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475 Aviation 61vd. •Suite 120 •Santa Rosa, CA 95403 • 707-576-1322
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PROJECT START:
PROJECT END:
GEN. CONTRACTOR:
SUPERINTENDENT:
UNDERGROUND
CONTRACTOR:
FOREMAN:
SEWER PIPE TYPE:
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MANUFACTURER:
SEWER FITTINGS
MANUFACTURER:
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M.H. MANUFACTURER·
WATER P!pE TYPE·
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MANUFACTURER:
INDEX
SHEET NO.
OF
DWG NO.
2
G-2
ABBREVIATIONS, LEGEND & GENERAL NOlES
3
G-3
SCHEMATIC PLAN & PROFILE
4
C-1
SHEET LAYOUT & SURVEY CONTROL PLAN
5
c-2
PLAN & PROFlLE
(STA.1o+15 TO STA.12+30)
6
C-3
PLAN & PROFlLE
(STA.12+30 TO STA.15+05)
7
C-4
PLAN & PROFlLE
(STA.15+05 TO STA.18+00)
8
C-5
CROSS SECTIONS
9
C-6
EROSION CONTROL & SURFACE RESTORATION PLAN
WATER SERVtCE TYPE·
10
C-7
CIVIL DETAILS 1
MANUFACTURER
11
C-8
CIVIL DETAILS 2
12
M-1
FlLL LINE TIE-IN, CONTROL VAULT & PIPING PLAN
13
M-2
MECHANICAL SECTIONS
14
M-3
MECHANICAL DETAILS
15
E-1
ELECTRICAL SYMBOLS & ABBREVIATIONS
16
E-2
ONE LINE DIAGRAM & PANELBOARD SCHEDULES
17
E-3
TELEME'IRY PANEL ELEVATION & BACKPAN LAYOUT
18
E-4
lELEMETRY PANEL ELEMENTARY DIAGRAMS
19
E-5
ELEC'IRICAL SllE PLAN
20
E-6
TYPICAL ELEC'IRICAL DETAILS 1
21
E-7
TYPICAL ELECTRICAL DETAILS 2
22
1-1
INSTRUMENTATION SYMBOLS & ABBREVIATIONS
23
1-2
VAL VE & MElER P&ID
FIRE HYDRANT JYpE·
MANUFACTURER:
INSPECTOR·
CONSTRUCTION
MANAGER·
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ADDITIONAL INFO:
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BEFORE EXCAVATING
CALL U.S.A.
UNDERGROUND SERVICE ALERT
800-227-2600
TWO WORKING DAYS BEFORE ALL
PLANNED WORK OPERATIONS
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CONTRACT NO.
C01951
SHEET
1
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FILE NO. 2015-0013
ABBREVIATIONS
AB
Af:.
Af:.P
ADA
ADPT
AGG
ALUM
APN
APPROX
MN
BFPD
BLDG
BM
BO
BV
BW
B&R
c
CAV
CB
CBC
CCP
CDF
CHK
~
CL
CL
CLR
CMP
CMPA
co
COAX
CONC
CONO
COTG
CP
CPLG
CR
CSP
CTR
CY
C/C
C&G
DBL
DET
01
DIA
DIP
DR
OS
OWG
D/W
E
(E)
EC
ECC
EFFL
EG
EL
ELEC
ELL
EP
ESMT
EW
EX
EXIST
fC
FCA
FES
FF
FG
FH
I[
FL
FLG
FLSO
FLEX
FM
Vl
~
0
z
N
0
in
~
FRP
FT
FTG
GALV
GB
GPM
GRD
GSP
GV
HB
HOG
HOPE
HP
HPG
HWY
ICV
ID
INV
IP
IPS
IRR
ISA
JP
JT
L
L
LEDS
LF
LMH
AGGREGATE BASE
ASPHALT CONCRETE
ASBESTOS CEMENT PIPE
AMERICANS WITH DISABILITIES Af:.T
ADAPTER
AGGREGATE
ALUMINUM
ASSESSORS PARCEL NUMBER
APPROXIMATE
AIR RELEASE VALVE
BROWN FARM POND DRAIN
BUILDING
BENCHMARK
BLOWOFF
BUTTERFLY VALVE
BOTTOM OF WALL
BREWE & RACE
CLOSED
COMBINATION AIR & VAf:.UUM RELEASE VALVE
CATCH BASIN
CAUF'ORNIA BUILDING CODE
CONCRETE CYLINDER PIPE
CONTROLLED DENSITY FILL
CHECK
CENTERLINE
CENTERLINE
CLASS
CLEAR
CORRUGATED METAL PIPE
CORRUGATED METAL PIPE ARCH
CLEANOUT
COAXIAL CABLE
CONCRETE
CONDUIT
CLEANOUT TO GRADE
CONTROL POINT
COUPLING
CURB RETURN
CORRUGATED STEEL PIPE
CENTER
CUBIC YARDS
CENTER TO CENTER
CURB AND GUTTER
DOUBLE
DETECTOR
DROP INLET
DIAMETER
DUCTILE IRON PIPE
DRIVE
DOWNSTREAM
DRAWING
DRIVEWAY
ELECTRICAL
EXISTING
END HORIZONTAL CURVE
ECCENTRIC
EFFLUENT (SEWER)
EXISTING GROUND
ELEVATION
ELECTRICAL
ELBOW
EDGE OF PAVEMENT
EASEMENT
EACH WAY
EXISTING
EXISTING
FACE OF CURB
FLANGED COUPLING ADAPTER
FLARED END SECTION
FINISHED FLOOR
FINISHED GRADE
FIRE HYDRANT
FLOWUNE
FLOWUNE
FLANGE
FLOWUNE OF SIDE OPENING
FLEXIBLE
FORCE MAIN (PRESSURE)
FIBERGLASS REINFORCED PLASTIC
FEET
FOOTING
GALVANIZED
GRADE BREAK
GALLONS PER MINUTE
GROUND
GALVANIZED STEEL PIPE
GATE VALVF.
HOSE BIBB
HOT DIPPED GALVANIZED
HIGH DENSITY POLYETHYLENE
HIGH POINT
HIGH PRESSURE GAS
HIGHWAY
IRRIGATION CONTROL VALvt.
INSIDE DIAMETER
INVERT
IRON PIPE
IRON PIPE SIZE
IRRIGATION
INTERNATIONAL SIGN ASSOCIATION
JOINT POLE
JOINT TRENCH
ARC LENGTH
LENGTH
LAGUNA EFFLUENT DISPOSAL SYSTEM
LINEAL FEET
LLANO MANHOLE
LEGEND
LP
LT
LOW POINT
MAX
MAXIMUM
MANUFN:.TURE
MILLION GALLONS
MANHOLE
MINIMUM
MISCELLANEOUS
MECHANICAL JOINT
MEAN SEA LEVEL
NORTH
NUMBER
NOT APPLICABLE
NOT IN CONTRACT
NATIONAL PIPE THREAD
OPEN
ON CENTER
OUTSIDE DIAMETER
OVERHE/lJJ
OUNCE
PORTLAND CEMENT CONCRETE
PLAIN END
PAD GRADE
POST INDICATOR VALVE
PROPERTY LINE
PAVING NOTCH
POWER POLE
PRESSURE REDUCING VALVF.
POUND PER SQUARE INCH
PRESSURE SUSTAINING VALVE
PUBLIC UTILITY EASEMENT
POLYVINYL CHLORIDE
PAVEMENT
PUBLIC WATER EASEMENT
RADIUS
RELATIVE COMPACTION
RE1NF'ORCEO CONCRETE BOX
REINF'ORCED CONCRETE PIPE
ROAD
ROOF DRAIN
REDUCER
REFERENCE
REMOTE SUPERVISORY CONTROL
RIGHT
RECLAIMED WATER
RIGHT OF WAY
SEBASTOPOL
SLOPE
SUPERVISORY CONTROL & DATA Af:.QUISITION
SCHEDULE
STORM DRAIN
STORM DRAIN CATCH BASIN
STORM DRAIN CLEANOUT
STORM DRAIN DROP INLET
STORM DRAIN EASEMENT
STORM DRAIN MANHOLE
SEWER EASEMENT
SEE ELECTRICAL DRAWINGS
SQUARE FEET
SEE LANDSCAPE DRAWINGS
SEBASTOPOL MANHOLE
SUP ON FLANGE
SIDE OPENING (SO)
SPECIFICATION
STAINLESS STEEL
SANITARY SEWER
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STREET
STATION
STANDARD
STEEL
SERVICE
SQUARE YARDS
SIDEWALK
TANGENT
TANGENT
TOP OF BOX
TOP OF CURB
TEMPORARY CONSTRUCTION EASEMENT
TOP OF DIKE
TELEPHONE
TEMPORARY
TOP OF FOUNDATION
TOP OF GRATE
THREADED
TOP OF WALL
TYPICAL
UNDER FLOOR FINISHED GRADE
UNLESS NOTED OTHERWISE
VERTICAL CURVE
VITRIFIED CLAY PIPE
WATER
WATER METER
WELD NECK FLANGE
WATER SURFACE
WEIGHT
WATER VALVE
DEGREES
MINUTES
SECONDS
DaTA
AND
AT
NUMBER
POUNDS
PERCENT
MFR
MG
MH
MIN
MISC
MJ
MSL
N
NO
NA
NIC
NPT
0
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OD
OH
oz
PCC
PE
PG
PIV
~
PN
pp
PRV
PSI
PSV
PUE
PVC
PVMT
PWE
R
RC
RCB
RCP
RD
RD
RED
REF
RSC
RT
RW
R/W
$
$
SCADA
SCH
SD
SDCB
SDCO
SDDI
SOE
SDMH
SE
S.A.D.
SF
S.LD.
SMH
SOF
so
SPEC
SS
SS
ssco
SSMH
ST
STA
STD
STL
SVC
SY
S/W
T
TAN
TB
TC
TCE
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TEL
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TF
TG
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GENERAL NOTES
.
1.
LINES
EXISTING BOUNDARY · . . . . . . . . · . . . . ·
EXISTING PARCEL · . . . . . . . . . . . . · .. ·
CENTER
. . . . . . . . . . · .. · . . . . ·
EASEMENT
----- -
- - ----
ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF SANTA ROSA
STANDARD PLANS, THE CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, THE SPEOAL
PROVISIONS FOR THIS PROJECT AND THE STATE STANDARD SPEOFICATIONS AND STANDARD PLANS.
CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT.
THE
2. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 NO LESS THAN
2 WORKING DAYS PRIOR TO ANY EXCAVATION FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES IN
ACCORDANCE WITH SECTION 8-1.10 OF THE SPECIAL PROVISIONS.
· . . . . · · · .. · · .... · .. ·
3. THE LOCATIONS OF UNDERGROUND UTILITIES AND OTHER OBSTACLES SHOWN ON THE PLANS ARE BASED
UTILITY & TOPOGRAPHY
EXISTING
PROPOSED
!QI
DROP INLET
DROP INLET
ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL POTHOLE AND DETERMINE THE EXACT
LOCATION OF ALL POTENTIAL CONFLICTS IN ACCORDANCE WITH U.S.A. LAWS AND THESE SPECIAL
PROVISIONS AND THE STANDARD SPECIFICATIONS. IF ANY UNMARKED UTILITIES ARE ENCOUNTERED, OR IF
UNABLE TO LOCATE A MARKED UTILITY AFTER POT HOLING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER OF THAT UTILITY AND THE CITY ENGINEER.
WITH
•
SIDE OPENINGS
BE
i°5
THE CONTRACTOR SHALL
INVF.STIGATE THE SITE AND BE AWARE OF LIMITED CLEARANCES UNDER OVF.RHEAD UTILITY LINES AND LOW
HANGING TREE BRANCHES. THE CONTRACTOR'S TRUCKS AND EXCAVATION EQUIPMENT SHALL BE SIZED SO
THAT OVERHEAD WIRES AND TREE BRANCHES ARE NOT DAMAGED.
• ~s:
7.
STD
IRRIGATION CONTROL VALVF. BOX
& SERVICE
FIRE HYDRANT
& SERVICE ASSEMBLY
co
.........
THE CONTRACTOR SHALL ONLY REMOVF. EXISTING TREES OR SHRUBS AS NOTED ON THE PLANS OR AS
D!REC1ED BY THE ENGINEER.
8. FOR CLARITY OF EXISTING SUBSURFACE CONDITIONS, NOT ALL CROSSWALKS, STOP BARS, OR EXISTING
PAVEMENT MARKINGS ARE SHOWN ON THE PLANS. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS AND
PAVEMENT MARKINGS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED PER
COUNTY STANDARDS. PATCHING OF DAMAGED MARKINGS WILL NOT BE ALLOWED l'f!THOUT PRIOR
APPROVAL FROM ENGINEERING.
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WATER MAIN, GATE VALVF.,
CROSS & ELBOW
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SEWER LATERAL &
CLEANOUT
CITY PERSONNEL AT All TIMES.
6. Ovt.RHEAD UTILITY SERVICE DROPS ARE NOT SHOWN ON THE PLANS.
STD
co
TO
THE CONTRACTOR SHALL
COORDINATE WITH THE CITY ENGINEER 10 WORKING DAYS IN ADVANCE FOR REFERENCING OF EXISTING
MONUMENTS TO BE DISTURBED. THE CONTRACTOR SHALL RECONSTRUCT DISTURBED MONUMENTS IN
ACCORDANCE WITH CITY STANDARD 280.
~
STD
SEWER MAIN, MANHOLE
& CLEAN OUT
ACCESSIBLE
5. THE CONTRACTOR SHALL PROTECT AND PRESERVE CITY MONUMENTS.
SDMH
24"SD
STORM DRAIN, MANHOLE
& CATCH BASIN
4. All SE\\£R MANHOLES, MAINLINE CLEANOUTS AND WATER VALVES lHAT ARE ON ACTIVE SYSTEMS SHALL
SINGLE WA1ER SERVICE
(SEE PLANS FOR SIZE)
III STD 863 & 889
STD 864
DUAL WATER SERVICE
(SEE PLANS FOR SIZE)
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TREE LEGEND, ABBREVIATIONS AND SYMBOLS
4-SOAK
4• &
BOAK
8"
8"
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BAY
LOAK
OAK
BAY
UVf. OAK
OAK
OAK
PINE
V.OAK
PINE
VALLEY OAK
W.OAK
WHITE OAK
D.
TREE OR TREES TO BE SAVED /PROTECTED
:l8{
TREE OR TREES TO BE REMOVF.D
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STD 859
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TEMPORARY BLOWOFF,
REDUCER & TIE-IN
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SYMBOLS
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ELECTRICAL CONDUIT & BOX
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NOTES
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ADJACENT UTILITIES NOT SHOWN FOR CLARITY
2. LOCATION ANO ARRANGEME!llf OF UTILmES IS APPROXIMATE
VALVE NUMBER
VALVE SIZE / TYPE
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BHOIHI/ FARU PONO
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NEW 18"
NEW 18"
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BUTTERFLY
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NEW 12"
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VAJ..VE
V/'Ll/E
VALVE
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CLOSED
CLOSED
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POND DRAINING (PRESSURE)
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CLOSED
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OPEN
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BYPASS EFFLUENT DISPOSAL
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CONTRACT NO.
mt1NK SEWER
C01951
SHEET
3
OF
23
FILE NO. 2015-0013
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UNE NO.
