WOOD MOLDING

PLYWOOD (SECTION)

CONCRETE (SECTION)

GYPSUM BOARD (SECTION)

TILE (PLAN)

COMPACTED GRAVEL

(SECTION)

RIGID INSULATION

(SECTION)

BRICK VENEER (PLAN,

SECTION)

CMU (PLAN, SECTION)

STEEL FRAMING (PLAN,

SECTION)

COMPACTED SUBGRADE

ROOM

NAME

101A

A

AEXXX

NAME

ELEVATION

AEXXX

SIM

AEXXX

SIM

SCALE

1 VIEW NAME

SCALEAEXXX

A

ROOM TAG

DOOR TAG

WINDOW TAG

INTERIOR ELEVATION

ELEVATION, (DATUM)

DETAIL

WALL SECTION /

EXTERIOR

ELEVATION

DRAWING TITLE

REVISION TAG

GRID HEAD

WALL TYPE

AEXXX

SIM

CENTERLINE

BUILDING SECTION

FLAG

1 KEYNOTE TAG

WINDOW GLAZING

TAGG3

ARCHITECT

Galloway & Company, LLC 1575 S. River Rd., Suite 101 St. George, Utah 84790 435.352.1050 Attn: Todd McBrayer

MECHANICAL, PLUMBING, ELECTRICAL

Resolut 230 N. 1680 E, Building V St. George, Utah 84790 435.674.4800 Attn: Ian Madison

GENERAL INFORMATION

GI101 GENERAL INFO/COVER

SITE

AS101 SITE PLAN - OVERALL AREA

AS102 SITE PLAN - RV PAD

ARCHITECTURAL

AE100 FISH HATCHERY OFFICE DEMO

AE101 FISH HATCHERY OFFICE

AE102 EXISTING ELEVATIONS

MECHANICAL

M001 MECHANICAL TITLE SHEET

M101 FISH HATCHERY MECHANICAL PLAN

M102 SHOP MECHANICAL PLAN

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M701 MECHANICAL SPECIFICATIONS

ELECTRICAL

EG001 ELECTRICAL SYMBOLS AND NOTES

EG002 ELECTRICAL SCHEDULES

EG061 ELECTRICAL DIAGRAMS

ED101 ELECTRICAL DEMOLITION SITE PLAN

ES101 ELECTRICAL SITE PLAN

EL201 ELECSHOP ELECTRICAL PLAN

EL202 HATCHERY BUILDING ELECTRICAL PLAN

EP401 ELECTRICAL ONE-LINE DIAGRAM

A

AC ACOUSTIC

ADD ADDENDUM

A/C AIR CONDITIONING

ALT. ALTERNATE

AL ALUMINUM

A.B. ANCHOR BOLT

& AND

ARCH ARCHITECT(URAL)

ASP. ASPHALT

@ AT

B

BSMT. BASEMENT

B.M. BENCHMARK

BLKG. BLOCKING

BD. BOARD

B.O. BOTTOM OF

BLDG. BUILDING

C

CAB'T CABINET

C.I.P. CAST IN PLACE

C.B. CATCH BASIN

CLG. CEILING

CL CENTER LINE

C.T. CERAMIC TILE

CH CHANNEL

C.O. CLEAN OUT

CLR. CLEAR

CL. CLOSET

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

COND. CONDITION

CONN. CONNECTION

CONST. CONSTRUCTION

CONT CONTINUOUS

CJ CONTROL JOINT

D

D.P. DAMP PROOFING

D.B. DECK BEARING

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DWL. DOWEL

DN. DOWN

D.S. DOWN SPOUT

D.W.V. DRAINAGE WASTE VENT

DWG. DRAWING

E

EA. EACH

E.W.C. ELEC. WATER COOLER

EL. ELECTRIC

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

E.J. EXPANSION JOINT

EXT. EXTERIOR

F

FT. FEET

FIN. FINISH(ED)

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIXT. FIXTURE

1575 S. River Rd., Suite 101 St. George, Utah 84790 435.352.1050 GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

D

FC

M S ta m p

GENERAL

INFO/COVER

GI101

UDF000031

TMM

TMM

S

OU

TH

F

IS

H

HA

TC

HE

RY

R

OA

D

HA

TC

H, U

TA

H

DF

CM

P

RO

JE

CT

N O.

: 2

M

AM

M

OT

H

CR

EE

K

FI

SH

H

AT

CH

ER

Y

UP

GR

AD

ES

DFCM | Department of Natural Resources | Division of Wildlife Resources

MAMMOTH CREEK FISH HATCHERY UPGRADES

1318 SOUTH FISH HATCHERY ROAD

HATCH, UTAH 84735

DFCM PROJECT NO.: 27087520

August 4, 2026

ABBREVIATIONS DRAWING INDEXMATERIALS / SYMBOLS DESIGN TEAM

VICINITY MAP

PROJECT SITE

MA

MM

OT

H

CR

EE

K

DR

FISH HATCHERY RD.

U.

S.

H W

Y

OL

D

U.

S.

