BY
B HANSON
CHECKED BY
\r\\^TtYY\lir*K'
l J l I i II I I l o t x
Herzog
W ARATA
IN CHARGE
READY FOR CONSTRUCTION
R BARLAAN
DATE
20120905
Anil
Verma
Associates,
1S7D a-oodwrs Suite 525 Oakland. CA ?'£!2
Pmrc /ft10)^-2537, Ffle (510) £25-2339
m i
I
7
Inc.
APPROVED
cMO
T-Y-UN INTERNATipNAL
TA
SILICON VALLEY
BERRYESSA ROAD
CADD FILENAME
C700-S-LJ-L402.DW G
SCALE
NTS
D
C700
STANDARD LANDSCAPE SPECIFICATIONS
FOR CITY STREETSCAPE PROJECTS
BART SIUCON VALLEY BERRYE5SA EXTEN3IOM
SHEET 3
OF 3
Yk//
Date:
SIZE
A Joint Venture
isn
C o n t r a c t No.: _
LINE, TRACK, STATIONS AND SYSTEMS
1436 California Circle
Milpitas, California 95035
Lookwaod, Andrews
I, Inc.
i n c l u d i n g design and detailing.
AREA CODE SHEET NO.
LJ
L402
PAGE NO.
119