BEARING
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N73"43'22"E
255.63'
L2
S83'46'38"E
10.00'
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10.00'
L4
S27'15'31"E
354.06'
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35.00'
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135.32'
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12
1906912.675 6335897.560
520_ PK NoD (City Fite 2003-00118)
91.35
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1912426.133
6334036. 763
52.0_ PK Nati (City File 2003-0066)
74.61
22
1914502.• 641
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90.73
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1909330.413
6335623.819
520_ SET PK Nail
83.32
52
1909098.9138 6335706.120
520_ SET PK Naff
87.92
53
1909267.910
6335373.022
524_ SET SPIKE (600}
77.85
54
1909468.105
6335150.603
524_ SET SPIKE (BOD)
9$.50
61
1908951.034
6335920. 085
5241,.. SET Spike (BOD)
90.65
62
1909665.071
6335262.822
524_ SET Spike (800)
95.60
BASIS OF BEARING
30'
0
30'
60'
BETWEEN CONTROL
POINTS 12 AND 16
BEARING N2754'29"W
DISTANCE 3975.63'
SCALE IN FEET
1" "' JO' Fl:.
BENCHMARK
CONTROL POINT 12 (PK NAIL AND SHINER)
IN PAVEMENT AT INTERSECTION OF DOYLE
ROAD AND LLANO ROAD.
CONTRACT NO.
C01951
ELE\IATION 91.35'
SHEET
4
OF 23
FILE NO. 2015-0013
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CONTRACT NO.
C01951
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LEGEND
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SILT FENCE, PER DETAIL
SHEET 10
FIBER ROLL SWALE CHECK,
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SHALE DRlllEWAY,
PER DETAIL SHEET 10
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APN 060-060-059
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CONCRETE SI.AB,
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PER DETAILS SHEET 10
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NOIES
1. UNDERGROUND UTILITIES NOT SHOWN FOR CLARl1Y,
SEE PLAN AND PROFILE SHEETS 5 TO 7.
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__{ SEE SHEET 4 F'OR DETAILS-
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l\LL DISTURBED GROUND SURFACE WITHIN THE
PROJECT LIMITS Of' WORK THAT DOES NOT RECEIVE
AC OR SHALE SURFACING SHALL BE HYDROSEEDED
IN ACCORDANCE WITH THE SPECIAL PROVISIONS.
4. SEE SPECIFICATIONS SECTION 14 fOR INFORMATION
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. ' .' ','
I
:-~ 1'
,,z
(/-' l'-.f'-'
APN 060-060-044
15
0
15
SCALE IN FEET
1· - 15
"'
'.--,
Ft.
~
J
"
~<
- ~7'.;;·
/:->.-~/ .-f:-.:~;;)
::'/
TREE PROTECTION NOTES
STEEL END CAP
NOTES
NOTES
1.
PROVIDE 2-1 /2" DEEP SAWCUT EXPANSION JOINTS AT THE LOCATIONS SHOWN ON THE Pl.ANS.
I.
PROVIDE 1-1 /2" DEEP SAWCUT EXPANSION JOINTS AT THE LOCATIONS SHOWN ON THE Pl.ANS.
2.
SAWCUlTING SHALL BE PERFORMED WrrNIN 12 HOURS OI' CONCRETE PLACEMENT.
2.
SllWCUTilNG SHi\Ll BE PERFORMED WITHIN 12 HOURS OF" CONCRETE PLACEMENT.
3• ClR
{14 BARS AT 16" ON CENTER
EACH WAY TOP AND BOTTOM._.."'=:-~
fl4 BARS AT 16" ON CENTER
EACH WAY CENTERED IN SL.AB
: ,. . . .,.
FINISHED GRADE, SEE
SHEET 9 - EROSION
CONTROL &: SURFACE
RESTORATION PLAN
--c--r I
...,-r11 11n~~11-~ 111~ 11
.
•
.
•
. 4
'b
4
'
FINISHED GRADE. SEE
SHEET 9 - EROSION
CONTROL & SURFACE
RESTORATION PLAN-
I
~-r r:= =i n~-11
•
•.&
--=1 I l==I I 1--
.....
4' STD SCH NO. 40
STEEL POST
2• CLR
I
=J ,11-1
3"CLR
--s•
GRA\/El
.
@
12
NOT TO SCALE
3.
ALL PRUNING SHAU. BE DONE ACCORDING TO ISA OR NM STANDARDS, BY QUALIF1£D PERSONNEL
PRUNING SHALL BE DONE BY !SA CERTIFIED TREE WORKERS OR CERTIFIED ARBORISTS, OR UNDER
THE DIRECT SUPERl/ISION Of A CERTIFIED ARBORIST.
4.
PRUNING FOR HAZARD REDUCTION SHALL INCLUDE: THE REMOVAL OF DEAD BRANCHES OR STEMS
3 INCHES IN DIAMETER OR LARGER, BROKEN, WEAKLY-ATI'ACHED OR CROSSING BRANCHES•
PRUNING FOR CONSTRUCTION CLEARANCE SHi\Ll BE THE MINIMUM NECESSARY FOR THE SAFE
OPERATION OF EQUIPMENT AND CONSTRUCTION ACTMTIES. BRANCHES SHALL BE CUT llACK TO
APPROPRIATE SIZED LATERAl..S OR THE PARENT STEM. NO STUBS, BROKEN ENDS, FLUSH CUTS,
OR WOUNDS ON TRUNKS OR BRANCHES ARE ACCEPTABLE •
·
BOOT pROIECI!Qlll
. •. ' ...
I·
-..;:::,..-2-#4
i------il
CONCRETE PUMP SLAB
ANY PRUNING SHAU. BE THE MINIMUM NECESSARY TO ACHIEVE HAZARD REDUCTION AND PUBLIC
SAl'ElY, CONSTRUCTION CLE'ARANCE, AND TO IMPROVE TREE HEALTH.
. ..
2" SAND
2" SAND
2-#4 BARS
CONTINUOUS
2.
'·· .
11
- - - 6 " GRAVEL
I.
AT NO TIME Will PARKING, STORAGE OR HANDLING Of MATERIALS, OR VEHICULAR ACCESS BE
ALLOWED WITHIN THE DRIPLINES OF TREES WrTHOUT WRITTEf\I PPROVAL OR PRESENCE OF THE
PROJECT ARBORIST.
CONCRETE SI.AB
"'
1•_ 0 •
1.
BARS
CONTINUOUS
1r;.l~z
"'jS!
MIN
VALVE ACTUATOR CONCRETE SLAB
FIXE;P PIPE BQLLARD
NOT TO SCALE
NOT TO SCALE
5.
WHERE REPEATED OPERATION OF EQUIPMENT MUST OCCUR IMMEDIATELY ADJACENT TO PROTECTED
TREES, THE SUPERVISING ARSORIST MAY REQUIRE THAT A 6-INCH LAYER OF WOOD CHIPS OR
COARSE MULCH BE SPRE:AD TO PREVENT SOIL COMPACTION WITHIN TREE R001ZONES.
6.
If' ROOTS LARGER THAN 1 INCH IN DIAMETER ARE ENCOUNTERED DURING GRADING OR TRENCHING,
THE¥ SHOULD BE CUT CLEANLY ACROSS THE FACE OF '!HE ROOT WITH A SHARP SAW, PAST ANY
DAMAGED PORTION.
7.
IN AREAS WHERE ROOTS ARE ENCOUN'!ERED AND BACKFILL WILL BE PLACED, ROOTS SHOULD BE
LEFT EXPOSED AS SHORT A TIME AS POSSIBLE TO AVOID ORVING OUT.
MmGA,TIQN
!l.
GATE FRAME (TYP)~
..
g
AT THE COMPLETION Of CONSTRUCTION ACTMTIES THERE MAY BE AREAS AROUND PROTECTED
TREES THAT REQUIRE TREATMENT TO INSURE f'UTURE TREE HEALTH. AREAS WHERE SOil HAS
BECOME COMPACTED SHALL BE LOOSENED. WHERMR POSSIBLE IN DISTURBED AREAS, A LAYER
Of ORGANIC MULCH SHALL BE PLACED UNDER TREE CANOPIES.
fk..
/CRANE BOLT GUIDE
~
BRACKETS (TYi')
>-
Q'.)
10'-0" (MAX)
8"-1Cf DIA
z
Vi
5
0
TOP RAIL, 1-5/B"w
''
I
LOCK PIN:
L = 5'"
" - 3/4"
(TYi' OF 4)
(SEE NOTE 3)1---..!.
SLEEVE (TYi')
1/4"
1. PRO\/!DE 12"f FOOTINGS AND
GAl.VANIZID l'!Pi!S FOR CRANE
eot.'TS 10 SECURE ~ACH GA'Ii:
LEAF IN '!HE OPEN POSITION.
2. INSTALL CRANE
OU'!EIOE
LOCK PIN CYLINDER:
L
2 1/4"
l.D.
(YI'
1. CROSS BARS illl.JllQI
II
11
ON
1.
TYPICAL LINE FENCE DETAIL
GET 'llEIJlED TO POST,
ONLY PIN CYUN!)!RS
2. INSTALL 4 FEET
ABOVE GROUND
3. CON'IRACTOR SHAU.
SUPPLY .2 SINGLE
LOCI< PINS AND 2
DOUBLE LOCI< PINS
4" DIAMETER
CORNER POST
CLAMPS TO SUIT
TYPE OF POST USED
DOUBLE
LOCK
PIN
FRONT VIEW
10·-o
'
Fl6ER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE
STAKING OF THE ROLL IN A TRENCH, t' -4" DEEP, DUG ON A "If
PATTERN INTO THE SIDES AND BOTI'OM Of THE SWALE. RUNOFF
MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. COVER
THE FIBER ROLL IN THE: FLOWUNE OF' THE SWALE WITH 3/4" CLEAN
DRAIN ROCK TO PROVIDE AOOITIONAL FILTERING.
' '
~.I
GATE LOCK DETAIL
SLIDE FABRIC OllER "T-POSr' AND INSTALL METAL TIE WIRE AT TOP OF POST.
NOT TO SCALE
I ·- ~
µll
EMBED FIBER
..
z
(.)
0
NOTES
1.
SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2.
INSPECT AND REPAIR FENCE AFTER EACH STORM E\IENT AND REMOVE SEDIMENT WHEN
NECESSARY. 9• (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT.
3.
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT Off-Sll'E: AND CAN BE PERMANENTLY STABILIZED.
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
u
END,
OR
PULL CORNER.
POST
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST
SECTION 1
PANEL ASSEMBLY
PULL POST ASSEMBLY SIMILAR
TYPICAL DETAIL TRUSS ROD TIES
ANGLE STAKE TOWARD
PREVIOUS FIBER ROLL
TO PROVIDE TIGHT FIT
ROLL z•-4•
MIN INTO SOIL
CORNER OR END
GROUND LINE
'.".
ADD TRUSS ROD FOR
PULL POST ASSEMBLY
"
'/ , /
·.//;'.v
@
NOT TO SCALE
1•x1• WOODEN STAKE
OR REBAR DRIVEN
THROUGH FIBER ROLL
( 4' MAX SPACING)
FLAT BAR AS
REQUIRED TO
ESTABLISH
ALIGNMENT
~'-~
V/v
UGHlWEIGHT 5-1/2' HEIGHT STANDARD FORM QUAU1Y "T-POSl" PLACED
/JS NEEDED. (POST SPACING 10' MAXIMUM).
TREE PROTECTION FENCE
GROUND LINE
PLAN VIEW
@
0
FIBER ROLL SWALE CHECK
3/8"" TRUSS ROD
GATE POSTS
TREE PROTECTION FENCING, COLOR-ORANGE OR RED.
1URNBUCKLE
OR TIJRNBUCKLE
60TTOM OF FENCE
(!)
TOP RAIL 1-5/8"!1
_......-2"x3/8" F'LllT BAR TIGHTENER
CROSS BllRS SHALL BE
OF EQUAL LENGTH
BETWEEN 1"fl) HOLES
II
NOTE
~ !.10·~
CD
OR SEALED
ROLLER
BEARING
TYPE HINGE
NOTES
~TS
@
""
4•~ CORNER POSTS
3-1/2"!.> LINE POSTS
ALL GA'IE LEAVES.
CRANE BOLT DETAIL
l:---ll-4... CYLINDER
(TYi' OF 3)
"· ----1•x1• STAKE
'~Y
3'-41 oc
NOTES
FILLET WELD ALL
AROUND (TYi') -...__,
¢
BOTTOM REINFORCING WIRE
II
t--+- 3/8"- (TYP)
1'-0"'
=
= 1"
a::
•/;,~/~·:
iio
2 1/2"GALV. PIPE
·4
w
/.'·
/>:>~:>'.::;<~-5-;~~'~:.:~-~·
b
~
(.)
(fJ
NOTES
l OPENllllG PER PLAN
L/2
GATE FRAME
TOP RAIL
1-5/8"¢
1-5/B"t>
GATE
LOCK
SEE
FENCE NOTES
EB
-
3-1 /2"¢ LIME POST
1.
CHAIN LINK FENCE WITER!AI... POSTS, AND
HARDWARE SHALL BE HOT-DIP GALVANIZEO.
2.
GALVANIZING WHICH IS DAMAGED DUE TO FlELD
WELDING OR CUTTING SHALL 9E TOUCHED UP
WITH BRITE ZINC OR APPROVED TOUCH UP
PRODUCT MEETING ASTM-A780 FOR CORROSION
PROTECTION.
3.
PROVIDE HOLDING CATCHES (GATE STOPS) BOTH
SIDES FOR OPEN POSITION, SEE CRANE BOLT
DETAIL.
4.
WHEN GATES ARE INSTALLED AOJACEf\IT TO
CORf\IER OR END PANELS,_ INSTALL TRUSS RODS
AS IN PULL POST ASSEMttLIES.
=
1.
'lliE FIBER ROLLS SHALL BE PLACED ON SLOPE CONTOUR OR AS
SHOWN ON THI:: PROJECT Pl.ANS.
2.
FIBER ROLLS TO BE PLACED IN A ROW WITH THE ENOS TIGHTLY
ABUTllNG. USE STRAW, ROCKS, OR flLTER FABRIC TO flll GAPS
BE'IWEEN THE f19ER ROLLS AND TAMP THE BACKFILL MATERIAL TO
PREVENT EROSION OR FLOW AROUND FISER ROLLS.
)-.,...,.,;,r-s71i10•
(3m) MAXIMUM SPACING WITH
WIRE SUPPORT FENCE
5' (1.!lm) MAXIMUM SPACING WITHOUT
WIRE SUPPORT FENCE
FIBER ROLL
NOT TO SCALE
STEEL OR WOOD POST
30' (760mm)
PONDING HEIGHT
FLOW
3/4" (20mm)
If (150mm}
MIN DRAIN ROCK
9" MAX
Fl.OW
STANDARD END PANEL
STAf\IDARD END PANEL
GROUND LINE
6-5/8"- GA TE POSTS
CRANE
BOLTS
SEE
EB
6-5/6"0 GATE POSTS
-
I!{' SHALE DRIVEWAY SURFACING COMPACTED
-I
l-12·(!)
TO 90% REl.ATIVE COMPl\CllON
EXISTING GROUND~" " " "
,, '-·-
_,
,-_,,_,,,
DOUBLE PANEL GATE DETAIL
(150 X 150mm)
TRENCH WITH COMPACTED
BACKFILL OR DRAIN ROCK
TRENCH
-"'
STORAGE HT
(225mm)
INSTALLATION
WITHOUT TRENCHING
SECURITY FENCf; AND GATE DETAILS
DRIVEWAY SURFACING
SJLT FENCE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CONTRACT NO.
