LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" ~SCALE ACCORDINGLY

GEYSER VILLE

HEALDSBURG

PROJECT

STONY POINT RD

RP EXPWY

ROHNERT PARK

AREA PETALUMA •

PROJECT START:

PROJECT END:

GEN. CONTRACTOR:

SUPERINTENDENT UNDERGROUND CONTRACTOR:

FOREMAN:

SEWER PIPE TYPE

MANUFACTURER

SEWER FITTINGS MANUFACTURER:

M H. MANUFACTURER:

YlfATER P!PE TYPE·

MANUFACTURER WATER VALVE MANUFACTURER·

WATER FITTINGS MANUFACTURER·

AREA MAP

RECORD PLAN DATA WATER SERVICE TYPE·

MANUFACTURER·

FlRE HYDRANT TYPE·

MANUFACTURER:

CONSTRUCTION ... RECORQ Pl ANS BY·

ADDITIONAL INFO:

CITY OF SANTA OSA

TPL TDI

CONTRACT No. C02101

JUNE 2018

SANTA ROSA LAGUNA TREATMENT PLANT LOCATION MAP

NOT TO SCALE

PROJECT LOCATION: 4300 LLANO RD, SANTA ROSA, CA

OWNER: CITY OF SANTA ROSA

ASSESSOR PARCEL NUMBER: 062-240-025

SCOPE OF WORK:

DEFERRED SUBMITTALS:

CONSTRUCTION OF GAS CONDITIONING SYSTEM IMPROVEMENTS.

ABOVE-GRADE SILOXANE VESSEL (INCLUDING TANK ACCESS PLATFORM, GUARD RAIL, MANWAYS AND APPURTENANCES), ANCHOR BOLT DESIGN CALCULATIONS FOR EQUIPMENT ANCHORAGE, AND PIPE SUPPORT DESIGN.

T L

Brown AND Caldwell

DRAWING NO. G-001

CONTRACT NO. C02101

SHEET 1 OF 40

FILE NO. 2018-0018

Q)

0

Q) +' 0

Cl

0 z

LINE IS 2 INCHES

AT FULL SIZE (!F NOT 2" - SCALE; ACCORDlNGL Y)

NO. DWG.

1 2 3 4 5

6

7 8 9 10 11 12

G-001 G-002 G-003 G-004 G-005

C-100

P-001 P-002 P-010 P-101 P-102 P-103

TITLE

GENERAL

COVER SHEET INDEX OF DRAWINGS ABBREVIATIONS

DRAWING INDEX

GENERAL LEGEND AND SYMBOLS DESIGNATION SYSTEMS AND SYMBOLS

CIVIL

WORK LOCATION

PROCESS

LEGENDS AND SYMBOLS - 1 LEGENDS AND SYMBOLS - 2 GAS SYSTEM PROCESS FLOW SCHEMATIC GAS COOLING AND CHILLERS GAS BOOSTERS AND SILOXANE REMOVAL GAS MIXING SYSTEM

NO. DWG.

13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

28

29 30 31

32 33 34 35 36 37 38

39 40

TITLE

M-001 M-002 M-003 M-004 M-005 M-006 M-007 M-100 M-101 M-102 M-103 M-104 M-105 M-106 M-110

M-111

M-201 M-202 M-203

ELECTRICAL

E-001 E-002 E-003 E-100 E-101 E-102 E-103

MECHANICAL

NOTES, DETAILS AND LEGEND SYMBOLS AND DESIGNATION SYSTEM STANDARD DETAILS 1 STANDARD DETAILS 2 EQUIPMENT BASE DETAILS 1 EQUIPMENT BASE DETAILS 2 EQUIPMENT BASE DETAILS 3 GAS BOOSTER AREA PLAN 1 GAS BOOSTER AREA PLAN 2 GAS BOOSTER AREA SECTION 1 GAS BOOSTER AREA ISOMETRIC GAS BOOSTER AREA MODIFICATION PHOTOS 1 GAS BOOSTER AREA MODIFICATION PHOTOS 2 GAS BOOSTER AREA MODIFICATION PHOTOS 3 GAS PRESSURE REDUCER AREA DEMO AND MODIFICATION PHOTOS 1 GAS PRESSURE REDUCER AREA DEMO AND MODIFICATION PHOTOS 2 CHP BUILDING MODIFICATION PLAN CHP BUILDING DEMO PHOTOS CHP BUILDING MODIFICATION PHOTOS

LEGEND AND SYMBOLS DETAILS CHP BUILDING SINGLE LINE DIAGRAM GAS BOOSTER AREA PLAN ELECTRICAL GAS TREATMENT AREA MCC-30N ELEVATION MCC-30N SINGLE LINE DIAGRAM

INSTRUMENTATION

1-001 1-002

DIGESTER GAS SYSTEM GAS MIXING SYSTEM

Brown AND Caldwell

00 ~

0 C"4

tJ z 0: :::.> ..., ~ ,;.:

!H al

-<( :.:: 0 J;

{)

ix: w (J) I- I-cnz WW C) :lii

<(Ci~ Cl) I- 0 0 z 0:: 0:: < Q. <( ....J :!: 1-- Q. -z I- C) <( z :;;:! ti) w -u. :liE :z 01-0 != < t= w-- a: 0 (,)I- z

<o zU ::::i UJ o< < (!) ....J

-' ~ LU z LU (.'.)

>­OJ

5 (/)

5 w 0:::

c5 z

fJ)

"' z -;r:: ic( a: c LL. 0 x w c z -

DRAWING NO. G-002

CONTRACT NO. C02101

SHEET 2 OF 40

FILE NO. 2018-0018

A AB AC NC ACC ACOU ACP ACT ADD ADF

ADJ ADPT AF AFF AHU AL ALT ALUM AMB AMO ANC APPX AR ARCH AS ASSY ATM AUTO AUX AV AVE

B BAC BBE BC BCOP BCR BD BF BGAT BHP B/K BKR BLE BLDG BLK BM BO BODS BOP BOT BROG BRG BRK BRZ BSN BTU BULKHDS BUV BV

c CAB CAF CB CBOD5

cc CIC CCP CCSP

CD CDF CDR CDU CED CER CF CFH CFM CFR CFS CH CHR Cl CIP CJ CK CKPL CKT

~L g~G CLK CLO CLR CM CMA CMC CML CMP CMPA

CMU CND CNTL co COD COF COL COM COM PT CON CONC COND CONF CONN CONT CONTD CONST

AMPERE ANCHOR BOLT ASPHAL TIC CONCRETE, ACOUSTIC AIR CONDITIONING AREA CONTROL CENTER ACOUSTIC ASBESTOS CEMENT PIPE ACOUSTICAL CEILING TILE ADDITION(AL) AVERAGE DESIGN FLOW (AVERAGE DAY, PEAK MONTH)

ADJUSTABLE ADAPTER AIR FILTER ABOVE FINISHED FLOOR AIR HANDLING UNIT ALUMINUM, ALUM ALTERNATE ALUMINUM SULFATE, ALUMINUM AMBIENT AIR MONITORING DEVICE ANCHOR APPROXIMATE(L Y) AIR RETURN ARCHITECTURAL AIR SUPPLY ASSEMBLY ATMOSPHERE AUTOMATIC AUXILIARY ANGLE VALVE AVENUE

BOTTOM BACTERIOLOGICAL BEVEL BOTH ENDS BEGINNING OF CURVE BARE COPPER BEGINNING OF CURVE CENTER BOARD BLIND FLANGE BOOLEAN GATE BRAKE HORSEPOWER BLANK BREAKER BEVEL LARGE END BUILDING BLOCK BEAM, BENCHMARK BLOW OFF BIOCHEMICAL OXYGEN DEMAND, 5 DAY BOTIOM OF PIPE, BACK OF PIPE BO TI OM BRIDGING BEARING BREAK BRONZE BAR SCREEN BRITISH THERMAL UNIT BULKHEADS BUTTERFLY VALVE BALL VALVE

CONDUIT DIRECT BURIAL CABLE, CABINET COMBUSTION AIR FAN CATCH BASIN CARBONACEOUS BIOCHEMICAL OXYGEN DEMAND, 5 DAY

COOLING COIL CENTER TO CENTER CONCRETE CYLINDER PIPE CONCRETE LINED AND COATED STEEL PIPE

CEILING DIFFUSER CONTROL DENSITY FILL CONDUCTOR CONDENSING UNIT CEILING EXHAUST DIFFUSER CEILING EXHAUST REGISTER CUBIC FEET CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CODE OF FEDERAL REGULATIONS CUBIC FEET PER SECOND CHANNEL CHILLER CAST IRON CAST IRON PIPE CONSTRUCTION JOINT CHECKER(EDl CHECKER PLATE CIRCUIT CENTERLINE CLEAR, CLEARANCE CHLORINE CEILING CLOCK CHLORINE CLEAR MANUAL CONTROL STATION MANUAL-AUTO CONTROL STATION CEMENT MORTAR COATED CEMENT MORTAR LINED CORRUGATED METAL PIPE ASBESTOS PROTECTED CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT CONDUIT CONTROL CLEAN OUT CHEMICAL OXYGEN DEMAND COOLING AIR FAN COLUMN, COLLECTION COMMINUTOR COMPARTMENT CONVEYOR CONCRETE, CONCENTRIC CONDUCTOR, CONDENSATE CONFERENCE CONNECTION CONTINUOUS CONTINUED CONSTRUCTION

LINE IS 2 INCHES 'I AT FULL SIZE

IF NOT 2" - SCALE ACCORDINGLY

CP CPLG CPVC CR CRF CRN CREJ

CSD CSL CT CTF CTRL cu CV C!W

D DB DCS DE DEC DEMO DET DF DFD DG DI DIAG DIFF DIM DIP DIR DIS DISCH OM DN DO DR OT DWF DWG(S) DWL(S)

E EA EAT EAU EC ECC ED

EE EF EFF EG EJ EL ELECT ELL EMBD EMER EOL EOP E/P EPDM

EPR EPS EQ EQUIP EQUIV ES EW EWEF EWT EX EXIST EXP EXT

F FA FAS FAI FB FC FCL FCO FCR FD FDC FDR FE FF FH FHD FIN FL FLC FLEX FLG('D) FLP FLR FLT FM FMH FMX FND FO FOB FOT FP FPC FPC-T FPM FPS FR FRP FRS FS FT

COMPRESSOR, CENTER POINT COUPLING CHLORINATED POLYVINYL CHLORIDE CONDUIT RACK CHEMICAL FEEDER CRANE CORRUGATED RUBBER EXPANSION JOINT

CEILING SUPPLY DIFFUSER CROSSHOLE SONIC LOGGING CERAMIC TILE CENTRIFUGE CONTROL CONTROL UNIT, COPPER CONTROL VALVE COMPLETE WITH

DRYER, DEEP DUCT BANK, DOWEL BAR DISTRIBUTED CONTROL SYSTEM DENSITY METER DECREASING DEMOLISH DETAIL DRINKING FOUNTAIN DUCT FIRE DAMPER DOOR GRILLE DUCTILE IRON DIAGRAM DIFFERENTIAL DIMENSION DUCTILE IRON PIPE DIRECTION DISPENSER DISC.HAR GE DAMPER MOTOR DOWN DISSOLVED OXYGEN, DITIO DRAIN ROCK, DRAINAGE, DOOR DRIP TRAP DRY WEATHER FLOW DRAWING(S) DOWEL(S)

EAST EXHAUST AIR, EACH ENTERING AIR TEMPERATURE ENGINE AL TERNA TOR UNIT END OF CURVE ECCENTRIC EXTRACTOR DAMPER, EQUIPMENT DRAIN

EACH END EACH FACE EFFLUENT EXHAUST GRILLE EXPANSION JOINT ELEVATION (ELEV) ELECTRICAL ELBOW EMBEDDED EMERGENCY ELBOLET END OF PIPE ELECTRIC/PNEUMATIC ETHYLENE PROPYLENE DIENE MONOMER

EVAPORATOR EXPANDED POLYSTYRENE EQUAL EQUIPMENT EQUIVALENT EXISTING SURFACE EACH WAY EACH WAY EACH FACE ENTERING WATER TEMPERATURE EXTRA EXISTING EXPANSION, EXPOSED EXTERIOR EXTERIOR

FAHRENHEIT, FACE, FUSE(D), FAN FOUL AIR FABRICATE(Dl, FABRICATION FRESH AIR INTAKE FLAT BAR, FLOOR BEAM FAIL CLOSED FREE CHLORINE FLOOR CLEANOUT FINE CRUSHED ROCK FLOOR DRAIN FLEXIBLE DUCT CONNECTOR FEEDER FLOWMETER FLAT FACE, FINISH FLOOR FIRE HYDRANT, FLATHEAD FLATHEAD FINISHED FLOOR, FLOW LlNE FLOCCULATOR FLEXIBLE FLANGE(D), FLAP GATE FLUID POWER UNIT FLOOR FILTER FORCE MAIN FLEXIBLE METAL HOSE FLASH MIXER FOUNDATION FAIL OPEN FLAT ON BOTTOM FLAT ON TOP FILTER PRESS FLEXIBLE PIPE COUPLING FPC TO TAKE TENSION FEET PER MINUTE FEET PER SECOND FRAME FIBERGLASS REINFORCED PIPE FREEZESTAT FAR SIDE, FLOW SWITCH, FIRESTAT FLASH TANK, FEET

FTG FURRG FUT

FOOTING FURRING FUTURE

G POWER ACTUATED GATE, GUTTER ELEVATION

GA GAGE GALV GALVANIZED GBV GLOBE VALVE GD GUARD GDR GRINDER GEN, GEN'LGENERAL GFI GROUND FAULT INTERRUPTER GI GALVANIZED IRON GL GLASS GND GROUND GPO GALLONS PER OA Y GPM GALLONS PER MINUTE GRD GRADE GRDR GRINOER GRT GROUT GRTG GRATING GSKT GASKET GSP GALVANIZED STEEL PIPE GV GATE VALVE GYP GYPSUM

MECH MEE

MFR MG MGD MG/l MGR MH MHHW Ml MIE

MILSPEC MIN MJ ML MLLW MLW MO MOD MON MPH MTL MTR MUL/DIV MV MX

H/A HARDBD HC

HIGH, HORIZONTAL HAND AUTO HARDBOARD ~A HEATING COIL NaOH

HD HOOT HOPE HOR HDWR HEX

HEAVY DUTY HEAVY DUTY OIL TIGHT NC HIGH DENSITY POLYETHYLENE NNEEG HEADER HARDWARE NF HEXAGONAL NIC MERCURY, HAND GRADE NNOOM HANDHOLE

HG HH

HEAT HOSE VALVE NNPPSH HOLLOW METAL

HHV HM HOA HORIZ HP

HAND-OFF-AUTO NRS HORIZONTAL NS HIGH PRESSURE, HIGH POINT, NNUUD HORSEPOWER

HR HRS HSS

HANDRAIL, HEAT RESERVOIR, HOUR NW HOURS

HSW HT HTL HTR HTV HV HN HVAC

HWTR HYO HYDT HZ

ICN IE IF IL INF INSUL INST INT INTER INTLK INV !NV EL 1/0 IRRlG lT

JB JCT JST JWH

K KV KVA KVAR KW

LAM LAT

LB(S) LEL LEV LF LFBR LG LH LJ LLV LO LOS LP LS LV LVR LWR

HIGH SIGNAL SELECT, HOLLOW STRUCTURAL STEEL HIGH STRENGTH WASTE HEIGHT HALF TIDE LEVEL HEATER HIGH TEMPERATURE VENT HAND VALVE HEATING AND VENTILATING HEATING, VENTILATING, AND AIR CONDITIONING HIGHWATER HYDRAULIC HYDRANT HERTZ (CYCLES PER SECOND)

INCINERATOR INVERT ELEVATION INSIDE FACE INDICATING LAMP INFLUENT INSULATE(D), INSULATION INSTANTANEOUS INTERIOR, INTERSECTION INTERMEDIATE INTERLOCK INVERT, INVERT ELEVATION INVERT ELEVATION INPUT/OUTPUT IRRIGATION INSTRUMENT TAP

JUNCTION BOX JUNCTION JOIST JACKET WATER HEATER

KIP (1,000 POUNDS) KILOVOLT KILOVOLT AMPERE KILOVAR KILOWATT

LAMINATE(D) LEAVING AIR TEMPERATURE LATERAL, LATITUDE

POUND(Sl LOWER EXPLOSIVE LIMIT LEVEL LINEAL FEET LINEAR FEET BASEBOARD LONG LEFTHAND LAP JOINT LONG LEG VERTICAL LUBRICAllNG OIL LOCKOUT STOP LOW PRESSURE LIMIT SWITCH LOW VOLTAGE LOUVER LOWER

M MENS MA MILLIAMPERE MAL, MALL MALLEABLE MAN MANUAL MAT'L MATERIAL MAX MAXIMUM MBH THOUSAND BTUs PER HOUR MCC MOTOR CONTROL CENTER MCM THOUSAND CIRCULAR MILLS MCU MASTER CONTROL UNIT MD MOTORIZED DAMPER ME MISCELLANEOUS MECHANICAL

EQUIPMENT

OA OAI OB oc ocu OD OF OH OHW OL 010 OP OPNG ORF ORP OSA osc

p PAR PC

P/C

PCC PCHV PCP PCS PC-T PCU PE PIE PEN PERF PF PG PH POC POI

PIO

PK PL PLAM PLC PLCS PLE PLY PLWD P04 POE POP PP PPD PPH PRO PRES PREflN PRS PRV

PS

PSE PSF PSH PSIA PSIG PSL

MECHANICAL MISCELLANEOUS ELECTRICAL EQUIPMENT

MANUFACTURER MILLION GALLONS MILLION GALLONS PER DAY MILLIGRAMS PER LITER MANAGER MANHOLE MEAN HIGH HIGH WATER MALLEABLE IRON MISCELLANEOUS INSTRUMENTATION EQUIPMENT

MILITARY SPECIFICATION MINIMUM, MINUTE MECHANICAL JOINT MILLILITER MEAN LOWER LOW WATER MEAN LOW WATER MOTOR OPERATOR, MASONRY OPENING MODULUS MONUMENT MILES PER HOUR METAL MOTOR MUL TIPL Y/DlVIDE MUD VALVE, MlLLIVOLT MIXER

NEUTRAL, NORTH NONAUTOMATIC SODIUM HYDROXIDE NORMALLY CLOSED NORTHEAST NEGATIVE NONFUSED NOT IN CONTRACT NORMALLY OPEN, NUMBER NOMINAL NAMEPLATE NET POSITIVE SUCTION HEAD NONRISING STEM NEARSIDE NOT USED NORTH SHORE UTILITY DISTRICT NORTHWEST

OVERALL OUTSIDE AIR INTAKE OPPOSED BLADE ON CENTERS ODOR CONTROL UNIT OUTSIDE DIAMETER OUTSIDE FACE OVERHEAD OVERHEAD WIRE OVERLOAD OUT TO OUT OVERHEAD POWER OPENING ODOR REMOVAL FILTER OXIDATION REDUCTION POTENTIAL OUTSIDE AIR ODOR SCRUBBER

PUMP, PAVEMENT ELEVATION PARALLEL, PARAGRAPH PIPE COUPLING, PRECAST, PIECE POINT OF CURVATURE PLAIN CONCRETE (NO REINFORCING STEEL) PLANT CONTROL CENTER PINCH VALVE PLAIN CONCRETE PIPE PIECES PIPE COUPLING TO TAKE TENSION PHOTOELECTRIC CONTROL PLAIN END, POPULATION EQUIVALENT PNEUMATIC/ELECTRIC PENETRATION PERFORATED POWER FACTOR PRESSURE GAGE PHASE POINT ON CURVE PROPORTIONAL PLUS INTEGRAL CONTROL, PRESSURE INDICATOR, POINT OF INTERSECTION (Pl) PROPORTIONAL PLUS INTEGRAL PLUS DERIVATIVE CONTROL PEAK PLATE, PIPELINE, PROPERTY LINE PLASTIC LAMINATE PROGRAMMABLE LOGIC CONTROLLER PLACES PLAIN LARGE END PLYWOOD PLYWOOD PHOSPHATE PLAIN ONE END PNEUMATIC OPERATOR POWER POLE POUNDS PER DAY POUNDS PER HOUR PRESSURE RELIEF DAMPER PRESSURE PREFINISHED PRESSURE REDUCING STATION PRESSURE REGULATING (REDUCING) (RELIEF) VALVE PRESSURE SWITCH, PRESSURE SENSOR PLAIN SMALL ENO POUNDS PER SQUARE FOOT PRESSURE SWITCH HIGH POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH GAGE PIPE SLEEVE, PRESSURE SWITCH LOW

PT PV PVC PVI PVL PVT

Q QCPL

R RA RAD RAF RIC RCDR RCP RCR RD RF REC RECD RECEPT RECIRC RECP RED REF REG REINF, RE REL REM REQ'D RESIL RE-STL RG RGS RH RL RM RO ROW RP RPM

RR RS RT RTRP RTU RV R/W RWL RWP

s SA SCD SCFM SCH SCR SD

SE SEC SECT SEP SF SG SHT SI SIM SL SLG SN 802 SOL SP

so SPCS SPEC(S) SPG SPL SPT SQ SR SRG SRV SS

SSC SSFH SSK SST ST STA STD STGA STL STOR STR STRUCT SUB SU PE RV SUPT SURF sv SVI SW SWB SWGR SYM

T

TB T/B TBN TIC TCL TCP

POINT, POINT OF TANGENCY PLUG VALVE, PROCESS VARIABLE POLYVINYL CHLOR!DE POINT OF VERTICAL INTERSECTION PRESSURE VESSEL PAVEMENT

RATE OF FLOW QUICK COUPLING

RADIUS, RISER RETURN AIR RADIUS ROLL TYPE AlR FILTER REINFORCED CONCRETE RECORDER REINFORCED CONCRETE PIPE RECORDER ROOF DRAIN, ROAD RAISED FACE RECEIVER, RECESSED RECEIVED RECEPTIONIST RECIRCULATION RECEPTACLE REDUCE(R) REFERENCE REGULATOR REINFORCED RELAY REMOVABLE REQUIRED RESILIENT REINFORCING STEEL RETURN GRILLE RIGID GALVANIZED STEEL RIGHT HAND REDUCED LEVEL ROOM ROUGH OPENINGS RIGHT OF WAY RADIUS POINT REVOLUTIONS PER MINUTE OR REINFORCED POLYMER MORTAR RAILROAD RAW SEWAGE RIGHT REINFORCED THERMOSET PLASTIC REMOTE TERMINAL UNIT RELIEF VALVE RIGHT OF WAY RAINWATER LEADER RAINWATER PIPE

TD TE TEMP TERR TE SCP

TFR TH THO'D THRESH THRU TLE TKN TOA TOG TOE TOL TOP TOS TOW TP TPD TPG TPLX TR TRANS TRM TRN TRS TS TSE TSS TV TW TYP

UG UH UL UN UON U/P UPS us UIS USS

v VAC

VAR VB vc VCP VD voe

SOUTH, SOLENOID VALVE, SLOPE VERT(S) SUPPLY AIR VFT SCRUBBER DRAIN VG STANDARD CUBIC FEET PER MINUTE ~~I SCHEDULE SELECTIVE CATALYTIC REDUCTION ~~ SPLITTER DAMPER, SMOKE DETECTOR, W SANITARY DRAIN, STORM DRAIN . SOUTHEAST SECOND, SECTION SECTION SEPARATOR SQUARE FOOT SUPPLY GRILLE, SLUICE GATE SHEET SPEED INCREASER SIMILAR SLOPE SLIDE GATE SCREEN SULFUR DIOXIDE SOCKOLET SPACE, SET POINT, STATIC PRESSURE, STOP

SLIP-ON SPACES SPECIFICATION(S) SPACING SPLICE SOUND POWERED TELEPHONE SQUARE SPEED REDUCER SPLIT-RANGING SAFETY RELIEF VALVE STAINLESS STEEL, SANITARY SEWER, SPEED SELECTOR, SUSPENDED SOLIDS SOLID STATE CONTROLLER STAINLESS STEEL FLAT HEAD SERVICE SINK STAINLESS STEEL START, STREET STATION, STARTING AIR STANDARD, STORM DRAIN, STUD STARTING AIR STEEL STORAGE STRONG STRUCTURAL SUBSTITUTE SUPERVISOR SUPPORT SURFACE SOLENOID VALVE SLUDGE VOLUME INDEX SOUTHWEST, SOCKETWELD SWITCHBOARD SWITCHGEAR, SWAGE SYMMETRICAL

TRAP, TOP, TANGENT, TREAD TELEPHONE, FIBER OPTICS TERMINAL BOX, TOP AND BOTTOM TOP OF BANK TURBINE TOP OF CURB TOTALLY CLOSED TEMPERATURE CONTROL PANEL

w WI WC wco WO WEG WER WF WG WI W/O WOL WP WPJ WN

WR ws WSP WSR WSTP WT WWF

x XFMR XLP XP

YCO YO YR

ZS

# & @ 0

f':,,.