FL. FLASHING

G

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

G.S.N. GENERAL STRUCTURAL

NOTES

GL. GLASS

GD. GRADE

GRL. GRILLE

GRD. GROUND

GYP. GYPSUM

H

HDW. HARDWARE

HDWD. HARDWOOD

HTR. HEATER

HT. HEIGHT

H.P. HIGH POINT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.B. HOSE BIB

H.W. HOT WATER

HR. HOUR

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J

JAN. JANITOR

JT. JOINT

JST. JOIST

L

LAM. LAMINATED

LDG. LANDING

LAV. LAVATORY

LT. LIGHT

L.W.C. LIGHT WEIGHT CONCRETE

LVR. LOUVER

M

M.B. MACHINE BOLT

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MLDG. MOLDING

MULL. MULLION

N

N.G. NATURAL GRADE

NOM. NOMINAL

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O

O.C. ON CENTER

OPNG. OPENING

O.D. OUTSIDE DIAMETER

O.F.S. OVERFLOW SCUPPER

O.F.C.I. OWNER FURNISHED,

CONTRACTOR INSTALLED

P

PT. PAINT

PTD. PAINTED

PR. PAIR

PNL. PANEL

d PENNY

P.L. PLASTIC LAMINATE

PL. PLATE

PLBG. PLUMBING

P.C. PLUMBING CONTRACTOR

PLYW'D PLYWOOD

P.S.I. POUND PER SQUARE INCH

P.S.F. POUNDS PER SQUARE FOOT

R

RAD. RADIUS

REC. RECOMMENDATION

REG. REGISTER

REQ'D REQUIRED

R.A. RETURN AIR

REV. REVISION

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

RGH. ROUGH

RND. ROUND

S

SCR. SCREW

SECT. SECTION

SEL. SELECT

SHT. SHEET

SIM. SIMILAR

SLDG. SLIDING

SM. SMOOTH

SPEC. SPECIFICATION

SPL. SPLASH

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STRUC. STRUCTURE

S.A. SUPPLY AIR

SUSP. SUSPENDED

SW.BD. SWITCHBOARD

T

TELCO TELEPHONE COMPANY

T.G. TEMPERED GLASS

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

T.O. TOP OF

T.O.C. TOP OF CURB

T.O.D. TOP OF DECK

T.O.P. TOP OF PARAPET

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V. VENT

V.T.R. VENT THROUGH ROOF

VERT. VERTICAL

V.G. VERTICAL GRAIN

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION TILE

V.C.P. VITREOUS CLAY PIPE

W

W.C. WATER CLOSET

W.H. WATER HEATER

W.P. WATER PROOF

W.R. WATER RESISTANT

W.W.F. WELDED WIRE FABRIC

W.F. WIDE FLANGE

WDW. WINDOW

W/ WITH

W/O WITHOUT

WD. WOOD

08/04/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/18/2026

REVIEWED FOR CODE

COMPLIANCE

SMHRIM: 7075.94'INV: 7073.51'STAND PIPE: 7072.74'FLOOR: 7069.34'

SMHRIM: 7075.97'N INV: 7068.27'

SMHRIM: 7075.78'INV: 7073.48'FLOOR: 7071.38

SMHRIM: 7088.42'FLOOR: 7080.92'

SMHRIM: 7075.88'INV:7073.58'INV: 7072.48'FLOOR:7071.48'

SDMHRIM: 7076.91'TOP PIPE: 7072.21'