C01951
SHEET
10
OF 23
FILE NO. 2015-0013
NOlES
MIN REQUIRED BEARING AREA IN SF PER 100 PSI TEST PRESSURE •
PlPE
SIZE
SOIL ~ING
HARNESS
TEES &:
BLOCKS •• DEAD ENDS
CAf'/>C
st~os
45'
BENDS
22
itz
1. THRUST BLOCKING SHALL BE INSTALLED
PER CllY STD-854 AND AS INDICATED IN
THIS DETAIL
BEN S
F'OR PIPE SIZES 12• AND UNDER REFER TO CRY STD-854
..
2. THRUST BLOCKS SHALL BE INSTALLED
Hf
100D
3D
30
42
23
12
24"
1000
53
53
74
40
21
BEHIND ALL TEES AND ELBOWS
REGARDLESS OF OTHER REQUIRED JOINT
RESTRAINT METHODS UNLESS OTHERWISE
DIRECTED OR APPROVED BY Tl-IE ENGINEER.
3. SAFE BEARING LOAD OF' SOIL l'OR
HORIZONTAL THRUST SHAl..L NOT BE
EXCEEDED.
• MULTIPLY NO. IN TABLE BY TEST PRESSURE & DMDE BY 100.
.,. BFARING AREA BELOW BOTTOM OF TRENCH AGAINST UNDISTURBED
GROUND PER CllY STD-651.
REMOVE EXISTING PIPE MID
CONCRETE FILL, MODIFY MANHOLE
TO ACCOMOOATE NE\11 PIPE
CONCRETE THRUST BLOCKING
EXISTING ABANDONED
24" SS (VCP) Flu.Ell
WITH CONCRETET::>. •
. .
.,
'
,,
NOT TO SCALE
'
EXISl1NG 24" SS (VCP) TO
LLANO TRUNK SEWER MANHOLE
>-
m
.- ... "'·
,
z
0
en
NEW 24" PONO DRAIN
(PVC) FROM BFPDMH1
INSTALL HYDROPHILIC WATER
STOPS AND GROUT TO SEl\L
NEW PIPE PENETRATION - - - -
5
w
a:::
F'!~E:"f~""l""..._-;;?".;;rC/lST IRON DUAL MANHOLE COVER WITH 24"¢ CO\IER
AND 36" fil ADAPTER RING WITH 1
SS BOLTS WITH
/t'
3/4" HEX HEDS. FRAME SHALL BE CAST INTO Fl.AT
TOP MANHOLE COVER ANO LABELED "SANITARY
SEWER" (SIMILAR TO CllY STD-512)
EXISTING SEBASTOPOL
MANHOL 1 SMH1 C NNECTION
CM
,.
1
SCALE: 3/4'' =1'
36"
.
r11~
..
~
~----~-~
.
SEE SECTION
60"11 PRECAST CONCRETE MANHOLE
(SIMlLAR TO CITY STD-500)
'
.
·.
EB
0
z
FOR CONTINUATiON
: 1'.
WATER STOP FROM ENGINEER'S
APPROVED UST, INSTALL PER
MANUFACTURERS INSTRUCTIONS
AND GROUT SMOOTH (TYP)
<D
~
~
>a::
:<
<(
:::>
TRENCH WIDTH FOR HDPE PIPE
,,.SlZ:E>11
eu~E
IBElllQl:J WIQil:J (Miili,)
NOTES:
1B"
'""
48"
1. RELATIVE COMPACTION IS DESIGNATED RC.
24"
54"
3(J'
60"
2.
3o
72'
PIPE MUST SE CENTERED IN THE TRENCH.
•INSIDE DIAMETER.
CL II AB
95%
R.C.
2 LIFTS
:;,
,y
N
"'
~
TRENCH
BACKFILL.
90% R.C.
NATIVE
MATERIAL
REMOVED
FROM UPPER
3d'
85% R.C.
!
PIPE 0.0. MINIMUM WHEN EXCAVATION IS IN
ROCKY GROUND.
3. PIPE DIAMETER Hi OR LESS: B" MIN., 9" MAX.
PIPE DIAMETER GREATER THAN HI': 9" MIN., 12"
MAX. SEE TABLE ABOVE FOR HOPE PIPE TRENCH
WIDTHS.
,,
NATURAL GROUND
!~
NATIVE
MATERIAL
REMOVED
FROM UPPER
tLJ~5
::;c
:;;•,%,'-
l"')
:;;?:
f--
~·,!.'!![;
a.
TRENCH
BACKFILL.
90% R.C.
"5
9i
~
3rf'
.,~~~
r·'.(:'~"
~
Ii'
'.S
a.
85% R.C.
1-1 /2"
100
1"
95-100
1/2"
0-30
1·
85% R.C.
#200
100
3/4"
90-100
3/ff'
65-100
.L
12" MIN.
18" MAX.
SEE NOTE 3.
SEE NOTE 3.
GEOTEXTILE, MIRAFI
HP270 OR EQUAL
J
3" MIN.
SEE NOTE 2.
l.... DRAIN ROCK';\ I) MIN.
T
UNSTABLE TRENCH
STABLE TRENCH
PIPE BEDDING
30-100
(.,
.
.
'
.
.·:r....
·
....
I
'.
.
•
•.
...
ED
SECTION
Cl
..
.
3/4"
90-100
3/fJ'
/f4
65-100
30-100
/14
40 -100
SECTION
:;.:
ro
:.:
:i::
u
:r:
lfJ
~
.,
OJ
w,
'<,}i
<(
w
_,
<(
(.)
±176'
/f 30
lfJ
:;.:
~l
OJ
~:
~
a
';
·,_
>,
Ill
10-100
3 OF 6 AND IN THE FOLLOWING
PIPE BEDDING MATERIAL USED TO GRADE THE TRENCH SHALL BE
CONSOLIDATED WITH A SURFACE VIBRATOR WHEN IT IS PLACED OVER
DRAIN ROCK OR WHEN DEPTH IS GREATER THAN 6 INCHES.
6U'!o! FLAT TOP
MANHOLE COVER WITH
35' .a CLEAR OPENING
Hl" POND DRAIN (PVC)
1a" DIP, MJ SLEE.VE,
RESTR/\INTED
10-100
DRAIN ROCK SHALL BE CONSOLIDATED WITH A SURFACE VIBRATOR.
TYPICAL TRE:NCH SECTIONS
a
i0
U1
#30
COMPAQTIQN REO!JIREMENJS
(AS SHOWN ON PAGES 1 OF 6 MODIFICATIONS)
u
.,
0-15
TRENCH BACKFILL MAY NOT BE COMPACTED BY JmlNG.
NOT TO SCALE
.
#200
AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF
SECTION 26 OF THE STATE STANDARD SPECIFICATIONS. HOT MIX
ASPHALT SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39
OF THE STATE STANDARD SPECIFICATIONS.
..L b==--='1i'.;'.;
i ::::ED:::D:::IN"'G""'·."':·{.")Ci
1<~· MIN. [..,•..."".·'""'
· .MATERIAL .
18" MAX. . . 90% R.C. ·•·
/14
WHEN SAND BEDDING IS PROPOSED FOR UTIUIY CONDUIT
INSTALJ.ATION, THE MATERIAL SPECIFICATIONS SHALL BE PROVIDED TO
THE ENGINEER FOR REVIEW 5 WORKING DAYS BEFORE
CONSTRUCTION.
TRENCH BACKFILL.
(SEE ABOVE)
• t. ...
TRENCH BACKFILL SHALL CONFORM TO THE FOLLOWING GRADING
AND HAVE A MINIMUM SAND EQUIVALENT VALUE OF 25.
S'
TRENCH BACKFILL
..
.
'
....
~
~
<(
PIPE BEDDING FOR SLOPES GREATER THAN 8% SHALL HIAVE A
MINIMUM SAND EQUIVALENT Of 30 AND SHAU.. CONFORM TO THE
FOLLOWING GRADING:
NATIVE
MATERIAL.
PUBLIC UTILITY EASEMENTS
UNDEVELOPED AREAS
/14
0-4
PIPE BEDDING FOR SLOPES LESS THAN OR EQUAL TD 1'!% SHALL
HAVE A MINIMUM SAND EQUIVALENT VALUE OF 30 AND SHALL
CONFORM TO THE FOLLOWING GRADING:
1"
100
CAST-IN-PLACE CONCRETE
CHANNEL, SLOPED TO DRAIN
TOWARDS 24" O\JTLET, POUR •
CHANNEL AFTER CHECK
•'
VAJ..VE INSTALLATION
.
:.•.3::11
!~
'
CUT OFF WALLS SHALL BE PROVIDED WHEN SHOWN ON THE PLANS
OR REQUIRED BY THE ENGINEER.
100
PUBLIC UTIU1Y EASEMENTS
OUTSIDE STREET AREA
""'"""''+--'-F"'OR:.:_.::INVERTS::.._;;,r-i~r-
MATERIAL SPECIFICATIONS
DRAIN ROCK MAY BE USED /lS BEDDING UNDER PIPE FOR SLOPES
LESS THAN 8%. DRAIN ROCK SHALL BE 1003 CRUSHED AND SHALL
CONFORM TO THE FOLLOWING GRADING:
0-15
SHOULDER AREAS
0::
OJ
w
I.a..
SEE SHEET 7
FROM BROWN
--
FARM POND
24" PONO DRAIN (PVC)
3'MIN
1ff' ECCENTRIC DUCKBll;.l CHECK VALVE WITH
~--WATERSTOP
AND CONCRETE
BACKFILL AROUND PIPE
PENETRATION (IYP)
316SS CLAMPS, SERIES TF'-1 MANUF!\CTURED
BY RED VALVE COMP/\NV/TIDEFLEX
TECHNOLOGIES OR APPROVED EQUAL--~
\
PLAN VIEW (FLAT TOP MANHOLE COVER SHOWN REMOVED)
PLAN VIEW (FLAT TOP MANHOLE)
BROWN FA M POND DRAIN MANHO E 1 BFPDMH1
SCALE: 1" .,z•
CONTRACT NO.
-J,
<O
N
I
C01951
SHEET 11 OF 23
~'--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~~~~~~~~....LFl~L=E_N~0~.~2~0~1=5:......:0~0~1=3~
LEGEND
0
s· go· Ell.
0
s•
0
©
©
©
0
©
NOTES
FLGxMJ
BUTIERFLY VALllE, FLG WITH HANDWHEEL
(OWNER FURNISHED)
8" 90• Ell, FLG
8" DIP - END CONNECTIONS AS SHOWN
1:t' DIP - END CONNECTIONS AS SHOWN
1Z' ADAPTER, FLGxMJ
12" BUTTERFLY VALVE, FLG, (OWNER FURNISHED)
BURIED SERVICE WITH MANUAL OPERATOR, PER CIJY
1t' 90' Ell, Fl.Gxl.IJ
12" 90' Ell, FLG
1't' ElUTIERFLY VALVE, FLG, WITH MANUAL OPERATOR
AND HANDWHEEL (OWNER FURNISHED)
@
@
e
ALL PIPE JOIN1S SHALL BE RESTRAINED UNLESS OTHERWISE NOTED
2.
ALL PIPE AND rnTINGS SHALL BE DIP UNLESS OTHERWISE NOTED
3.
SURFACING AND EROSION CONTROL NOT SHOWN FOR CLARITY, SEE
EROSION CONTROL &: SURFACE RESTORATION PLAN ON SHEET 9.
4.
®
@
@
@
f21'
@
@
!:~;',.(?;!;_;
;·.:-:..~:-..:f·
'
,.
DEMOLITION NOTES
REMOVE T\110 EXISTING CMU ENCLOSURES, METN.. ROOFS AND
CONCRETE SI.ABS. PROTECT VALVE ACTUATORS, TORQUE TUBES
AND VALVE EXTENSIONS DURING DEMOUTION. SEE APPENDIX
OF CONTRACT DOCUMENTS FOi! CMU ENCLOSURE PHOTOS.
DISCHARGE~ FOR
PUMP
CONNECTION SEE
REMOVE ELECTRIC ACl'UATOR, VALVf. OPERATOR, TORQUE TUBE,
STEM EXTENSION, AND TRAVELING NUT OPERATOR ON EXISTING
41' BUTIERl'LY VALVE. DELIVER TO CITY.
\.E!7
· ..
.,
8" PIPE
RISER DETAILS--:.-..
INSTALL MECHANICAL JOlNT
BETWEEN 4' ANO 8' OU1SIOE
REMOVE ELECTRIC ACTUATOR, VALVE OPERATOR, TORQUE TUBE,
ANO STEM EXTENSION ON EXISTING 24" VN..VE. DEIJ\1£1< TO
CITY. SEE SPECIFICATION SECTION 8 FOR I.EDS RECLAMATION
PIPELINE SHUTDOWN PROCEOURES.
EDGE OF CONCRETE SI.AS
CADWELD OR BRAZE CATHODIC PROTECTION
JUMPER WIRE TO NEW FlTIING, COAT
_...,
..-- /
/
__.. ..,,..'b
CONNECTION LOCATION AND BARE W I R » / ' / ..I
WITH DIELECTRIC SILICONE SEALANT, _.,..
,.,.
REMOVE AND DISPOSE OF EXISTING 27" CONCRETE CYLINDER
PIPE TO THE LIMITS SHOWN FOR CONSTRUCTION OF THE
PROPOSED IMPROVEMENTS. SEE SPECIFICATION SECTION !! FOR
PIPELINE SHUTDOWN AND BROWN FARM POND PLUGGING
PROCEDURES.
/
1.J.
1? BLIND FLANGE
l
\
.,-°"~;:~
--tir~~ ,...
fi-tL>
~/ . .-
~4
9'
1,-..m
,,.--
18
CONTROL JOINT (TYP)
~
..,. ..... /,.,.....-·
>00
~ .~! ·~~
1:t' xS" DIP REDUCER, MJxFUl
~[\1
11' 45• EU., MJ
1ff DIP -
'
q
5. CONTRACTOR SHAU. HAND DIG POSTHOLES OVER OR DIRECTLY
ADJACENT TO PIPELINES AS DIRECTED BY THE ENGINEER.
l
:I
\~
\·.
']
1!J" 22.5" ELL. MJ
i.
I•
:I
if)
>
w
WHITE !1112 CATHODIC
0:::
PROTECTION JUMPER WIRE
,I II
@--1 i\ I
1ff BUTTERFLY VALVE, MJ, WITH ELECTROMECHANICAL
ACTUATOR (OWNER FURNISHED) MOV104
4" CATiiODIC PROTECTION SYSTEM TEST
STATION, BRINGHAM AND TAYLOR MODEL
P4Hl OR APPROVED EQUAL. INSTALL
36" ABOVE FINISHED GRADE PER
MANUFACTURES WRITTEN INSTRUCTIONS----:-.-....
'1
:
~j
18"x1t' ECCENTRIC REDUCER, FLG
NEW /l.B AND #12 WHITE CATHODIC
PROTECTION WIRES TO NEW TEST STATION1-.....;,..._~
RE-ROUTE EXISTING #B AND if 12 BLUE
CATHODIC PROTECTION. WIRES FROM GEYSERS
PIPELINE -INTO NEW TEST. STATIQN.. ... • ......•••
I
:1
l
!:=!