TIME DELAY RELAY, TANK DRAIN TOTALLY ENCLOSED TEMPERED TERRAZZO TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN TRANSFORMER THERMOMETER THREADED THRESHOLD THROUGH THREAD LARGE END TOTAL KJEHDAHL NITROGEN TEST-OFF-AUTO TOP OF CONCRETE (CURB) THREADED ONE END THREDOLET TOP OF PIPE TOP OF STEEL TOP OF WALL TANGENT POINT, TRAP PRIMER TONS PER DAY TOPPING TRIPLEX ED TIMING RELAY, STAIR TREAD TRANSFORMER, TRANSFER TRANSMITIER TRANSDUCER TRANSFER SWITCH TEMPERATURE SWITCH, TUBE STEEL THREADED SMALL END TOTAL SUSPENDED SOLIDS THERMOSTATIC VALVE THERMOWELL TYPICAL

UNDERGROUND UNIT HEATER ULTIMATE LOAD UNION UNLESS OTHERWISE NOTED UTILITY POLE UNINTERRUPTIBLE POWER SUPPLY UTILITY STATION UNDERSIDE UNIT SUBSTATION

VALVE, VENT, VOL TS, VERTICAL, VAULT VACUUM, VOLTS Al TERNATING CURRENT VARIES, VARIABLE VALVE BOX VERTICAL CURVE VITRIFIED CLAY PIPE VOLUME DAMPER VOL TS DIRECT CURRENT VERTICAL(S) VACUUM FILTER VALLEY GUTIER VAPOR PRESSURE, VACUUM PUMP VERTICAL POINT OF INTERSECTION VARIABLE SPEED COUPLING VENT THROUGH ROOF VARIABLE VOLUME BOX

WEST, WIDE, WOOD, WOMENS, WASHER, WEST

WITH WATER COLUMN WALL CLEANOUT WOOD WALL EXHAUST GRILLE WALL EXHAUST REGISTER WIDE FLANGE WASTE GAS WROUGHT IRON WITHOUT WELDOLET WORKING POINT WEAKENED PLANE JOINT WELD NECK

WASHROOM WATER SURFACE, WATER STOP WELDED STEEL PIPE WALL SUPPLY REGISTER, WASHER WATERSTOP WATERTIGHT, WEIGHT WELDED WIRE FABRIC, WET WEATHER FLOW

SPARE CONDUIT (SUFFIX LETTER) POWER TRANSFORMER CROSS LINKED POLYETHYLENE EXPLOSIONPROOF

YARD CLEANOUT YARD DRAIN YEAR

POSITION SWITCH

NUMBER, POUNDS AND AT DIAMETER, PHASE ANGLE OF DEFLECTION

NOTES:

1. THIS DRAWING IS GENERAL IN NATURE SOME DESIGNATIONS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS.

2 ADDITIONAL ABBREVIATIONS ARE LISTED IN MECHANICAL, ELECTRICAL, AND INSTRUMENTATION STANDARD DRAWINGS.

3. THE MATERIAL PRESENTED ON THIS DRAWING IS FOR REFERENCE USE. SOME OF THE DETAILS OR INFORMATION PRESENTED ON THIS DRAWING MAY NOT BE REQUIRED AS PART OF THIS CONTRACT.

Brown AND Caldwell

DRAWING NO.

G-003 CONTRACT NO.

C02101

SHEET 3 OF 40

FILE NO. 2018-0018

>­en

z 0 (/)

> w O:'.

d z

-

'-'//////// '-'//////// "//////// 1.. > A > > J J J J

---------

I

I< · · · ·.· I

I c. :·.1 . ... . . .. - • 1'

.. ..

. . "

- FG 110-

+110.50

112.50

LINE IS 2 INCHES

AT FULL SIZE <IF NOT 2~ - SCALE ACCORDlNGL Y)

GENERAL

EXISTING EQUIPMENT OR @ MATERIALS TO BE REMOVED

TO BE BUil T FOR FUTURE REMOVAL

NEW FACILITIES (SOLID)

EXISTING

NEW BACKGROUND

PROPERTY LINE, PHANTOM LINE OR MATCH LINE

CENTERLINE

HIDDEN LINE OR FUTURE IMPROVEMENTS

WATER SURFACE

CIVIL

NATURAL GROUND OR GRADE

GRANULAR MATERIAL SUCH AS CRUSHED ROCK OR GRAVEL

AC PAVEMENT IN SECTION

EXISTING PAVEMENT IN PLAN

PAVEMENT IN PLAN

EXISTING CONCRETE IN PLAN

CONCRETE IN PLAN

GRAVEL IN PLAN

FENCE

EXISTING GRADE CONTOURS

EXISTING CONTOURS DEMO

FINISH GRADE CONTOURS

EXISTING SPOT ELEVATION

FINISH GRADE SPOT ELEVATION

TOP OF PAVEMENT ELEVATION

SWALE OR DEPRESSION

&OR $

L

W/

W/O

3:1

I I I ~89

[><]

§cs

-()-

D

AT

AND

ROUND OR DIAMETER

ANGLE

CENTER LINE

PLATE OR PROPERTY LINE

KEY NOTE DESIGNATION

WITH

WITHOUT

EDGE OF WATER; FLOW LINE WITH DIRECTIONAL ARROW

SLOPE (3 HOR. TO 1 VERT.)

CUT OR FILL SLOPE; ARROWS POINT DOWN SLOPE

SOIL BORING AND DESIGNATION

HYDRANT

BURIED VALVE

MANHOLE

CATCH BASIN OR INLET

UTILITY POLE

SURVEY MONUMENT

SURVEY CONTROL POINT

TREES, SHRUBS OR HEDGE

TREES, SHRUBS OR HEDGE DEMO

CALIFORNIA STATE PLANE COORDINATE

.. ;

. <I .. <I ' . ·.; ... -··

, •

. · . ~·

I-· - 4.,. . ... ' - 4 <II

~ .. ' .. · ... ·.· . . . · ..

4 ' . •' 4 ..

- J::l<f" - .· .

™ ~ ~

-~~

llil 1111111111

WlSNNli ~

ARCHITECTURAL I STRUCTURAL

CONCRETE

REINFORCEMENT IN SECTION

PRECAST CONCRETE

MORTAR, GROUT OR PLASTER

CONCRETE MASONRY UNIT

BRICK OR CAST IRON

STEEL OR STAINLESS STEEL

ALUMINUM

WOOD

RIGID INSULATION

BATI INSULATION

GRAVEL, ROCK RIP-RAP

l><I 11~1i I l I · I~H

l!lll!IU!fllli

_.,_ ___ _

NEOPRENE, RUBBER OR PLASTIC

OPENING OR DEPRESSION IN SLAB OR WALL

GRATING SPAN

CHECKER PLATE

OPENING WITH GRATING COVER

OPENING WITH CHECKER PLATE COVER

FRP GRATING WITH COVER PLATE

JOINT FILLER

WATER STOP

HANDRAIL

~ HOISTING HOOK

MECHANICAL

PIPE AND FITTINGS

SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE

r L

I I

El

E m -?l- FLANGED JOINT

f= 8 ?l- PLAIN OR GROOVED END - ~ - MECHANICAL COUPLING

PUSH ON, MECHANICAL OR -?l- BALL AND SOCKET JOINT

E- I -3-WELDEDJOINT

E-· -3- SLEEVE TYPE MECHANlCAL COUPLING

~RESTRAINED SLEEVE TYPE ~-MECHANICAL COUPLING

E- • -:=s- FLANGED COUPLING ADAPTER

~ RESTRAINED FLANGED ~COUPLING ADAPTER

f;:x:::-:.::::t~lt:· =--:..:3-:::='· GROOVED END ADAPTER lD FLANGE

E- lblJ -?l- UNION

~ELASTOMER AND FABRIC ~·· EXPANSION JOINT

E- ·-3 EXPANSION JOINT (SEE SPECS FOR TYPE)

,,/VV\/'-~ FLEXIBLE METAL HOSE

0>-4-1-

G-:1-----

I 8 I

I 81

t

~~==.:-.:::='___q... ELBOW UP

~;;m-· __ ___q... ELBOW DOWN

~TEEUP

~TEEDOWN

LATERAL UP

~LATERAL DOWN

_,,,_b ---'t:fP tf3

CONCENTRIC REDUCER

ECCENTRIC REDUCER

~·

I/I

THREE WAY VALVE ~ -

GATE VAL VE (NORMALL y Kl OPEN)

GATE VALVE (NORMALLY N CLOSED) -

PLUG VALVE (NORMALLY OPEN)

PLUG VALVE (NORMALLY CLOSED)

BALL VALVE (NORMALLY OPEN)

BALL VALVE (NORMALLY CLOSED)

BUTTERFLY VALVE

GLOBE VALVE (NORMALLY ~ OPEN)

GLOBE VALVE (NORMALLY cdJ CLOSED)

DIAPHRAGM VALVE 1:fl

ANGLE VALVE

VALVES

NEEDLE VALVE

DOUBLE LEAF CHECK VALVE

CHECK VALVE

BALL CHECK VALVE

PUMP DISCHARGE VALVE

GAUGE OR ROOT VALVE

KNIFE GATE VALVE

FLAP GATE

BALANCING COCK

CIRCUIT SETIER

THERMOSTATICALLY CONTROLLED VALVE

PRESSURE AND VACUUM RELIEF VALVE

IN-LINE, SPRING LOADED RELIEF VALVE

PRESSURE REGULATING VALVE

BACK PRESSURE REGULATING VALVE

SOLENOID VALVE

DIAPHRAGM OPERA TED VALVE

PRESSURE BALANCE OPERATED VALVE

MOTOR OPERATED VALVE

PISTON OPERATED VALVE

CHLORINE INSTITUTE CONTAINER VALVE

MUD VALVE FLOAT VALVE VACUUM RELIEF VALVE E

PINCH VALVE PRESSURE RELIEF VALVE

WALL HYDRANT

MISCELLANEOUS DEVICES

@ A

LJ 1c==:i1

0 xco

, '

UTILITY STATION (LETIER, IF ANY, DESIGNATES TYPE)

HOSE RACK

FLOOR DRAIN

CLEAN OUT; X=DESIGNATION IFANY

RECOMMENDED MAIN ANCHOR POINT

PIPE ANCHOR

SEAL WATER CONTROL UNIT

--{J QUICK COUPLING

NOTES:

@xx DE

FE

LE

PE

Pl

TE

IN LINE PRESSURE SENSOR

ROTAMETER

INSTRUMENT

DENSITY ELEMENT

FLOW ELEMENT

LEVEL ELEMENT

PRESSURE ELEMENT

PRESSURE INDICATOR (GAUGE)

TEMPERATURE ELEMENT

Tl TEMPERATURE INDICATOR

1. THIS DRAWING IS GENERAL IN NATURE. SOME SYMBOLS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS.

2 SEE DRAWING G-003 FOR ABBREVIATIONS.

3. SEE DRAWING P-001 FOR EQUIPMENT AND PIPING DESIGNATION SYSTEMS.

4. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN CATEGORIES FOR CONVENIENCE ONLY; SYMBOLS MAY BE USED ON ANY OF THE CONTRACT DRAWINGS.

Brown AND Caldwell

ro ~

0 N

w z ::i O:'. ~ 0

<(

;;.: 8 ID

~ ~

DRAWING NO.

G-004 CONTRACT NO.

C02101

: SHEET 4 OF 40

FILE NO. 2018-0018

>-­CD

z 0 iii > w et::

ci z.

-

-

EQUIPMENT DESIGNATIONS

NEW EQUIPMENT

I P114311

IJ ir. ___ _ - SEQUENTIAL NUMBER

EQUIPMENT ABBREVIATION; OF EQUIPMENT

SEE LIST THIS DRAWING-~

FUTURE EQUIPMENT r----------, I P114311 I L---------..J

PIPING DESIGNATIONS

NEW PIPING

r- PIPING SYSTEM SYMBOL; n SEE LIST THIS DRAWING

( 4" SA )

PIPE SIZE _____JJ

LINE IS 2 INCHES

AT FULL SIZE llF NOT 2" - SCALE ACCORDINGLY)

FUTURE PIPING ( \ 4"SA \

J

AD AER AHU

ASC

ASD

ATS AV

BL

BNR

BP

BUV

BV

c CDR

CFR

CHR

COL

COM

CON

CP

CPT CPU CRN

CTF CV

CYL

DA

DC

DFC

DIS

DPR DRY

OT

DU

EF EPR ET

FAR FCU FCV FDR FEX

FLT

FLC

FP FPU FUR FSV

GBV GRD GEN GT GV

HE

HH

HOP HPU HTR HTT INJ

EQUIPMENT l\IUMBER PREFIXES

AIR DRYER AERATOR AIR HANDLING UNIT(SELF-CONTAINED)

ADJUSTABLE SPEED CONTROLLER (ELECTRONIC)

ADJUSTABLE SPEED DRIVE (MECHANICAL)

AUTOMATIC TRANSFER SWITCH ANGLE VALVE

BLOWER BURNER (WASTE GAS, AFTERBURNER. INCINERATOR, ETC.)

BACKFLOW PREVENTER

BUTTERFLY VALVE

BALL VALVE

COIL

CONDENSER

CHEMICAL FEEDER (LIME SLAKER, POLYMER, CHLORINATOR, SULFONATOR, ETC)

CHILLER

COLLECTOR

COMMINUTOR

CONVEYOR(BELT,BUCKET ELEVATOR, SCREW, ETC.)

COMPRESSOR (AIR, GAS, ETC.) COMPACTOR (SCREENINGS, ETC.) COMPUTER

CRANE (BRfDGE, JIB, ETC , PLUS HOIST-ENTIRE PACKAGE)

CENTRIFUGE

CONTROL VALVE CYLINDER (HYDRAULIC, PNEUMATIC, CHLORINE SUPPLY, ETC.)

DEAERATOR

DETENTION CHAMBER

DIGESTER FLOATING COVER DISTRIBUTOR (ARM TYPE, EDUCTOR, EJECTOR, DIFFUSER, ETC )

DAMPER DRYER

DRIP TRAP

DR1VE UNIT

EXHAUST FAN EVAPORATOR EXPANSION TANK

FLAME ARRESTER FAN COIL UNIT

FLOW CONTROL VAL VE CHEMICAL FEEDER FIRE EXTINGUISHER

FILTER (PIPELINE, ETC., OTHER THAN "AF") FLOCCULATOR

FILTER PRESS FLUID POWER UNIT (HYDRAULIC, ETC.) FURNACE SOLENOID VALVE, FLOW

GLOBE VALVE GRINDER GENERATOR GATE (SLUICE, FLAP, ETC.) GATE VALVE

HEAT EXCHANGER

HANDHOLE (ELECTRICAL)

HYDRAULIC OPERATOR HEAT PUMP UNIT HEATER HEAT TRACE TAPE INJECTOR (INDUCTOR)

KV

LCV LV

LVR

M MCC MEE

MH

MIE

MME

MOP MTS MUX MV MIX

p

PBX

PBD PCHV

PCV

PDCV

PEJ PLC PNL

POP PRV

PSV

PV PVL

SBD

SC

SCBR SCL

SCN SCR

SEP

SGR SLR SMP SRT SUB T

TBX

TCV

TEL TFR TSV TV

UH

us UV

UVM

VIB

WHR WE vwv

YV

TIME (K) CONTROLLED VAL VE

LEVEL CONTROL VALVE LEVEL CONTROLLED VALVE (NON SELF-ACTING)

LOUVER

MOTOR (ELECTRIC, PNEUMATIC, ETC)

MOTOR CONTROL CENTER

MISCELLANEOUS ELECTRICAL EQUIPMENT MANHOLE (ELECTRICAL)

MISCELLANEOUS INSTRUMENTATION EQUIPMENT MISCELLANEOUS MECHANICAL EQUIPMENT MOTOR OPERATOR MANUAL TRANSFER SWITCH MULTIPLEXER MUD VALVE MIXER

PUMP PULL BOX (ELECTRICAL)

PANELBOARD PINCH VALVE

PRESSURE CONTROL VALVE (SELF- ACTING)

PRESSURE DIFFERENTIAL CONTROL VALVE PNEUMATIC EJECTOR PROGRAMMABLE LOGIC CONTROLLER PANEL (CONTROL, PURGE, CABINET, CONSOLE, ETC.)

PNEUMATIC OPERATOR PRESSURE CONTROLLED VALVE (NON SELF-ACTING)

PRESSURE SAFETY VALVE (VACUUM OR PRESSURE RELIEF) PLUG VALVE PRESSURE VESSEL (AIR RECEIVER, ETC) SWITCHBOARD (ELECTRICAL)

SPEED CONTROLLER

SCRUBBER SCALE

SCREEN (BAR, ROTARY, ETC) SELECTIVE CATALYTIC REDUCTION

SEPARATOR (SEDIMENTATION TRAP, DRIP TRAP, CYCLONE, STRAINER, ETC) SWlTCHGEAR SILENCER SAMPLER SEPTAGE RECEIVING TANK SUBSTATION (UNIT, SECONDARY, ETC.)

TANK (NON-PRESSURIZED TYPE: D1GESTER, STORAGE, ETC.)

TERMINAL BOX, BOARD, OR CABINET (ELECTRICAL, INSTRUMENTATION, TELEPHONE)

TEMPERATURE CONTROL VALVE (SELF-ACTING) TELEPHONE EQUIPMENT TRANSFORMER TELESCOPING VALVE TEMPERATURE CONTROLLED VALVE (NON SELF-ACTING)

UNIT HEATER

UTILITY STATION

MULTI-VARIABLE (U) CONTROLLED VALVE (NON SELF-ACTING) UL TRVIOLET DISINFECTION MODULE

VIBRATOR

WASHER (GRIT, ETC.) WEIGHT ELEMENT WlREWAY

EVENT (Y) CONTROLLED VALVE (NON SELF-ACTING)

t

A AA AFE AL

AW

B BA BCE

BS

BSS BW

CD CEN CIT

CLS C1 C1H

C2 C2HP

D DG OS DSF DSFV DSS

EE FA FC FE

FLT FW

GC

GLR GLS GR GWD

HOH

HPC

HRR

HRS

HRW

HS HSG

HW HSW HWR

HWS

IA

LA

LSG

LV

MG ML MS MSG

NG

PIPING SYSTEM SYMBOLS

AERATION AIR AGffATION AIR AIR FLOTATION EFFLUENT ALUM POTABLE CITY WATER

BRINE BACKWASH AIR BIOLOGICAL CONTACTOR EFFLUENT Bl SULFITE

BISULFITE SOLUTION NONPOTABLE CITY WATER CHEMICAL DRAIN CENTRATE CITRIC ACID

CHLORINE SOLUTION

POTABLE WATER HOT POTABLE WATER

NONPOTABLE WATER NONPOTABLE HIGH PRESSURE WATER

DRAIN DlGESTER GAS DIGESTED SLUDGE DIESEL FUEL DIESEL FUEL VENT SCREENED DIGESTED SLUDGE

ENGINE EXHAUST FOUL AIR FERRIC CHLORIDE FINAL EFFLUENT FILTRATE FILTERED WATER

GAS CIRCULATION

GLYCOL RETURN GLYCOL SUPPLY GRIT GROUNDWATER DRAIN

HIGH PRESSURE HYDRAULIC OIL SODIUM HYPOCHLORITE

HEATING WATER RETURN

HEATING WATER SUPPLY

RECIRCULATING POTABLE HOT WATER

HARVESTED SLUDGE HIGH PRESSURE SLUDGE GAS POTABLE HOT WATER HIGH STRENGTH WASTE GEOTHERMAL WATER RETURN GEOTHERMAL WATER SUPPLY

INSTRUMENT AIR

LABO RA TORY AIR

LOW PRESSURE SLUDGE GAS LABORATORY VACCUM MIXED GAS MIXED LIQUOR MIXED SLUDGE MEDIUM PRESSURE SLUDGE GAS

NATURAL GAS

OF OLP

PA

PCD

PD PE POL PS PSC PW

RAS RS RW RWP RWR

OVERFLOW OXYGEN LOW PRESSURE

POST AERATION AIR

PUMPED CHEMICAL DRAIN

PUMPED DRAIN PRIMARY EFFLUENT POLYELECTROLYTE PRIMARY SLUDGE PRIMARY SCUM PLANT WATER (FINAL EFFLUENT)

RETURN ACTIVATED SLUDGE RAW SEWAGE RAW WATER RAINWATER PIPE

RECLAIMED WATER

SA SERVICE AIR SBS SODIUM BISULFITE SBSS SODIUM BISULFITE SOLUTION SD SANITARY DRAlN SDG SULFUR DIOXIDE GAS SOL SULFUR DIOXIDE LIQUID SOS SULFUR DIOXIDE SOLUTION SDV SULFUR DIOXIDE VACCUM SE SECONDARY EFFLUENT SEP SEPT AGE SN SUPERNATANT/SUBNATANT

SSC SECONDARY SCUM STD STORM DRAIN

TD TANK DRAIN TDS THICKENED DIGESTED SLUDGE TE THICKENER EFFLUENT THS THICKENED SLUDGE TO THICKENER OVERFLOW TS TRANSFER SLUDGE TSC THICKENED SCUM

TW TEMPERED POTABLE HOT WATER

TWAS THICKENED WASTE ACTIVATED SLUDGE

v VAC vc

WAS WML WPE

WPI

W3 2WL

VENT VACUUM CHEMICAL VENT

WASTE ACTIVATED SLUDGE WASTE MIXED LIQUOR WET WEATHER PRIMARY EFFLUENT

WET WEATHER PRIMARY INFLUENT

NO. 3WATl::R LANDSCAPE IRRIGATION

DRAWING AND PROCESS AREA DESIGNATION SYSTEMS

DRAWINGS ARE SUBDIVIDED BY DISCIPLINE AS FOLLOWS:

G c p

GENERAL CIVIL

PROCESS AND INSTRUMENTION

M E I

MECHANICAL ELECTRICAL INSTRUMENTATION

SECTION AND DETAtL DESIGNATIONS

(1) SECTION CUT ON DWG S300

(2) ON DWG S302 THIS SECTION IS IDENTIFIED AS:

/ 5' SECTION s300 :

" ':'/

SECTION NUMBER

DRAWING WHERE SECTION APPEARS

SECTION NUMBER

DRAWING FROM WHICH SECTION WAS TAKEN

(3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN NUMBER

NOTES:

1. THIS DRAWING IS GENERAL IN NATURE. SOME DESIGNATIONS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS.

2. SEE DRAWING G"003 FOR ADDITIONAL ABBREVIATIONS.

3. EXISTING PIPING IS DESIGNATED BY SERVICE WITHOUT IMPLICATION AS TO PIPING MATERIAL. EXISTING PIPING MATERIAL, IF KNOWN, IS INDICATED SEPARATELY, AND MAY NOT BE THE SAME MATERIAL AS SPECIFIED FOR NEW PIPING FOR THE SAME SERVICE.