S

S

S

S

S

W

BC110007076.90

BC110017076.90

EO10027075.92

EO10037075.03

EO10047073.65

EO PC10057073.46

EO POC10067072.95

EO PT10077072.09

EO10087071.78

EO10097071.35

EO10107072.81

EO10117073.20

EO10127073.37

EO10137074.18

EO10147074.58

EO10157075.24

EO10167075.51

EO GB10177075.83

EO GB10187077.15

EO GB10197077.59

EO10207077.15

EO GB10217077.55

EO GB10227079.94

EO PC10237080.20

EO POC10247081.19

EO PT10257082.55

EO / CC10267083.38 CC10277082.43

CC AP10287082.87

CC AP10297082.68BC SHED110307082.61

BC SHED110317082.91

BC SHED110327083.04

CC AP10337083.01

CC AP10347082.90BC SHED110357082.78

EO10367084.02

EO PC10377085.27

EO POC10387085.88

EO PT10397086.79

EO10407088.63

EO10417090.31

EO/TOE ROCK WALL10427090.65TOP ROCK WALL10437091.57

TOP ROCK WALL10447091.04

EO/TOE ROCK WALL10457090.10

EO/TOE ROCK WALL AP10467089.18

EO/TOE ROCK WALL AP10477088.86

EO/TOE ROCK WALL10487088.84

EO/TOE ROCK WALL10497088.88

TOP ROCK WALL10507090.73

TOP ROCK WALL10517090.56

TOP ROCK WALL10527090.63

TOP ROCK WALL10537090.35

EO/TOE ROCK WALL10547088.39TOP ROCK WALL10557089.66

TOP ROCK WALL10567089.77

TOP ROCK WALL10577087.94

TOP ROCK WALL10587087.94EO/TOE ROCK WALL10597086.43

EO/TOE ROCK WALL10607085.13TOP ROCK WALL10617085.96

TOP ROCK WALL10627085.89

TOP ROCK WALL10637086.93

TOP ROCK WALL10647086.97

TOP ROCK WALL10657085.31

TOP ROCK WALL10667085.29

EO/TOE ROCK WALL10677084.70

EO10687085.01

TBC END10697085.31

TBC10707087.19

EO10717087.13

TBC END/CC10727089.63

EO10737089.57EC10747090.28

EC10757091.02

EC10767089.54

EC AP10777089.52

EC AP10787089.36

CC/TBC END10797089.70

EC10807090.63

TBC10817088.99

EO10827089.00

TBC AP10837088.19

EO10847088.10

EO10857085.12

TBC10867085.64GS10877085.18

GS10887082.69TBC10897083.01

EO10907081.72 TBC WALL AP10917081.94

TBC WALL AP10927082.04

TBC WALL AP10937082.02

GS10947081.41

TOP ROCK WALL10957081.98

TOP ROCK WALL10967082.03

TOP ROCK WALL10977081.99

TOP ROCK WALL10987081.94

TOP ROCK WALL10997081.93 TOP ROCK WALL AP11007081.82

TOP ROCK WALL AP11017081.83

EO/TOE ROCK WALL11027079.60

EO/TOE ROCK WALL11037079.66

EO/TOE ROCK WALL11047079.67

EO11057080.08

TOP WALL11067082.98

TOP WALL11077085.16

TOP WALL11087087.48

CC/TOP STAIR11097082.15

CC/TOP STAIR11107082.14EC PC11117082.13

EC POC11127082.33

EC PT11137082.55

EC PC11147082.56

EC POC11157082.98

EC PT11167083.10

EC PC11177082.83

EC POC11187082.70

EC PT11197082.52

FLAG POLE11207083.24

GS11217081.70

GS11227081.53TOP ROCK WALL11237081.70TOP ROCK WALL11247081.70TOE ROCK WALL11257080.00

TOE ROCK WALL11267079.44TOP ROCK WALL11277081.58

TOP ROCK WALL11287081.58

TOP ROCK WALL11297081.56TOP ROCK WALL11307081.51TOE ROCK WALL11317079.42

GS11327081.48

EO PC11337079.43

EO POC11347079.22

EO PT11357079.14

GS11367079.59

GS11377079.91

EO PC11387078.47

EO POC11397077.65

EO PT11407077.31

GS11417077.56

GS11427078.81

GS11437077.62

GS11447078.89

BC111457076.88

BC111467076.94

CC11477076.97

CC11487076.76

CC11497076.73

CC11507076.88

CC11517076.74

CC11527076.67

CC11537076.72

CC11547076.76

CC11557076.86

CC11567076.70

CC11577076.74

CC11587076.80

LIP GUTTER11597075.84

LIP GUTTER11607075.88

LIP GUTTER11617075.78

LIP GUTTER11627075.67

LIP GUTTER AP11637075.67

LIP GUTTER AP11647075.75

LIP GUTTER11657075.62

LIP GUTTER11667075.61

LIP GUTTER AP11677075.52

LIP GUTTER AP11687075.64

LIP GUTTER11697075.04

LIP GUTTER11707075.04

LIP GUTTER11717073.98

LIP GUTTER11727073.95

LIP GUTTER11737073.12

LIP GUTTER11747073.23

CL PROPANE TANK11757073.09

CL PROPANE TANK11767073.20

FL11777073.15

FL11787074.03

FL11797074.97

FL11807075.50

FL11817075.50

FL11827075.62

FL11837075.76

FL11847075.84

BC211857075.82

BC211867075.64GAS STUB11877075.65

BC211887075.78

BC211897075.88

BC211907076.03

BC211917076.12

BC2 DNC11927079.56

BC211937075.93

CC11947075.65

CC11957075.37

CC11967075.72

CC11977075.73

CC11987075.74

CC11997075.64

EC12007075.80

EC12017076.07

CC12027075.91

EC12037075.86

CC12047075.93

EC12057077.38

CC12067078.64

CC12077078.63

EO/STAIR12097078.60

EO/TOE WALL12107078.57

EO/TOE CONC WALL12117078.31

EO/TOE CONC WALL/STAIR12127077.92

TOP CONC WALL12137079.16

TOP CONC WALL12147079.17

TOP CONC WALL12157079.22

TOP CONC WALL12167079.25

TOP CONC WALL12187079.16TOE CONC WALL12197076.51

TOE CONC WALL12207076.47

TOE CONC WALL12217076.32

KIOSK POST12227076.11

KIOSK POST12237076.34

KIOSK ROOF12247076.37

KIOSK ROOF12257076.26

KIOSK ROOF12267076.07

KIOSK ROOF12277076.32

TC12287076.34

TC12297076.34

TC12307076.36

TC12317076.14

TC12327076.22

TOE CONC WALL12337076.04

TOE CONC WALL12347076.13

TOE CONC WALL12357077.32

TOP WALL12407078.82TOP WALL12417078.86

COR STEPS12427076.42

COR STEPS12437078.15

COR STEPS12447078.19

COR STEPS12477076.43

COR STEPS12487076.41

COR STEPS12497076.54

COR STEPS12507076.43

COR STEPS12517077.11

COR STEPS12527077.74

CC12537077.43

EC12547075.88

CC12557075.98

CC12567076.06

TOP CONC WALL12577077.86

TOP CONC WALL12587077.87TOE CONC WALL12597077.37

TOE CONC WALL12607076.41

TOE CONC WALL12617075.78

TOE CONC WALL12627075.96TOP CONC WALL12637076.26

TOP CONC WALL12647076.22

TOE WALL12657076.31

LIP GUTTER12667077.29

LIP GUTTER12677077.19

FL12687077.16

FL12697077.78

LIP GUTTER12707077.75

LIP GUTTER12717077.78

LIP GUTTER12727078.74

LIP GUTTER12737078.72

FL12747078.63

FL12757079.40

LIP GUTTER12767079.41

LIP GUTTER12777079.42

LIP GUTTER12787080.23

LIP GUTTER12797080.16

FL12807080.09

EO12817081.74

EO CIRCLE12827081.24

EO12837081.48