<(
.~--"''"
0
:I
:i
j
16" SERIES 2100 MEGAFLANGE RESTRAINED FLANGE
:
I
I
">\"
l
18". X1:t' TEE, FLG
4'-4"
tiw
STA. 13+80 AND STA.19+50,
INSTALL TRACER WIRE AND
x BOXES PER CIJY SEWER
SYSTEM STANDARD JOI
l18h.
j
10+00
I--
(.)
I
00
0
23
_ .. 18".PONJ?. DRAj.N _(PVC) ......... .
=f===== == . . . .,.
24" HOPE PIPE DR21, 25':1:
ci
z
'
-----
STD 877
~,:'-// h'~C­
;::.:L,~~°"~·;
I1 I
'---!-- x--x---X----.ltTRACER WIRE BE1WEEN
18" BUTTERFLY VALVE, FLG, (OWNER FURNISHED)
BURIED SERVICE WITH MANUAL OPERATOR, PER CITY
tf:;,~,~"i
f~~x~~-.;·;-,,c~}-;'(
1ff' ELECTROMAGNETIC FlOWMETER. PROVIDE
MATCHING LENGTH 18" DIP flG SPOOL
18" DIP, MJ SLEEVE
z
0
I
!
1If ADAPTER, flGxMJ
IN
VALVE BOX WITH ft' WIDE CONCRETE
COLI.AR S!Ml!AR TO CITY sro 877
i I: 1- NEW
END CONNECTIONS AS SHOWN
'
,.
:I
I
v:;J ADAPTER
@
,;·,,.:>;
FOR AUGNMENT INFORMATION SEE SHEET 4.
@NOT USED
@
26'-0"
8" BLIND FLANGE
STD 877
0
1.
11+00
TO LIANO TRUNK SEWER---- - + - - -+----SE;,;ESHEET 5 FOR CONTINUATION
24" Fl.ANGE COUPLING ADAPTOR FOR HOPE
24"x16" TEE, FlG
@
®
24" DIP SPOOL, FLG 2' LONG
24!' BUTTERFLY VN..lff., FLG, WITH ELECTROMECHANICAL
ACTUATOR (OWNER FURNISHED) MOV103
@
24" DIP, END CONNECTIONS AS SHOWN
@
24" SERIES 2100 MEGAFLANGE RESTRAINED FLANGE
···~······~·.··.·
~
00 ..
ADAPTER
CUSTOM FABRICATED STEEL FITTING. 27 PLAIN END
BY 24" FLANGED REDUCER toR CONNECTION TO
EXISTING 21' CONCRETE CYLINDER PIPE. FITTING
SHALL BE CEMENT MORTAR LINED AND COATED AND
COMPATIBLE WITH EXISTING CONCRETE CYLINDER PIPE.
THE FITI1NG SHALL BE FABRICATED BY AMERON
INTERNATIONAL CORPORATION. SUBMIT FABRICATION
SHOP DRAWINGS TO ENGINEER FOR APPROVAL
WELDED AREAS SHALL BE FIELD LINED AND COATED.
·'-'·.-< .. ·-
,, ___ ,__
~·-"·
·:;:;.;
r-":<.~~";
'~".:f";-_,.~1
~.\L . ;i"'.;_\
·--~;;
'"''
NEW ELECTROMECHANICAL ACTUATOR AND
APPURTENANCES ON EXISTING 42!' \/ALVE
(OWNER FURNISHED) MOV101
NEW ELECTROMECHANICAL ACTUATOR AND
APPURTENANCES ON EXISTING 24!' V1'J.VE
(OWNER FURNISHED) M0\1102
5
5
I
CONTRACT NO.
C01951
85
5'-ri'
NOTES
1.
5'-6'
I
"
ALL PIPE JOINTS SHAU. SE RESTRAINED UNLESS OTHERWISE NOTED
2. ALL PIPE ANO Fl!TINGS SHAU. BE DIP UNLESS OTHERWISE NOTED
80
3. SURFACING ANO EROSION CONTROL NOT SHOWN FOR CLARllY, SEE
EROSION CONTROL Ile SURFACE RESTORATION PLAN ON SHEET 9.
·'· ; ·.
,. ·: ·,,
... .·.: ..
. • ···.: ·- <·· - ...... _. ':'•• ·. '... '· ,• '.. :· •.•
·.~.''
fG
~
--
,,,
.....
,...................... ,... ;:,,,.....
"
...
r... . . , , _ - - - - - - - - - - - - ;
~,..,
-
~------~+-------1cr+--++,._'\..._rc,,
'~
" ... ~~!STING G""UNfl
..
·...
.
'
..
1/ 'f
,'
..
>Lt.I
"''
'
TUBE SLAB PENETRATION
LEGEND
8
75
-
16)
B" 90' EU.. FLGxMJ
0
S" BU'ITERFLV VALVE, Fl.G WlTH HANDWHEEL
(OWNER FURNISHED)
0
a•
0
8" DIP - ENO COMNECTIONS AS SHOWN
0
B" BLIND 1'1.ANGE
©
0
0
•, ' , ; .. ·:- ' -"- . . ·- ,.,-·-· ·.-
i
90' EU., FLG
65
~-------------------
.... ""·---··----------""' ' .. ''""""''""'""--------------------------------~ 65
S CTION
HORZ. 1" = 5'
SCALE:
VERT. 1"• 5'
12" DIP - END CONNECTIONS AS SHOWN
,--------------------------------------------------------~-'11-1"")--,,
1'l' ADAPTER, Fl..GxMJ
\.10
mm
12" BUTTERFLY VALVE, FLG, (OWNER FURNISHED)
BURIED SER\llCE WITH MANUAL OPERATOR, PER CllY
STD 877
>CD
8()
©
1Z' 90' EU, fLGxMJ
@
1t' 90' ELL, FLG
..
'f.,....,.,.~,;;_:
DJDC
<::."I A.Cl
-
'-../
@
75
12" BUTTERFLY VALVE, FLG, WITH MANUAi.. OPERATOR
ANO HANOWHEEL (OWNER FURNISHED)
f----------------------------------------------------------..+--4----.........;,
l24l
@
@
@
f/'f "°'\"';: m"
12" BLIND FLANGE
@
@
@
@
@
{16}
l 16 J
17
(16)
75
18
I
0
12" xS" DIP REDUCER, MJxFLG
12" 45' ELL, MJ
----------------------
------------------------·----·-----------~------~ --------------------~----~--~-------- ..
11!1' DIP -
........... ...,,
~
I
@NOT USED
@
@
@
@
85
65
~---------------------~-~~----------------
<(
- - - - - - · · - - - - - - - - - · - - - - - - - - - - - - " " " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, .., ...., · - -........._, _ _ _ _ _ _! "'"'
Q~
0
EC TI ON
ENO CONNECTIONS AS SHOWM
0
HORZ. 1" = 5'
SCALE:
z
VERL 1" = 5'
Hl" 22.5' EU., MJ
11!" ADAPTER, FLGxMJ
_,,..-REMOVE AND DISPOSE OF EX CMU VAULT,
PROVIDE 1/-:'
ACTUATOR (OWNER FURNISHED) MOV104
"'
'
~LT
~
EXPANSION JOINT MA1c.RIAL
..
.
16" BUTl'ERl"LY VAl..llE, MJ, WITH ELECTROMECHANICAL
I/
·- -·--
•
(.)
SI.AB PENETRATION ' •
1B"x12" ECCENTRIC REDUCER, FLG
80
~·
:~-·-··~
.
·
..
. ''.
'
ADAPTER
"
.
'·.·
FG
'
0
"
..
1S" SERIES 2100 MEGAFLANGE RESTRAINED FLANGE
1ff' ELECTROMAGNETIC FLOWMETER. PROVIDE
WITCHING LENGTH 1S" DIP FLG SPOOL
..~.
I
"
80
I
.; '· '
'. > -. I
'<-,
75
75
16" DIP, MJ SLEEVE
18" Bl.ITTERl"LY VALVE, l'tG, (OWNER FURNISHED)
BURIED SER\/ICE WITH MANUAL OPERATOR, PER CITY
STD 877
70
..
@
@
@
@
@
18" X1Z' TEE, FLG
)
24" HOPE PIPE DR21. 25'±
65
24" FLANGE COUPLING ADAPTOR FDR HOPE
24" DIP SPOOL. l'l.G 2' LONG
®
24" BUTIERFLY Vf>J..l/E, FLG, WITH ELECTROMECHANICAL
@
24" DIP, END CONNECTIONS AS SHOWN
®
ON
24" • 1B" TEE, FLG
85
'-' \::)
r------------------i-----~-------------------------------\r.rt:-:;~=il::-~------------1
ACTUATOR (OWNER FURNISHED) M0\1103
24" SERIES 2100 MEGAFl.ANGE RESTRAINED FLl\NGE
ADAPTER
CUSTOM FABRICATED STEEL FITTING. 21' PLAIN END
BY 24" FLANGED REDUCER F"OR CONNECTION TO
EXISTING 27' CONCRETE CYLINDER PIPE. FITTING
SHALL liE CEMENT MORTAR LINED ANO COATED AND
COMPATIBLE WITH EXISTING COl<CRETE CYLINDER PIPE.
THE FITTING SHALL BE FABRICATED BY AMERON
INTERMATIONAl CORPORATION. SUBMIT F"ABRICATIOM
SHOP DRAWINGS TO ENGINEER f'OR APPROVAL.
WELDED AREAS SHALL BE FIELD LINED MID COATED.
75
70
NEW El..ECTROMECHANICAI.. ACTUATOR AND
DIELECTRIC
APPURTENANCES ON EXISTING 42" VALVE
(OWNER FURNISHED) MOV101
NEW ELECTROMECHANICAi.. ACTUATOR !\NO
APPURTENANCES ON EXISTING 24" VALVE
(OWNER FURNISHED) MOV102
81.ANKET, SEE SPEC SECTION
n
!
'
'
!
"'" -------EX 46" GEYSERS' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----·---.-..- ..- :
65
'..
/
...
1 65
SCALE:
U/J
z
0
NOTES
STIFFENERS (f>.S REQUIRED)
GROUT E!Af\10
Pl.ACED IN FIELD - - .
1.
METER VAULT ACCESS HATCH SHALL HAVE lWO HINGED SPRING ASSISTED DOORS. VM.VE
VAULT SHALL HAVE ONE HINGED SPRING ASSIS'llED DOOR AND ONE DROP-IN S'TYLE DOOR.
2..
HINGED DOORS SHALL OPEN A MINIMUM Of 90 DEGREES /\ND BE CAPABLE OF OPENING
1BO DEGREES UPON REMOVAi.. Of THE LOCKABLE SAfETY 1.ATCH.
_,--EX CCP BAR REINFORCEMENT,
10" B:UIT-STRAP WIDTii
NEW CUSTOM
21" CCP x 24" FLG FITTING
2·
X'
SHOP APPLIED MORTAR
COATING (TYP)
'
3. DOORS, TOP Pl.ATES, STIFFENERS, AND FRAMES SHAU. BE GALVANIZED STEEL
"'
4.
SI.AM LOCKS, BRACKETS, HINGES, AND HARDWARE SHA!..L BE .316 STAINLESS STEEL.
5.
VAULT COVERS SHALL BE RATED FOR INCIDENTAL H-2.0 LOADING.
-~·
'
' 4.
S.
7.
'
.
EACH DOOR SHALL HAVE A flUSH LIFTING HANDLE AND TWO SECURE BOLT DOWN COVER
FASTENER LOCATIONS.
: .-·
,
•'
'
....- ·.. - ;,.
. '·:.' .
:
.. .' .. : , '
'-
~
.. "
,
·"·
'.
'
'1
..
:~,
.
.,
·,
---· -
·-
<
'
. .,J
u ,,,,;_,,,;;,,;,
'
·;
CYLINDER PIPE
'
'
.
.
.... ,.. -
21' CONCRETE
EX
'
;;~,;;; ~N;u;~~ /~; ;;; ;;;; ,;,,_,,;, ;,.; ; ;,;;' U ; '~~;; ; ; , ;
<
~
;
.
'
L
' ' '""·' '
,4
-d
TOP PLATE SHALL BE A MINIMIJM Of 1/4" THICK AND HA\IE A DIAMOND PLATE
SLIP-RESISTANT SURFACE.
. .·..
SPRING CYLINDER OR TORSION
COIL SPRING ASSIST DEVICE
FOR HINGED LEAVES
TACK WELD TO STEEL CYLINDER
PRIOR TO CunlNG PIPE
GALVANIZED STEEL
TREAD PLATE (TYP)
, __ .. :.. ,'<.:
CEMENT MORTAR LINING
CONTINUOUS NEOPRENE GASKET
EMBEDDED ll\ITO FRAME--~
COVER HOUJ OPEN l..OCKAl!!LE
SAfE'T¥ LATCH ASSEMBLY
4•
--.._ MORTAR PLACED IN FIELD. MORTAR
MAY BE APPLIED THROUGH END Of
CUSTOM FITTING OR THROUGH
HANDHOLE IN BUTT-SlRAP
CLOSURE STRIP WITH GASKET
ON ONE LEAF ANO GUTTER
STEEL HINGE,--DOOR CATCH
SUIT STRAP JOINT SECTION
NOT TO SCALE
CONTINUOUS CONCRETE •
ANCHOR OR STUDS
CONTINUOUS GUTTER -"'""11
--._ _ 1/4' THICK STEEL FRAME--
DRAIN TO 2CF Of
WASHED STONE
HATCH CLEAR OPENING SHA!..L MATCH INTERIOR VAULT DIMENSIONS
>CD
VAULT COYER
ELECTROMECHANICAL ACTUATOR~
~,r---
NOT TO SCALE
PRECAST OR
®
CAST IN PLACE
DROP IN STYLE
COVER DOOR - - - - - L ·
I -----SPRING
ASSISTED
HINGED DOOR
'
18"•00
1/4•
x Z"+l/2"010
THICK SPLIT PLATE
WITH HI"~ BOLTING CIRCLE
SEE DETAIL FOR HOLE
IN COVER FOR TORQUE
TUBE PENETRATION--'--..JL
(12) 1/4"- PAN HEAD
CALK SPACE WITH
SYNTHETIC RUBBER
SEALING COMPOUND
MACHINE SCREWS WITH
HEX LOCK NUTS--...
NEOPRENE GASKET
SPRING ASSISTED DOUBLE DOOR VAULT COVER
INSTALLED TO MATCH ADJACENT FINISH GRADE,
TOP VAULT COVER 79.50
b
I
"'
FG TOP OF VAULT SET SO
FG SLOPES AWAY FROM
VAULT COVER AT A 1• IN
1'Z SLOPE FOR 1'
TS 79.50
<I,
"
••
'
'
12"
EXISTING 24" CCP
.. ~
Y'+1·
,,.,,
HOLE
BAND HOLE IN HATCH
NOTES
1.
COMPLETE.
24" MEGAFLANGE SERIES
2.
2100 RESTRAINED
fl.ANGE ADAPTER
•
ff 69.0l:
3.
'
.•
SPLIT PLATE SHALL BE
GALVANIZED.
....