4. SEE PIPING SPECIFICATION SHEETS (PIPE SPECS) IN SPECIFICATION SECTION 40 05 01 FOR PIPING SYSTEM REQUIREMENTS.

Brown ANo Caldwell

DRAWING NO.

G-005 CONTRACT NO.

C02101

: SHEET 5 OF 40

FILE NO. 2018-0018

>­CD

z: 0 (/)

> w 0:::

0 z:

-

LINE IS 2 INCHES

AT FULL SIZE IF-NOT 2" - SCALE.ACCORDINGLY

CONTRACTOR STAGING AREA----

GAS PRESSURE REDUCING AREA, SEE DWG M-110

)

) - GAS BLENDING

SYSTEM AREA, SEE DWG M-201

PRIMARY SEDIMENTATION FAClLITY

· GAS CONDITIONING SYSTEM AREA, SEE OWGS M-100

....___-1-----AND M-101

D IGESTER

3" MSG PIPING CONNECTION AREA, SEE DWG M-105

I

0

WORK LOCATION

PLAN SCALE: 1" = 100'

SCALE 100' 200'

t 1" = 100'

GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS.

2. LOCATIONS OF EXISTING UTILITIES SHOWN ON DRAWINGS ARE APPROXIMATE. NOT ALL EXISTING UTILITIES MAY BE SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES.

3. HAND DIG OR VACUUM ALL EXCAVATIONS TO PROTECT ALL EXISTING UTILITIES.

4. ALL OPEN TRENCHES AND EXCAVATIONS SHALL BE PROTECTED AND SIGNED PER CAL OSHA REQUIREMENTS.

Brown AND Caldwell

00

0 "' a: i,J

0 < z

:::> ..., ).'.

~ ro <( ::.:: 0 ::c:

()

a:: wen I- I-(/'J z WW (!) :a: -w

«:( 0 > 00 I- 0 0 z ix: 0::: < Q., < ...I :a: I- Cl. -z1-c; <( z ;z Cl) w -u.. :! z 0 I- 0 > <( t= I- w --o::C 01-Z

<o zU :;) Cl) (!) <C <C (,!) ..!

....!

> 0

"' _,_, 0

Cl

>-0'.l

z 0 Vi 5 w 0::

ci :z

z 0 -~ u 0 ....I

~ a: 0 ;::

DRAWING NO. C-100

CONTRACT NO. C02101

SHEET 6 OF 40

FILE NO. 2018-0018

-

VALVE AND ACTUATOR SYMBOLS PROCESS DEVICE SYMBOLS PROCESS AND SIGNAL LINE SYMBOLS OPEN CLOSED

--{><}-H- GATEVALVE

-K>f---1.i-- PLUG VALVE

~ BALLVALVE

~ VENTED BALL VALVE v v

--[XX]---t8}- GLOBE VALVE

DIAPHRAGM VALVE

----<:""': BUTTERFLY VAL VE

_ _,I'-. 1 CHECKVALVE I '-....1 -

__ _,,K11,___ DOUBLE LEAF

CHECK VALVE --

gfJ F.O.

BALL CHECK VALVE

NEEDLE VALVE

SAMPLE

BACKFLOW PREVENTER

PADDLE OPERATED VALVE WITH SWITCH

GAGE OR ROOT VALVE

THREE WAY VALVE (W/TYPICAL FAIL POSITION)

PRESSURE REDUCING VALVE

BACK PRESSURE REGULATING VALVE (SELF-CONTAINED)

BACK PRESSURE f--- REGULATING VALVE

PRESSURE AND VACUUM RELIEF VALVE

VACUUM RELIEF VALVE

PRESSURE RELIEF VALVE

HW10 I G'TW 'L--..- -~· MIXING VALVE

cw

AIR RELIEF VALVE

FLOAT VALVE

HOSE/COUPLING CONNECTION

HOSE BIB

MISCELLANEOUS MECHANICAL EQUIPMENT SYMBOLS

-

-

('-----'

XX=

CENTRIFUGAL BLOWER OR FAN

CENTRIFUGAL PUMP

DUAL CORE HEAT EXCHANGER

SUBMERSIBLE PUMP

ELECTRIC MOTOR

FLEXIBLE METAL HOSE

VARIABLE FREQUENCY DRIVE (ELEC)

SPRAY NOZZLE

TANK

AS=ADJUSTABLE SPEED, CS=CONSTANT SPEED, CS2,,,TWO SPEED

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2"' · SCALE ACCORDJNGL Y\

---1: If-------i~f----

I I lyl

PNEUMATIC DIAPHRAGM VALVE

MOTOR OPERATOR

SOLENOID OPERATOR

UNION

THREE WAY VALVE

STRAINER

STOP AND \IVASTE VALVE

MANUAL FLOW CONTROL VALVE

AUTOMATIC CLOSING, FUSIBLE LINK, FIRE RATED VALVE

MUD VALVE

FLAP GATE

PINCH VALVE SHOWN WITH HAND ACTUATOR

ANGLE VALVE

FLP = FAIL LAST POSITION

F.O. = FAIL OPEN, F.C. = FAIL CLOSED

' I

I 'y'

---i:l<Ji---

*

--:_]

--~-

STRAINER - STANDARD OR BASKET

REDUCER OR EXPANDER

DRAIN

SEPARATOR

FILTER

CAP OR PLUG

BLIND FLANGE

QUICK DISCONNECT COUPLING

FLEXIBLE CONNECTION/ EXPANSION JOINT

FLEX COUPLING

STEAM VENT

ROTAMETER

PILOT TUBE TAP

120V

DOWNSTREAM PRESSURE REGULATING VALVE (SELF-CONTAINED)

TS

D 111

CKTXX

A A v v v v

[ DT

DRAWING CROSS-REFERENCE SYMBOLOGY FOR PROCESS AND SIGNAL LINES

8" TD LINE COMES FROM CURRENT DWG P101 AND WILL CONTINUE ON DING P102 AT ARROW WITH SAME LETTER DESIGANTION.

8"TD .,_,, ------>) P102 ~ L!NE1 LINE2

DWGNO. P101

I LINE 1 > LINE 2

LINE CONTINUES TO A SYSTEM THAT IS PART OF THIS PROJECT NOT SHOWN IN THIS P&ID.

~ LINE 1 UNE2

SLIDE GATE (SLG) (NORMALLY OPEN)

SLIDE GATE (SLG) (NORMALLY CLOSED)

SLUICE GATE (SG) (NORMALLY OPEN)

SLUICE GATE (SG) (NORMALLY CLOSED}

STOP GATE (STG)

STOP LOG (MME)

ORIFICE PLATE

PULSATION DAMPENER

HEAT TRACE

DRIP TRAP

_.,... _ _. MAIN PROCESS FLOW (WITH TYPICAL DIRECTION OF FLOW SHOWN)

------

-----

I/ II

SECONDARY PROCESS FLOW

INSTRUMENT SUPPLY, PROCESS TAPS

EQUIPMENT BOUNDARY

CLASSIFIED AREA BOUNDARY

VENDOR PACKAGE BOUNDARY

EXISTING

FUTURE

PNEUMATIC SIGNAL

-/- - - - j- DISCRETE ELECTRIC SIGNAL

- - - - - - ANALOG ELECTRIC SIGNAL

MISC, ELECTRICAL

)( ~( CAPILLARY TUBE

C\::> 0 v ELECTROMAGNETIC OR SONIC SIGNAL (GUIDED)

,..,_, ,..,_, ELECTROMAGNETIC OR SONIC SIG. (UNGUIDED)

~ DATALINK

- - MECHANICAL LINK

---:...-- HYDRAULIC

-----<(< QUICK-CONNECT FITTING

U.O.N. =UNLESS OTHERWISE NOTED

PROCESS AND INSTRUMENTATION IDENTIFICATION

~ NOMINAL PIPE DIAMETER

N" XXX

PW)-

ES)-

ws)-

s s ~ PIPING SERVICE SYMBOL. REFER TO PIPING

DESIGNATIONS OR SPECIFICATION 40 05 01, TABLE A FOR DEFINITION

MECHANICAL EQUIPMENT IDENTIFICATION

8" TD LINE COMES FROM DWG P101 AND WILL CONTINUE ON CURRENT DWG P102 AT ARROW WITH SAME LETTER DESIGNATION. LINE CONTINUES TO A SYSTEM EXTERNAL

TO THIS PROJECT.

) P101 ){IJ-6-"-TD ___ __..,,

LINE1 LINE2

DWGNO. P102

----<CD CD----BROKEN LINE CONTINUES ON SAME DRAWING SHEET.

f

FV-100 I } EQUIPMENT NUMBER

FORCE MAIN } INTERTIE VALVE EQUIPMENT NAME

SPEC: } SPECIFICATION REFERENCE

PROCESS OR INSTRU­MENTATION PIPING CONNECTION. PLANT WATER SHOWN. SEE DRAWING G-005 FOR PIPING SERVICE SYMBOL.

ELECTRICAL POWER SUPPLY 120VAC 60 HZ U.O.N.

AIR SUPPLY U.O.N. 20PSIG FOR INSTRUMENTS

WATER SUPPLY PLANT WATER U.O.N.

PIPING DESIGNATIONS

CHWR CHlLLEDWATER RETURN

CHWS CHILLED WATER SUPPLY

D DRAIN

DG, LSG DIGESTER GAS

MSG MEDIUM PRESSURE SLUDGE GAS

(DIGESTER GAS)

NG

v W3

NATURAL GAS

VENT

RECLAIMED WATER

DRAWING NO.

P-001 ""'11111------------- CONTRACT NO. .,. , C02101

Brown AND Caldwell : SHEET 7 OF 40

FILE NO. 2018-0018

>­ID

z 0 17)

> w e:::

~ <( 0

d z

-

-

PRIMARY ELEMENT SYMBOLS

1 I 1 ORIFICE PLATE f) LEVEL

T PROBE

$ CHEMICAL SEAL WITH ISOLATION VALVE PER SPECIFICATION

LE PROPELLER OR

ULTRASONIC [[] TURBINE FLOW METER LJ

LEVEL SENSOR

..:::::;::,

0 THERMAL INSERTION ~

ELEMENT

y PRESSURE

~ ANNULAR INDICATOR SEAL

6 FLOAT LEVEL ELEMENT

y RADAR LEVEL SENSOR s

s

~ PRESSURE SENSOR

MISCELLANEOUS PROCESS SYMBOLS

0 ALARM CIRCUIT

0 RESET FOR LATCH-TYPE OPERATOR

0 SEAL WATER CONTROL UNIT REFER TO MECHANICAL DETAILS

0 INTERLOCKING OR SEQUENTIAL CONTROL FUNCTION, SEE INTERLOCK NOTES.

~ INTRINSICALLY SAFE RELAY

INSTRUMENT AND FUNCTION SYMBOLS

0 MOUNTED ON UNIT CONTROL OR MAIN PANEL,

'--...../ OPERA TOR ACCESSIBLE

0 MOUNTED IN UNIT CONTROL OPERATOR

....._____, INACCESSIBLE

LJ MOUNTED ON FIELD PANEL

OPERA TOR ACCESSIBLE WITH ....._____, TYPICAL PANEL NUMBER

Q MOUNTED IN FIELD PANEL OPERATOR

....._____, INACCESSIBLE

OLM PILOT LIGHT - FUNCTION

~ AND LENS COLOR NOTED

n FIELD MOUNTED ....._____, DEVICE

,..1, __ L_IN_E _IS_2 _IN_CH_E_S --I AT FULL SIZE

(/F NOT 2" - SCALE ACCORDINGLY)

~ PLC OR DCS 110 POINT

SPECIAL FUNCTION LEGEND

1/2 ACK ACP AIM ANN ATS CLS CLSD DCS DO DPR EF Ell ESTOP ETM FC FO FOR FOS FR FS FV FWD GV H HO HOA HOR HTR HI HIHI INV ISR LCP LEL LO LOLO LR LSP LVL MME MOIST MSC NIC oc OPN OIS

OIL 00 OOR oos OPN OPND ORP osc PLC ROY REM RIO RUNG REV RSP RST RTU RUN Sil SL SP SS ST TRBL TEST TURB UV VFD WIS

POSITION 1/POSITION 2 ACKNOWLEDGE AREA CONTROL PANEL AUTO/MANUAL ANNUNCIATOR AUTOMATIC TRANSFER SWITCH CLOSE CLOSED DISTRIBUTED CONTROL SYSTEM DISSOLVED OXYGEN DAMPER EXHAUST FAN VOLTAGE-TO-CURRENT CONVERTER EMERG. STOP ELAPSED TIME METER FAIL CLOSED FAIL OPEN FORWARD FAST/OFF/SLOW FORWARD/REVERSE FAST/SLOW FLOW VALVE FORWARD GATE VALVE HAND HAND/OFF HAND/OFF/AUTO HAND/OFF/REMOTE HEATER HIGH HIGH HIGH INVERTER INTRINSICALLY SAFE RELAY LOCALCONTROLPANEL LOWER EXPLOSIVE LEVEL LOW LOVVLOW LOCAL/REMOTE LIFT STATION PUMP LEVEL MISC. MECHANICAL EQUIPMENT MOISTURE DETECTOR MANUFR SUPPLIED CABLE NOT IN CONTRACT OPEN/CLOSE OPEN OPERATOR INTERFACE WORKSTATION OVERLOAD ON/OFF ON/OFF/REMOTE OUT OF SERVICE OPEN OPENED OXIDATION REDUCTION POTENTIAL OPEN/STOP/CLOSE PROGRAMMABLE LOGIC CONTROLLER READY REMOTE REMOTE 110 RUNNING REVERSE RAW SEWAGE PUMP RESET REMOTE TERMINAL UNIT RUN SILENCE STROBE LIGHT STOP START/STOP START TROUBLE TEST TURBIDITY ULTRAVIOLET VARIABLE FREQUENCY DRIVE WORKSTATION

FUNCTION IDENTIFICATION

FIRST LETTER(S)

MEASURED OR INITIATING VARIABLE

A ANALYSIS

B BURNER (FLAME)

c CONDUCTIVITY

D DENSITY

E POTENTIAL (ELEC)

F FLOW RATE

G FIRE, SMOKE

H HAND

I CURRENT (ELEC)

J POWER

K TIME

L LEVEL

M MOISTURE

N TORQUE

0 USER DEFINED

P PRESSURE

MODIFIER

DIFFERENTIAL

RATIO

SCAN

'flME RATE CHANGE

MOMENTARY

Q QUANTITY INTEGRATE

R RADIATION

S SPEED, FREQUENC'v SAFETY

T TEMPERATURE

U MUL Tl VARIABLE

V VIBRATION

W WEIGHT, FORCE

X UNCLASSIFIED

Y EVENT, STATUS

Z POSITION

t

SUCCEEDING LETTERS

READOUT OR PASSIVE FUNCTION

ALARM

PRIMARY ELEMENT

GLASS

INDICATE

PILOT LIGHT

ORIFICE

TEST CONNECTION

INTEGRATE

RECORD

WELL

OUTPUT FUNCTION

ACKNOWLEDGE

CONTROL

CONTROL STATION

UNCLASSIFIED UNCLASSIFIED

RELAY, COMPUTE

MISC. ACTUATOR

MODIFIER

CLOSE

FAST

HIGH

LOW

MIDDLE

OPEN

GENERAL NOTES:

1. PROCESS AND INSTRUMENTATION DIAGRAMS (P&IDs) ARE PROCESS FLOW AND CONTROL GUIDES. THEY DO NOT NECESSARILY REFLECT THE ACTUAL SPACE RELATIONSHIP OR ORIENTATION OF SOME ITEMS. P&IDs ARE NOT TO BE INTERPRETED AS PIPING SCHEMATICS OR WIRING DIAGRAMS.

2. DRAWINGS P-001 AND P-002 ARE GENERAL IN NATURE. SOME SYMBOLS AND IDENTIFICATIONS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS. OTHER SYMBOLS AS DEFINED BY ISA S5.1 MAY BE USED IN ADDITION TO THE SYMBOLS SHOWN.

SEE DRAWING G-005 FOR PIPING AND EQUIPMENT DESIGNATION SYSTEMS.

3. SEE ELECTRICAL DRAWINGS FOR LOCAL CONTROL STATION (CS) CORRESPONDING TO P&ID HAND STATION (HS) AND COMPONENT DEVICES INDICATED ON P&ID, AND CONTROL DIAGRAMS SUCH AS SELECTOR SWITCHES AND PUSH BUTTONS.

4. COMPONENTS AND PANELS NOTED VENDOR PACKAGE ON P&IDs OR CONTROL SYSTEM BLOCK DIAGRAMS ARE TO BE PROVIDED AS PART OF A PACKAGE SYSTEM.

+ ' I I ANALOG OUTPUT I ANALOG INPUT I

I I ,.j,, ,.j,,

~ 7 DISCRETE OUTPUT I DISCRETE INPUT I

y { I ,.j,, ,.j,,

(X) =CIRCUIT COUNT

INSTRUMENT AND HANDSWITCH SYMBOL DESIGNATION

UNIT PROCESS. SEE UNIT PROCESS CODES ON

"DESIGNATION SYSTEMS" DRAWING.

LOOP NUMBER

SUFFIX

SPECIAL FUNCTION PX yyy~ DESIGNATION. SEE

NNNN SPECIAL FUNCTION z LEGEND, THIS SHEET.

FUNCTION DESIGNATION (SEE FUNCTION IDENTIFICATION TABLE)

NOTE: REFER SPECIFICATION DIVISION 40 FOR PROCESS CONTROL DESCRIPTIONS.

INSTRUMENT TAG NUMBERS

UNIT PROCESS. SEE UNIT -~ PROCESS CODES ON

"DESIGNATION SYSTEMS" DRAWING.

UP XXX NNNN Z YYY

- SPECIAL FUNCTION

DESIGNATION

OPTIONAL SUFFIX

~- LOOP NUMBER

'---- FUNCTION DESIGNATION (SEE FUNCTION IDENTIFICATION TABLE)

Brown AND Caldwell

co 0 ~

i.J z a::: :::> .., a <(

:;.; ~ ID

<( :,.: Cl :i::

0

fl:'. wen I- I-fl'J z WW Cl :i -w

<( 0 > (/')I- 0 0 z iX 0::: <( a. <( ...I :a I- a. -z 1-(.? <( z :z rn w -I.I.. :E z 0 I- 0 >- <C i= I- w --o:::C O 1-Z

<o zU ::> fl)

o< <( (!) ..J

(/) (/) LU () 0 D:'. Cl.

>­lll

~ <( 0

0 z

N I

(/J ..J 0 m :e > fl)

c z <I: en c z w CJ w ..J

DRAWING NO.

P-002 CONTRACT NO.

C02101

: SHEET 8 Of 40

FILE NO. 2018-0018

8" MSG

%~ I

I

I

~

(

RELOCATED EQUIPMENT

1 I ~;· * r~- "-·'"'~-'>·-•·MJi.~, -~-"~"··-~~

LINE IS 2 INCHES

AT FULL SIZE {JF NOT 2" - SCALE ACCORDINGLY

J

GAS BOOSTER AND SILOXANE REMOVAL SYSTEM, SEE DRAWING P-102

3"MSG

~---1/1-------~

l~ /:\I\! j\j

GAS MIXING SYSTEM, SEE DRAWING P-103

I

L

6" MSG

2"CHWR

6"MSG

4"MSG /f-----1!111-(

1" CHWR

4"MSG /f------11»(

1" CHWRI

>---/ i---;/

DT

AFTERCOOLER HEAT

EXCHANGERS

CHILLED WATER PUMPS

GAS COOLING AND H2S REMOVAL SYSTEM, SEE DRAWING P-101

1.

SHEET GENERAL NOTES

THIS DRAWING SHOWS THE GENERAL CONFIGURATION OF THE COMBINED HEAT AND POWER GAS SUPPLY SYSTEM. SEE THE REFERENCED DRAWINGS FOR MORE DETAIL.

3"MSG

l

I

J

Brown AND Caldwell

"° ~ 0 C'i

w z 0:: :::> .., Cl <I'.

:>.: ~

(J)

<I'. ::..:: Cl :r: u

DRAWING NO.

P-010 CONTRACT NO.

C02101

SHEET 9 OF 40

FILE NO. 2018-0018

>­Ill

z 0 (/)

> LiJ a::

0 z

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY

' '

/

'

Pf Tl

6" MSG 4" MSG 1---~--1 )l.---l/1------"----'-lll...f.

CHILLED WATER PUMPS

HE1B1533

Pl Tl

4" MSG -----~/f-,--IC 1-----11...i

f----------4/f-,--IC f-----..J

Pl

Tl

Pl

4"MSG ---------4/f-,--!< f-----....i

1--------l/f---k

HE161534 Pl

AFTERCOOLER HEAT

EXCHANGERS

2"CHWR

6" MSG P-102

6"MSG P-102

Tl

Brown AND Caldwell

00

0 <'l

LJ z Ct: ::J , ~ ;;:

t!:! Cl

<( :,,,: 0 13

0:: WVJ I- I-mz WW (!) :ii

<cw in I- > 0 :z 0 0::: < !f <...I~ I- ll.. .... z I-(!) <Zz en w -u. :E z 0 I- 0 >- <i= I- w-- o:;O 01-Z

<o :z () ::::> en e>< < (!') ...I

U) (J) UJ 0 0 et:: a.

>­co

z. 0 (/)

> w 0::

ci z

en IX w ....I ...J -:c 0 Q z <t CJ z ..... _. 0 0 0 (/) <C CJ

DRAWING NO.

P-101 CONTRACT NO.