EO12847081.87

GS12857088.30

BC HOUSE12867090.46

BC HOUSE12877090.14

BC HOUSE12887090.62BC HOUSE12897090.59

GS12907088.71

GS12917087.34

GS12927087.60

GS12937086.50

TB12947084.18

TB12957083.48

GS12967084.12

GS12977084.73

GS12987083.26

GS12997082.87

TB13007082.31

GS13017082.04

GS13027081.62

TB13037080.78

TB13047080.92

TB13057080.16

GS13067080.22

GS13077078.09

GS13087078.82

TB13097078.25

TB113107078.05

TB113117077.98

TB113127077.26

TB113137077.01

TB113147077.62

TB113157077.42

FL13167076.76

FL13177076.80

FL13187076.91

TB13197077.79

GS13207077.99

GS13217077.05

GS13227077.16

GS13237076.69

TB13247076.73

TB13257075.36

GS13267076.15

GS13277076.36

GS13287075.48

TB13297074.72

TB13307074.17

GS13317075.01

GS13327075.33

GS13337074.71

GS13347073.90

TB13357072.58

COMM BOX13367073.50

COMM BOX13377073.51

COMM BOX13387073.60

COMM BOX13397073.44

GS13407073.23

TB13417072.76

GS13427073.76

GS13437072.83

GS13447072.61

TB13457072.69

TOA13467076.04

TOA13477076.67

TOA13487076.82

TOA13497076.88

TOA13507076.98

TOA13517076.83

TOA13527076.73

TOA13537077.00

TOA13547076.89

TOA13557076.56

TOA13567076.83

TOA13577076.79

TOA13587076.97

TOA13597077.13

TOA13607077.41

TOA13617078.44

TOA13627077.38

TOA13637077.40

TOA GB13647078.88

TOA GB13657078.82

TOA GB13667078.67

TOA GB13677078.62

TOA13687076.91

TOA13697076.05

TOA13707076.15

TOA13717076.82

TOA13727076.29

TOA13737075.92

TOA13747075.80

TOA13757075.63

TOA13767075.53

TOA13777075.48

TOA13787074.90

TOA13797074.24

TOA13807075.00

TOA13817075.58

TOA13827075.62

TOA13837075.00

TOA13847074.07

TOA13857074.16

TOA13867073.30

TOA13877072.20

TOA13887073.24

TOA13897073.89

TOA13907074.67

TOA13917075.47

TOA13927075.46

TOA13937075.37

TOA13947075.77

TOA13957075.62

TOA13967075.72

EO13977075.84

TOA13987075.82

TOA GB13997076.07

TOA GB14007076.02

TOA14017077.27

TOA14027077.53

TOA14037078.53

TOA14047078.81

TOA14057078.89

TOA14067078.48

TOA14077078.00

TOA14087077.68

TOA14097077.37

TOA14107078.06

TOA14117078.46

TOA14127079.19

TOA14137079.84

TOA14147079.15

TOA14157082.06

TOA14167080.82

TOA14177079.69

TOA14187078.83

TOA14197078.35

TOA14207078.24

TOA14217080.79

TOA14227081.44

TOA14237082.00

TOA14247082.65

TOA14257083.97

TOA14267084.44

TOA14277087.24

TOA14287087.54

TOA14297087.24

TOA14307089.42

TOA14317089.06

TOA14327089.17

TOA14337084.37

TOA14347083.46

TOA14357082.93

TOA14367082.43

TOA14377083.62

TOA14387084.70

TOA14397085.41

TOA14407086.65

TOA14417086.59

TOA14427086.61

TOA14437089.28

TOA14447089.50

TOA14457089.46

BASE 2' CEDAR TREE14467086.90

BASE 2.5' CEDAR TREE N_SIDE14477081.77

WV14487089.18

SCO14497088.83

SMH -7.5 FLOOR SE14507088.42

SCO14517075.84

ROOF DRAIN14527075.82

SMH -7.7 N14537075.97

SMH -6.6 FLOOR SEE PIC14547075.94

TOA14557078.70

SDMH -4.7 TOP PIPE14567076.91

SMH NORTH SEE PIC14577075.88

SMH SOUTH SEE PIC14587075.78

SD GRATE14597075.30

SD GRATE14607075.30

SD GRATE14617075.36

SD GRATE14627075.35

EO14637077.54

BOT WALL14647078.12

TOP WALL14657080.47

TOP WALL14667080.54

BOT WALL14677078.10

EO14687077.93

EO14697078.68

EO14707079.18

EO14717080.05

EO14727081.04BC314737081.04

TOA14747080.87

TOA14757078.46

TOA14767077.56

BOT WALL14777079.58

TOP WALL14787080.26

GS14797080.55

ELEC COND14807080.78

ELEC COND14817080.81

GS14827080.79

GS14837080.60

CC14847080.84

CC14857080.80CC14867080.81

CC14877080.70

CC14887080.70

GS14897080.57

TOP STEP14907081.38

TOP STEP14917081.39

TOP WALL14927080.81

CP_SET MAG27073.92

CP_SET MAG47081.34

CC12087078.61

COR STEPS12467078.72

TOP WALL12387079.29

TOE CONC WALL12377078.79

TOP WALL12397079.20

TOE CONC WALL12367078.74

TOP CONC WALL12177079.23

COR STEPS12457078.65

HATCHERY BUILDING

RACEWAY BUILDING

RACEWAY BUILDING

RACEW

AY BUILDING

SHOP

BUILDING

R

ES

ID

EN

C E

FILTRATION

BUILDING

AE101

EXISTING GENERATOR LOCATION, SEE ELECTRICAL SHEETS FOR

SCOPE. VERIFY THE EXISTING SLAB AND UTILITY CONNECTIONS

ALIGN WITH THE NEW GENERATOR REQUIREMENTS, ADJUST AS

NEEDED, INCLUDING ANY CHANGES NEEDED FOR THE

GENERATOR HOUSEKEEPING PAD. (THE NEW GENERATOR IS

SIMILAR IN SIZE.) CARE SHALL BE TAKEN TO NOT DAMAGE THE

EXISTING CONCRETE SIDEWALKS AROUND THE EXISTING UNIT,

AS WELL AS ANY EXISTING UNDERGROUND PROPANE LINES,

PROPANE TANKS, ETC.

RACEWAY BUILDINGS, SEE ELECTRICAL SHEETS FOR LIGHTING SCOPE REQUIREMENTS

EXISTING TREE SHALL BE REMOVED INCLUDING STUMP

GRINDING TO MAKE WAY FOR MORE VEHICULAR ACCESS

AND MANEUVERABILITY. CARE SHALL BE TAKEN TO

REMOVE THE TREE WITH MINIMAL DAMAGE TO THE

SURROUNDING AREA. THE EXISTING ASPHALT EDGES

SHALL BE SAWCUT AND READY FOR NEW 3" ASPHALT

WORK. PROVIDE 6" COMPACTED BASE IN WORK AREA.

NEW RV PAD AREA, SEE SHEET AS102 FOR REQUIREMENTS.

COORDINATE ELECTRICAL FEED FROM THE E SHEETS.

COORDINATE WATER AND SEWER FEEDS FROM THE P

SHEETS. SEE NOTES THIS SHEET.

SHOP BUILDING, SEE M AND E SHEETS FOR NEW HEATERS

AND FEED FOR RV PADS

LEACH

FIELD

1575 S. River Rd., Suite 101 St. George, Utah 84790 435.352.1050 GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

D

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8/4/2026 9:26:42 AM

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SITE PLAN -

OVERALL AREA

AS101

UDF000031

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SCALE 1" = 40'-0"AS101

A1 OVERALL SITE PLAN

NORTH

ASPHALT MAINTENANCE ADD/ALT:

CONTRACTOR SHALL PROVIDE A BID FOR ASPHALT CRACK SEAL

FOR THE ENTIRE ASPHALT AREA. FIELD VERIFY EXISTING

CONDITIONS PRIOR TO BIDDING.