6'-0"
1-Z
STEM EXTENSION
-'-~j'---'-"'
GROUT TO SEAL GAPS
IN OPENINGS AROUND
PIPES ('TYP)
EXISTING 24" VALVE BONNET
11!" BUTTERFLY
VALVE MJ x MJ
'
.::i·
ADJUSTABLE
PIPE
SUPPORT
2x6 RAFTERS
AT 24" OC
4"(TYP)
3
BEAM
STAGGERED
PANEL JOINTS
19/32 PRIMED FIR
PLWIOOD SIDING
2x4 AT Hl"
1/2" SHEATHING (INTERIOR)
4x4
(TYP)
5'-0n
'
'
'
SHEATHING (EXTERIOR)
PL'l'WOOD SIDING
b
.
--1/'Z'
SHEATHING
"'
Hl" DIP
(TYP)
~
'-----!-''-
.
+---::
2l<4
t
,'
____ I
·, ..,j.
HD3Ao (TYP)
..
"'I
~
I
~
INTERIOR REAR
5/'l!I' EPOXY ANCHOR
MIN 4" EMBEDMENT (TYP)
"
'" - - SIDING
t11.---SHEATHING
~·
FRONT ELEVATION
','-:
'1"'- ""
--19/32 PRIMED AR
2 5/B'BOLT
10'-0"'
"'
~
REBAR AT 1'£' DC EACH
WAY TOP AND BOTTOM (TYP)
PRECAST OR
CAST IN PLACE
r
I!-
HYDROPHILIC WATERSTOP SHALL
BE PLACED AT ALL CONS!RUCTION
JOINTS.
SECTION
A 34•1
I
OC ('TYP)
..
6.
i/'4
PROVIDE 1'£' OF 1 1/t'~ GLEAN
CRUSHED ROCK UNDER BOX-EXTEND
ff BEYOND BASE SLAB
-1/7
'.,.
CONTRACTOR TO VERIFY OWNER
fURNISHED TORQUE TUBE LENGTH
PRIOR TO INSTALLATION.
~
2x4 AT Hl" OC (TYP)
EXTERIOR~
4
5.
0
~
SHEATiilNG
-
SHEATHING
AND SIDING
•
LIFTING LUGS SHALL BE LOCATED
ABOVE PRECAST VAULT'S CENTER
OF GRAVITY.
Cl
(TYP) !
~1/'Z
'',
4.
...."'0
u
'
12 2
~~~~~~:!~~~~~~~~~::~U~NDE~R~IJl~YM~ENT
=~ M~~~;~~===~=:~::3/:"~·:oo;ERIOR
,
PENETRATIONS FOR PIPING IN
SlDES OF VAULT SHAll BE 4"
LARGER IN DIAMETER THAN THE
PIPE.
1WO LAYERS NO. 15
(TYP)--4 6
'--~-r,.-~~~~~~~~~~~~-::::::;;;=-roo~·QUBffiLE1'~STUS'ruoil:iAITJ~~ri~~1'-0"
JOINTS
TYf'
CONSTRUCTION JOINT, SEE NOTE 6
PRE-CAST VAULTS MAY BE USED
UPON SUBMITTAL AND APPROVAL
3 TAB 25 YEAR
ASPHALT SHINGLES
Hl• ('TYP)
2x6 AT 24" OC (1YP)
3.
ii
ALUMINUM DRIP
z
OWNER SUPPLIED PRATT
BY ENGINEER.
'
VALVE VAULT
EDGE ALL AROUND
\___ 1/t' SHEATHING
INTERIOR AND EXTERIOR
(MAX NAIL SPACING ON
ENDS ff AND FIELD 12"))
2.
MEGAfl.ANGE SERIES 2100
RESTRAINED fl.ANGE ADAPTER : ,
1'-8"
I
0
GROUNDHOG BUTTERFLY VALVE.
SEE SPECIFICATIONS.
"
SCALE: 1/2"=1'
f
1.
NOT TO SCALE
PLAN
NOTES
<
(OWNER FURNISHED)
HOLE IN DROP IN STYLE COVER
FOR TORQUE TUBE PENETRATION
·
__..-TORQUE TUBE
#4 REBAR AT 12" OC EACH
WAY AT EACH FACE (TYP) --~-
---TORQUE TUBE
._,___ _ __...,
HARDWARE SHALL BE
31 $ STAINLESS STEEL.
12"
._.,.
d
i,··'. . . - - - -
1' BELOW LOWEST PIPE FLANGE)
'
WITH 1/4" THICK
CIRCULAR BAR
GALVANIZE DROP IN
STYLE COVER AFTER
HOLE IS CUT, SANDED,
AND FABRICATION IS
·-o·
I
MIN
NOTES
1.
• SIMPSON STRONG TIE MODEL NUMBER.
2.
ALL DIMENSIONAL LUMBER St:IALL BE
PRESSURE TREATED FIR.
ELECTRIC
PANEL
SIDE ELEVATION
ENCLOSURE
SCALE: 1" =2'
SECTION
NOT TO SCALE
s·-d'
PLAN
METER VAULT
SCALE: 1/2•=1'
CONTRACT NO.
C01951
SHEET
14
OF 23
FILE NO. 2015-0013
icE.~\
(916) 457-8144
@)MARCH2015
ATEEM ENGINEERING
ALL RIGHTS RESERVED
MISCELLANEOUS ELECTRICAL 8c INSTRUMENTATION ABBREVIATIONS
AND
@
AT
A
AMBER, AMPERES
AC
ALTERNATING CURRENT
AFF
ABOVE FINISHED FLOOR
Al
ANALOG INPUT
AIC
AMP INTERRUPTING CAPACITY SYMMETRICAL
ALT
ALTERNATOR
AM
AMMETER
AO
ANALOG OUTPUT
AWG
AMERICAN WIRE GAUGE
B
BLUE
BC
BARE COPPER
BFC
BELOW FINISHED CEILING
BOD
BIOCHEMICAL OXYGEN DEMAND
CONDUIT
c
CAP
CAPACITOR
CB
CIRCUIT BREAKER
CKT
CIRCUIT
COAX
COAXIAL CABLE
COMM
COMMUNICATION PORT
CPT
CONTROL POWER TRANSFORMER
CR
CONTROL RELAY
CT
CURRENT TRANSFORMER
CTQ
CONSTANT TORQUE
CTR
CYCLE COUNTER
cu
COPPER
DC
DIRECT CURRENT
DET
DETAIL
DI
DIGITAL INPUT
DIAG
DIAGRAM
DISC
DISCONNECT
DO
DIGITAL OUTPUT
DPDT
DOUBLE POLE DOUBLE THROW
DWG
DRAWING
ELEV
ELEVATION
EMT
ELECTRICAL METALLIC TUBING
ETM
ELAPSED TIME METER
fE)
EXISTING
F
FRAME
FC
FAIL CLOSED
FCS
FIELD CONTROL STATION
FLA
FULL LOAD AMPS
FLP
FAIL LAST POSITION
FO
FAIL OPEN
FLR
FLASHER RELAY
FLUOR
FLUORESCENT
FLEX
FLEXIBLE. METAL LIQUID TIGHT CONDUIT
FLOW SWITCH OR FULL SPEED
FS
FV. FVNR FULL VOLTAGE NON-REVERSING
FVR
FULL VOLTAGE REVERSING
FWD
FORWARD
fF)
FUTURE
G
GREEN
GALV
GALVANIZED
GFI
GROUND FAULT CIRCUIT INTERRUPTER
GND
GROUND
GRS
GALVANIZED RIGID STEEL CONDUIT
GRS-PVC PVC COATED GRS CONDUIT
HI
HIGH
HID
HIGH INTENSITY DISCHARGE
HIM
HUMAN INTERFACE MODULE
HOA
HAND-OFF-AUTO
HP
HORSEPOWER
HPS
HIGH PRESSURE SODIUM
HS
HAND SWITCH
HTR
HEATER
HERTZ (CYCLES PER SECOND)
HZ
HZD
HAZARDOUS AREA. EXPLOSION PROOF
INTERLOCK
1/0
INPUT /OUTPUT
INSTRUMENTATION CONTROL RELAY
ICR
INCAN
INCANDESCENT
INST
INSTANTANEOUS
SHORT CKT INTERRUPTING CURRENT fSYMM)
JSC
INTRINSICALLY SAFE RELAY
JSR
JUNCTION BOX
J
K
KILO, PREFIX
LIGHTNING ARRESTOR
LA
LC
LIGHTING CONTACTOR
LOWER EXPLOSIVE LIMIT
LEL
LO
LOW
LOS
LOCK-OUT STOP SWITCH
LPU
LINE PROTECTION UNIT
LR
LATCHING RELAY
LS
LEVEL SWITCH
MOTOR CONTACTOR
MAX
MAXIMUM
MCC
MOTOR CONTROL CENTER
MCM
THOUSAND CIRCULAR MILS
MCP
MOTOR CIRCUIT PROTECTOR
MD
MOISTURE DETECTION
MANHOLE
MH
MHD
METAL HALIDE
MIN
MINIMUM
MINUTES
MINS
MODEM
MODULATOR/DEMODULATOR
MOV
MOTOR OPERATED VALVE
MPS
MOTOR PROTECTION SYSTEM
MTR
MOTOR
MUX
MV
N
NC
NIC
NL
NO
NP
NTS
oc
OL
ORP
p
PB
PBX
PC
DC"
PF
PFR
PH
Pl
PLC
PMP
PNL
POT
PR
PRESS
PRI
PROVIDE
PRR
PS
PT
PIT
PVC
PWM
PWR
R
RCT
REF
RIO
RMS
RT
RTD
RTM
RTU
RVNR
rRJ
s
SCH
SEC
SECS
SEL
SFA
SP
SPEC
SR
SS
SSS
SIT
STP
sv
SW
SWBD
SYMM
T
TB
TC
TDOD
TDOE
TEL
TELCO
TM
TEMP
TOC
TR
TRIAD
TS
TSPR
TYP
UG
UON
v
VA
VAR
VFD
VLV
VTQ
w
WHM
WM
WP
ws
XFMR
XS
y
z
ZS
' "
DESCRIPTION
SYMBOL
MULTIPLEXER
MEDIUM VOLTAGE
NEUTRAL
NORMALLY CLOSED
NOT IN CONTRACT
NIGHT LIGHT
NORMALLY OPEN
NAMEPLATE
NOT TO SCALE
NEW
ON CENTER
OVERLOAD
OXIDATION REDUCTION POTENTIAL
PHASE POLE
PUSHBUITON
PULL BOX
PERSONAL COMPUTER
SWITCHES FS
DEVICES -
PROCESS
FS
COMPONENTS
RELAY
TIME DELAY RELAY TR2 ADJUSTABLE TIME DELAY
RANGE & SETTING AS SHOWN
FLOW SWITCH OPENS UPON INCREASING FLOW
~
DESCRIPTION
SYMBOL
CONTROL RELAY CR1
WITH NORMALLY OPEN CONTACT
ON LINE 28 & NORMALLY CLOSED
CONTACT ON LINE 111
FLOW SWITCH CLOSES UPON INCREASING FLOW
~
DESCRIPTION
SYMBOL
DESCRIPTION
WIRING -
TDOE
TDOD
TIME DELAY ON ENERGIZATION
TIME DELAY ON DE-ENERGIZATION
CONNECTIONS
RESISTOR
PANEL OR EQUIPMENT WIRING
POTENTIOMETER
FIELD WIRING
CAPACITOR, FIXED
CONDUCTORS NOT CONNECTED
CAPACITOR, ADJUSTABLE
LEVEL SWITCH CLOSES UPON INCREASING LEVEL
CONDUCTORS CONNECTED
DIODE
GROUND
I
POWER FAIL
POWER (PHASE) FAIL RELAY
HYDROGEN JON CONCENTRATION
PULSE INPUT
PROGRAMMABLE LOGIC CONTROLLER
PUMP
PANEL
POTENTIOMETER
PAIR. TWISTED & SHIELDED CABLE
PRESSURE
PRIMARY
FURNISH INSTALL & CONNECT
POWER RELAY
PRESSURE SWITCH
POTENTIAL TRANSFORMER
PUSH TO TEST
PROCESS VARIABLE
POLY VINYL CHLORIDE
PULSE WIDTH MODULATION
POWER
RED
REPEAT CYCLE TIMER
REFERENCE
REMOTE 1/0
ROOT MEAN SQUARED
RESET TIMER
RESISTANCE TEMPERATURE DETECTOR
RUN TIME METER
REMOTE TELEMETRY UNIT
REDUCED VOLTAGE NON-REVERSING
REWIRE. RELOCATE REVISE. REUSE
SWITCH
SCHEDULE
SECONDARY
SECONDS
SELECTOR
SERVICE FACTOR AMPS
SET POINT
SPECIFICATION
SENSING RELAY
STAINLESS STEEL
SOLID STATE SOFT STARTER
START
STOP
SOLENOID VALVE
SWITCH
SWITCHBOARD
SYMMETRICAL
TRIP
TERMINAL BLOCK
TIME CLOCK
TIME DELAY ON DE-ENERGIZATION
TIME DELAY ON ENERGIZATION
TELEMETRY
TELEPHONE COMPANY
THERMAL MAGNETIC
TEMPERATURE
TOTAL ORGANIC CARBON
TIME DELAY RELAY
TWISTED & SHIELDED 3 CONDUCTOR
TEMPERATURE SWITCH
TWISTED & SHIELDED PAIR
TYPICAL
UNDERGROUND
UNLESS OTHERWISE NOTED
VOLTAGE
VOLT AMPS
VOLT AMP REACTIVE
VARIABLE FREQUENCY ORNE
VALVE
VOLTMETER
VARIABLE TORQUE
WHITE, WAITS
WAIT-HOUR METER
WATTMETER
WATERPROOF, WEATHER PROOF
TORQUE SWITCH
TRANSFORMER
MISCELLANEOUS SWITCH
YELLOW
IMPEDANCE
LIMIT SWITCH
SYMBOL
2/2512016
CONTACTOR OR STARTER M1
LEVEL SWITCH OPENS UPON INCREASING LEVEL
PS
~
TS
~
-<>'Vo -
PRESSURE SWITCH OPENS UPON INCREASING
PRESSURE (INCREASING VACUUM)
--lf--
TEMPERATURE SWITCH OPENS UPON INCREASING
TEMPERATURE
ZS
LIMIT SWITCH CLOSES AT SET LIMIT
~
ZS
LIMIT SWITCH OPENS AT SET LIMIT
o::JO"
sv
PRESSURE SWITCH CLOSES UPON INCREASING
PRESSURE (INCREASING VACUUM)
TEMPERATURE SWITCH CLOSES UPON INCREASING
TEMPERATURE
CR1
(105)
CR1
:Ir
TR2
~
TR2
TR2
~
SOLENOID
VOLTAGE SURGE SUPPRESSOR,
AC
-7>-
LIGHT EMITTING DIODE
)>---
INCOMING LINE
TRANSISTOR
NORMALLY OPEN.
RELAY CONTACT ACTUATED BY RELAY CR1
COIL LOCATED ON LINE 105
RESISTANCE TEMPERATURE
DETECTOR (RTD)
-o'--o--
TOGGLE OR DISCONNECT SWITCH
PB
_.!,_
-0
PUSHBUTTON NORMALLY OPEN, MOMENTARY
ACTION
0-
PB
PUSHBUTTON NORMALLY CLOSED, MOMENTARY
ACTION
oic
PB
.....!....
-010-
~\
HOA
*(-2
I
trLo-
2-1
0
0
I
~
I
1
o c
""
.Jt.._M1
I
'
.......
--0
:
'
""*""
I.