C02101

SHEET 1 0 OF 40

FILE NO. 2018-0018

·".V~

l l ,-,,, J !.J

0 0 (f) (I) ::z :2: (()

:

f.1 ! (D

D

LINE IS 2 INCHES

AT FULL SIZE (lF NOT 2" - SCALE ACCORDINGLY

I I I ··'

6"MSG

DPIT

DT

SILOXANGE REMOVAL VESSEL3

FLT161553

6"MSG

1-·-·-r" r·· · J ,r·-, fl -r--~· "') !""\t::L( ;.,.,,f"\; t:.L

h .... -<'t, Ii l,·n.~~- · l I ::::o• 1 ii::-ui:·N,.

6" MSG

6"MSG P-101

TO AFTERCOOUNG HEAT EXCHANGERS

6"MSG P-101

FROM AFTERCOOUNG HEAT EXCHAGERS

3" MSG

TEMPORARY BYPASS

CONNECTION

TO WASTE GAS BURNERS

i 'l/4'' r~/lSG , ............................ . 1 iJ1

TO DIGESTER GAS HEAT EXCHANGERS

Brown ANo Caldwell

ro 0 <'>!

w z ::> ...,

~ ...: 0

0:: Cl ...: ;.: CIJ

::,:: :i: 0

2 0 0

DRAWING NO.

P-102 CONTRACT NO.

C02101

SHEET 1 i OF 40

FILE NO. 2018-0018

>­CD

z 0 Vi 5 UJ 0::

ci z

SCRMODS (FUTURE BY

OTHERS)

L_·-·-·-·-

LINE IS 2 INCHES

AT FULL SIZE IF NOT 2" - SCALE ACCORO!NGL Y

---L~-~-"«\, ·-·y-·

!

FNGINE 2,

3" NG

>1-L~/I 4" MSG~---<l/f-..l---+:

I

J

I

I

-·- _J

Brown AND Caldwell

00 ~

0 "l

w z Ct'. :::> -, 0 < ;;.:

~ co < lo:: a ::c

(.)

:;: w _, co <(

f;l ~ Cl

a:: w if) I- I-fl) z WW (.') :IE -w <c>

Cl) I- 0 0 z fl:: a:: < fl. <( ..J ::i I- ll.. -ZI-(!) <( z z en w -II.. ::!: z 01-0 >- <( i= .... w-- it: c 0 I- :z

<o zO ::i Cf)

c:i< < (!) ..J

Ci ~ 0 tr a.. a.. <(

(/) (/) w () 0 0::: 0..

>­co

z 0 1ii 5 w 0:::

d z

>. co

:E w I-en > 00 Ci z ..... x .... ~ 00 <C G

DRAWING NO.

P-103 CONTRACT NO.

C02101

SHEET 12 OF 40

FILE NO. 2016-0018

-

I·

1

2

POST BASE FOR FRAMING CHANNEL----~

SS ANCHOR BOLTS WITH DOUBLE NUTS,

DIAMETER AND LENGTH AS REQUIRED

FRAMING POST BASE

PIPE STANCHION,

A v

GROUT AFTER LEVELING WITH NON-SHRINK GROUT

NOTTO SCALE

FLUSH

1" MALE NPT x 1" FEMALE HOSE ADAPTER-TYP--~

1" VALVE-TYP SEE-NOTE 2

1" CLOSE NIPPLE-TYP---.

HALF COUPLING OR EQUAL. INSTALL BEFORE PIPE IS LINED, TYP ------...__

(:I I/

FLUSH ORAlR VENT (NOTE 2)

' I '

I I I I 1

I I I l

'I I

'\

)

j I

t-=;:t--1--+-+- ----"<,'----- --.....]\./.._._,___ < --++-_, ~v ~RiJil I I ) I

- -" I B'li f---..----"/ '\."-''-r-/---.--+l---r-_____,

BLIND FLANGE TAPPE~D~ ~~ \_SERVICE PIPE __/ *~~__, FOR 1" NPT, ECCENTRIC ,-- J

FOR HORIZONTAL, ( ~ CONCENTRIC FOR " ~ lJ, J,-1 VERTICAL PIPE. -~ 1-+--i' FLUSH

1 !OR DRAIN (NOTE 2)

SIZE AS REQUIRED--.....~ '-''

ASTM A36 STEEL ~ PLATE, 1/2" MIN ----1--. 1/4 v END OF RUN

CONDITION HORIZONTAL RUN CONDITION

' r"+---7---+'-t-. ' ,

SS ANCHOR BOLT WITH FULL THREADED STUDS. DIAMETER AND LENGTH AS REQUIRED -----~

I

I-"-- D

GROUT AFTER LEVELING WITH NON­SHRINK GROUT

,.--- FINISHED FLOOR

1" MIN, 4" MAX--1 ---'~ 111. . .; . iii\ ;: l ··.· .. I i. : ;- .. : · ... r:. ·. ' ... ·· _-i:.~ .···\f

• · ~-LEVELING NUT

NOTES:

1. DRAIN AND/OR AIR RELEASE SHALL BE PIPED DOWN NEAREST WALL WITH VALVE 4 FEET ABOVE FLOOR WHEN SERVICE PIPE IS MORE THAN 6-FEET ABOVE FLOOR.

2. FLUSHING COCK VALVE TYPE SHALL BE AS SPECIFIED IN PARAGRAPH 15150-2.02. AIR VENT DRAIN VAL VE TYPE SHALL BE AS SPECIFIED IN PARAGRAPH 15095-3.03.

STANCHION BASE PLATE NOT TO SCALE 3 FLUSHING COCK OR DRAIN DET All NOTTO SCALE

~ ~~ '//////// '//////// '////////

I A I _, I ,, A ,0

EXISTING EQUIPMENT, PIPING, OR STRUCTURES TO BE REMOVED

TO BE BUil T FOR FUTURE REMOVAL

EXISTING FACILITIES (SCREENED)

NEW FACILITIES (SOLID)

FUTURE FACILITIES

--------- HIDDEN LINE

------- NEW CENTERLINE

-------- PROPERTY LINE

------ MATCH LINE

LINE IS 2 INCHES

AT FULL SIZE

WATER SURFACE ELEVATION

@ AT

& AND

0 ROUND OR DIAMETER

L ANGLE

CENTER LINE

It PLATE OR PROPERTY LINE

NOTE DESIGNATION

W/ WlTH

W/O WITHOUT

0 @

, - --- ' ' '-' ,

' '

I T

-- ' v ,

ADJUSTABLE SPEED CONTROLLER (ELEC)

ADJUSTABLE FREQUENCY DRIVE

ADJUSTABLE SPEED DRIVE (MECH)

MOTOR

BLOWER OR CENTRIFUGAL FAN

HEAT EXCHANGER, PLATE AND FRAME TYPE

HEAT EXCHANGER, STRAIGHT TUBE TYPE

HEAT EXCHANGER, SPIRAL TYPE

CHILLER

' '

(IF NOT 2" ·SCALE ACCORDINGLY)

SINGLE LINE

11

8

E

I ,-

§r---

0

xx

l xx

~ xx

0

PIPE AND FITTINGS

DOUBLE LINE

)~> __ ffi~--"<<l FLANGED JOINT

< '1.---><o PLAIN OR GROOVED END <~! --<tJ ) MECHANICAL COUPLING

),,_) _ __,II]---><<l 6~8~A~~A~6~~~~~L "----------'. JOINT

),....) --3---"<il WELDED JOINT

< il::=:fi: o SLEEVE TYPE o ~ ) MECHANICAL COUPLING

~ RESTRAINED SLEEVE TYPE MECHANICAL COUPLING

<,...._..,..~. -.··.··. o FLANGED COUPLING 0 ff ) ADAPTER

~ RESTRAINED FLANGED ~ COUPLING ADAPTER

1,,,_ __ ffi .. ~--><P GROOVED END ADAPTER 0 Ill > FLANGE

)i.-) --+!~-!+· _....,<l UNION

SINGLE LINE

G--1-

G__,_1-

I 8 I

I 81

ACTUATORS

DOUBLE LINE

~ ~ ELASTOMER AND FABRIC ) ;-~ EXPANSION JOINT

~ •.· ... ·· c; EXPANSION JOINT 1 [FM!] · (SEE SPECS FOR TYPE)

~ FLEXIBLE METAL HOSE

@:till 'l ELBOW UP

a - 'l ELBOW DOWN

~TEEUP

E:fl!IP TEEDOWN

b : ~ LATERAL UP

h : z IP LATERAL DOWN

b ill=ID=3 CONCENTRIC REDUCER

~ ECCENTRIC REDUCER

MOTOR OPERATED VALVE

SOLENOID VALVE

DIAPHRAGM OPERATED VALVE

PISTON OPERATED VALVE

GAC FILTER

GENERATOR

SILENCER

TANK, NON-PRESSURE TYPE

REDUCED PRESSURE BACKFLOW PREVENTER

INLET AIR FILTER OR FILTER-SILENCER

t

ELECTROHYDRAULIC OPERATED VALVE

XX FAIL POSITION

FO FAIL OPEN FC FAIL CLOSED FLP FAILED LAST POSITION

GENERAL PIPE HANGER AND SUPPORT SYSTEM NOTES:

1. $EE SPECIFICATION SECTION 40 05 01 FOR DESIGN OF PIPE SUPPORTS SYSTEM. SEE SPECIFICATION SECTION 40 05 07 FOR PIPE HANGER AND SUPPORTS. SEE SPECIFICATION SECTION 40 05 07.13 FOR SEISMIC RESTRAINTS FOR PIPING. SEE SPECIFICATION SECTION 40 05 07.16 FOR EXPANSION CONTROL SYSTEM.

2. THE CONTRACTOR SHALL NOT USE EPOXY ADHESIVE ANCHOR BOLTS OR EXPANSION ANCHORS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CONSTRUCTION MANAGER, UNLESS OTHERWISE SPECIFIED.

3. THE CONTRACTOR SHALL LOCATE HANGERS AND SUPPORTS TO ENSURE THAT CONNECTIONS TO EQUIPMENT, TANKS, ETC, ARE SUBSTANTIALLY FREE FROM LOADS TRANSMITTED BY THE PIPING.

4. CAST FITTINGS WITH FOOT-TYPE SUPPORTS ARE PROHIBITED.

5. WHERE PIPING IS CONNECTED TO EQUIPMENT, VALVES, PIPING ASSEMBLY, ETC, THAT WILL REQUIRE REMOVAL FOR MAINTENANCE, THE PIPING SHALL BE SUPPORTED IN SUCH A MANNER THAT TEMPORARY SUPPORTS SHALL NOT BE NECESSARY FOR THIS PROCEDURE.

6. ALL ANCHOR BOLTS SHALL BE TYPE 316 SS.

NOTES:

1. THIS DRAWING IS GENERAL IN NATURE. SOME SYMBOLS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS.

2. SEE DRAWING M-003 FOR EQUIPMENT

NUMBER PREFIXES, DESIGNATION SYSTEMS AND PIPING SYSTEM SYMBOLS.

3. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN CATEGORIES FOR CONVENIENCE ONLY; SYMBOL MAY BE USED ON ANY OF THE CONTRACT DRAWINGS.

Brown ANo Caldwell

DRAWING NO. M-001

CONTRACT NO. C02101

: SHEET 13 OF 40

FILE NO. 2018-0018

>­ro

d z

f

EQUIPMENT PROCESS AND SIGNAL CROSS REFERENCE SYSTEM ~ESS~<

PREFIXES PIPELINE DEVICES ~I'll D. Ro ' "''> ,.:f."

l.U

";'t''-'''ii~. 12161 ,55 LINE CROSS REFERENCE llr *

SYMBOL LOCATION IDENTIFICATION LETTERS #" EQUIPMENT EQUIPMENT

8-i ---{)::l::1-- GLOBE VAL VE (NORMALLY OPEN) c1v1'- o'<'-

PREFIX EQUIPMENT TYPE PREFIX EQUIPMENT TYPE 0 ~l,· . ;, TRAP

BL BLOWER M MOTOR --t::«l- GLOBE VALVE (NORMALLY CLOSED) ) FROM ) ) I ) TO > l

BP BACKFLOW PREVENTER Mee MOTOR CONTROL CENTER

cb BPV BACK PRESSURE REGULATING VALVE MEE MISCELLANEOUS ELECTRICAL EQUIPMENT ~ BALL VALVE (NORMALLY OPEN) ea SEDIMENT TRAP

VJ 0

MME MISCELLANEOUS MECHANICAL EQUIPMENT ~ BALL VALVE (NORMALLY CLOSED) ~

CHR CHILLER MOP MOTOR OPERATOR I I I t::: "'"" i:tj

CP COMPRESSOR Ms SEPARATOR ---10+--0 .....

PLUG VAL VE (NORMALLY OPEN) :>. t:1 DT GAS DRIP TRAP ..... d

CRN CRANE .... UC/1

1•1 PLUG VALVE (NORMALLY CLOSED) TO/FROM SYMBOL EXAMPLES CV CONTROL VALVE p PUMP

Pl PRESSURE INDICATOR u -N-M-601 M-602

SEPARATOR BUTTERFLY VALVE I ~ M-602 ) ) M-601 ) I DPIT DIFFERENTIAL PRESSURE INDICATING TRANSMITTER PIT PRESSURE INDICATING TRANSMITTER ( l

DT DRIP TRAP PNL PANEL T ~ SWING CHECK VALVE (TO) (FROM)

-DU DRIVE UNIT PRV PRESSURE REGULATING VALVE PIPELINE FILTER DEFINES A LINE CONTINUING FROM DRAWING "35-P-101",

PSV PRESSURE SAFETY VALVE -----+Qt- BALL CHECK VALVE >-CD -

E ENGINE-GENERATOR MODULE PVL PRESSURE VESSEL ;+1 EVAPORATIVE COOLER I

BALANCING COCK EC M-601 M-602

EF EXHAUST FAN REC AIR RECEIVER AIR VENT ) M-602 ) ) I ~ M-601 > --*---

\ ( z ET EXPANSION TANK PNEUMATIC VALVE (FROM) (TO) a

(!)

SF SUPPLY FAN -CJ DEFINES A LINE CONTINUING FROM DRAWING "M-602", > AIR SEPARATOR

~ w a::

F FAN sv SOLENOID VALVE

FA FLAME ARRESTER

to SOLENOID VALVE

FLT FILTER T TANK DRAIN

~ THREE WAY VALVE

TE TEMPERATURE ELEMENT PROCESS LINES ~ ~ GEN GENERATOR Tl TEMPERATURE INDICATOR NEEDLE VALVE <(

Cl DV DRAIN VALVE

GV GRAVITY VENTILATOR TIT TEMPERATURE INDICATING TRANSMITTER -o=o- PUMP FLEXIBLE CONNECTION NEW PRIMARY PROCESS FLOW 0 FITTING z

HE HEAT EXCHANGER us UTILITY STATION NEW SECONDARY PROCESS FLOW

HRB HEAT RECOVERY ~LENGER + PRESSURE AND VACUUM '~ 00 .\)"'

WH WATER HEATER - REUEFVALVE - - FUTURE ~ ,,~

0 -~"' SIGHT GLASS "' LVR LOUVER

--~ EXISTING PROCESS FLOW, EQUIPMENT, OR SIGNAL PATH LJ I:>! <!) - - ·-"'"=·· ... ~~-.~,,,.-F<=~-~~~~-.-~-,_,,,,_,-~,..,_,_ z . !; .... -VACUUM RELIEF VALVE :::> a: " .., 0 ~ 0

I I < <I>

NEW/EXISTING CONNECTIONS :>-: .<;;

-{ 11 <:>.

8 !D ~

PIPING SYSTEM ABBREVIATIONS PRESSURE RELIEF VAL VE < :.:

~'i ----· ENCLOSURE BOUNDARY 0 :i:

v 0

ROTAMETER r-, ~~

-i' PROCESS AREA ~~ --------- ·~ ~·· ~

SYMBOL SERVICE SYMBOL SERVICE AUTOMATIC AIR VENT Ci ~ c:

CHWR CHILLED WATER RETURN

!~ " SA SERVICE AIR VENDOR PACKAGE BOUNDARY -e --- - - -- ::::>

CHWS CHILLED WATER SUPPLY SD SANITARY DRAIN ~ STD STORM DRAIN -a- ELASTOMER AND --[ ll.

D DRAIN FABRIC EXPANSION 0 ~

MANUAL AtR VENT (/) 0

VENT JOINT :;.: a:

v ~ CL !D CL

LSG LOW PRESSURE SLUDGE GAS EQUIPMENT IDENTIFICATION SYSTEM <( <

l~I &l ~ • WTC WATER TREATMENT CHEMICAL

0 >. STRAINER }

!D

MG MIXED GAS I 'YI • AERATION AIR EQUIPMENT NAME

BLOWER 1 MSG MEDIUM PRESSURE SLUDGE W1 POTABLE WATER (CITY GAS D QUICK CONNECTOR I BL4201 I - EQUIPMENT NUMBER

WATER) 0::: w 00

NG NATURAL GAS I I ·I- I-

3 CAP OR PLUG ,P,1181,51, Cl) z ~ W2 NONPOTABLE CITY WATER WW

W3 NO. 3 WATER (SECONDARY (,!) ::i w

; I -w c~ EFFLUENT) BLIND FLANGE <c>

EQUIPMENT- - SEQUENTIAL Cl) I- 0

~ SAMPLING AND FLUSHING PREFIX LOCATION NUMBERING ozo::: Z> CONNECTIONS a: :5 Q. -' c:(W

CODE <( ~11.;'! () cnz z I- (,!) z ,..J 0 <(

J;b <Zz :c o-

FLOAT VALVE Cl) w - () 00 !;;( u. ::i z UJ 01-0 :;:;; ~z

-ti->- <( i=

TRIPLE DUTY VALVE ~w- >CJ -o:::C W-0 I- z en

kJ <o w DOUBLE DISK CHECK VALVE :z u c - NOTES: ::> CJ) (!) <

_g__ 1. THIS DRAWING IS GENERAL IN NATURE. SOME SYMBOLS SHOWN HEREON MAY NOT BE USED ON <( (,!)

THE CONTRACT DRAWINGS ...I

SELF-CONTAINED PRESSURE REGULATING VALVE 2. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN CATEGORIES FOR

CONVENIENCE ONLY; SYMBOLS MAY BE USED ON ANY OF THE CONTRACT DRAWINGS. DRAWING NO. M-002

CONTRACT NO. C02101

Brown AND Caldwell : SHEET 14 OF LINE IS 2 INCHES

40 I , , I

AT FULL SIZE FILE NO. 2018-0018 (!F NOT 2" - SCALE ACCORDINGLY)

f

1/4 3/16" 1(- SEE NOTE 15

• •• . TANK SIDE OF WALL-MODULAR MECHANICAL .- ;:! .

.. SEE NOTES 16 AND 17 ..

EXPANDING RUBBER SEALANT SEAL I I

I I

NOTE: SLEEVE DIAMETER SHALL BE AS RECOMMENDED PIPE BY THE MECHANICAL SEAL PIPE SLEEVE MANUFACTURER MIN SCH 20

4 TYPE A PIPE PENETRATION FOR WALLS

PIPE SLEEVE­MIN SCH 20--------

-.-'<-~-Ttr--,-+---,- 1/4

,---+-----CEMENT GROUT 2" MIN------~

~-PIPE

I I I I ---+-+---+---1/2"

~-,-,..,......,-,--r---.-,__,,..

IF EXPOSED TO EARTH OR . . LIQUID, PROVIDE 3/16" P WEEP RING ON SLEEVE­

_,,•.:__---,1..ii~~-'-"-'- '----PROVIDE SEALANT AND

SEE NOTE 15-------~

5 TYPE B PIPE PENETRATION FOR WALLS

BACKER ROD OR TAPE ON TANK SIDES (BOTH SIDES IF REQ'D), OUTSIDE WALLS, AND WALLS EXPOSED TO EXPLOSIVE HAZARD AREA

PIPE SLEEVE ---rrf\l ~-----PIPE JOINT LIGHT WEIGHT

3/16" PLATE SEE NOTE 15

~ • •

I t-1/2" MIN. -I I

TANK SIDE OF I

WALL- SEE NOTES 16AND17 • .. NA---+---SEE NOTES

6"T • 6" TO 7 AND 14 9" 9"

PIPE SLEEVE 3" MIN MIN SCH 20 --

8 TYPE B PIPE PENETRATION FOR WALLS,FlOORS AND CEILING

2" MIN----..-

6'

I -r- · .. PIPE SLEEVE MIN SCH20

FINISHED FLOOR

9

WRAP PtPE FOR CATHODIC PROTECTION­SEE SPECS

TYPE F PIPE PENETRATION 0 R

2"MIN . "' ..

PIPE--~

12

.,

PIPE SLEEVE­MIN SCH20

MIN SCH 20-------~ SLIP ON FLANGE PROVIDE SEALANT WROUGHT PIPE MSSTYPE8 CLAMP-AS REQ'D

C.I. WALL PIPE WITH INTEGRALLY CAST WEEP RING-~

AND BACKER ~--1/2" ft FLANGE RO•>---~

3" MIN-SEE

I.NOTES_ 1/2"MIN-~

TANK SIDE OF WALL, SEE NOTE 16 AND 17 --~-i ••

3/16" !(-SEE NOTE 15---====::1-4;---'-- ~--SEE NOTES 7 AND 14 '-----3" MIN

6 TYPE C PIPE PENETRATION FOR WALLS, FLOORS AND CEILING

WEEP RING ----~

FLANGE---~

,-------TANK SIDE OF WALL­SEE NOTES 16 AND 17

"' ., .

--+--~11r.-'-'=""'==~-----CIWALLSLEEVE

~+---+--3" MIN- SEE NOTE 8

7 TYPE D PIPE PENETRATION FOR WALLS

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY)

WITH INTEGRALLY CAST WEEP RING

\---.-~~-'r-,

FINISHED FLOOR ~~~i--,,,.,.,, ---iH- - - -

">1/4 -16"

• • r"""-~--+-PIPE ..