1.

2.

3.

4.

5.

RV PAD SEWER CONNECTION NOTE:

THE NEW RV PADS SEWER CONNECTION SHALL BE TIED INTO

THE EXISTING SEPTIC SYSTEM.

THE CONTRACTOR SHALL PROVIDE SUFFICIENT SCOPE AND FEE

TO FIELD VERIFY THE EXISTING CONDITIONS FOR THE ON-SITE

SEPTIC TANK AND LEACH FIELD.

THE DESIGN INTENT IS TO GRAVITY FEED AND TIE INTO THE

EXISTING SEPTIC TANK LOCATED ON THE NORTH SIDE OF THE

SHOP BUILDING, WHICH FEEDS (PUMPS) TO THE EXISTING LEACH

FIELD IN THE GRASS AREA TO THE EAST OF THE EXISTING

RESIDENCE.

FINAL LOCATION OF THE RV CONNECTION IS INTENDED TO BE ON

THE SOUTH END OF THE NEW RV PAD AREA. INVERTS SHALL BE

VERIFIED TO ENSURE SUFFICIENT FLOW IS PROVIDED.

COORDINATE WITH THE P SHEETS FOR ADDITIONAL

REQUIREMENTS.

08/04/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/18/2026

SMH

RIM: 7075.94'

INV: 7073.51'

STAND PIPE: 7072.74'

FLOOR: 7069.34'

SMH

RIM: 7075.97'

N INV: 7068.27'

SMH

RIM: 7075.78'

INV: 7073.48'

FLOOR: 7071.38

SMH

RIM: 7088.42'

FLOOR: 7080.92'

SMH

RIM: 7075.88'

INV:7073.58'

INV: 7072.48'

FLOOR:7071.48'

SDMH

RIM: 7076.91'

TOP PIPE: 7072.21'

S

S

S

S

S

W

(7077.43 FS)

(7078.64 FS)

(7078.35 LIP)

(7077.40 LIP)

7078.00 CONC

29.28 ±

(7077.37 FS)

33.99 ±

35.68

7078.28 CONC

35.45 ±

PROVIDE EXTENDED EDGE OF

CONCRETE, 12"w. AND 24"d. BELOW

ADJACENT EXISTING SURFACE.

TYPICAL ALL SIDES.

SAWCUT EXISTING ASPHALT AT EDGE OF NEW

CONCRETE SURFACE. FORM NEW CONCRETE

RV PAD TO EDGE OF THE ASPHALT SAW CUT

LINE. TYPICAL BOTH ENDS NOT ADJACENT TO

THE VALLEY GUTTER OR CONCRETE WALL.

SAWCUT EXISTING ASPHALT AT EDGE OF NEW

CONCRETE SURFACE. FORM NEW CONCRETE

RV PAD TO EDGE OF THE ASPHALT SAW CUT

LINE. TYPICAL BOTH ENDS NOT ADJACENT TO

THE VALLEY GUTTER OR CONCRETE WALL.

COORDINATE LOCATION OF THE NEW

ELECTRICAL RV PEDESTAL WITH THE

ELECTRICAL SHEETS, CENTER ALONG THIS

EDGE. WATER AND SEWER CONNECTIONS

SHALL ALSO BE PLACED AT THIS LOCATION,

COORDINATE WITH PLUMBING SHEETS.

NEW 6"t. CONCRETE SLAB OVER 6"

MIN. COMPACTED BASE, PROVIDE

TOOLED EXPANSION JOINTS AS

SHOWN, EQUALLY SPACED.

7078.35 CONC

7078.64 CONC

EXISTING SHOP

BUILDING

EXTEND THE EXISTING CONCRETE WALL

ACROSS THE EXISTING STEPS DUE TO THE

NEW GRADES OF THE CONCRETE RV PAD.

PROVIDE #4 DOWELS AT 12" O.C. TO TIE

THE NEW WORK INTO THE EXISTING.

ALSO EXTEND THE EXISTING RAILING

SYSTEM ACROSS THE OPENING WHERE

THE NEW WALL IS BEING ADDED.

EXISTING RAMP AND HANDRAILS TO

REMAIN AND BE PROTECTED IN PLACE,

REMOVE THE EXISTING RV POWER

CONDUIT BACK TO THE BUILDING.

EXISTING TREE SHALL BE REMOVED INCLUDING

STUMP GRINDING TO MAKE WAY FOR MORE

VEHICULAR ACCESS AND MANEUVERABILITY. CARE

SHALL BE TAKEN TO REMOVE THE TREE WITH

MINIMAL DAMAGE TO THE SURROUNDING AREA.

THE EXISTING ASPHALT EDGES SHALL BE SAWCUT

AND READY FOR NEW 3" ASPHALT WORK. PROVIDE

6" COMPACTED BASE IN WORK AREA.

THE NEW CONCRETE RV AREA SHALL

BE POURED FLUSH WITH THE EXISTING

ASPHALT SURFACE AND GRADE AT THIS

END OF THE AREA.

CHAMFER CORNER OF RV SLAB AS

SHOWN, 12” MIN. EACH DIRECTION.

PROVIDE 6" DIA. CONCRETE

FILLED BOLLARD AT CORNER OF

NEW CONCRETE PAD, SEE DETAIL

THIS SHEET.

T.O. PAVING

CONCRETE FILL, PROVIDE

SMOOTH DOMED TOP AS

SHOWN

6" DIA. STANDARD STEEL PIPE;

HOT DIP GALVANIZE

PAINT

1'-6"

1'- 0"

2'- 6"

4'- 6"

T

YP

1"

1575 S. River Rd., Suite 101 St. George, Utah 84790 435.352.1050 GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

D

FC

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SITE PLAN - RV

PAD

AS102

UDF000031

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SCALE 3/16" = 1'-0"AS102

1 ENLARGED RV SITE PLAN

SCALE 3/4" = 1'-0"AS102

2 BOLLARD DETAIL

08/04/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/18/2026

DEMO THE EXISTING SLIDING WINDOW, SEE

NOTES THIS SHEET, TYPICAL ALL WINDOWS IN

HATCHERY BUILDING AS MARKED. THE

EXISTING WINDOW COVERING SHALL BE

SALVAGED FOR REINSTALLATION.