2-1 1-2
-!If-<>~
I
'
I
:
PUSHBUTTON, MECHANICALLY
INTERLOCKED, DOUBLE CIRCUIT NORMALLY CLOSED AND NORMALLY
OPEN, MAINTAINED ACTION
SELECTOR SWITCH, 3 POSITION CONTACT STATUS SHOWN EXISTS
AT POSITION OF H-HAND,
0-0FF, OR A-AUTO
SELECTOR SWITCH, 2 POSITION CONTACT STATUS SHOWN EXISTS
AT POSITION AS SHOWN
(/)
TERMINALS
5
LLJ
e:::
\.J..
~.-?
SHIELD~
MISCELLANEOUS
DEVICES
CONDUCTOR
AUDIBLE ALARM
NORMALLY CLOSED,
TIME DELAY RELAY CONTACT CONTACT OPENS AFTER
TR2 IS ENERGIZED
PLAN -
TACHOMETER GENERATOR
NORMALLY OPEN,
TIME DELAY RELAY CONTACT CONTACT OPENS AFTER
TR2 IS DE-ENERGIZED
SYMBOLS
ci
z
CONDUIT, EXPOSED
BATTERY
<D
CONDUIT, IN SLAB
OR BELOW GRADE
HEATER
5N
)-
3 PHASE HEATER
3
----<O
CONTACT OPENS AND CLOSES
IN A TIMED REPEAT CYCLE
•
3 PHASE MOTOR
= MOTOR HP
#
I
I
SINGLE PHASE MOTOR
TORQUE SWITCH OPENS UPON INCREASING TORQUE
SW
z
0
OD
TR2
-o.r
TERMINAL BLOCKS
SHIELDED CABLE
TRANSFORMER
OPERATOR
[8J
THERMISTOR
TORQUE SWITCH CLOSES UPON INCREASING TORQUE
SWITCHES -
®
>en
THERMOCOUPLE (T/C)
NORMALLY CLOSED,
RELAY CONTACT ACTUATED BY RELAY CR1
NORMALLY OPEN,
TIME DELAY RELAY CONTACT CONTACT CLOSES AFTER
TR2 IS ENERGIZED
CHASSIS OR FRAME GROUND
PLUG AND RECEPTACLE
ws
--o/'10-
;+-,
VARISTOR TRANSIENT
VOLTAGE SUPPRESSOR
NORMALLY CLOSED,
TIME DELAY RELAY CONTACT CONTACT CLOSES AFTER
TR2 IS DE-ENERGIZED
PROXIMITY SWITCH CLOSES UPON DECREASING
DISTANCE
PROXIMITY SWITCH OPENS UPON DECREASING
DISTANCE
DIODE, ZENER
CONDUIT STUBBED OUT
& CAPPED
--w-'
/
DEVICES -
FRONT PANEL
~
CONDUIT ENDS
Cl
CONDUIT CHANGE IN ELEVATION
-G-
BARE COPPER GROUND WIRE
....-;---.
- o '1 o ....-;---.
- o '1o -
GROUND CONNECTION BOLTED TYPE
e
-e-
VOLT METER
ELAPSED TIME METER
RUN TIME METER
MULTI-POSITION SWITCH
WHERE LETTER "X" IS FUNCTION:
A=AMP, V=VOLT
-0
CIRCUIT BREAKER, 3 POLE
THERMAL MAGNETIC (TM) OR
MOTOR CIRCUIT PROTECT (MCP)
:If
~
<(
~
0
1)5
(/)
>
:.:
N
<(
FIELD MOUNTED DEVICE
U)
SPECIAL RECEPTACLE
0
z
~
JUNCTION BOX
[ij
a:
THERMOSTAT
0-
OL
D
Cl
FIELD CONTROL STATION
WITH JUNCTION BOX
FIELD CONTROL STATION
WITH #AMP DISCONNECT SWITCH
,...--..
AMP METER
Q)
DISCONNECT SWITCH
DISCONNECT, 3 POLE
INDICATING LIGHT, LETTER "X"
INDICATES COLOR: R=RED
G=GREEN, A=AMBER, W=WHITE
Y=YELLOW, B=BLUE
INDICATING LIGHT, PUSH TO TEST
PROTECTIVE
....
0:::
CONDUIT BENDS TOWARD
OBSERVER
CONDUIT BENDS AWAY
FROM OBSERVER
GROUND CONNECTION EXOTHERMIC
WELD TYPE
DEVICES -
<(
::>
--}--
I
0:::
m
LIGHTING, FANS, HEATERS
# - CIRCUIT BREAKER NUMBER
A - FIXTURE SCHEDULE REF.
a - CONTROL SWITCH REFERENCE
THERMAL OVERLOAD CONTACT
THERMAL OVERLOAD ELEMENT
~
of$
..... en
....I
DUPLEX RECEPTACLE
# - CIRCUIT BREAKER NUMBER
FUSE WITH BLOWN FUSE
INDICATING LIGHT
FUSE
CD
wo
I
m
TOGGLE SWITCH
II - CIRCUIT BREAKER NUMBER
SUBSCRIPT - CIRCUIT CONTROLLED
SUPERSCRIPT - BLANK = 1 POLE
2 = 2 POLE
3 = 3 WAY
CONDUIT #
~.....
-a~:
t;
_.
w
w
CONTRACT NO.
C01951
SHEET
FILE: 1503AEOO 1
15 OF 23
FILE NO. 2015-0013
PANEL TO
BE REMOVED
(916) 457-8144
@-MARCH 2015
A TEEM
ENGIN~ERINO
ALL RIGHTS RESERVED
~-----------
LOAD CALCULATIONS
-
DWGREF: E2
NAMEPLATE; LP-1
UTILITY SERVICE
LOAD
VA
LOAD
AMP
DESCRIPTION
QTY
LOCATION: METER MAIN
PANEL LP-1
4,464
LIGHTS @ 25% ADDITIONAL:
LOAD
VA
LINE AMPS
500
3
SPARE
5
MOV 102 VALVE • 24" (BRV)
0
0
20/1 (L)
3
20/1 {L)
5
0
TOTAL
2011 (L)
4,464
120 I 240 V, 1 PHASE
A
B
A
B
9
20/1 (L)
11
20/1
13
2011
15
A
B
i - - - - - t - - - - - - - - - ------- ---------
3 WIRE SERVICE AMPS =
SERVICE SIZE
MAIN SIZE
%MAINLOAD
PHASE
7
VA=
13
10.7 AMPS
r:
1.25 MULTIPLIER
13 AMPS
100 AMPS
13%
19
21
23
UTILITY RECEPTACLE
SHELTER RECEPTACLE
180
--
SPARE
0
SPARE
SPARE
SPARE
A
B
17
2011
0
0
20/1
_r
3011
0
PHASE
LEFT SIDE AMPS
LEFT SlDE KVA !
I
A
1d
21
23
i
A
B
A
B
BKR
BKR AMP/
NO. POLE
2
2011
TOTALKVAI
TOTALAMPS@240V,1Pi
0.1~
[jE.uiRA:i_- -I
4.96~
[GROUND __ ]
LOAD BKR
BKR LOAD
NO. DESCRIPTION
1B M2VVALVE
SHELTER LIGHT
v_A1-~:-+---------_-_-:_-:__D_E_sc_R_l_P_Tl_O_N+-·N:O
..
LINE AMPS __
1
2
SPARE
6
1,000
MOV 101 VALVE - 42' (M2V)
o.
3
1,000
10
12
1
SPARE
8
MOV 104 VALVE - 18"
10
SPARE
12
SPARE
14
3012
0
16
(L)
0
18
20/1
LOAD
VA
1,344
RADIO (?)
5
POWER SUPPLY (?)
1 - - 1r-
200
IPLC PANEL
500
PHASE
24
20.7
DIVERSITY FACTOR~
LOADKVA
L~~~~~I~:~~ f~~F-~.1~1
_ _ _SPARE I 20
2.441
SPARE
0
SPAREf22
TOTALKVAI
TOTAL AMPS@240V, 1P
.
B
[NE:urRAL- - ]
jGROUND
-· A ----2 -
B
PHASE
0 RIGHT SIDE AMPS
--"-----------0.20
0.00 RIGHT SIDE KVA
1.54
1.74
::::::::::::::::::::::1:::0.:2
15
DIVERSITY FACTOR ~----0_.9_,0
LOAD KVA.
2.20
143
------
·1
24
(L)
-
A
B
18
---+-----------------+-------;
:: 11:~
A
H - -
B
6
15/1
I ''_[ '""_j_ ___,._ ""L
LOAD BKR
DESCRIPTION NO.
RECEPTACLE 1T
A
4
200
LOAD
LINE AMPS
VA
B
5
-------------+--
16
0
A
3
3012
BKR
BKR AMP/
ND. POLE
PHASE
2
MAIN
4
6
KAIC RATING:
BKR
AMP/ BKR
POLE NO.
20/1
1T
LINE AMPS
ENTRY; BOTTOM
NEMA:
TVSS:
BUS AMPS: 100A
MAIN BKR: 50A
240
WIRE: 3
3
6
0
14
VOLTS: 120
PHASE: 1
MOUNTING: SURFACE
LOCATION: M2VVALVE
LOAD
LEFT SIDE KVA
TOTAL PHASE KVA
TOTAL PHASE AMPS
%0FAVERAGE
0.70
0.70
6
57
- ---- -
>r.n
~---~
A
2
loWG REF: E2
INAMEPLATE: PNL - M2V
4
B
22
2.68
ENTRY: BOTTOM
NEMA: 3R
TVSS: YES
KAIC RATING: 10
BKR
AMP/ BKR
POLE NO.
2011
1
LARGEST MOTOR @ 25% ADDITIONAL:
0 HP=> 0.25x
BUS AMPS: 100A
MAIN BKR: 100A
240
WIRE: 3
BKR LOAD
NO. DESCRIPTION
1
TELEMETRY
4,464
SUBTOTAL
VOLTS: 120
PHASE: 1
MOUNTING: SURFACE
B
PHASE
NOTES: 1. MEANS OF WIRE COLOR CODING SHALL BE POSTED ON PANELBOARD PER NEC 210.5
h:: ,1::::::i:::':'
~
z
0
0.18 LEFT SIDE KVA
-0.18 TOTAL PHASE KVA
401___ 21 TOTAL PHASE AMPS
L__193L } ] % OF AVERAGE
2.68
([)
VS
5
a:::
w
L_
NOTES: 1. MEANS OF WIRE COLOR CODING SHALL BE POSTED ON PANELBOARD PER NEC 210.5
2. ( G ) INDICATES GFI BREAKER REQUIRED WITH 30 MA SENSITIVITY
3. ( H) INDICATES HACR RATED BREAKER.
4. ( L ) PROVIDE PADLOCKING PROVISION IN ORDER TO LOCK BREAKER IN THE OFF POSITION.
NEMA 3R METER G)
POWER. UTILITY SERVICE
,---;,:;£-~--,
I
I
#5000102515
WHM UTILITY
t-,l-------,s@o~ET,...
UTILl"IY
SERVICE
240 VAC
1(11, 3W
I
t-t-------J
U
I
I
I
I
--------
...J
!
'
I
I
I
~-------~-----1
I
1
II
II
I
lI
I
I
III
~:
,---::;E----Tr--------,
0
)---)
50A/2P
o
o/TM
6
NEMA 3R METER (N)
i
I
20A/2P
TM
1
I
r7'
i
I
1
O oI
A
L_ -j NEUTIW. l
o
o-
#5000102515
I
tl
I
-----------,
I
I
I
-------1
PANEL "BRV"
I
II
II
I
I
I
I
b)--~-\50A/2P
o
UTILITY
SERVICE
240 VAC
1 !<, 3W
WHM UTILITY
METERING
-------,SOCKET
:
I
I
!
-
)---j 100A/2P
o
0
o
TM
f-t-------J
-----~
I
t+-------j NEUTRAL 11---- : I NWITW. I
PANEL "LP1"
oJTM
"
x
Secondary Conduits
··---q
-
x---
NIA
Bollards
x
Meter Enclosure/Base
___j__
x
-=l_
I
I
Power Company Information:
I
Contact Name:
MIKE MILLER
Power Utility:
PACIFIC GAS & ELECTRIC
Address:
3965 OCCIDENTAL RD
City/State/Zip:
SANTA ROSA, CA 9540
Phone:
707 579-6478
----
. --------
'
Current Transformers CIT
'
-----
---
......
x
!
NIA
Meter Room Lock Box
I
2
--
0
I
I
z
NIA
CIT Enclosure
I
x
x
I
Utility Meter
I
I
d
!
Transformer
Secondary Conductors
f;',1
\!.)
:
Utility
Company
NIA
Transformer Ground Rod
I
II
Contractor
Transformer Connections
I
II
Primary Conductors
Transformer Pad
_______ 1
(-,--------! NEUTRAL f--------r-....
L
Primary Conduits
l---------1
I
I
DIVISION OF WORK
I
METERING
Electrical
-----
Fax:
GROUND
ROD
E-mail:
M~Ml~~QQM
-
(N)
PANEL "M2V"
Notes:
1.
AU Utility Service installation work shall be done by Contraclor per Power Utility
Engineered drawings (which supersedes what is shown on Contract Drawings.).
EXISTING ONE LINE DIAGRAM
NOTES:
G)
LOCATED AT VALVE BRV -
24" VALVE.
TEMPORARY RELOCATE (E) UTILllY METER AND
PANEL "BRV" DURING CONSTRUCTION TO MAINTAIN
AN OPERATIONAL FACILITY.
ONE LINE DIAGRAM CD
NOTES:
G)
2.
Contractor shall coordinate and schedule all Power Utility Inspections and tests
in strict compliance with Power Utility requirements.
REPLACE EXISTING METER SOCKET AND BRV LOAD
CENTER WITH NEW METER/MAIN LOAD CENTER AT NEW
LOCATION.
CONTRACT NO.
C01951
SHEET
FILE: 1 503AE002
FILE NO.
16
OF
23
2015-0013
ENGRAVED PHENOLIC NAMEPLATE
WITH 3/8" LETIERING
(916) 457-8144
DOOR OPERATED
LIGHT SWITCH S1
o
TELEMETRY PANEL
@MARCH2015
ATEEM ENGINEERING
ALL RIGHTS RESERVED
o
SUPER
FLEX~
0
I
I
COOLING FAN
WITH METAL LOUVER
LED LIGHT
~----~---------
I
----------------------d
vv
/
LIGHTNING__/'
ARRESTOR
~
01
(FIT171)
®
ii
ii
u
42"
...I.
.J
PS24
24 voe
RADIO
UNIT
u
_.--- FAN/HEATER THERMOSTATS
o~~
®
v~
PLC
WIREWAY (TYP)
>CD
Cl32
-
c
THREE POINT
PADLOCKABLE
LATCH
FULL HEIGHT
WHITE BACKPAN
0
,---,
POWER
SUPPLY
TOJ
I
II
11
rl
\
COAX
ANTENNA
r---------------------------,
L,T-----------------------T.~
I I
V
I CB1CB2CB3
\.._ _
I
I
AC DISTRIBUTION
FUSES
LIGHTS
AT TOP
vv-
z
0
RELAYS __,,,/
(/)
..-
n
"
(MIN)
Q
0
18" x 18", 125 LB MAX LOAD
FOLD DOWN SHELF
HOFFMAN A-CSHELF18 OR EQUAL
v
DC
DC
5
w
AC
n
nrri-t----
I/"
::::J
~
0::
DIN RAIL MOU NT
(TYPICAL)
,..!:..