,__~~1- -,- _ SLEEVE

10

WEEP RING-SEE NOTE 15 -~

MIN SCH20

12" MIN 11/2" MAX

CONCWALL OR FLOOR­SEE NOTE 10

//CURB-SEE

/_sNOTE9

".-. --"M-...'---!lr-.-+,: 1=nf '" _____,.,___,__ I -

'-'--~~-'4 ---~---+--1/4" It

4"

.•

13

CIRCULAR RUBBER GASKET

I I

v---CORK JOINT FILLER

CLASS 15rf2::-:S:::::~~r'=r=r C.I. PIPE WITH PUSH-ON RUBBER GASKET=:t::.~~""

11 TYPE K PIPE PENETRATl.ON FO · 14 FLEXIBLE JOINT ON DRAINAGE WALLS, FLOORS AND CEILING LINES AT STRUCTURE JOINTS

· ., ., ·?+---- CEM·ENT GROUT-SEE PROVIDE N 5 ·"

OPENING 4" '··· • , NOTE 12

~~~~ER l-;:::_.==1:~:'~;""~·~~:~,~~~a~~·~·~~·~~:t:'.:::::;:;--~~~g~~~ER~~~:i::~ PIPE OD I I I I ON TANK SIDES

I I I I (BOTH SIDES IF REQ'D), ""--+I +I =""""""""""""I I .. ,, .. ,,,,;;?~''"""'''"·•, ,, OUTSIDE WALLS, AND

WALLS EXPOSED TO EXPLOSIVE HAZARD AREA

15 EXISTING WALL PIPE PENETRATION

STEEL FLANGE-----~

INSULATING GASKET----_

DUCTILE IRON FLANGE------~

INSULATING SLEEVE -~

BOLT AND NUT

INSULATING WASHER-TYP ----~

16 INSULATING FLANGE

STEEL WASHER-TYP

PIPE PENETRATION TYPES CONDITION TYPE

FROM TO STEEL PIPE CAST IRON PLASTIC PIPE

1 TANK TANK

A,B,CORK A,8,0,EORJ AOR8 BELOWWS

2 TANK TANK

AORB AORB AORB ABOVEWS

3 PASSAGE TANK

A,B,CORK A,8,0,EORJ AORB BELOWWS

4 PASSAGE TANK

A,BORH A,B,F OR H A,B,FORH ABOVEWS

5 PASSAGE PASSAGE G OR H SEE GORHSEE G OR H SEE

NOTE6 NOTES NOTE6

6 PASSAGE OUTSIDE

AORB A.BORD AORB WALL

7 PASSAGE ROOF AS SHOWN

8 TANK OUTSIDE

A,B ORJ A,B,DORJ AORB WALL

SHEET GENERAL NOTES

1. WHERE PIPES PASS THROUGH WALLS, FLOORS OR CEILINGS, PENETRATIONS SHALL CONFORM TO TABLE EXCEPT AS OTHERWISE SPECIFIED.

2. IN TABLE, ''TANK" SHALL MEAN ANY PART OF A STRUCTURE CONTAINING LIQUID OR IN CONTACT WITH THE EARTH.

3. IN TABLE, "PASSAGE" SHALL MEAN ROOM, GALLERY, TUNNEL OR SIMILAR ENCLOSURE.

4. IN TABLE, WATER SURFACE "WS" SHALL MEAN AN ELEVATION 9 INCHES ABOVE MAXIMUM WATER SURFACE SHOWN.

5. ALL STEEL SLEEVES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.

6. IN CONDITION 5, TYPE A,B,C,E, ORK PENETRATION SHALL BE USED WHERE ONE SIDE IS DESIGNATED AS HAZARDOUS (CLASSIFIED), WHERE FLOODING IS POSSIBLE OR WHERE SPECIFIED.

8.

9 .

10.

11.

12.

13.

14.

15.

16.

17.

18.

WHERE SPECIFIED, CAST IRON FLANGES MAY BE INSTALLED FLUSH WITH WALL AND TAPPED FOR STUDS.

PROVIDE CURB WHERE PENETRATING FLOOR, EXCEPT FOR PENETRATION TYPES F AND H. CURB SHALL BE 4 INCHES HIGH BY 3 INCHES WIDE.

PROVIDE MINIMUM 3 INCHES CLEARANCE BETWEEN REINFORCINGSTEEL AND FERROUS METAL PENETRATIONS.

FLEXIBLE JOINTS SHALL BE PROVIDED FOR UNDERGROUND PIPING AS SPECIFIED.

NEW OPENINGS IN EXISTING CONCRETE SHALL BE CUT 2" OVERSIZE, COATED WITH EPOXY BONDING COMPOUND AND MORTAR FINISHED TO THE REQUIRED FINISH SIZE.

INSULATION SHALL NOT EXTEND THROUGH SLEEVES, UNLESS OTHERWISE SPECIFIED.

WHERE CAST IRON PIPE IS EMBEDDED IN CONCRETE AT AN EXPANSION JOINT, USE DETAIL L.

WEEP RINGS SHALL HAVE A MINIMUM DIAMETER 3-INCHES GREATER THAN THE OUTSIDE PIPE DIAMETER

"TANK SIDE OF WALL" SHALL MEAN SIDE OF WALL NORMALLY EXPOSEDTO LIQUID, EARTH, OR OUTSIDE ATMOSPHERE.

SEAL WITH MASTIC SEALANT WHERE WALL IS EXPOSED TO LIQUID, EARTH, OR A HAZARDOUS (CLASSIFIED) AREA

NOT ALL WALL PENETRATIONS ARE USED IN THESE CONTRACT DRAWINGS.

Brown AND Caldwell

llO ~

0

"' 0 z :::> 0:: "') Cl

<(

:;.: ~ ro <( :.<: 0 :i:::

(,)

0.. (,) (.!)

:;.: w ~

ro (,) ~ (.!)

.0 ::i

2-c:. 0 ~ 0 0:: 0.. 0.. <(

l'l,l\ ~ 'i;,"t

., ... " 0

>­CD

z 0 U'l > w Cl:'.

w I-<( 0

d z

0 >. co

0:: w"' I- I-en :z WW 'I""' (.!') :i!E UJ -w <o> ..J

(/) I- 0 -OZo;: ~ a:: <( ll. _J

<( ...J :liE <:( w """ Q.. -

(.) c z I- (.!') z -« z z <:( c :r: (I) w - (.) a: Li.. :i!E z w <( 0 I- 0 :?i >- <( i= c I- w- z - £1:'. 0 0 I- z <(

<(o I-zO m ::i 00

~~ ...J

DRAWING NO.

M-003 CONTRACT NO.

C02101

SHEET 15 OF 40

FILE NO. 2018-0018

RISER EXTENDED TO SURFACE WITH FRAME AND COVER WITH TYPE Ill CLEANOUT. SEE DETAIL 21/M-005 -~

1/8 BEND -----~

ONE PIECE STD LENGTH PIPE-~

[4"MIN

UNDISTURBED SOIL

17 EXTENDA.BLE CLEA.NOUT

YARD ALTERNATE 1

""' (NO PAVEMENT) i CLASS E 2'-0" SQ

CONCRETE z

CLASS E CONC ENCASEMENT

~-- ONE PIECE STD LENGTH PIPE

r---- STD PLUG

CAST BELL FLUSH WITH CONCRETE ENCASEMENT

PAVEMENT ALTERNATE

3" CLEAR PROVIDE SMOOTH TRANSITION TO

:2 _ ADJACENT ~

-~--+---r~'""':i:7,r;;s:SS:SO$:s~'WJ~"'"'~T7~PTAVEMENT =

=

CAST IRON FRAME I AND COVER~

21 TYPE Ill CLEANOUT

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY)

',.--.,

PACK ANNULAR SPACE WITH JUTE

LEAD SEAL PLUG CALKED FERRULE CLEANOUT REFERENCE SPEC SECTION 15400

RISER EXTENDED TO SURFACE WITH FRAME AND COVER WITH TYPE Ill CLEANOUT. SEE DETAIL 21/ M-005

1/8 BEND

DRAIN-~

18 LINE END CLEA.NOUT

CLASS E CONC ENCASE LOWER 180°

2'-0 LENGTH OF PIPE

UNDISTURBED SOIL

FINISHED FLOOR

19 TYPE I FLOOR DRAIN

FLOOR DRAIN. REFERENCE SPEC SECTION 15400

FORM 2' DIA. DISH WHERE SPECIFIED-~

FLOOR DRAIN REFERENCE SPEC SECTION 15400 -~

FINISHED FLOOR---....

20 TYPE ii FLOOR DRAIN

Brown AND Caldwell

co 0 ~

uJ z :::> ...,

~ -<( 0

w -' <( (.) U')

~ .,

• £; ... 0:: 0 o ~ 0 <(

>= .!:;; ~

CD Q :le: :r; I (.)

~~ 0 .

~ Ci b ~· ::i ' ~ "' .,,.

;~ a.. (.) (fl

0

>= 0:: a.. CD a..

~ <(

>, CD

>­CD

ci z.

i c: 0 -e :::>

~

DRAWING NO.

M-004 CONTRACT NO.

C02101

SHEET 16 OF 40

FILE NO. 2018-0018

LEVELING BLOCK (SEE KEY NOTE 6)

<J ,j

LINE IS 2 INCHES

AT FULL SIZE IF NOT 2" - SCALE ACCORDINGLY

<J

<J 4 . 4 <1

. <I <I .

'----HOUSEKEEPING PAD

EQUIPMENT LEVELING WITH SHIMS AND LEVELING BLOCK

" <J

<l "

" <I

<! . "

4 .

-:rsg--.-_- -_ - ---=-=+:: :+:-: -=-:rs ::r-=­:-:+: :+:-:

:::- .:1

<J

.. :- .. . :.- -. . ;- .. ~- .:.. . ···.,··-. . :··· ,. ·-·

. · .. · .• '·.- .>-. ..... __ , ..

<J .

" .

<J

4

<J

_,.: ><~ :.:·:·.-:::···:··:: ·. '..,-, : .. ';·.· .. -. .., ' . : ·' ' .. . ,_ ... : ;

·, · .. · ..... ' ·. _, - .

. '.' ' . ·'' ,.: -··

<}

'1 . <J

,___ HOUSEKEEPING PAD

EQUIPMENT LEVELING WITH WEDGES

. <I

"

- - :-: <J ,j --- - -

::'·· ; f. • .•

. :, ·.: .. - :· ' ··:,

<J

~:. . ' ·-. :·

4 <l .

.___ HOUSEKEEPING PAD

EQUIPMENT LEVELING

. <I

. ··:.,

1" JACKSCREW DIA MIN

,,: '.:-. ·;' .....

4 <I

0 v

LEVELING PLATE FOR JACKSCREW

(SEE KEY NOTE 16)

WITH LEVELING NUTS OR JACKSCREWS WHEN BASE PLATE WEIGHS

<200 POUNDS - SEE KEY NOTE 4

0 0

0 © © 0 © 0 @ @ ® @ @ ® @

KEY NOTES:

LEVELING NUTS MAY BE USED FOR LEVELING BASEPLATES, SOLEPLATES AND MOUNTING BLOCKS WEIGHING LESS THAN 200 POUNDS. PROVIDE BLOCK OUT FOR BACKING OFF LEVELING NUT AFTER GROUT HAS CURED. OMIT JACK SCREWS AND LEVELING PLATE (KEY NOTE 4) IF LEVELING NUTS ARE USED FOR LEVELING.

OMIT THE LEVELING NUTS (SEE KEY NOTE 1) AND PROVIDE VERTICAL JACKING SCREWS OPERATING AGAINST LEVELING PLATES IF JACK SCREWS ARE USED FOR LEVELING (SEE KEY NOTE 4). GREASE JACKSCREW TO PREVENT BONDING WITH GROUT BACK OFF AFTER GROUT HAS SET.

EPOXY GROUT. SEE SECTION 03600 CEMENTITIOUS GROUT MAY BE USED FOR EQUIPMENT WITH DRIVERS 5 HP AND LESS IF EQUIPMENT WEIGHS LESS THAN 1000 POUNDS.

LEVELING PLATE FOR JACK SCREW, SEE DETAIL ABOVE.

BLOCK OUT FOR ACCESS TO LEVELING EQUIPMENT AFTER GROUTING BASEPLATE/SOLEPLATE.

4"x4"x1-1/2" THICK STAINLESS STEEL SLOTTED LEVELING BLOCK. D EQUALS ANCHOR BOLTS OUTSIDE DIAMETER.

STAINLESS STEEL SHIMS, 5 MAX.

GROUT RELIEF HOLE, TYPICAL FOR BASE PLATES AND SOLE PLATES.

GROUT POURING HOLE, TYPICAL FOR BASE PLATES AND SOLE PLATES.

WEDGES.

SMOOTH, LEVEL CONCRETE SURFACE AT LEVELING POSITIONS.

ROUGHENED SURFACE OF CONCRETE FOR GROUT BOND.

GROUT POURING FUNNEL.

GROUT RELIEF STANDPIPE.

STEEL SUPPORT PLATE

LEVELING PLATE THICKNESS SHALL NOT BE LESS THAN JACKSCREW DIAMETER, 1/2" MINIMUM.

Brown AND Caldwell

DRAWING NO.

M-005 CONTRACT NO.

C02101

SHEET 17 OF 40

FILE NO. 2018-0018

>­ID

z 0 (/)

5 w a::

d z

PROTECT EQUIPMENT ANCHOR FROM GROUT ABOVE CONCRETE WITH THREE LAYERS OF DUCT TAPE-------------

REFER TO M7010 WHEN GROUT DOES NOT EXTEND TO EDGE OF EQUIPMENT PAD-----------

2" CHAMFER------~

HEAVY HEX HEADED BOLT OR ALL-THREAD WITH NUT, FULLY ENGAGED AND WELDED TO ALL-THREAD. STAINLESS STEEL SHALL BE

1.2E MIN TO EDGE OF CONG

3"MIN

:--, -.;'• ,,

I

INISHED ELEVATION OF MOUNTING PLATE. SEE MECHANICAL ORAWINGS FOR EQUIPMENT POSITION AND ELEVATION REQUIREMENTS

GROUT INSTALLEO PER SPEC SECTION 43 05 13 AFTER LEVELING OF MOUNTING PLATE

IN GROUT THICKNESS BETWEEN THE SURFACE OF THE CONCRETE EQUIPMENT PAD AND THE LOWER BASE PLATE FLANGE, UNDERSIDE OF SOLE PLATE, OR UNDERSIDE OF FABRICATED STEEL FRAME SHALL BE PER THE GROUT MANUFACTURER'S RECOMMENDATIONS

WELDED PER AWS D1 .6 --,----1~~_:;-~_:;-.;._,.f+h-~-----'--i ,,, i' ,

~; - ;-

D

·'-"---+---IEMBEDMENTLENGTH,ESHALLBE MEASURED FROM TOP OF CONCRETE. E=12DFORD ~11/2"

E = 9D FORD < 1 1/2"

CONCRETE EQUIPMENT PAD

CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHORAGE

DETAIL (M7o01) NO SCALE

EDGE OF EQUIPMENT, BASEPLATE,SOLEPLATE,OR FABRICATED STEEL FRAME--~

<j:AB

6 x AR0 -i 4 1/2" MIN I ANCHOR BOLT. WHERE H < 6'',

EMBEDMENT SHALL BE ACHIEVED IN STRUCTURAL SLAB 2"MIN

'O ..

NOTES:

WHEN H ~ 6", PROVIDE #4 CLOSED TIES @ 8" WITH 135' ENO HOOKS OR U-SHAPED BARS WITH LAP SPLICES

··' ..

. . '

o, .

. ,,· .. I .·· ... ·

. '

6" MIN WHEN ANCHORED INTO STRUCTURAL SLAB

STRUCTURAL SLAB REINFORCEMENT NOT SHOWN

SEE DETAIL M7009 FOR EQUIPMENT PAD REINFORCEMENT, DRAINAGE, CONDUIT AND OTHER GENERAL REQUIREMENTS.

LINE IS 2 INCHES

AT FULL SIZE !F NOT 2" - SCALE ACCORDiNGLY)

STATIC I NON CRITICAL EQUIPMENT PAD

DET Al L (M7o06) NO SCALE

PROTECT EQUIPMENT ANCHOR FROM GROUT ABOVE CONCRETE (OR ABOVE SLEEVE) WITH THREE LAYERS Of DUCT TAPE--------------._

REFER TO M7010 WHEN GROUT DOES NOT EXTEND TO EDGE OF EQUIPMENT PA--------------~

2" CHAMFER-------------

EQUIPMENT ANCHOR SLEEVE SHOWN WITH CYLINDRICAL STEEL SLEEVE. SEE SPEC 43 05 13 FOR ADD'L SLEEVE OPTIONS AND EQUIREMENTS. STEEL OR PVC SLEEVES SHALL BE FILLED WITH RTV SEALANT BEFORE EMBEDMENT IN CONCRETE--------

HEAVY HEX HEADED BOLT OR ALL-THREAD WITH NUT, FULLY ENGAGED AND WELDED TO ALL-THREAD. STAINLESS STEEL SHALL BE WELDED PER AWS D1.6

1.2E MIN TO EDGE OF CONG

3"MIN

,,-:-

'" .

,. __ ;

L.-·-

,.!, -

'i .. .

' '

FINISHED ELEVATION Of MOUNTING PLATE. SEE MECHANICAL DRAWINGS FOR EQUIPMENT POSITION AND ELEVATION REQUIREMENTS

GROUT INSTALLED PER SPEC SECTION 43 05 13 AFTER LEVELING OF MOUNTING PLATE

'---!MIN GROUT THICKNESS BETWEEN THE SURFACE OF THE CONCRETE EQUIPMENT PAD AND THE LOWER BASEPLATE FLANGE, UNDERSIDE OF SOLE PLATE, OR UNDERSIDE OF FABRICATED STEEL FRAME SHALL BE PER THEO GROUT MANUFACTURER'S RECOMMENDATIONS

., ""'--+----EM8EDMENT LENGTH, E SHALL

" ' BE MEASURED FROM THE BOTIOM OF EQUIPMENT ANCHOR SLEEVE OR TOP OF CONCRETE IF NO SLEEVE. E=12DFORD ~11/2".

E = 90 FORD < 1 1/2"

ONCRETE EQUIPMENT PAD

CAST-IN-PLACE EQUIPMENT ANCHOR BOLTS FOR RIGID EQUIPMENT MOUNTS

DETAIL (M7o02) NO SCALE

VALVE----~

FLEXIBLE

~--PUMP DISCHARGE VALVE

~-PRESSURE GAUGE MANIFOLD TO SUCTION AND DISCHARGE OF PUMP

CONNECTORS --~ ~---GAUGE COCK (TYP)

SUCTION DIFFUSER---~

ANGLE IRON MOUNTED TO FLOOR WITH NEOPRENE ISOLATOR BETWEEN ANGLE AND PUMP------"'

FLOOR----~

ANCHOR BOLTS BETWEEN PUMP BASE AND HOUSEKEEPING PAD SIZE PER PUMP MANUFACTURER ------' ·PUMP

M6031 - PUMP BASE MOUNTING

DETAIL (M603'1) --NO SCALE

~--COUPLING GUARD

GROUT AND ANCHOR MANUFACTURER'S PUMP BASE TO PAD

~-4" INERTIA BASE

,_, __ _ 3/16" MIN

ALL AROUND

BOLT CORE EMBEDMENT

DIAMETER DIAMETER

REFER TO M7010 WHEN GROUT DOES NOT EXTENDTO EDGE OF EQUIPMENT PAD ---,,,,

"D"

1/2"

5/8"

3/4"

"C",MIN

31/2"

3 1/2"

31/2" 2" CHAMFER--------,_

CONCRETE EQUIPMENT PAD--,

' - ,,, ·-;·'

TOP OF SLAB

ROUGHEN HOLE TO 114" AMPLITUDE MIN--------r-~---~c,.--""""l

HOLE OUTLINE PRIOR TO ROUGHENING ----------1-c?--"'---'--7"'~_,_,__,,_..""I, .,,_,

I . I ._, ''~ ~. ~

D BOLT DIA

I

I .

c CORE DlA_j

.. •''•

112" MIN

718" 31/2"

0t 1" 5"

1118" 5"

1 114" 5"

1 3/8" 5"

1 112" 6"

1 518" 6"

1 3/4" 6"

1 7/8" 6"

2" 6"

"---NON SHRINK .. ,, CEMENTITIOUS

GROUT

GENERAL NOTES:

1.

0 1 .

2 .

3.

4.

5.

6.

7.

8.

PULL TEST GROUTEDEQUIPMEN ANCHOR BOLTS PER SECTION 43 0513.

KEY NOTES:

EMBEDMENT LENGTH, E, EXTENDS FROM BOTTOM OF SLEEVE, OR EXTENDS FROM TOP OF STRUCTURAL SLAB IF NO SLEEVE OR BOTTOM OF SLEEVE IS ABOVE STRUCTURAL SLAB. SEE TABLE FOR EMBEDMENT DEPTH, E, AND CORE DIAMETER, C.

EQUIPMENT ANCHOR SHOWN WITH RIBBED PLASTIC SLEEVE.SEE SECTION 43 05 13 FOR SLEEVE OPTIONS AND REQUIREMENTS.

MINIMUM GROUT THICKNESS BETWEEN THE SURFACE OF THECONCRETE EQUIPMENT PAD AND THE LOWER BASEPLATE FLANGE,UNDERSIDE OF SOLEPLATE, OR UNDERSIDE OF FABRICATED STEEL FRAME SHALL BE PER THE GROUT MANUFACTURER'S RECOMMENDATIONS.

FINISHED ELEVATION OF MOUNTING PLATE. SEE CONTRACTDRAWINGS FOR EQUIPMENT POSITION ANO ELEVATION.

GROUT THICKNESS PER GROUT MANUFACTURER'S RECOMMENDATIONS. INSTALL PER SPEC SECTION 43 05 13 AFTER LEVELING OF MOUNTING PLATE.

MINIMUM EDGE DISTANCE EQUALS GREATER OF 6" OR 4D,

HEAVY HEX HEADED BOLT OR ALL-THREAD WITH NUT, FULL YENGAGED AND WELDED TO ALL-THREAD. STAINLESS STEELALL­THREAD ANO NUT SHALL BE WELDED PER AWS D1 .6.

PROTECT ANCHOR FROM GROUT ABOVE STRUCTURAL SLAB( OR ABOVE SLEEVE) WITH THREE LAYERS OF DUCT TAPE.

GROUTED EQUIPMENT ANCHOR BOLTS FOR RIGID EQUIPMENT MOUNTS

DE T Al L ('M'7'003) NO SCALE

"E", MIN

8"

8"

8"

8"

8"

8"

10"

10"

12"

14"

16"

18"

20"

Brown AND Caldwell

DRAWING NO.

M-006 CONTRACT NO.

C02101

SHEET 18 OF 40

FILE NO. 2018-0018

>­CD

z 0 1ii 5 w e:::

ci :z:

EMBED EQUIPMENT ANCHOR IN EQUIPMENT PAD. EQUIPMENT ANCHOR SHALL NOT EXTEND INTO SUPPORTING STRUCTURAL SLAB --.__

' . • , "..II;

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY

PLAN

SECTION NOTE:

EQUIPMENT ANCHOR

OUTLINE OF BASE PLATE, SOLE PLATE OR FABRICATED STEEL FRAME

PRIOR TO CONCRETE PLACEMENT, EQUIPMENT ANCHORS SHALL BE ACCURATELY SET ACCORDING TO THE EQUIPMENT MANUFACTURER'S MOUNTING TEMPLATE ANO FIRMLY SECURED TO PREVENT SHIFTING DURING CONCRETE PLACEMENT

TOPPING OR OTHER SURFACE IF APPLICABLE

TOP OF STRUCTURAL SLAB

1. EQUIPMENT PAO REINFORCEMENT, DRAINAGE, CONDUIT AND OTHER GENERAL REQUIREMENTS FOR EQUIPMENT PADS SHALL CONFORM TO STANDARD DETAIL M7009.

ANCHOR BOLT EDGE DISTANCE PER EQUIPMENT

ANCHOR BOLT DETAIL

3"MIN

" ,,-

' ,_ ' " -' ,- - ' .. - - ' ' -, '. . :-

PAD ANCHORED EQUIPMENT PAD

D ET Al L ("M'7007) NO SCALE

FINISHED ELEVATION OF MOUNTING PLATE. SEE MECHANICAL DRAWINGS FOR EQUIPMENT POSITION ANO ELEVATION REQUIREMENTS

GROUT INSTALLED PER SPEC SECTION 43 05 13 AFTER LEVELING OF MOUNTING PLATE

CONCRETE EQUIPMENT PAD

EQUIPMENT PAD GROUT EDGE

DETAIL (M7o10) NO SCALE

EQUIPMENT DRAIN LOCATION AS REQUIRED

© '.· ' • - • < - '

- -'~ .,<\ ~- • ~·. • • ·: -••

_ _, lRAIN CONNECTION FROM EQUIPMENT

ELECTRICAL SERVICE LOCATION AS REQUIRED

PERIMETER BARS SHALL BE OUTSIDE OF ANCHORS, PIPE AND CONDUIT. STUBOUTS FOR FUTURE CONDUIT AND PIPING SHALL BE CAPPED FLUSH

PLAN

2" CLR AT ELEVATED SLAB (3" CLR AT SLAB-ON-GRADE)

SECTION

10

STRUCTURAL SLAB

3/4" CHAMFER

POSITION HORlZONTAL LEG OF REINFORCEMENT AS REQUIRED TO CLEAR ANCHOR BOLTS

OUTLINE OF BASEPLATE, SOLEPLATE OR FABRICATED STEEL FRAME

0 1.

2.

3,

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

GENERAL .REQUIREMENTS FOR EQUIPMENT PADS

DETAIL (M7009) -NO SCALE

KEY NOTES:

#4@ 12" DOWELS FOR PADS s 12" HIGH (#5@ 12" FOR PADS> 12" HIGH)WJTH 90 DEGREE STANDARD HOOK. PROVIDE 10" EMBEDMENT INTOSTRUCTURAL SLAB OR HOOK BARS AT BOTTOM OF SLAB IF SLAB ISLESS THAN 12" THICK.

#4@ 12" EACH WAY. TERMINATE WITH STANDARD HOOKS OR CLASS BLAP SPLICE WITH DOWEL HOOKS.

#4 CLOSED TIES @ 8" WITH 135° END HOOKS OR U-SHAPED BARS WITHLAP SPLICES.

ROUGHEN SLAB SURFACE TO 1/4" AMPLITUDE. REMOVE ALL LAITANCEAND LOOSE MATERIAL. APPLY BONDING AGENT 30 MINUTES OR LESSBEFORE PLACING CONCRETE. EXTENT OF ROUGHENED AREA SHALL BE 2 INCHES INSIDE THE PERIMETER OF THE EQUIPMENT PAD.

AFTER THE CONCRETE IS FULLY CURED, THE TOP OF THE EQUIPMENT PAD SHALL BE ROUGHENED PER SPEC SECTION 43 0513.

MINIMUM 1" CLEAR AFTER ROUGHENING TOP OF EQUIPMENT PAO.

THE CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL CONDUIT AND DRAINAGE PIPING PENETRATIONS WITHIN THE EQUIPMENT PAD. ALL PENETRATIONS SHALL STUB-UP ON THE SAME SIDE OF THE EQUIPMENT AS REQUIRED FOR CONNECTION TO EQUIPMENT. EQUIPMENT PAD DRAINS SHALL BE LOCATED AT DRAINAGE CONNECTIONS FROM EQUIPMENT . EQUIPMENT PAD SHALL BE CONFIGURED ACCORDINGLY.

EQUIPMENT PAD GROUT. Ml Ni MUM THICKNESS PER GROUT MANUFACTURER'S INSTRUCTIONS.

BASEPLATE, SOLEPLATE OR FABRICATED STEEL FRAME.

2-INCH ROUGHENED CHAMFER IN CONCRETE EQUIPMENT PAD ALL AROUND INHERE GROUT EXTENDS TO EDGE OF PAD.

PRIOR TO CONCRETE PLACEMENT, EQUIPMENT ANCHORS SHALL BE ACCURATELY SET ACCORDING TO THE EQUIPMENT MANUFACTURER'S MOUNTING TEMPLATE AND FIRMLY SECURED TO PREVENT SHIFTING DURING CONCRETE PLACEMENT.

3/4-INCH CHAMFER IN EQUIPMENT PAD GROUT ALL AROUND.

FOR CONDITION WHERE STRUCTURAL SLAB IS EXISTING, DRILL HOLE AND ADHESIVE GROUT DOWELS A MINIMUM OF 6" INTO THE SLAB FOR #4 DOWELS AND 7 1/2" FOR #5 DOWELS.

Brown AND Caldwell

ro 0 "' i.J z ::::> Ct'. -, 0

<(

:>.: ~ CD

<( :.:: 0 :c

(,,)

a.. (,,) [/)

;;.: w ..J CD < (,,) ~ [/)

~t '~~ "-'1:,1

'"r<~ \ --., i:~~

"" "' .!:; <J 0

~ 0

"' .s: "" LS I '-.s-., ' " ""'{;'\ ~ ~

15 ~~ ~~ ::) '\ _-. g,_ ~,,_ ... }

"' ~ (;:) •

Ci s: \t, ~ 0 )\, er o,_

~

>­Cll

5 1ii 5 w a::

~ -<( Cl

d z

il c: 0 -e

::::>

3

D ,.., Ill

Cl:: Cf) w "' I- I- "' (I) z ..J ~~ ....

<t -w <( c > I-00 I- 0 w 0 z a:: c ix: <( 11. ...J w < ..J :! ~ !-- Q. - z U) ZI-(!) <t c( z z <(

:r: m Cl) w- 0 I.I. ::.lB z UJ I-01--0 :2' > <( ~ z I- w- w - Cl:: c

~ 0 I- z <o Q. zU -:::,) "' ::::> (!) <( 0 < (!) w ..J

DRAWING NO.

M-007 CONTRACT NO.

C02101

SHEET 19 OF 40

FILE NO. 2018-0018

LINE IS 2 INCHES

AT FULL SIZE (!F NOT 2" - SCALE ACCORDINGLY)

FLT161561 FLT161562

6" MSG

.. ~"'"'·"'"''~~···-

6" MSG 8"MSG

;.~