DEMO THE EXISTING DOOR ONLY IN

PREPARATION FOR THE NEW DOOR, SEE

FLOOR PLAN.

REMOVE THE EXISTING CABINET, COUNTER

TOP, PLUMBING FIXTURES, AND WATER

HEATER IN PREPARATION FOR THE NEW

INSTALLATIONS, SEE FLOOR PLAN.

DEMO THE EXISTING DOOR ONLY IN

PREPARATION FOR THE NEW DOOR,

SEE FLOOR PLAN.

EXISTING GENERATOR TO BE REMOVED

ENTIRELY, COORDINATE WITH THE

ELECTRICAL SHEETS FOR REQUIREMENTS.

EXISTING OFFICE

EXISTING HATCHERY

EXISTING

WORK AREA

1575 S. River Rd., Suite 101 St. George, Utah 84790 435.352.1050 GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

D

FC

M S ta m p

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FISH HATCHERY

OFFICE DEMO

AE100

UDF000031

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NORTH16'8'0"

SCALE 1/4" = 1'-0"AE100

1 DEMO PLAN - HATCHERY OFFICE

08/04/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/18/2026

2'- 0"

A

NEW VINYL SLIDING UNIT WINDOW

1.

2.

3.

4.

NOTES:

APPROXIMATE DIMENSION; FIELD VERIFY

ACTUAL DIMENSION PRIOR TO ORDERING AND

FABRICATION.

NEW WINDOW TO REPLACE THE EXISTING

ALUMINUM WINDOW, FIELD VERIFY

INSTALLATION REQUIREMENT WITHIN THE

EXISTING CMU OPENING (NO FLANGE ON THE

NEW WINDOW).

CARE SHALL BE TAKEN TO PROTECT THE

EXISTING CMU OPEN DURING REMOVAL AND

INSTALLATION.

WINDOW TO BE VINYL SLIDER, DUAL PANED.

6'-0" ±

REPLACEMENT WINDOW, SEE NOTES THIS

SHEET, TYPICAL ALL WINDOWS IN HATCHERY

BUILDING AS MARKED WITH "A". EXISTING

WINDOW COVERINGS SHALL BE REINSTALLED.

FUR OUT THE EXISTING CMU WALLS WITH 2x4

FRAMING AT 16" O.C. FULL HEIGHT (8'-0"±),

WITH R-15 BATT INSULATION FULL CAVITY,

WITH ONE LAYER OF 5/8" GYPSUM BOARD.

EXISTING CMU WALL. COORDINATE AND SAFE

OFF ALL EXISTING ELECTRICAL OUTLETS AND

PREPARE TO RELOCATE AND EXTEND AS

REQUIRED, SEE ELECTRICAL SHEETS. TYPICAL

ALL WALLS WITHIN THE OFFICE AREA.

NEW INSULATED HOLLOW METAL DOOR TO

BE INSTALLED IN THE EXISTING FRAME, FIELD

VERIFY FINAL DOOR REQUIREMENTS (2868

APPROX.). PROVIDE A NEW LOCKSET AND

DOOR HARDWARE TO MATCH EXISTING.

NEW DOUBLE SINK WITH GOOSE NECK PULL OUT

FAUCET IN NEW COUNTER TOP AND MILLWORK.

COORDINATE CONNECTION TO A NEW UNDER

COUNTER ON-DEMAND WATER HEATER. SEE

PLUMBING SHEETS.

NEW SOLID SURFACE TOP OVER NEW

MILLWORK. 6'-

0"

EXISTING WINDOW TO REMAIN. PROVIDE

A NEW SOLID SURFACE WINDOW SILL TO

MATCH THE NEW COUNTER TOPS, FIELD

VERIFY FINAL DEPTH.

NEW INSULATED HOLLOW METAL DOOR

TO BE INSTALLED IN THE EXISTING

FRAME, FIELD VERIFY FINAL DOOR

REQUIREMENTS (2868 APPROX.).

PROVIDE A NEW LOCKSET AND DOOR

HARDWARE TO MATCH EXISTING.

AS PART OF THE DOOR ASSEMBLY,

PROVIDE A COMMERCIAL GRADE SCREEN

DOOR SIZED TO THE OPENING NEEDS.

EXISTING OFFICE

EXISTING HATCHERY

EXISTING

WORK AREA

AE101

AE

1 REMOVE THE EXISTING CONCRETE SIDEWALK PAD AT THE

ENTRANCE DOOR ABOUT 5'x4'. PROVIDE A NEW 4'w. CONCRETE SIDEWALK, 4"t. FROM THE EXISTING ASPHALT AT THE

SOUTHEAST CORNER OF THE BUILDING TO 24" WEST OF THE

EXISTING DOOR LOCATION. PROVIDE A COMPACTED BASE

UNDER THE NEW CONCRETE SIDEWALK. PROVIDE TOOLED

EXPANSION JOINTS EQUALLY SPACED NO MORE THAN 5'-0"

APART. FIELD VERIFY AND TAPER/SLOPE THE SIDEWALK TO

MATCH THE EXISTING ASPHALT, SAWCUT A STRAIGHT LINE FOR

THE NEW WORK TO POUR AGAINST. THE NEW SIDEWALK SHALL

HAVE A HEAVY BROOM FINISH SUITABLE FOR WET AND ICY

CONDITIONS, AS WELL AS SALT USE.

4'- 0"

CONTRACTOR TO INSTALL OWNER

SUPPLIED VINYL PLANK FLOORING IN

OFFICE SPACE. PROVIDE AND INSTALL

NEW 4" RUBBER BASE. PROVIDE

REQUIRED FLOOR PREP FOR THE NEW

INSTALLATION.