NEUTRAL BUS _ /
DO TERMINAL
BLOCKS
GFI UTILITY
RECEPTACLE
---i--
®®
IL.II
'-
,._ r---
__,______ DIN RAIL FOR FUTURE
TERMINAL BLOCKS
~
.0
0
0
HINGED DOOR
<D
0
~
/" 0
0
0
-
-
-
rv---;r
GRILL WITH
METAL LOUVER
&: REMOVABLE
METAL FILTER
-
N
>a::
<(
~
GROUND BUS_/
ci
z
:::>
a::
ID
w
!...
li:i
<(
a
(MIN)
f>.J/AO TERMINAL
BLOCKS
'
NOTES:
CD
®
0
J
~DI
TERMINAL
BLOCKS
TELEMETRY BACKPAN LAYOUT
NOT TO SCALE
ITEMS DRAWN IN DASHED LINES ARE TO BE LOCATED BEHIND DEADFRONT DOOR.
MOUNT OPERATOR INTERFACE & UTILITY RECEPTACLE ON DEAD FRONT DOOR.
UTILITY RECEPTACLE FED FROM CIRCUIT #13. TELEMETRY PANEL FED FROM CKT /11.
co
::.<'.
:r:
0
0
~
HEATER WITH
GUARD
i0
::i::
VJ
TELEMET~;ro ;~EVATION@
;;.:
I HTR I
0
30"
::.<'.
~
NOTES:
CD
WIRE 1/0 TO TERMINAL BLOCKS,
®
RELOCATE EXISTING RADIO TO NEW PANEL
(/)
<(
w
..J
<
~
>
::.:::
N
,:.:
ID
~
a
RTU FABRICATION MEJHOQS
1.
2.
3.
4.
5_
6.
7.
8.
9.
WALL MOUNT NEMA 3R ENCLOSURE FOR OUTDOOR INSTALLATION.
ALL OUTER DOORS SEALED WITH PERMANENT TYPE GASKETING.
EXTERIOR FABRICATED FROM STAINLESS STEEL.
12 GAUGE CONSTRUCTION.
ALL SEAMS CONTINUOUS WELDED.
OUTER DOOR TO BE PADLOCKABLE.
DOOR HINGES AND PINS SHALL SE 316 STAINLESS STEEL.
NO SCREWS, RIVETS , OR BOLTS SHALL PROTRUDE EXTERNALLY.
INTERNAL SCREWS, RIVETS, BOLTS, ANO NUTS
SHALL BE STAINLESS STEEL
10. EXTERIOR PANEL COLOR: LIGHT GREY.
11 . PHENOLIC SCREW MOUNTED NAMEPLATES SHALL BE PROVIDED
FOR ALL DEVICES ON DEADFRONT.
12. FABRICATION AND WIRING SHALL CONFORM TO U.L. AND NEMA STANDARDS.
13. ALL WIRING SHALL BE PERMANENTLY LABELED WITH
WIRE MARKERS ON BOTH ENDS.
14. WIRING DIAGRAMS SHALL BE PLACED IN A PLASTIC DRAWING HOLDER
PERMANENTLY AlTACHED TO THE INSIDE OF THE FRONT DOOR.
15. AS - BUILT WIRING DIAGRAMS SHALL BE SHIPPED WITH PANEL.
CONTRACT NO.
C01951
SHEET
FILE: 1503AE003
FILE NO.
17
OF
23
2015-0013
(916) 457-8144
@MARCH2015
ATEEM ENGINEERING
ALL RIGHTS RESERVED
L13 .,...______
u~1
120 VAC
r
- - - - - - - N13
FROM BKR #13
~~---------1i13c>~l~G-FI~~
L1
>CD
N1
120 VAC
FROM LP CKT # 1
I
RECEPTACLE
c2i L1
b·) CB1
20A
N1
(WHT)
F1A
120 VAC POWER DISTRIBUTION DIAGRAM@
DOOR ACTIVATED
PANEL LIGHT
F1B
T-STAT
NOTES:
0::
LINE
FILTER
20A RFI
FILTER
N1A
6ES72411AH32-0XBO
WHT
14 DO
COMM
t----i
PROVIDE WIRE LABELS.
6ES72231PH32-0XBO
) CB2
20A
F1
CD
>
w
PANEL
HEATER
L1B
L1A
(/)
PANEL
FAN
HR
z
0
6ES72344HE32-0XBO
6ES72141BG40-0XBO
8 DI
800
0
z
4 Al
2AO
co
~
r--------
0
1J~1--------l{g~_L____________[[)-_N...~-<X}-_.
ELECTRONIC
MODULES
"'>°'<
°'
2 Al
:;)
F2
UL2
PLC POWER
SUPPLY
ID
LLI
LL
UN
PLC
PROGRAMMING
PORT
SPARES
'----i
FS
UL6
24
PS24A
10A
(MIN)
DI CARDS &
ANALOG LOOPS
>=
LS
:.::
:c
()
....ls
Cl
ID
(.)
::s
il-
ANTENNA
0
FUSE EACH ANALOG LOOP
& DI CARDS
:c
V>
0
Cl
~
0
V>
>
:.::
N
<
0
COAX
CABLE
>=
~
ID
<
iCl
-'
()
Ci
!;!;!
0
°'
CL
CL
<
RADIO
RS-232
24OPERATOR INTERFACE
120 VAC POWER DISTRIBUTION DIAGRAM@
CD
PLC BLOCK DIAGRAM@
en
..... ::a=
UJ ct
:za:
CD COMPONENTS
DISTRIBUTION DIAGRAM REPRESENTATIVE OF MAJOR
ONLY. ADDITIONAL FUSES, CIRCUITS AND
ct CJ
c..S
COMPONENT CONNECTIONS MAY BE REQUIRED FOR A
FUNCTIONAL SYSTEM.
® PROVIDE &
Q)
b
RADIO
RADIO
NOTES:
0\
voe
V>
F24C 24C
.!:;
....c
Cl
24-
24-
V>
~
Cb
..,
·-~
0
F24A 24A
:.::
::.
PROFIBUS
POWER SUPPLY
24 VDC
24+
~
<
Cl
01
0\
.s
>-c
.,. a:>UJ 1- a:
INSTALL INTERFACE RELAYS IF REQUIRED.
~~
wz
....IW
w ::a=
1-w
.....
w
CONTRACT NO.
C01951
SHEET
FILE: 1503AE004
_____ ___
.,
,
__________ _
FILE NO.
18 OF 23
2015-0013
,-- ---,.--------3~------------------,
XL003
(916) 457-8144
©MARCH2015
ATEEM ENGINEERING
ALL RIGHTS RESERVED
N
CONDUIT & WIRE ROUTING SCHEDULE
REF
DWG
CONDUIT
NO.
E-5
i
\
A 101
TELEMETRY PANEL
MOV 101 JB-A
1
1"
E-5
A 102
TELEMETRY PANEL
MOV 102 JB-A
1
1-1/2" GRS-PVC
E-5
A 103
MOV 102 JB-A
MOV 103 JB-A
1
1·
GRS-PVC
E-5
A 104
TELEMETRY PANEL
MOV 104 JB-A
1
1·
E-5
A 171
TELEMETRY PANEL
FE171 JB
1
E-5
c
c
c
101
TELEMETRY PANEL
MOV 101 JB-C
102
TELEMETRY PANEL
103
E-5
c
c
I
I
I
I
I
I
'
4%
\
\
I
•
/
~
Ali'EA
I
I
I
I
•
/,/
;
STUB & CAP
(TYP)
,,
1"
GRS-PVC
-
1
1"
PVC-40
MOV 102 JB-C
1
1"
PVC-40
MOV 102 JB-C
MOV 103 JB-C
1
1·
PVC-40
104
TELEMETRY PANEL
MOV 104 JB-C
1
1"
PVC-40
151
TELEMETRY PANEL
LSH 151
1
1·
GRS
E-5
D 001
TELEMETRY PANEL
ANTENNA
1
2"
E-5
L 101
LOAD CENTER
TELEMETRY PANEL
1
3/4"
E-5
L 105
A
LOAD CENTER
MOV 102 JB-L
1
E-5
L 105
B
MOV 102 JB-L
MOV 103 JB-L
E-5
L 106
LOAD CENTER
E-5
L 110
E-5
p 001
E-5
\
I
-----
I
-~.---
--- ---- -·----
-~ -~~
-
--~~--- ,"
___
~ ~--~~ ~~--~
______..,,.,- --· ~-~---"~·-- --~--- ·-~ -~---~-- ~--·
-----------@-
@
-
3
#16TSPR
-
6
#16TSPR
3
#16TSPR
3
#16TSPR
#8
#12
2
#14
-
-
2#12
4
#14
-
#12
2
#14
-
-
- - -
#12
- - -
-
- - -
#12
-
CONTROL
SIGNAL
WIRE
WIRE
QTY
SIZE QTY
SIZE
-
#12
2
#14
#12
4
#14
GRS-PVC
-
#8
GRS
2
#12
#12
-
1"
PVC-40
6
#10
2#10
1
1"
PVC-40
3
#10
#10
MOV 101 JB
1
1"
PVC-40
3
#10
#10
LOAD CENTER
MOV 104JB
1
1"
PVC-40
3
#10
#10
UTILITY POLE
METER/MAIN/LOAD CENTER
1
2"
PVC-40
XC 001
TELEMETRY PANEL
J-BOX PUMP PAD
2
1"
PVC-40
E-5
XL 001
LOAD CENTER
J-BOX MOV 101
1
1"
PVC-40
E-5
XL 002
LOAD CENTER
J-BOX MOV 102
1
1"
PVC-40
E-5
XL 003
LOAD CENTER
J-BOX PUMP PAD
1
1-1/2"
PVC-40
E-5
XL 004
LOAD CENTER
J-BOX MOV 104
1
1"
PVC-40
-
-
E-5
XL 005
LOAD CENTER
J-BOX FE 171
1
1"
PVC-40
.
-
-
E-5
I
I
MOV103
2#12
GRS-PVC
- - - -
E-5
XC001
(,,,,"
I
#12
GRS-PVC
-
GND
SIZE
-
E-5
,/
,/
}"
SCALE OF FEET
TYPE
TO
II
\
POWER
WIRE
QTY
SIZE
FROM
'
NEVA
CONDUIT
QTY
SIZE
E-5
XL 005
LOAD CENTER
J-BOX FE 171
1
1"
PVC-40
-
-
-
-
.
.
.
.
.
-
NOTES
MNFRCBL
1
1/2" Coax
-
-
>-
m
- -
-
-
z
PULL ROPE; INTERCEPT IE\ PGE CONDUIT
0
PULL ROPE; STUB AND CAP
>
w
- -
PULL ROPE; STUB AND CAP
-
PULL ROPE; STUB AND CAP
-
(/)
0::
PULL ROPE; STUB AND CAP
PULL ROPE; STUB AND CAP
I=!
PULL ROPE; STUB AND CAP
<(
PULL ROPE; STUB AND CAP
0
d
z
MOV104
A103
C103
~~H-~:-t--t-;::::--~~=-~----=m-=·
L105B
L110
A102
C102
CD
-· ~:-~ :·:·- ---· -_ -
NOT ALL EXISTING CONDUITS SHOWN. CONDUITS SHOWN ARE
THOSE ASSOCIATED WITH NEW WORK.
THERE ARE EXISTING CONDUITS, PIPES AND GAS LINES
1:IQI SHOWN WHICH SHALL BE PROTECTED FROM
DAMAGE. REPLACE OR REPAIR ALL DAMAGE TO EXISTING
UTILITIES AT NO ADDITIONAL COST TO OWNER.
'°0
"'>~
@
WHERE CONDUIT CROSSES PAVED AREAS SAW CUT SURFACE
FOR TRENCH. BACKFILL, COMPACT, & RESURFACE TO DEPTH
OF PAVEMENT TO MATCH EXISTING.
C104
MOV102
(BRV)
g2:~~~--+--l-- METER/MAIN
A171
DISCONNECT
C151
<
~
(/)
Cl:'.
CD
LLJ
P001
©
TELEMETRY
PANEL
(TYP)
(M2V)
r~·--~---·µ·~---:
I
I
\
F:l
:
!
-
RELOCATED
ANTENNA
IFlSTALL MAST
PER DWG E-7,
DETAIL "F"
-
©
INSTALL ALL UTILITY CONDUITS PER DWG E-7, DETAIL "E".
©
SEE CIVIL DRAWINGS FOR WATER LINE & OTHER PIPE ROUTES.
INTERCEPT EXISTING UTILITY SECONDARY CONDUIT AND
REROUTE TO NEW PANEL.
®
TURN OVER EXISTING ELECTRICAL PANELS TO OWNER.
®
INSTALL ALL NON UTILITY UNDERGROUND CONDUITS PER
DWG E-6, DETAIL "A" AND DWG E-6, DETAIL "C".
Cl
~
:;.:
tS
ID
I
:..:
<
Cl
~
c
.t>
""'
~
:i::
(.)
.!:,
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0
Cl
i:i
~
0
Cl:'.
0..
0..
<
~
<
(.)
i
0
3:a:
a: 3:
<tw
INSTALL PANELS PER DWG E-7, DETAIL "A" AND DWG E-7,
DETAIL "B".
@
@
@
@
-=E-=L=E.....::;.C__,:_T...;._;R....:,_IC=:...:.A_.:..;L=--S:::....;l~T-=E'---'-P-=L:::-A:...:.....::N
.!;
tT>
(/)
FLEX
Q)
"~
0
MOV101
....,c
~
:..:
:::>
HAND TRENCH THIS AREA FOR NEW UG CONDUIT RUNS DUE
TO UNDERGROUND OBSTRUCTIONS THAT ARE NOT LOCATED.
XL105
C101
tT>
.5;
Cl:'.
LL
A104
L105A
A101
NOTES:
CD ® 0 0 ® © ® @ @
INSTALL FLOWMETER PER DWG E-7, DETAIL "C".
INSTALL FLOOD SWITCH PER DWG E-7, DETAIL "D".
INSTALL GROUNDING PER DWG E-6, DETAIL "E" AND DWG
E-6, DETAIL "F".
ALL JUNCTION BOXES TO BE WEATHERPROOF (WP) TYPE.
PROVIDE WP LIGHT SWITCH FOR TWO (2) EACH NEW LED 4'
FIXTURES, WET LOCATION, UL LISTED DAY BRITE VAPORLUME
V2WP. MOUNT FIXTURES UNDER SHELTER.
@
z
Cw
"' Q
:3
D..
Cl)
:g z ::ic:
a: 0 z
-m a. :::>
w
-
1--
an en
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~a: t-
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~u.z
t;
I
...J
o<CO
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a:
oz:)
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w
w
3: ..J
Oo
a:1-
m
TEMPORARILY RELOCATE EXISTING UTILITY METER AND BRV
PANELBOARD DURING CONSTRUCTION TO MAINTAIN STATION
OPERATION. COORDINATE WITH OWNER FOR LOCATION.
CONTRACT NO.
C01951
SHEET
FILE: 1503AE007
FILE NO.