DIGESTER GAS BOOSTER BLOWERS

4"MSG

4"MSG

6" MSG

P161121

' '

' - ' ···~

' '

' '

': J I

--- - -·---- - - --- - ---- -MATCH LINE FOR CONTINUATION

SEE DRAWING M-101

HE161534

2"CHWS

2"CHWR )

, z ,

I ;

'

3" MSG

l ;

l

I '

; i

!

1.

2.

0 0 0 0

0 0

© (j)

0

SHEET GENERAL NOTES

FIELD INSULATE ALL CHWS AND CHWR PIPING, FITTINGS, AND APPURTENANCES VAPOR TIGHT.

PROVIDE PIPE SUPPORTS FOR CHWS AND CHWR PIPING TO ACCOUNT FOR THERMAL EXPANSION AND CONTRACTION.

KEYNOTES

EXISTING DIGESTER GAS BOOSTER BLOWERS.

EXISTING SHELL-AND-TUBE HEAT EXCHANGERS.

NEW AFTERCOOLER HEAT EXCHANGERS TO BE PROVIDED AND INSTALLED AS PART OF THIS CONTRACT. PROVIDE EQUIPMENT PAD PER DETAIL M7009.

NORMALLY CLOSED BYPASS VALVE.

REMOVE AND RELOCATE EXISTING PARTICULATE FILTERS. INSTALL PIPE AND FILTERS FOR PARALLEL OPERATION; CONSISTENT WITH EXISTING OPERATION. PROVIDE NEW SLAB ON GRADE, 12" THICK ABOVE 12" COMPACTED AGGREGATE BASE, WITH #4 REINFORCING BARS @ 12" EACH WAY.

NEW CHILLED WATER PUMPS TO BE PROVIDED. SEE DRAWING M-105 FOR DIGESTER GAS COOLING PUMP MODIFICATION PHOTO.

CONNECT NEW 6" MSG TO EXISTING 1 1/4" MSG BLOWER BYPASS LINE.

ROUTE 1" MSG DRAINS FROM EACH HEAT EXCHANGER TO MANUAL DRIP TRAP.

® 2' 4'

Brown AND Caldwell

0:: wen I- I-fl) z WW C> :ii -w ..;;:: o>

fill I- 0 0 z: i:t: a:: < Cl. ....J <C ..J :ii <{

I- c.. - (.)

z I- 0 z <( z: z: <{

:r: (/) w - (.) I.I.. :2 z w 01-0 :2 ~ < i= w-- a:: c 0 I- z

<o zU ::::> (I') (!) < <( Cl ..J

>­co

ci z

,... z <( ....I Q. <( w a: <(

a::: w ..... CJ) 0 0 m CJ) <( CJ

DRAWING NO.

M-100 CONTRACT NO.

C02101

SHEET 20 OF 40

FILE NO. 2018-0018

--ff --

"""' :::·'. ::.::·"• ,,,, ' ·;·.·:::::,::::::·.· '.::.::':iF' El;:T~ ,,,,,,,,,., .. ,,, ,,, ,,,,,,,,,.,, ..... ~ .. ,,,,.,,7,...,,,,A , ..

LINE IS 2 INCHES AT FULL SIZE

F NOT 2" ~SCALE ACCORDINGLY

~ ( 8" MSG ~~-;.-~,___, 6" MSG!

FlT161553 l

SILOXANE REMOVAL VESSELS

MATCH LINE FOR CONTINUATION .. ' ' · fl:~~AiA'ttjt~M:;j:tl0'"''-~··•1 l"'''·~:<'·w ,

"w··+¥·t··~····"····#···~-""'"'···~·~w••\-~"··••1'"'·'-'.'''"~··~"'-"''·~~"''"""'"''''"""''''""'·""'",'"..._,.·,w··~·-·~··"".' -~''.~'.~'~:::'.::',·· ....•. '"'"'"' . ?::;~~,c~f~~:-:;:i~ .. l.c~ ....... ~ [~~~~~:~: .. ~~.:~f t~~;*;~~1~;'<. ~~;;;-;;.;;,;--;;,;;;--- -- --

3"MSG \ \

' , . .-. '"'··· •"\'"'"

.'- -

'.'

" '

" \ \, ·­' ,: .. " .-

\ ·

' ' .,

--

, '\

·- "\ :' '"''""'" ,.,, ... _,_, __ ._"'~; ~•-«'• .-.-~'"""''"~' ,,,,.,,,4,., •'•"'"'"'""' \,, "'' 5,.,, ,J,,, • """""'''''""'"c~•v•, "" ,,,•,,.,,~,.J;,,,~.~·'-"'··· ~"'·--~·-•'. ,--, ._,_, ,,,,,,,,,.,,., ,,, .,CC:£.,.,,•• ,,.,,.,,!.-, "'"" ""·'' ... - .•. ,,,,,:~ "'·' • '-'-'""'~ """''''"·"'·:\!\"., '•

SPILLERS WAY

-1" t''1 ' . _ _,,,,

SHEET GENERAL NOTES

1. NEW MSG PIPING AS SHOWN IS APPROXIMATE. CONTRACTOR SHALL FIELD ROUTE NEW PIPING AND FIELD VERIFY All EXISTING PIPING AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS, ETC.

0 0 0

0 0

© ©

KEYNOTES

EXISTING SILOXANE REMOVAL TANKS. ADD INSULATION PER SECTION 40 42 00.

NEW SllOXANE REMOVAL TANK TO BE SUPPLIED AND INSTALLED AS PART OF THIS CONTRACT. ACCESS LADDER AND PLATFORM NOT SHOWN FOR CLARITY.

REMOVE AND RELOCATE EXISTING PARTICULATE FILTERS PER SHEET M-100.

FIELD ROUTE 3" MSG BYPASS ON EXISTING OVERHEAD PIPE RACK TO EXISTING 3" LINE LABELED "MIXED GAS TO W.G.B ... SEE PHOTO 2 ON M-105.

TAP EXISTING 10" LSG DISCHARGE FROM H2S REMOVAL VESSELS AND CONNECT TO NEW 3" MSG BYPASS. SEE PHOTO 1 ON M-106.

TEMPORARY BYPASS CONNECTION LOCATION.

3"MSG

@

Brown AND Caldwell

IIl 0 "' i.J z ::i Cl:( -,

~ ;;.:

~ Ill

< ~ Cl :c

(,)

a:: w (/) I- I-tJ"J :z w l.IJ (!) !ii: - I.I.I ~c>

w I- 0 ozo::: 0:: < a. <( -I :::i I- 0.. -z 1-C) ..:( z z (I) w-u.. :!! z 0 I- 0 >- <i= I- w-- Q: 0 01-Z

<o zO ::::> U) (!) < < (!) ..J

_J <( ()

z <( I () UJ ::z;

>­(D

z 0 V5 > w 0:::

d z

N z <'( ..J a.. <( w a: <(

a: w .... en 0 0 m en <(

" DRAWING NO.

M-101 CONTRACT NO.

C02101

SHEET 21 OF 40

FILE NO. 2018-0018

LINE IS 2 INCHES AT FULL SIZE

(IF NOT 2" ·SCALE ACCORDli'IGLY

DIGESTER GAS BOOSTER BLOWERS

6" MSG

~ ' t • - ' - - I I l I I t \. l.. I - - - I ' { I + ,, I

-r- _,...

~ -- ·~ I

I I I

I

I !/ -'-I

\~- ~ ± I ' I ,.. I - - -1- !/ I

jC 2"CHWR ,__ . ~. v I

I I

I I

I

/ 2"CHWS ) I Ji v I Ji

I I I

I ii I I / 4" MSG I

I I

I

I I

I I

1 I I -, I

I I I

- - I - -,.,.- -

I - -

I I

u~ I

I I I . _,_ f -1- p

" • I r - ,__ -

~ fTI .. . ~ ' . . • .

~ ~ - - - "" ,,LI ' ' I I . I '"""""'· ~--... ~_,~,~·~-~'I~·,,_-=~-···"" 4''"""'»1• """''-'' *'''--" ''"'-''"'--"'~"' ,.,....,, ,.,,.~

"'" ·~-~-.,,., ,,,,_,_ 0 ~,,., ..... ,~-"-·"·" ,.,,..,;,,' "'"""'·""'''·' ,,,-,_,,,_.,.,,"'"'~"""'"'~---,.. ,_ -~~-·-" ,,_,~-- '. - ~--'". "'"'-""" "-'~-"'""·~~---;·.,.~-~ ,..,..,_~----"'"''"'"~;·.~~--,·-·-<r-~-Vo"«'-'"'"""--"''"''''' .... ,,,,_.,,,.,,,.~,,,,-o; ~- .. ,,,,,", , .. -~-

HE161533 HE161534

SECTION '-~~

SHEET GENERAL NOTES

1. NEW MSG PIPING AS SHOWN IS APPROXIMATE. CONTRACTOR SHALL FIELD ROUTE NEW Pf PING AND FIELD VERIFY ALL EXISTING PIPING AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS, ETC.

2. FIELD INSULATE ALL CHWS AND CHWR PIPING, FITTINGS, HEAT EXCHANGERS AND APPURTENANCES VAPOR TIGHT.

0 KEYNOTES

0 NEW AFTERCOOLER HEAT EXCHANGERS TO BE PROVIDED AND INSTALLED AS PART OF THIS CONTRACT. PROVIDE EQUIPMENT PAD, PER DETAIL M7009.

0 ROUTE DRAINS TO NEAREST FLOOR DRAIN.

2"CHWR

2"CHWS

4"MSG

I 2

" "

0 2' 4' 8'

Brown AND Caldwell

ro 0 <'< u..i z ;;;, -,

~ <( Cl

~ <( 0 If)

~ "~,_~..! ~ .. ,, ~·~ ' .

O> "' ,£ ..,

0:: !;I Cl ~ Cl <( <!)

;;.: ~s O>

00 dj ::.:: ~ I 0

I

:s ~ 11 .;::~ ·I: "'~ Cl ~ ~ ~ :;, 'Ii' &}. ~ ~~\t .. j ~ Cl •

0.. ~ m

0:: Cl.

~ ~ 0 >.

al

>­ro

z. 0 (f)

> w oc

!=! <( a

0 z.

il c 0 .0 '-;;;,

·;;: .3

DRAWING NO.

M-102 CONTRACT NO.

C02101

SHEET 22 OF 40

FILE NO. 2018-0018

1.

0 0

6" MSG 0 0

6"MSG © ©

8" MSG ©

6"MSG

6"MSG 3" MSG

u J f." ; ~~(:>

DETAIL ,_§)

LINE IS 2 INCHES

AT FULL SIZE F NOT 2" - SCAl,.E ACCORDINGLY

SHEET GENERAL NOTES

NEW MSG PIPING AS SHOWN IS APPROXIMATE. CONTRACTOR SHALL FIELD ROUTE NEW PIPING AND FIELD VERIFY ALL EXISTING PIPING AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS, ETC.

KEYNOTES

EXISTING SILOXANE REMOVAL TANKS.

NEW SILOXANE REMOVAL TANK TO BE SUPPLIED AND INSTALLED AS PART OF THIS CONTRACT.

RELOCATED EXISTING PARTICULATE FILTERS, SEE SHEET M-100.

FIELD ROUTE 3" MSG BYPASS TO EXISTING WASTE GAS BURNER, SEE SHEET M-101 FOR CONTINUATION.

WELD 4" TAP AND VALVE TO 8" DG PIPE FOR TEMPORARY BYPASS CONNECTION.

BYPASS CONNECTION.

0 2' 4' 8'

Brown AND Caldwell

'° 0 ~

i.J z ::::J ...,

~ <( 0

IX 0 <(

}.'. OJ

:>:: ::t: (,)

n. (.) Vl

DRAWING NO. M-103

CONTRACT NO. C02101

SHEET 23 OF 40

FILE NO. 2018-0018

>­ro

:z 0 (/)

5 w 0::

ci :z

j..--L_IN_E IS 2 INCHES AT FULL SIZE

IF NOT 2" - SCALE ACCORDINGLY)

PHOTO 1 PARTICULATE FILTER PIPING

DEMOLITION

PHOTO 2 PARTICULATE FILTER

RELOCATION

FLT161561

FLT161562

SHEET GENERAL NOTES

1. ALL CONNECTION PIPING SHALL BE PROVIDED BY THE CONTRACTOR.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPES AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS, ETC.

0 0

©

0 ©

KEYNOTES

CUT EXISTING 6" MSG PIPE SECTION TO ALLOW SPACE FOR NEW 6" MSG PIPING, THE NEW SILOXANE REMOVAL VESSEL (FLTR161553), AND ASSOCIATED FITTINGS AND CONNECTIONS. SEE DRAWING M-101 FOR REFERENCE. DEMOLISH DOWNSTREAM 6" MSG PIPE SECTION BETWEEN THE CUT POINT AND THE TEE INDICATED BY THIS KEYNOTE.

DEMOLISH THE EXISTING 6" MSG PIPING FROM THE TEE INDICATED BY KEYNOTE 1 TO THE ISOLATION VALVES AT THE PARTICULATE FILTER INLETS. INCLUDE THE TEE AT KEYNOTE i AND ANY FITTINGS IN THE DEMOLITION. THE PARTICULATE FILTER INLET ISOLATION VALVES SHALL BE LEFT IN PLACE.

DEMOLISH EXISTING 6" MSG PIPING FROM THE ISOLATION VALVES AT THE PARTICULATE FILTER OUTLETS TO THE TEE DIRECTLY ABOVE THE PRESSURE REGULATING VALVE. INCLUDE ANY FITTINGS IN THE DEMOLITION. THE PARTICULATE FILTER OUTLET ISOLATION VALVES SHALL BE LEFT IN PLACE.

THE CITY RESERVES THE RIGHT TO SALVAGE THE EXISTING PRESSURE REGULATING VALVE AND ASSOCIATED COMPONENTS.

DEMOLISH EXISTING 6" MSG PIPING BETWEEN THE TEE INDICATED BY KEYNOTE 1 AND THE TEE INDICATED BY THIS KEYNOTE. INCLUDE THE ISOLATION VALVE AND ANY FITTINGS IN THE DEMOLITION.

DEMOLISH VERTICAL SECTION OF PIPING INDICATED BY THIS KEYNOTE FROM THE ISOLATION VALVE ON THE BOTTOM TO THE FLANGE AT THE TOP. INCLUDE THE ISOLATION VALVE, THE TEE INDICATED BY KEYNOTE 5, AND ANY FITTINGS IN THE DEMOLITION.

DEMOLISH PIPE SUPPORT

RELOCATE THE PARTICULATE FILTERS (FLTR161561 AND FLT161562), INLET ISOLATION VALVES, AND OUTLET ISOLATION VALVES TO THE SITE SHOWN ON DRAWING M-i 00. CONNECT NEW 6" MSG PIPING TO THE ISOLATION VALVES, PER DRAWINGS M-100 AND M-103.

Brown AND Caldwell

rt: w (;') I- 1--UI Z WW (!) ::ai -w <Cl> (;') i-o

o:zo:: 1°'<n. .....!

<( ..J :i <(

I- Q. - u ZI-(!) z <( z z <(

::c: oow - 0 IJ. :i :z UJ 01-0 :2 > < i= !- w c 0 a:: z

I- 0 <o z ::i 00 (!;) < < (!) ...I

"' ~ c Cl

>­CD

z 0 (/)

5 w 0::

d z

T-

<C (I) wO a: I-<eo l::C J: WQ. 1-Z WO o-o~ mu ~ w I.I.. q:-

c;C 0 ~

DRAWING NO.

M-104 CONTRACT NO.

C02101

SHEET 24 OF 40

FILE NO. 2018-0018

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" ·SCALE ACCORDINGLY)

PHOTO 1 CHILLED WP,TER PUMP

REPLACEMENT

P161121 P161122

3"MSG

PHOTO 2 MSG CONNECTION TO

WASTE GAS BURNER PIPE

. . ); '.\:

SHEET GENERAL NOTES

1. ALL CONNECTION PIPING SHALL BE PROVIDED BY THE CONTRACTOR.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPES AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES. EQUIPMENT, CONDUITS, ETC.

3. CONTRACTOR SHALL REPAIR/REPLACE ANY PIPING OR EQUIPMENT THAT IS DAMAGED WHILE REPLACING THE DIGESTER GAS COOLING PUMPS.

0 KEYNOTES

0 REMOVE EACH EXISTING CHILLED WATER PUMP AND REPLACE WITH A BELL & GOSSET SERIES E-90 MODEL 1AAB 1.5 HP CLOSE COUPLED IN-LINE CENTRIFUGAL PUMP. LEAVE PRESSURE GAUGES, STRAINERS, AND VALVES IN PLACE. THE NEW PUMPS SHALL BE CONNECTED TO THE EXISTING 2" CHWR PIPING. CONTRACTOR SHALL MODIFY CONNECTION PIPING AS NECESSARY.

(i) CONTRACTOR SHALL ADJUST VERTICAL SEPARATION BETWEEN THE HORIZONTAL PIPES, AS NECESSARY, TO ACCOMODATE THE NEW PUMPS.

0 CONNECT EACH NEW PUMP MOTOR TO THE EXISTING POWER SUPPLY.

0 FIELD ROUTE 3" MSG TO MANUAL FLARE LINE.

0 CONNECT NEW 3" MSG TO EXISTING 3" LINE LABELED "MIXED GAS TO W.G.B." WITH A NEW 3X3X3 TEE AND DEPEND-0-LOK CONNECTIONS.

Brown AND Caldwell

00 ~

0 ~

w z

0:: ::::> -, Cl <(

}.:

~ ro <( ,,,,; Cl ::i:

0

(L 0 en

).: ~ al <( u ~ Ul

Cl

°' w 00 I- !--Cl.I ;:;!: WW Cl :lii -w

<( c > ool- 0 0 z fl:: 0:: <( ll. "'( .,,! :Ji I- ll. -:z I- (!) <C z z row-IJ.. :l!l z 0 I- 0 ;:..,<Cj:: I- w --oe::O 01--Z

<( 0 zU ::::> 00 (,!) < < (,!) ...I

l:li

·" ;:: QJ 1j)

.!;;

"" LS I

" "-' 0

0

>­Ill

z 0 1ii > w a::

ci z

!....'\, j .E <;,ll:,,,.- i " ·~'\. " '· ·~ , '~f .x C:l \\ ~;} Cll

""'"-:;,', c: ~ ~\:~ " .<:! & \\~ '-

::> Cl ·c

' i~{ 0

Ci -' IJJ ~."' > "' 0 ' '>.

" a:: ,J'<~ (L (L <(

>. ID

(\I

<(00 wO a:: I-<i:o a: ::c ..J

<( w ll. ()

1-Z z <( WO :r: u o-UJ 0 !;: 2 mo -I'/) u..

<1:-~c

0 :?

DRAWING NO.

M-105 CONTRACT NO.

C02101

ti SHEET 25 OF 40

FILE NO. 2018-0018

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORD!NGL Y)

PHOTO 1 H2S REMOVAL VESSEL BYPASS

TO FLARE cor\INECTION

SHEET GENERAL NOTES

1. ALL CONNECTION PIPING SHALL BE PROVIDED BY THE CONTRACTOR.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPES AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES. EQUIPMENT, CONDUITS, ETC.

0 KEYNOTES ·-

0 CONNECT EXISTING 10" LSG ON COMBINED OUTLET FROM THE H2S REMOVAL VESSELS TO NEW3" LSG.

0 INSTALL 3" BUTTERFLY VALVE. I 0 CONNECT 3" LSG H2S BYPASS TO NEW 3" MSG FLARE

BYPASS.

Brown AND Caldwell

IX) ~

0

'"' w z 0:: :::> -, Cl q(

;>.:

~ !ll

< ~ Cl :i::

0

n. 0 VJ

.. w >-.....J C!l <

~ u VJ

Ct

DRAWING NO.

M-106 CONTRACT NO.

C02101

SHEET 26 OF 40

FILE NO. 2018-0018

>­III

z 0 Vi > w a:::

0 z

SHEET GENERAL NOTES

1. All CONNECTION PIPING SHALL BE PROVIDED BY THE CONTRACTOR

2. PIPE ROUTES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPES AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEV\/ PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS, ETC.

3. SEE M-111 FOR NEW GUARDRAIL ; ,, ;·

'·,~/ '

0 KEYNOTES

0 INSTALL NEW 8" X 4" REDUCER

0 INSTALL 4" TEE

G) INSTALL 4" 90° BEND

0 INSTALL 4" BUTTERFLY VALVE

(0 INSTALL 4" X 3" REDUCER

© INSTALL FISHER 378-1 PRESSURE REGULATING VALVE, TO BE PROVIDED BY THE CITY.

0 REMOVE SECTION OF EXISTING 8" DG PIPE TO PROVIDE SPACE FOR PIPING MODIFICATIONS SHOVVN IN THE MODIFICATION PHOTO ON THIS DRAWING. CONTRACTOR SHALL DETERMINE THE LENGTH OF 8" DG PIPING TO BE REMOVED.

LINE IS 2 INCHES AT FULL SIZE

Brown AND Caldwell (IF NOT 2" - SCALE ACCORDINGLY

"° E ~

w z :::> -,

w I-~ Cl

~ <( (.) (f)

('Z!"' ., l:>,,,i

"' "' .£ .,., :.: " 0 ~ 0 !<:

)..: .!;;;

"' ID "' ;,,:: "\, . 1 ~%:., ?'\. i :x:

() ." ... i.... .,}%,. 0 '"1 ~ '~'4, ~. ~ '\",,,,:·t\~; \;. ~ "':}'? cs ·~~~~

b :':J e~i>

t;;l.,.'{;t> I'!·::~ "' ·. II> Cl \\~:,

t', "

Ci \\ n. 1

() ~ (/) 0 ).: Cl'.

n. OJ n.

i <(

Cl >. Ill

>­m

ci z

.><

" <::

" .Ci ... :::> ·;::: 0 -'

DRAWING NO.

M-110 CONTRACT NO.

C02101

SHEET 27 OF 40

FILE NO. 2018-0018

j-<- LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY)

SHEET GENERAL NOTES

1. ALL CONNECTION PIPING SHALL BE PROVIDED BY THE CONTRACTOR

2. PIPE ROUTES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPES AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS, ETC.

3. SEE M-110 FOR NEW PIPING.

0 KEYNOTES

0 DEMO EXISTING HANDRAILING.

0 INSTALL ALUMINUM GUARDRAIUNG.

© ATTACH GURADRAIL POSTS TO SIDE OF EXISTING STRUCTURE.

G) INSTALL 30-INCH GATE IN GUARDRAILING AS SHOWN.

Brown AND Caldwell

"° 0 "i

w z ::<: ::> --, D

lt'.

;;.: !bi ID

<( ""' 0 ::c u

DRAWING NO.

M-111 CONTRACT No.

C02101

SHEET 28 OF 40

FILE NO. 2018-0018

>­OJ

z 0 17i > w 0:::

ci z

LINE IS 2 INCHES

AT FULL SIZE IF NOT 2" ~SCALE ACCORDINGLY)

• I ;. /

\ • I • J. •

I •

I •

I •

I • I •

I

. , , " ' "" ,,,;

,/

.,.,~ .. ,_,..,..,~,. ~

I . ~·~~ • < f ~ "< ""'""'""""--~~

to..~);"-':~., J,.:::~ :t-"~'~""' ·~~~;;; ·F;:Jt:Jb······r--c•;p:~'. •.... ,,. ···-·•r··· .. ~·-··~·~ , r~· .. ~·······y•-···>·,--~~·--·'"1· ..... ,, •. - .. ,.. ... ~. · ,"~ ' 1 ~ •' ' •' - ,J ,, c" !"' -/' "•" /'/

or ~"Jo ;·1 " ,t I '..' '~ ,, , " ........ 1 ....... 11 •.•• it,,""""""""_, ~ ~"" ,,,,~.r ..•.•. h ..•.•• 1· •. ,,,t •.•••• ,; ... •;:·L'r''····'+·!-•'4··•1+

•;

r ~·. i ~·:: .. I •

I •

I • I •

!

~ ; , l ,

: I I •

,,~ ~ '" "'~'"" "'' ~ "-".""') ! t 1 ~ l - ; I

•

I •

I • I •

I •

I •

I •

I •

I •

I •

I •

I •

I •

r· 1 -~ £: ·1 .:,"'::. , ·"~ ,_ ~- ,_.. ,~, ""-·~ -~.}

I •

I •

I •

I •

I •

I

SHEET GENERAL NOTES

1. PIPE ROUTES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPES AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS. ETC.

' "'" "'" ~_, ' ,~, \'\J -

~-,,.~·-,,.6_:,,~:~. ,_,,

0 KEYNOTES /" M<'<~~--· "~""" ~

' • - '°; " ~

~<;-· -·~"::~~,,, /

0 THE UPSTREAM PORTION OF THE NEW 3" NG PIPE CONNECTS TO THE EXISTING 3" NG PIPE. SEE DRAWINGS P-103 AND M-203 FOR THE APPROPRIATE CONNECTION POINT AND CONNECTION DETAILS.

0 A NEW DOUBLE LEAF SWING CHECK VALVE SHALL BE INSTALLED IN THE EXISTING 8" MSG PIPE BETWEEN THE TEES TO ENGINE 2 (E118120) AND ENGINE 3 (E118130).

0 THE DOWNSTREAM PORTION OF THE NEW 3" NG PIPE CONNECTS TO THE EXISTING 8" MSG PIPE BETWEEN THE TEES TO ENGINE 2 (E118120) AND ENGINE 3 (E118130). A NEW TEE SHALL BE INSTALLED JUST DOWNSTREAM OF THE NEW CHECK VALVE FOR THE CONNECTION BETWEEN THE NEW 3" NG PIPE AND THE EXISTING 8" MSG PIPE. SEE DRAWING P-103 FOR THE APPROPRIATE CONNECTION POINT.

i "" , __ ,~,.,,,,..,_,,.,._,. _,,,.,~, - >;.-~ J

,_.,, ~-~·"· ,~~ _,~ - ,, -~»"'-•

l >fr"'~~''"""'"'-*' , .

•

0 2' 4' 6'

@

Brown ANO Caldwell

co E "' w z

!l:'. :::> -, 0 <(

;;.: ~ OJ

<( :,.,; 0 J:

(.)

0..

~ w ...J <

i () (/)

0

0:: w rJ) I- I-rJ) :z WW (!) ~ -w

<( c > Cl) I- 0 0 :z 0::: 0::: < ll. < ...I == I- a. -zr-o <( z :z Cl.I w -iJ.. :!E z 01-0 >- <( i= I- w --o:::O (J lo- z

<o z (J :::> (J) o< <( (!) ...!

\{'

~ '-"" •...,\

\ -.,,_ '"<>

I» ., .£ +'

0 ~ 0

" .!;;

iE''"' "' ''Ir I ~

\~ '-.2 '·> 0 ':·· " •• .!, \,\.

Cl

"' ~, '{;"; ::i . ' 9. '•~ ~ '~

l ~

Ci ~ 0 !l:'. 0.. 0.. <(

,,., OJ

z 0 .... !-> <:( (.) -u.. -

...J c

>­Ill

5 Vi > w a::

!:!:! <( 0

d z

.::a:.

" c: 0 .0 ... :::> ·c 0 -'

<( Oz u

:=: 5 z <( :r: u CJ a.. LI.I z ::2: -c

..J -::::> m a.. :c 0

DRAWING NO. M-201

CONTRACT NO. C02101

SHEET 29 OF 40

FILE NO. 2018-0018

SHEET GENERAL NOTES

1. SEE M-201 FOR THE LOCATION OF THE CHP BUILDING PIPING SHOWN IN THIS PHOTO.

0 KEYNOTES

0 REMOVE EXISTING ELBOW AND CHECK VALVE AND PROTECT CONNECTIONS IN PLACE.

0 REMOVE SECTION OF EXISTING 8" DG PIPE TO PROVIDE SPACE FOR PIPING MODIFICATIONS SHOWN ON M-203. CONTRACTOR SHALL DETERMINE THE LENGTH OF 8" DG PIPING TO BE REMOVED.

0 EXISTING PIPE SUPPORT TO REMAIN IN PLACE.

Brown AND Caldwell LINE IS 2 INCHES AT FULL SIZE

(!F NOT 2" - SCALE ACCORDINGLY)

00 0

"" i.J z:

I):'. :::> .., 0 <(

;;.: ~ ID

<( :.:: 0 :i::

(.)

Cl..

~ w -' <( (.) ~ (/)

0

IX woo I- I-cn:z WW G :! -w <c>

w I- 0 0 Z IX IX <( n.. <-'~ 1-- ll. -z I- (!) < :z z !/.) w -!.I.. :e z 0 I- 0 > <( i= I- w -- a:: c 0 I- z

<( 0 z () :J fl') G< < (!) ...I

"·· .. ~jl '·· 1 ' .. i': ~."~ i "-

\.¥;'Tu~

"" "' . s .... 0

ij; Cl q,

.!;; "" ' i!i"'\c I

·~( I '%:;.-)~ b.. .,,'!'.-~ 0 '\ 'hJ

"""' ;.'\.~ u '\t, k: Q.} '•"·'< i... ,, \ ~ . Cl ~ 't'\ _"t) ..... '\\ '-·:t :::, \\ :$

"';!"''•-9.. {~ "" ~ \"-Cl ' 1::::. ,,,,

Ci ~ 0 QC a. a. <(

>. CD

0 ~ w c

>­ro

z 0 (j)

> w a::

!::! <( 0

ci z

-" "' c:

" ..0 L..

:::> 'i: 0 -'

...J

" (I) <( 0 zO z _...., <( co J: (.) ::! :c UJ :2: :J Q.

m Q. :c 0

DRAWING NO.

M-202 CONTRACT NO.

C02101

SHEET 30 OF 40

FILE NO. 2018-0018