NEW GYPSUM BOARD SHALL RETURN INTO THE

EXISTING WOOD TRIM SURFACE AROUND THE

EXISTING VINYL WINDOW, FIELD VERIFY FINAL

REQUIREMENTS, TYPICAL BOTH SIDE JAMBS

AND HEADER.

8'-0"

2'- 0"

ADD ONE LAYER OF 3/8" GYPSUM BOARD OVER THE EXISTING CEILING,

SECURED THROUGH THE EXISTING CEILING INTO THE EXISTING WOOD

RAFTER FRAMING. FIELD VERIFY THE EXISTING FRAMING AND

SPACING. COORDINATE THE NEW LIGHT LOCATIONS WITH THE

ELECTRICAL SHEETS.

THE EXISTING OPENING AND ACCESSIBLE CEILING SPACE (FROM THE

HATCHERY SIDE) SHALL HAVE ONE LAYER OF R-30 BATT INSULATION

PROVIDED FOR THE ENTIRE TOP OF THE EXISTING OFFICE AREA.

2'- 6"

1'-6" 2'-0"

OPEN BELOW

6'-6"

6'-0"

2'-

2" 2'-3" 3'-6"

1575 S. River Rd., Suite 101 St. George, Utah 84790 435.352.1050 GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

D

FC

M S ta m p

8/4/2026 9:26:44 AM

C:

\U se rs

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\A pp Da ta \L oc al\

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FISH HATCHERY

OFFICE

AE101

UDF000031

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NORTH16'8'0"

SCALE 3/8" = 1'-0"

WINDOW TYPE LEGEND

SCALE 1/4" = 1'-0"AE101

1 FLOOR PLAN - HATCHERY OFFICE

SCALE 1/4" = 1'-0"AE101

2 HATCHERY OFFICE RCP

SCALE 1/4" = 1'-0"AE101

3 South Elevation

SCALE 1/4" = 1'-0"AE101

4 West Elevation

EXISTING WINDOW TO

REMAIN. PROVIDE A NEW

SOLID SURFACE WINDOW SILL

TO MATCH THE NEW

COUNTER TOPS, FIELD

VERIFY FINAL DEPTH.

SOLID SURFACE COUNTER

TOP AND BACK SPLASH, TYP.

1.

2.

3.

A.

B.

C.

D.

4.

5.

6.

7.

ROOFING NOTES AND REQUIREMENTS:

THE EXISTING ROOFING SYSTEM SHALL REMAIN AND BE

PROTECTED IN PLACE, EXCEPT WHERE THE NEW OR

MODIFIED ROOF TOP EQUIPMENT IS BEING INSTALLED.

THE EXISTING ROOF IS AN EPDM SYSTEM. FIELD VERIFY

AND MATCH EXISTING CONDITIONS FOR ALL NEW WORK

INCLUDING MANUFACTURE, MILS, ETC.

COORDINATE FINAL ROOF TOP EQUIPMENT WITH THE

MECHANICAL SHEETS, INCLUDING:

REPLACEMENT OF THE EXISTING OFFICE RTU,

ADDITION OF A NEW MARK-UP AIR UNIT

NEW ROOF TOP GRAVITY VENT (HOOD).

ADDITIONALLY A NEW OUTDOOR CONDENSING UNIT

WILL BE ADDED TO THE ROOF (NO CURB REQUIRE).

VERIFY CURBING REQUIREMENTS FOR THE NEW OFFICE

RTU AND PATCH IN THE NEW ROOF TO EXISTING

CONDITIONS.

THE NEW MAU AND HOOD SHALL REPLACE THE

EXISTING ROOF TOP VENT TURBINES.

VERIFY THE NEW MAU CURB REQUIREMENT AND PATCH

INTO THE EXISTING ROOF MEMBRANE.

ALL ROOFING WORK SHALL BE COMPLETED TO MEET

OR EXCEED THE MANUFACTURER'S WARRANTY

REQUIREMENTS, AS WELL AS ALL APPLICABLE DFCM

AND STATE OF UTAH REQUIREMENTS.

08/04/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/18/2026

NEW REPLACEMENT WINDOWS, TYP,

SEE FLOOR PLAN.

NEW REPLACEMENT INSULATED

HOLLOW METAL DOOR, TYP, SEE

FLOOR PLAN.

PROVIDE CONCRETE REPAIR AT THE BASE

CONCRETE AREA. CLEAN ANY LOOSE

MATERIAL PRIOR TO PATCHING. PAINT

PATCH BACK TO MATCH BUILDING. SEE

NORTHWEST CORNER PHOTO THIS SHEET.

PROVIDE CONCRETE REPAIR AT THE BASE

CONCRETE AREA. CLEAN ANY LOOSE

MATERIAL PRIOR TO PATCHING. PAINT

PATCH BACK TO MATCH BUILDING. SEE

SOUTHWEST CORNER PHOTO THIS SHEET.

1575 S. River Rd., Suite 101 St. George, Utah 84790 435.352.1050 GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

D

FC

M S ta m p

8/4/2026 9:26:54 AM

C:

\U se rs

\tm m m bp

\A pp Da ta \L oc al\

Au to de sk

\R ev it\A ut od es k R ev it 2

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UP

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EXISTING

ELEVATIONS

AE102

UDF000031

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SCALE 1/4" = 1'-0"AE102

1 SOUTH ELEVATION

SCALE 1/4" = 1'-0"AE102

2 EAST ELEVATION

SCALE 1/4" = 1'-0"AE102

3 WEST ELEVATION

NORTHWEST CORNER SOUTHWEST CORNER OFFICE SIDEWALK ADD AREA

PROVIDE CONCRETE REPAIR AT THE BASE CONCRETE

AREA. CLEAN ANY LOOSE MATERIAL PRIOR TO

PATCHING. PAINT PATCH BACK TO MATCH BUILDING.

FIELD VERIFY FINAL REQUIREMENTS.

REMOVE THE EXISTING CONCRETE STOP IN

PREPARATION FOR THE NEW SIDEWALK.

PATCH AND REPAIR AS REQUIRED, TYP.