19
OF
23
2015-0013
(916) 457-8144
©MARCH2015
ATEEM ENGINEERING
ALL RIGHTS RESERVED
SEAL CONDUIT ENTRANCES
WITH PLYABLE MATERIAL
(TYPICAL)
FINISHED GRADE
COVER PLATE USE H,120 RATED
METAL COVER LABELLED PER
SPECIFICATIONS
12·
GRS-PVC
®
INSTALL 3" WIDE RED DETECTABLE
RED WARNING TAPE LABELED
"ELECTRICAL" FOR ALL CONDUIT
RUNS 100' & GREATER
24"
(MIN)
~
24"
(MIN)
I
I
F1N1sH SLAB
!CD
COMPACTED BASE CL2 AB 95%
COMPACTION MINIMUM
•
I
.,--.r-----~. .
GRS-PVC
•
COUPLING
·<I .. . . • :
. ••
'
: <I
·..
•
GROUT ALL AREAS
BETWEEN EACH CONDUIT
AND PULL BOX
2" SEPARATION
(MIN)
...
L
3 1/2" HEIGHT
2 1/2" (MIN)
AROUND CONDUIT
ADAPTOR COUPLING
CONDUITS QUANTITY & TYPE
PER CONDUIT SCHEDULE
SAND
BEDDING
4"
GROUT CURB AROUND
ALL SIDES OF CONDUIT
WITH BEVELLED CORNERS
GRS-PVC CONDUIT
CD
ALL AROUND
....
GRS-PVC COUPLING
GRS-PVC
FACTORY~
>CD
ELBOW
UNDERGROUND CONDUIT DETAIL "A"
3/4" CRUSHED ROCK
z
CONDUIT PER
CONDUIT SCHEDULE
NOT TO SCALE
0
(fJ
>
w
a:::
DESIGN NOTES·
CD
@
PLACE CONDUIT RUNS OF 4 CONDUITS OR GREATER
IN PLASTIC SPACERS (RATED FOR DIRECT BURIAL)
EVERY 8' ALONG LENGTH OF RUN.
PULL BOX DETAIL "B"
EXPOSED CONDUIT TRANSITION DETAIL "C"
NOT TO SCALE
NOT TO SCALE
DESIGN NQTES:
TRENCHING & COMPACTED BACKFILL PER CITY STANDARDS.
~
<(
0
TRAFFIC RATED CHRISTY "B" SERIES OR EQUAL,
MINIMUM BOX SIZE 24" x 36".
ADD EXTENSIONS WHERE NECESSARY TO RAISE
COVER TO FINISHED GRADE.
SS THREADED ROD SUPPORT
FROM BUILDING STRUCTURE
1 5/8" x 1 5/8"
GALV. STEEL CHANNEL
ci
z
"'
~
0
N
><
:;:)
CONDUIT
CLAMP
0::
0::
ID
H/20 RATED HANDHOLE CHRISTY "G"
SERIES OR EQUAL HANDHOLE WITH ID
MARKER "GROUND ROD"
GRADE
f
CONCRETE WALL
OR SLAB
. .•.
. . '
--~·--==ii::;;;;---- 1/2" S.S.
'
"'
.
••• • •
.. rt
• •
. ..
•
'
•
. •
..•.
. .· -.. :
..;.
•• •
-• •
••
A'
•••
..... .
.·
.:
.
• •,..
ti:,
LL
~
<
0
e."•
..
.,' ... .. .; ~- ...
..
.
.:
.
.
;. "
.
.
·.:.
.
•
20
0
>=
ID
~
::c
()
t
.... · .
•. . . . .
.
"' .
';,a"•
TYPE TA CADWELD CONNECTION
OR BURNDY HI-PRESS CRIMP
10"
" 4·
... "'
AS
.
REQUIRED . • · . ·•. • ·
. .
., ...•.. · ...... •.......
. .... ...
. .:.: .....::. .... ·. .: ~- :
.•
• ••
ANCHOR BOLTS (TYP)
•
<I .
•
fJl
UJ
1 1/2"
TRAPEZE ASSEMBLY
~
:::E
. <I .
·-
... ...
. .
.
4.
•
CONDUIT SUPPORT
STAINLESS STEEL BOLTS
NUTS AND WASHERS AS
REQUIRED (TYP)
. .. -. . .
... ...•..
:.
/
#1/0 BARE
COPPER (TYP)
•'
COPPER GROUND
WIRE
. .
·~
GROUND GRID
CONNECTION
TO GROUND ROD
Z FITTING (TYP)
.....
~
3/4" x 10'
GROUND ROD
~
LIJ
CONDUIT PIPE STRAP MOUNTING DETAIL "D"
NOT TO SCALE
NOTES:
HANDHOLE GROUNDING DETAIL "E"
GROUND CABLE CONNECTION DETAIL "F"
NOT TO SCALE
NOT TO SCALE
c
....I
<C
<9g
wJ:
0
CD THIS
DETAIL TYPICAL FOR BOTH VERTICAL
AND HORIZONTAL MOUNTING.
@
0
LIJ
....I
w
....I
t§
CHANNEL AND ALL SUPPORT DEVICES TO BE
NEMA RATED PER AREA CLASSIFICATION. FIELD COAT
ALL CUTS, ETC. TO MATCH.
-
~
CHANNELS TO BE SPACED 5' MAXIMUM.
CONTRACT NO.
C01951
SHEET
FILE: 1503AE006
20 OF 23
FILE NO. 2015-0013
(916) 457-8144
MOUNT TO STAINLESS
STEEL UNISTRUT SUPPORT
@MARCH2015
ATEEM ENGINEERING
ALL RIGHTS RESERVED
1-----24"
(MIN)
I
0
UTILITY
METER
0
FCS,
DEVICE,
OR PANEL
r----~.
so·
TO
GRADE
30"
(MIN)
1/4" POLISHED ALUMINUM
PLATE WITH
ROUNDED CORNERS
NOTE: LARGE DEVICES OR
PANELS CAN BE MOUNTED
DIRECTLY TO UNISTRUT
0
PADLOCKABLE MAIN
DISCONNECT
WITH COVER
0
~
STAINLESS STEEL
HORIZONTAL UNISTRUT
AT TOP & BOTTOM
1 5/8" DOUBLE CHANNEL
STAINLESS STEEL
VERTICAL UNISTRUT
1 5/8" DOUBLE CHANNEL
STAINLESS STEEL
VERTICAL UNISTRUT
GRS CONDUIT
ENTRY
>m
(TYP)
30"
(TYP)
WELD TO
SS BASE
DOUBLE NUT
3/8" SS WEDGE
ANCHORS
(MIN) 4" EMBEDMENT
z
0
NON-SHRINK
GROUT BASE
SEE CIVIL DRAWINGS
FOR CONCRETE PAD
DETAILS
4
1" GRS CONDUIT
CONTAINING GROUND
WIRE
..
. 4.
GALVANIZED CONDUIT
CL.AMPS WITH BACK
PL.ATES
WELD TO
SS BASE
<1
4
. 4
5
LLJ
a::
ALUMINUM WEATHERHEAD
SCREWED INTO TOP
OF MAST
LIGHTNING ROD
WITH BRACKET SUPPORT
WELDED OR CL.AMPED
TO POLE
NON-SHRINK
GROUT BASE
GRADE
.<1 • 4 "
(/)
1' MIN LENGTH - - ,
ABOVE POLE
_!__
2' SECTION OF 2"
GALVANIZED PIPE
. "4
•
PANEL SUPPORT DETAIL ''A''
..
NOT TO SCALE
••
·.A
. , "
~-
DOUBLE NUT
3/8" SS WEDGE
ANCHORS
REUSE EXISTING ANTENNA
& ORIENT AS DIRECTED
IN FIELD BY ENGINEER
DURING COMMISSIONING
METER/MAIN
DISCONNECT DETAIL "8"
'
CD
"'
5
N
>-
0:::
4" PIPE TO 3" PIPE TO 2" PIPE
WELDED SLEEVE REDUCTION
<(
:;:)
0:::
ID
w
ANTENNA POLE
4" STD. GALVANIZED PIPE
20' IN HEIGHT AS MANUFACTURED
BY MAGNUM TOWERS
PHONE #: 916-381-5053
DRIP LOOP
NOT TO SCALE
NOTES:
z
ANTENNA SUPPORT BRACKET
CLASS "A"
CONCRETE
BUSHING ON
END OF CONDUIT
0
COAX CABLE GROUND KIT
ANDREW SURE GROUND
OR EQUAL
4,
4
#1 BARE COPPER GROUND
TO GROUND ROD
<(
0
WEATHERPROOF
CONNECTION
. • . • • .d
·.
~
LL
~
<(
Cl
:.::
::!
en
:;..:
ID
:.::
:c
(.)
""~
.s;
Q)
.!;
i£""
....0
Q)
Cl
I
.2
0
.!:,
"'
PAINT ENCLOSURE, SUPPORT & ALL CONDUITS TO MATCH
COLOR OF PANEL
c:::i
~
::,
NO SPLICES ALLOWED
INSIDE BOX
...
..
.
:
.
CONDUIT "LB"
WITH DRAIN HOLE
AT BOTTOM
".
A..
SS TIE WRAP
(TYP)
~
:c
en
en
CONDUIT
JUNCTION BOX
.
.--3/4" x 10' GROUND ROD
WITH UL GROUND CLAMP
BEVELLED EDGES
·Do.
SUBMERGENCE
RATED J-BOX
°'.• . .
CONSTRUCTION
JOINT
12" (MIN) SEPARATION
BETWEEN POWER & TELEPHONE
CONDUITS
FLOOD SWITCH
GROUND ROD
5/8"l/J x 24.
z.:::=::R
GALVANIZED
J-BOLT
(4 EACH)
SCHEDULE
48" (MIN)
1·
FLOOR
~--.,,,.-CONNECT GROUND TO
GROUNDING RINGS ON
BOTH SIDES OF FLOWMETER
CONDUITS QUANTITY & TYPE
PER CONDUIT SCHEDULE
4•
SUBMERGENCE RATED
CABLES
ALL AROUND
WELD ALL AROUND
CLASS "A"
CONCRETE BASE
FINISHED
GRADE
48"
(MIN)
SAND
BEDDING
0::
CL
CL
GROUND FLANGE WELDED
TO INSIDE OF POLE (TYP)
FINISH SECTION
AFTER POLE
IS INSTALLED
AND PLUMB
3" WIDE RED WARNING TAPE
LABELED "ELECTRICAL" OR
3" WIDE ORANGE WARNING
TAPE LABELED "TELEPHONE"
N
0
!5!
0
<(
LEVELING
NUT
CORD GRIP
FITTING
>
:.::
#1/0 COPPER BOND
GRADE
"
•
c:::i
<(
SECTION
MOUNT 6"H x 6"W x 4"D
NEMA 4X STAINLESS STEEL HINGED
JUNCTION BOX TO 1 5/8" SS UNISTRUT
MOUNTED NEAR TOP OF STRUCTURE
HOFFMAN CHNFSS OR EQUAL
.....,____WATERTIGHT FITTINGS ON
BOTH ENDS OF EACH CABLE
..
CONDUIT ENTRANCE
SEAL WITH NON-SHRINK GROUT
(TYP)
~
3" x 5" (MIN) HAND HOLE
W/ BOLTED COVER
#4 LAPPED _ _,.
TO J-BOLT
CONTINUOUS
TO BOTTOM
1-- (MIN)
18"-+I
COAX CABLE THROUGH
2" CONDUIT ENTRANCE
GROUNDING TAB
WELDED TO POLE
#4 HOOPS
@ 12· o.c.
MIN. 3" CONCRETE
COVER
ANTENNA BASE
SECTION "F"
NOT TO SCALE
BELOW GRADE FLOWMETER INSTALLATION DETAIL "C"
FLOOD SWITCH DETAIL "D"
UTILITY CONDUITS DETAIL "E"
NOT TO SCALE
ANTENNA MAST INSTALLATION DETAIL "F"
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CONTRACT NO.
C01951
SHEET
FILE: 1503AE007
FILE NO.
21 OF 23
2015-0013
ii:E.~
(916) 457-8144
@)MARCH2015
ATEEM ENGINEERING
ALL RIGHTS RESERVED
SYMBOL
DESCRIPTION
SYMBOL
p & I DIAGRAM SYMBOLS
P & I DIAGRAM SYMBOLS
OPEN CLOSED
®
FIELD MOUNTED
INSTRUMENT
@
FACE MOUNTED INSTUMENT ON
LOCAL PANEL, OPERATOR ACCESSIBLE
~
FACE MOUNTED INSTRUMENT ON
FIELD PANEL, OPERATOR ACCESSIBLE
®
®
0
INSTRUMENT MOUNTED IN LOCAL
PANEL, OPERATOR INACCESSIBLE
INSTRUMENT MOUNTED IN FIELD
PANEL, OPERATOR INACESSIBLE
DWG {I
@
C*1 ~
~­
~*
ra ril
~~
Lij
PLUG VALVE
BALL VALVE
H HAND
I CURRENT
(ELEC.l
J POWER
K TIME,
TIME SCHEDULE
L LEVEL
M MOISTURE
N STATUS
0 OPERATOR
BUTTERFLY VALVE
MUD VALVE
REFERENCE ELEMENTARY DWG. {I
I I IT I
KNIFE GATE
~
®
PLC OR COMPUTER PERFORMING
INTERNAL OPERATION
®
PLC OR COMPUTER PERFORMING
INTERNAL ALARM OPERATION
ocf%t
PROPORTIONAL, INTEGRAL, AND
DIFFERENTIAL PARAMETERS
u
~ B
0~
C
D
E
F FLOW RATE
G GENERAL
V-PORT VALVE
-
A
B
SLIDE GATE
SLUICE GATE
CLAMP GATE
WEIR SLIDE GATE
INSTRUMENT IDENTIFICATION LETIERS
SUCCEEDING - LEITER
READOUT
OUTPUT
MODIFIER
PASSIVE
FUNCTION
FUNCTION
ALARM
USER'S
USER'S
CHOICE
CHOICE
CONTROLLER
DIFFERENTIAL
SENSOR,
PRIMARY ELEMENT
RATIO <FRACTION)
GLASS
VIEWING DEVICE
FIRST - LETTER
MEASURED OF
INITIATING
VARIABLE
ANALYSIS
BURNER,
COMBUSTION
CONDUCTIVITY
DENSITY
VOLTAGE
GLOBE VALVE
A~
PLC OR COMPUTER FUNCTION
PERFORMING OPERATION WITH
VISUAL ALARM INDICATION
SCAN
TIME RATE
OF CHANGE
CONTROL STATION
I R#-C# I
'0'
STATUS
ORIFICE,
RESTRICTION
POINT (TEST)
CONNECTION
P PRESSURE,
VACUUM
Q QUANTITY
ZS:
\7
R RESET
S SPEED,
FREQUENCY
T TEMPERATURE
U MULTIVARIABLE
V VIBRATION,
MECH. ANALYSIS
W WEIGHT, FORCE
X SWITCH
Y EVENT, STATE
OR PRESENCE
POSITION
Z DIMENSION
(/)
RECORD
SWITCH
SAFETY
MULTIFUNCTION
WELL
UNCLASSIFIED
X AXIS
Y AXIS
Z AXIS
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CONTRACT NO.
C01951
SHEET
FILE: 1503AOO 1
22 OF 23
FILE NO. 2015
0013
(916) 457-8144
PC
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NOTES:
BROWN FARM POND VALVES
0 OWNER WILL PROVIDE PLC OI PROGRAMMING.
® REPLACE (E) 24" VALVE (OLD BRV) AND CONTROLS.
&
0
REPLACE (E) 42" CONTROLS.
CONTRACT NO.
C01951
SHEET
FILE: 1503AI002
FILE NO.
23
OF
23
2015-0013