LINE IS 2 INCHES -------~..J

AT FULL SIZE IF NOT 2'' - SCALE ACCORDINGLY)

3" NG SHEET GENERAL NOTES

1. ALL CONNECTION PIPING SHALL BE PROVIDED BY THE CONTRACTOR

2. PIPE ROUTES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPES AND CONDITIONS, AND CONTRACTOR SHALL ROUTE NEW PIPING TO AVOID EXISTING PIPES, EQUIPMENT, CONDUITS, ETC.

3. SEE M-201 FOR THE LOCATION OF THE CHP BUILDING PIPING SHOWN IN THIS PHOTO AND APPROXIMATE ROUTE FOR THE NEW 3" NG PIPE.

0 0 0

© © © 0 © 0 @

KEYNOTES

INSTALL A NEW TEE CONNECTION IN PLACE OF THE EXISTING ELBOW.

INSTALL A BALL VALVE ABOVE THE NEW TEE CONNECTION. INSTALL POSITION SWITCH (ZSC118808/ZS0118808)

ROUTE THE NEW 3" NG PIPE TO THE 8" MSG PIPE BETWEEN THE TEES TO ENGINE 2 (E118120) AND ENGINE 3 (E118130). SEE DRAWING P-103 FOR THE APPROPRIATE CONNECTION POINT

INSTALL NEW 8" X 3" REDUCER

INSTALL 3" TEE

INSTALL 3" 90° BEND

INSTALL 8" BUTTERFLY VALVE

INSTALL DOUBLE LEAF CHECK VALVE

INSTALL THERMAL FLOW METER (FIT118805)

INSTALL POSITION SWITCH (ZSC118810/ZS0118810) ON EXISTING BALL VALVE.

Brown AND Caldwell

00 ~

0

"' o.J :z:

:>C ::;) .., 0 :><:

;;.: ~ CD

<( :>C Cl :i::

(_)

a.. () (/)

;;.: ~ w < u ~ if)

Cl

0::: WW I- i-' ooz WW (!) :IE -w

~c> ~ 1-- 0 OZi:t: 0:: <C !l. <'( -I ::!! !- il. -z I- (!) <( z z Cf.I w -I.I.. ::!! z 0 I- 0 > <C i= I- w --a.::C u 1-- z

<C 0 zO ::i 00 (!) <C < (!)

! -

"' © .s; +'

0 ~ 0 .,

.!;; It)),, i:::: "'t.~ ::

Lij ·~-' ~

I ~- ~ '~ I.... '·\_ ·~~~

0 '!; .. <~ ..,,,,,, -;0:"* o '~s. lb •. '\:,; i.:.. '«.' ·-Cl

·;! ~- ,.:, ~

"'.. '•"' :J '~ \f;.}. ~ t Q) l - '~ Cl ~ -~-,, " .. Ci ~ 0 Cl: CL a.. <(

>­ID

z 0 iii > w 0:::

c:i z

.x IJ)

c: 0 f' ::l ·;:

.0 •-'

>. OJ

z 0 -..... <l: 0 -u. -

_J Cw <( Oo 0 z :e Fa <(

c;O :r 0 UJ z ::c 2 -0. c

-I -::> (!Q

ll. ::c 0

DRAWING NO,

M-203 CONTRACT NO.

C02101

SHEET 31 OF 40

FILE NO. 2018-0018

-

480V

~15VA 120V

I (AMPS

) AMPS

l lsPDI

n KVV, 'r0./ A

EXAMPLES:

A B

A SINGLE CONDUCTOR

c

ONE LINE DIAGRAMS

BUS CONNECTION OR CONNECTED WIRES

TRANSFORMER

DISCONNECT

CIRCUIT BREAKER

COMBINATION MOTOR STARTER MCP AND THERMAL OVERLOAD SIZED BY MANUFACTURER BASED ON SUBMITIED AND APPROVED MOTOR

n NEMA SIZE

XX TYPE: BLANK FVR 2S2W

FULL VOLTAGE, NON-REVERSING FULL VOLTAGE, REVERSING FULL VOLTAGE, 2 SPEED, 2 WINDING

INSTRUMENT OR DEVICE

SURGE PROTECTIVE DEVICE

MOTOR CONTROLLER XX TYPE:

VFD VARIABLE FREQUENCY DRIVE RVSS REDUCED VOLTAGE SOLID STATE

MOTOR LOAD n MOTOR HORSEPOWER, KILOWATI

KWOR 'r0./A RATED EQUIPMENT n LOAD VALUE IN KVV OR KVA

CABLE AND RACEWAY IDENTIFICATION

PFIT101A UNIQUE CIRCUIT IDENTIFIER (CABLE AND RACEWAY), LETIER PREFIX INDICATES TYPE:

P POWER, 120V OR HIGHER C CONTROL, 120V S SIGNAL, LESS THAN 120V X SPARE H HIGH VOLTAGE, OVER 600V N AIR OR MISC

#12 SIZE OF CONDUCTOR OR GROUND IN AWG B. MUL Tl-CONDUCTOR OR KCMIL

C. PAIRS (OR TR FOR 1"C SIZE OF RACEWAY IN INCHES TRIADS)

2x = 2 SETS

LINE IS 2 INCHES

AT FULL SIZE flF NOT 2" - SCALE ACCORDINGLY)

XXn XXn

-11- --N;-(NO) (NC)

n 11 II

(NC) (NO)

TR1

~o

--~ .... 'i/0-J __ -,- XOO

I __ ...,---L.,___

COX

AT PNLxxx

CONTROL DIAGRAMS

MOTOR CONTACTOR COIL

RELAY COIL XX COIL TYPE:

CR - CONTROL RELAY TR - TIMER RELAY

n UNIQUE COIL IDENTIFIER

SOLENOID VALVE

RELAY CONTACTS (COIL DE-ENERG.IZED) XXn RELATED COIL IDENTIFICATION

SURGE SUPRESSOR

FUSE n RATING

FLOW SWITCH CONTACT

FLOAT TYPE LEVEL SWITCH

TEMPERATURE SWITCH

PRESSURE SWITCH

LIMIT SWITCH

TIMER CONTACT

MANUAL: SELECTOR SWITCH 3 POSITION SWITCH POSITION X =CLOSED CONTACT 0 =OPEN CONTACT HOA = HAND - OFF - AUTO

MOMENTARY PUSHBUTTON, NORMALLY OPENED

MOMENTARY PUSHBUTTON, NORMALLY CLOSED

PUSH-TO-TEST INDICATING LAMP X COLOR:

G GREEN R RED A AMBER W WHITE

n POINT NUMBER WHERE PUSH-TO-TEST CONNECTS

FIELD TERMINAL

I P100 I

'

~-)i--

~4:20

-G-

Q)

ABBREVIATIONS:

PLAN DRAWINGS

EQUIPMENT TAG

RACEWAY TAG

EXPOSED CONDUIT

CONCEALED, EMBEDDED, OR BURIED CONDUIT

CONDUIT TURNS UP

CONDUIT TURNS DOWN

CONDUIT CHANGES ELEVATION

HOME RUN: DESIGNATIONS INDICATE A ONE-LINE DIAGRAM OR PANELBOARD REFERENCE

EXAMPLE HOME TO PANELBOARD PBD-094, CIRCUIT 20

GROUND ROD

GROUND ROD WITH GROUND WELL

GROUND CONNECTION, BOLTED TYPE

GROUND CONNECTION, EXOTHERMIC TYPE

GROUNDING CONDUCTOR

MOTOR

CONTROL VALVE

DISCONNECT SWITCH

COMBINATION MOTOR STARTER. NOT LOCATED IN AN MCC

LOCAL CONTROL STATION

FIELD MOUNTED INSTRUMENT OR DEVICE

JUNCTION (PULL) BOX

DATA OUTLET

PLAN DRAWINGS (CONTINUED)

~ ~.

3a

LIGHT FIXTURE IDENTIFICATION FW TYPE PER FIXTURE SCHEDULE

3/35 QTY OF LAMPS PER FIXTURE I LAMP WATTAGE

6

p

8'

QTY OF THE INDICATED TYPE OF LAMP ON THE DRAWING

MOUNTING STYLE: P PENDANT R RECESSED WWALL L POLE S SURFACE

MOUNTING HEIGHT (BOTIOM OF FIXTURE)

FIXTURE CIRCUITING AND SWITCHING 3 PANELBOARD CIRCUIT FEEDING

THE FIXTURE, TYPICAL OF ALL FIXTURES

a IDENTIFIER FOR THE SWITCH CONTROLLING THE FIXTURE (FIXTURE IS UNSWITCHED OR SELF-SWITCHED IF OMITIED), TYPICAL OF ALL FIXTURES

I I FLUORESCENT FIXTURE ~--~

WALL MOUNTED FIXTURE (APPLIES TO HID ALSO)

POLE MOUNTED FIXTURE

TOGGLE SWITCH (20A UNLESS OTHERWISE SHOWN) a UNIQUE SWITCH IDENTIFICATION

3 TYPE: 2 DOUBLE POLE 3 3-WAY 4 4-WAY K KEY OPERATED MC MOMENTARY CONTACT, 3

POSITION MS MANUAL (MOTOR)

STARTER

DUPLEX RECEPTACLE (20A, 3 WIRE) 3 PANELBOARD CIRCUIT FEEDING

THE RECEPTACLE

GF TYPE: GFI GROUND FAULT WP WEATHERPROOF XP HAZARDOUS (CLASSIFIED)

EXPLOSION PROOF

THIS LIST APPLIES TO THE ELECTRICAL DRAWINGS AND MAY NOT INCLUDE ALL OF THE ABBREVIATIONS USED. OTHER ABBREVIATIONS ARE PER ANSI OR IEEE STANDARDS, OR COMMON USAGE.

AFF ABOVE FINISHED FLOOR (E), EXIST EXISTING NP NAME PLATE (K)AIC (1000) AMPERE INTERRUPTING RATING

BC

CB CONT CPT

DWG

BARE COPPER

CIRCUIT BREAKER CONTINUED CONTROL POWER TRANSFORMER

DRAWING

HH,MH

HID

MCC MCP

NEC

HANDHOLE, MANHOLE PB PBD

HIGH INTENSITY DISCHARGE PLC

MOTOR CONTROL CENTER PNL MOTOR CIRCUIT PROTECTOR

REC PT NATIONAL ELECTRICAL CODE REQ'D

PULLBOX PABELBOARD PROGRAMMABLE LOGIC CONTROLLER PANEL

RECEPTACLE REQUIRED

GENERAL NOTES:

1. THIS DRAWING IS GENERAL IN NATURE. SOME SYMBOLS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS.

2. IDENTIFICATIONS (ID), SIZES, RATINGS, LOCATIONS AND SIMILAR INFORMATION SHOWN ASSOCIATED WITH SYMBOLS ARE OPTIONAL; EXAMPLES OF SUCH INFORMATION ARE SHOWN WITH SOME SYMBOLS FOR CLARITY.

3. THE ELECTRICAL DRAWINGS USE THE ONE LINE AND PANEL SCHEDULES IN CONJUNCTION WITH SHOWING THE LOCATION OF THE ELECTRICAL! INSTRUMENTATION SOURCES AND LOADS/DEVICES SHOWN ON THE PLAN DRAWINGS TO DEPICT THE WORK. THE CONTRACTOR SHALL USE THESE DOCUMENTS TO DETERMINE AND PROVIDE THE NECESSARY RACEWAY AND WIRING SYSTEM FOR EACH CIRCUIT. ALL INDOOR RACEWAY SHALL BE RUN EXPOSED, AND ROUTED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. THE TYPE OF RACEWAY AND WIRE USED SHALL BE AS SPECIFIED

4. IF EQUIPMENT SUPPLIED BY MANUFACTURER HAS A LARGER LOAD THAN INDICATED ON THE ONE LINE DIAGRAM, THE CONSTRUCTION MANAGER SHALL BE NOTIFIED. THE CABLE, CONDUIT AND ELECTRICAL EQUIPMENT SHALL BE SIZED AS REQUIRED, TO ACCOMMODATE THE HIGHER VALUE.

5. IN AREAS WHERE THERE ARE OVERHEAD BRIDGE CRANES, HOISTS, ETC., OR WHERE EQUIPMENT IS LIFTED AND MOVED FOR MAINTENANCE OR REPLACEMENT, NO CONDUITS SHALL BE RUN OVERHEAD THAT WILL INTERFERE WITH THE OPERATION OF THE EQUIPMENT OR ACCESS TO EQUIPMENT.

6. THE LOCATION OF THE CONTROL STATIONS SHOWN ON THE PLAN DRAWINGS ARE DIAGRAMMATIC AND THE ACTUAL LOCATION SHALL BE COORDINATED IN THE FIELD WITH THE CONSTRUCTION MANAGER THE EXACT LOCATION OF THE MOTORS AND ACCESSORIES ARE NOT SHOWN.

7. THE CONTRACTOR SHALL COORDINATE WITH THE STRUCTURAL AND MECHANICAL DRAWINGS AND EQUIPMENT SUBMITTALS FOR CONDUIT STUB UP AND TERMINATION LOCATIONS.

8. ALL EQUIPMENT SHALL BE LABELED \AJITH NAMEPLATES. PROVIDE A DESCRIPTION OF THE EQUIPMENT AND THE EQUIPMENT NUMBER ON NAMEPLATES.

9. PROVIDE TYPE RMC GALVANIZED STEEL CONDUIT FOR ALL RACEWAYS WITH UP TO 24 INCHES OF TYPE LFMC FOR FINAL TERMINATIONS TO INSTRUMENTS. PROVIDE TYPE XHHW-2 CONDUCTORS FOR ALL POWER AND CONTROL RACEWAYS. PROVIDE 2 CONDUTOR #18 TWISTED SHIELDED CABLE FOR ALL ANALOG 4-20mA CIRCUITS.

SWBD SWITCHBOARD

TB TERMINAL BOX TYP TYPICAL

VND VENDOR CABLE VFD VARIABLE (ADJUSTABLE)

FREQUENCY DRIVE

WP WEATHER PROOF

Brown Awo Caldwell

DRAWING NO.

E-001 CONTRACT NO.

C02101

: SHEET 32 OF 40

FILE NO. 2018-0018

>­a:i

z 0 iii 5 w a::

ci z

GRADE

NOTE 2 ---------+----,

NATIVE MATERIAL, SEE NOTE 5

TAMPED SAND MINIMUM 6" ABOVE CONDUIT ----~

SCHEDULE 40 PVC CONDUITS -------

NOTES:

0

12"

*

* -5"

1. NUMBER AND SIZE OF ELECTRICAL DIRECT BURIED RACEWAYS AS INDICATED ON DRAWINGS OR SCHEDULES.

2. OSHA APPROVED 3" WIDE RED DETECTABLE WARNING TAPE (IDEAL OR EQUAL). 3. DIMENSIONS ARE MINIMUM. 4. SADDLE-TYPE CONDUIT SPACERS REQUIRED EVERY 8' (CARLON SNAP-LOC, SNAP-N-STAC,

OR EQUAL).

*PROVIDE 2" SEPARATION FOR CONDUITS LESS THAN 4". 5. BACKFILL SHALL REACH MIN 90% COMPACTION IN AREAS THAT WILL REMAIN UNPAVED

OR NOT UNDER CONCRETE. BACKFILL SHALL REACH MIN 95% COMPACTION IN AREAS WHERE CONDUITS Will BE LOCATED BENEATH PAVEMENT I CONCRETE.

DIRECT BURIED CONDUITS

DETAIL G;~

~-1/4" ALUMINUM PLATE DIMENSION AS REQUIRED. DRILL CHANNEL PLATE FOR NUMBER OF HOLES REQUIRED. REMOVE ALL SHARP EDGES, CLEAN

FINISHED FLOOR

b '

'------ 3/8" RADIUS (TYP)

~----C4x5.4 PLAN

·- 1/2"x8"x8" MINIMUM BASE PL TYPE N STRUCTURAL ATTACHMENT

·----·· LEVELING NUTS AND WASHERS (TYP OF 8)

+---- GROUT ~--__._,,__~.J.,_>-.,..,,..-_ ---------~-~~16SS 1/2" x 8" ANCHOR BOLTS (TYP OF 4))

LINE IS 2 INCHES

AT FULL SIZE {IF NOT 2" - SCALE ACCORDINGLY

NOTE:

. ·. . : .., ...•.

··~---CONCRETE BASE 1·:.a FRONT

ALL MATERIALS SHALL BE ALUMINUM. HARDWARE SHALL BE STAINLESS STEEL WHERE ALUMINUM IS NOT AVAILABLE.

EQUIPMENT STAND

DETAIL @5)

ADD 12" SECTIONS AS NEEDED -~...i

NOTE DIMENSIONS MAY VARY DEPENDING ON SIZE OF PULLBOX

TYPICAL PULLBOX

DETAIL @

_.;., __ ,',_ -

,_.,___ ___ 14" ----

"GROUND" NAMEPLATE OR SYMBOL ON COVER

""Rl~---ii!;;;:---- BOLTED GROUND ROD

3/4" DIAMETER x 10'-0" COPPERCLAD GROUND ROD _ __,-

NOTES: 1. TEST WELL OF CONCRETE, PVC, OR FRP MATERIAL.

CLAMP: BURN DY TYPE GAR, ANDERSON ELECTRIC TYPE QC-111, OR EQUAL

GROUND ELECTRODE CONDUCTOR TO GROUND ELECTRODE SYSTEM

2. H-20 LOAD RATED COVER FOR TEST WELL IN TRAFFIC AREA

GROUND TEST WELL

DETAIL G!0 SCALE: NONE

Brown ANO Caldwell

00

0 ""

DRAWING NO.

E-002 CONTRACT NO.

C02101

FILE NO. 2018-0018

>­ro

z 0 Vi > UJ 0:::

d z

'ii

§ r ~ )> z , --; m (f> -

" -n en f: C N mr > r Z CJ en o 0 N I ~mm o en ~ '<

m a ~ :J ~ 0

n • """"" Q..

~ ,,,_,. ..... l.11101 ..., (f) - :i: ::;; fT1 (') 0

fT1 ;u Z-l ~m)> 9 2iJ I ~ N ~~)>Oz .:::1 o00G) 00 0 -'-l w I -., z z

0 0 0 ~ ~ . . 00 0

G) )> (/)

OJ r m z Cl z G) )> ;o m )>

m x (/) -l -z G)

() I IJ OJ c -r 0 -z G)

ZS0118808

ZSC118808

ZS0118810

ZSC118810

I- -i=iT11-8815--] FLOW METER

~ _,. N

:!j: -" N Q _..

:

0

t~ -·w• -~• --.wo •-•-• -~· ••·- ,,~ ><~~ •

8#14, 1#14G, 3/4"C <-1-~~~~~~~~~~~~~~~~~~~~~~~4

1PR#16S, 3/4"C

2#12, #12G IN EXISTING UNDERGROUND CONDUIT

L. -·- ~""· ""- ~--~· "<·- ~w- -~·~ -~ .,J

'" ~---. ···~ ·--·- ~-"'' -·~· -~··- -·-· •"•'• ,,, ' i

-"jN \J ~

~ .. .;;, I

?\) 1 fJi ~ '"'h, ) .~ . - ' l t-.. J j

01 co t ~-- 1 ·""- l J:'..) ' C) i .. _':""~ l

Oi Ai

(, ~~~ -"' "-• """"' "'''~< w•.~ °"~ ~·-- .J

,,.. ~h"" ~~~ ~~~ ,.,_ ··-~-· .. ~- ~~~- ·~~ "''\

' '

I DPlT118705 I 1PR#16S, 3/4"C

DIFF PRESS TRANSMITER

CITY OF SANT A ROSA LAGUNA TREATMENT PLANT DIGESTER

GAS CONDITIONING IMPROVEMENTS

SCALE:

DWN Bf{~M

L --· --· -·- .,,_ --- ·~ .. _ ·~ j

DATE: JUNE, 2018

CHK BY: ADR

~o >' z rn !~'

.S-.. » \_\,)

f'i"'"j r·~ .. l~'

ELECTRICAL

CHP BUILDING SINGLE LINE DIAGRAM

By

APPROVED: Deputy Director - Engineering "' • ,? .I' / .-1" / R #' .£/1-

0 .,,, A"?! / ''· ,,,,,,, ''"" /'.,/~'".;t.:~,. <<,f,c,,..,.,.;~ .. ,,,{____ Date

Lori Urbanek NO. BY / I [~~======~~~~~;;~~~~~~c= \~~4·1~ ..

DATE REVISION

N _,.

o:::o 0 OJ 0 zoo ::0 0 -i c z mz :I: -i -i )> -i mm ;u " ;:o m> z z )> 0 mo ;:o ()

;u ~ ;j -i 0 -i () ;:o ;:o

:I: ;u (/) (f)

~o :r: :r: )> c )> )>

I r-r r r -i r r ooc z "Tl 0 (/) (f) -i ;;z m )! :r: o m mCX r o o en r :r: -i -i )>

-0 ~ z z m o:J (/) Q ~ C-ic r= 0 4 22

0 )> 0 z zzm G Om ;;u r . >< Q m

- Al 13 (/) 0 0 -I c r zz m QO N

'- 0 ~ co Zz () Oo ;o -le;: 0 o- c z -I =l -i ~o

City of

Santa Rosa

101 ['-' -"

" ~ s:: w m 0 :I: -< z 0 m m z r -" m ... 0 < 00 ~ ~

N G) -" 0 m en 0 m w

G) (f) z

rn )> m )> G)

~ ' m (/) m rn r ~ < z 0 rn r 0 (/) c

~ - -I m )> 0 M 0 z -i (f) -< m 13 ;o m m ~ (/)

m z CD m 0 r 0 OJ 0

~ ;o ~

FLT161561

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY

MCC-30N

"" p," V'', ''"•, .e.·-·~-~"-•' ,, ""~""'"• ,c,e/, ""'-'~'>'-'-~"- Co- ;~''-"''"•~'''''"<<"'"'~'-·•·~ ,_,.,,~,,;~~-·~~.--..<>,,_-;,,>3,•'-<-""-~·'""""-'~·~0~~ 7•"- """"''•~' ·~ ¥»•,•,.,.._.,,•"•·•• ,;.~'" '•' ,·.,;,·~.·~·~ ~·'' 't

P161121

P161122

MCCROOM

I HE161533 I

"----- GAS CONDITIONING PLC

CLASS I, DIVISION 2 HAZARDOUS LOCATION

0 2'

Q KEYNOTES

4'

1. DISCONNECT EXISTING CONDUCTORS FROM EXISTING MOTORS. NEW PUMP MOTORS TO BE REPLACE IN KIND, CONNECT EXISTING CONDUCTORS TO NEW PUMP MOTORS. CONTRACTOR TO VERIFY EXISTING FIELD DIMENSIONS AND TERMINALS TO ENSURE A PROPER ELECTRICAL CONNECTION TO NEW PUMP MOTOR.

·@

Brown AND Caldwell

GO ~

0 C'i

w :z

IX ::> ., Cl < ;>.:

~ ID

< :.:: 0 :i:

u

ix: w (/) I- I-Cl) :z WW G :iE -w

<( c > Cl) I- 0 0 z a:: a:: < Cl.. <( ..J ::E I- a. -ZI-(!) <( :z z oow-I.I. ::E z 01-0 ~ <i= w--n::C 0 I- :z

<o z () :;,) (/)

e>< < (.? -I

...J

(§ ii'. I-() UJ ...J UJ

" ,.., 0

0

>­CD

z 0 1ii 5 w ()(:

ci z

z :3 Q. <( w a: <(

a: w .... en 0 0 m 00 <( CJ

DRAWING NO.

E-100 CONTRACT NO.

C02101

SHEET 35 OF 40

FILE NO. 2018-0018

LINE IS 2 INCHES

AT FULL SIZE IF NOT 2·• - SCALE ACCORDINGLY)

CLASS I, DIVISION 2 HAZARDOUS LOCATION

'----IDPIT118705

. '

® PLAN

NORTH

0

Brown ANo Caldwell

00 ~

0 C'4

w z oc ::::i -, Cl <:{

:;.: ~ al

<( '.><: Cl :r:

(.)

0:: w (I) I- I-(/) :z WW Cl :: -w

<( Cl > (I) I- 0 0 :z 0:: 0:: < Q.. <( ..J :'ii 1-- n. -z I- C> <( :z :z mw-u. ~z 01-0 ~ <i= w-- 0:: Cl u I- z

0 <u z (I) :::;) < ~(!) ..J

_J

<i: ()

0:: f-u LU _J

LU

>­m

z 0 (/)

5 w 0::

0 z

00 <( <Cw Ci a: ....I<( <( I-oz -W a: ~ l-1-O<t Ww -'a: Wt-

DRAWING NO.

E-101 CONTRACT NO.

C02101

SHEET 36 OF 40

FILE NO. 2018-0018

1 2

LL

-

1. 20.000 .I.

LINE IS 2 INCHES AT FULL SIZE

(IF NOT 2" - SCALE ACCORDINGLY)

CHILLED WATER PUMP NO. 1

CHILLED WATER PUMP NO. 2

1 '-811

80.000

. 1.

(},t>,~'; EtLf3.i\lf) 8()0f5 i"·J(). 'i

~""'"'""-A~.,·--~--~·-·~"""·~-._.-,.

11-811

MCC-30N ELEVATION

t

.1 .

!' j\,~ i~'•f"';j'-,.At) }~,!\ .• ,--~-,, -

f·J,() _ 1

(;;/A~~ 80(J;;,-rf.~'.R

8L(J\/\JE;~ NC), 2

11-81! . I

0 0 0

g

1.

SHEET GENERAL NOTES

EXISTING MCC-30N IS A 480V, 600A, 65K AIC RATED SIEMENS MODEL 95, PART NUMBER 9-001-89527-33.

0 KEYNOTES

1. CONTRACTOR SHALL REPLACE EXISTING SIEMENS 3A MCP BREAKER WITH COMPATIBLE 7A SIEMENS MCP BREAKER.

2. CONTRACTOR SHALL REPLACE EXISTING SIEMENS ESP200 SOLD-STATE OVERLOAD RELAY, CATALOG NO. 48ATB3SOO WITH SIEMENS ESP200 SOLID-STATE OVERLOAD RELAY CATALOG NO. 48ATC3SOO OR EQUIVALENT

Brown AND Caldwell

co ~

0

"" ,_.; z a:: :::> -, ~

).:

~ (!l

<( ~ 0 ::c

u

0:: wen I- I-cnz WW (!) :ii

<( 2i w Cl) I-> oz 0 ex: < &: <( ...I :ii I- ll. -ZI- (!) <( z z row-LI. :i z 01- 0 > < i= I- w -- a:: c 01- z

< 0 zO =.>"' o< <(O -I

...J

LS a:: f-() LU ...J UJ

>­(J]

0 z

:z 0 ~

~ > w ..J w z 0 M

8

0 0 :e

DRAWING NO.

E-102 CONTRACT NO.

C02101

: SHEET 37 OF 40

FILE NO. 2018-0018

MCC-30N

SHEET GENERAL NOTES

1. EXISTING MCC-30N IS A SIEMENS MODEL 95, PART NUMBER 9-001-89527-33.

2. CONTRACTOR. SHALL ENSURE ALL COMPONENTS BEING REPLACED ARE COMPATIBLE WITH THE SIEMENS MODEL 95 MCC AS WELL AS THE EXISTING COMPONENTS TO REMAIN IN THE MCC.

Q KEYNOTES

1. CONTRACTOR SHALL REPLACE EXISTING SIEMENS 3A MCP BREAKER WITH COMPATIBLE 7A SIEMENS MCP BREAKER.

2. CONTRACTOR SHALL REPLACE EXISTING SIEMENS ESP200 SOLD-STATE OVERLOAD RELAY, CATALOG NO. 48ATB3SOO WITH SIEMENS ESP200 SOLID-STATE OVERLOAD RELAY CATALOG NO. 48ATC3SOO OR EQUIVALENT

3. CONTRACTOR SHALL REPLACE EXISTING CHILLED WATER PUMPS NO. 1AND2, MARATHON ELECTRIC PART NO. 952-1491-940, WITH BELL AND GOSSETT SERIES E-90 MODEL 1.25AAB OR EQUIVALENT

r··-~ ·~ '" ~- -··· ~-·· ~"- ~- <M~ ""'"' --- ·--~, '"'"" ~- _,,,_" --·" '·~-, '"•'" -- -- __ ., '"''"' M,_ .. -.,,. """" -·R• ~~- __ ,,_ •'o•'M ~- ''>,0~ "'~ •• _,_ "A'' ~-- -~- ~.,,, -'''"'" '"'~" •NM -~~" ~V- -~··· •• ~.. ·--~ O-'<>• •~'< 0 -~- --~ • ---' --·- •< 0¥ -~- o,·~-- ~---~ -----~ .,.,,_ "''-'~ ,,,,_ •·• •> ,-~-- ~·"• ••,0,, -><• __ , H•O< --~- _,,A, ~--~ "-'•- --.-. ""-' --~- ·-~ oo'~, -·- > ••• < -·· ~-''' ,,., •• --- ~-· -~•<•• Vd-' ,., , ~·~·· -°' ·- 0 --'~ '-'•• ··--· ·-~•• ~~ ~··~ ,.,,_ ••'<~' "~~· • ~~- •"'"'" -·~-· •• ,_,, '<"-"' ,,.,_ "A""' ~- '~>• •;v~ ,.-~ ~M -· -~~ ~--<' -- -~·,. --·- -- . -~"" ._,,,,_ -~- ·~= _,,,_._ ··-- ~ ~» _,, -"~-'• -~"' .--~- -·*• ~-·· ---~ •~>eo -"~ ~ •0•• -~- '•'"--"• ~·-· ·-·~ -·~· ~,.~ -~- ,_-~~- "'- "~ -·- -- '"'~o """ < -"·~· ~- -' -~ ~----- ~-->

'

LINE IS 2 INCHES

AT FULL SIZE (IF NOT 2" - SCALE ACCORDINGLY)

CHILLED WATER PUMP NO. 1

CHILLED WATER PUMP NO. 2

\

c;;,::; 8LE!\!l) f)'(){)ST.~f::. f\l(), ;:'.

•, \ 30A 1 ""'"~""~~ i i'1i(;F-'

! ' I

'r' ~~!- "i .. ~~~- ;

~< r' I

\ } ii!\(: p

!

-'7» •,-..;, _,, on•' ~""" ~~" ~~~ _,,,kv ~-~ •••= r·~ _ _. ~- .,.. ..... -•" ~ M~ ~-~'; ~-- ~•'"" <'•--"

c;/.\S BLF\\~f) !.~()CJ;-~ f'EFZ N(;. i

I

lf~()fJ, SPC)r.JC~t:

(:()f.Jl'F((~L. F' ;\H ;-_:; L 13/•,S B<)<:)f-'.l'fE.fl BL()V~Jt:r~ N(). 1

\

i I

Brown AND Caldwell

(() ~

0 <'i

tJ z ;;) -,

~ <( Cl

~ -<( <..) lf)

"" "' a::: .£ ..... c

0 a"i 0 < "' :>.: .<;;

"" Ill LS ~ ::c:

I "i () i... ! c ' ~

-~~ 1Jl .>, '~ Cl .,,,,,.,~ ., ~ ' ::i \

~~~ Q ~~ Ci J ~

:::i: 0

i a::: (L (L

~ -<(

Cl >. co

>­(!)

z 0 Vi > w 0::

c:i z

-"' "' <= " ..0 ....

:;:i

]

DRAWING NO. E-103

CONTRACT NO. C02101

SHEET 38 OF 40

FILE NO. 2018-0018

I •

HMI

PLC

NOTE:

l l ~··---- -·-··--···----· _______ ,, __ ~.,,!-··---,-- .. , 1~- ___ , __ ~ ....... '1!?~i

!r ' l

/\L

/ /

{

' (2)

2-1r;

i 2{}\/

OOL! C!··ii

All LOOP PREFIXES SHOWN ARE 118-XXX, WHERE XXX IS THE UNIQUE LOOP IDENTIFICATION. LABEL ALL EQUIPMENT WITH PREFIX AND LOOP IDENTIFICATION.

LINE IS 2 INCHES AT FULL SIZE

(IF Nor 2" - SCALE ACCORDINGLY)

/

018l1\/ (2)

0

/

/

/ /

)

.. ..-

6" MSG

I

<

2" CHWR

Tl

FLT161553

~ ~

DIF"F PRESS

L---,

1 PDIT 705

6"MSG

Tl

HE161533

HE161534

a Tl

0

<.(

FLT .. ·i61.562

Pl

0 1.

1-002

KEYNOTES

REPLACE CHILLED WATER PUMPS WITH NEW PUMPS SIMILAR IN TYPE AND SIZE.

Brown AND Caldwell

"° 0 ~

I.Li z :;:! ...,

~ <( Cl

a:: ~ :;.: ID

:<: :i:: (,)

DRAWING NO.

1-001 CONTRACT NO.

C02101

SHEET 39 OF 40

FILE NO. 2018-0018

>­CD

0 z

HMI

PLC

LINE IS 2 INCHES

AT FULL SIZE lF NOT 2" - SCALE ACCORDINGLY

I <(

I I I I I I I I

3"NG

120V

I r __ J I I I I I I I I I I I I

i ______ _J

i

~ ~

POS SWITCH

I I I I I I I I I I I

! I l J , ____________ _

~--1/t------~

Brown AND Caldwell

00 ~

0 C'I

i.J z a:: :::; ..., ~ ).:

~ ID

<( ::.;: Cl ::i:

(.)

Cl:: w en I- I-00 z WW (.') ~ -w

<( c > I/;) I- 0 0 z ti:: a:: < ll.. <( ....! :IE I- Cl. -ZI-(!) <( z z Cl) w-!.!. ~ z 0 l'-0 > < i= I- I.I.I -- ti::C o.._z

<o zU :::> U)

(!) < <( (!) ..J

z 0

~ z UJ 2 ::i 0::: I-(/) z

Q) +'

" Cl

>­Ill

z: 0 i:ii > w 0:::

ci z

:ii! w I-(J) > (J)

" z -x -:ii! (J) <( G

DRAWING NO.

1-002 CONTRACT NO.

C02101

SHEET 40 OF 40

FILE NO. 2018-0018