08/04/2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/18/2026

B

M

D

Ƨ

Ƨ

M

S

S

M

CO2

CO2

H2

HZG

NO2

O2

SYMBOL DESCRIPTION

MECHANICAL PIPING SYMBOLS LEGEND

2"

(E)

CHWR

CHWS

GCHWR

GCHWS

CD

CWR

CWS

GHWR

GHWS

GWR

GWS

HWR

HWS

NER

NES

G

LP

RFL

RFG

RFD

LPS

LPCR

PC

HPS

HPCR

1/8" / 12" SLOPE

NOMINAL PIPE SIZE

ABOVE GROUND PIPING

BELOW GROUND PIPING

EXISTING PIPE TO REMAIN

PIPE TO BE DEMOLISHED

CHILLED WATER RETURN

CHILLED-WATER SUPPLY

GLYCOL INDIRECT COOLING RETURN

GLYCOL INDIRECT COOLING SUPPLY

CONDENSATE DRAIN

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

GLYCOL HEATING WATER RETURN

GLYCOL HEATING WATER SUPPLY

GROUND LOOP WATER RETURN

GROUND LOOP WATER SUPPLY

HOT WATER RETURN

HOT WATER SUPPLY

NET ENERGY LOOP RETURN

NET ENERGY LOOP SUPPLY

NATURAL GAS

LIQUID PROPANE

REFRIGERANT LIQUID

REFRIGERANT GAS

REFRIGERANT DISCHARGE

LOW PRESSURE STEAM

CONDENSATE RETURN

(LOW PRESSURE)

PUMPED CONDENSATE

HIGH PRESSURE STEAM

CONDENSATE RETURN

(HIGH PRESSURE)

PIPE RISE / PIPE DROP

BRANCH CONNECTION BELOW / TOP

PIPE TEE / PIPE 90° ELBOW

PIPE FLOW ARROW INDICATES

DIRECTION OF FLOW

PIPE CAP

PIPE SLOPE (WHEN APPLICABLE)

SQUARE CEILING DIFFUSER / RECT.

DUCT CONNECTION.

14"Ø/24x24

500RG-1

PLR

14"Ø/24x24

RG-1

12"x12"/24x24

100EG-1

ROUND CEILING DIFFUSER

8"Ø/2s/4'-0"L

LD-100 200

PLENUM RETURN

SIDEWALL SUPPLY GRILLE

LINEAR SLOT DIFFUSER

PLENUM RETURN

CEILING RETURN

CEILING RETURN WITH SOUND BOOT

CEILING EXHAUST

RECT. DUCT CONNECTION.

RTU-X

PLR

22"x22"/24x24

RG-15

VAV BOX

VAV-X

ROOFTOP UNIT

INLINE PUMP

HWP-X

INLINE FAN

OR

EF-XX

WEF-X

CEILING EXHAUST FAN

4 WAY BLOW

PATTERN

3 WAY BLOW

PATTERN

2 WAY BLOW

PATTERN

1 WAY BLOW

PATTERN

10"x10"/24x24

250CD-1

10"Ø/24x24

250CD-1

SQUARE CEILING DIFFUSER / ROUND.

DUCT CONNECTION.

DUCTED RETURN SHOWS CFM

6"Ø/24x24

100EG-1

CEILING EXHAUST

ROUND DUCT CONNECTION.

16"x16"/16x16

SWS-1 500

AIRFLOW

NECK SIZE/ SLOT(S)/ ACTIVE LENGTH

6"Ø/24

100CD-9

SYMBOL DESCRIPTION

CONSTRUCTION DOCUMENT SYMBOLS LEGEND

AIR TERMINALS & CALLOUTS

EQUIPMENT & CALLOUTS

16"x16"/16x16

SWR-1 500

SIDEWALL RETURN GRILLE

ARROW INDICATES

DIRECTION OF AIRFLOW

ARROW INDICATES

DIRECTION OF AIRFLOW

SYMBOL DESCRIPTION

HVAC DAMPER SYMBOLS LEGEND

MANUAL DAMPER

MOTORIZED (ATC) DAMPER

BACKDRAFT DAMPER

SMOKE DAMPER

FIRE DAMPER

COMB. FIRE/ SMOKE DAMPER

24"x12"

24"/12" FO

18"Ø

FLUE

C/A

SA

SA

VA

OA

TA

RA

RLA

EA

GEA

LH

(E)

SC

DE

HVAC DUCT SYMBOLS LEGEND

SYMBOL DESCRIPTION

EXISTING DUCT TO REMAIN

OVAL DUCT SIZE (WIDTH / HEIGHT)

(CLEAR INSIDE DIMENSION) WIDTH

INDICATES PLAN SIZE

SQ. DUCT SIZE (WIDTH X HEIGHT)

(CLEAR INSIDE DIMENSION) WIDTH

INDICATES PLAN SIZE

RECT. SUPPLY DUCT RISE / DROP

ROUND DUCT SIZE (DIAMETER)

(CLEAR INSIDE DIMENSION)

DUCT TO BE DEMOLISHED

ROUND SUPPLY DUCT RISE / DROP

RECT. RETURN DUCT RISE / DROP

ROUND RETURN DUCT RISE / DROP

RECT. EXHAUST DUCT RISE / DROP

ROUND EXHAUST DUCT RISE / DROP

SUPPLY AIR - LOW PRESSURE

SUPPLY AIR - MEDIUM PRESSURE

VENTILATION AIR

OUTDOOR AIR

RETURN AIR

TRANSFER AIR

RELIEF AIR

GENERAL EXHAUST AIR

GREASE EXHAUST DUCT

LABORATORY HOOD

FLUE GAS VENT

COMBUSTION AIR

UNDER FLOOR DUCT

SAWDUST COLLECTION

DRYER EXHAUST

AIRFLOW

CATALOG THROW PERFORMANCE

NECK SIZE / MODULE SIZE

EQUIPMENT BY OTHERS

(REFER TO OTHER DISCIPLINES)

EXISTING TO REMAIN

EQUIPMENT

TYPE (SEE SCHEDULE)

MAX NC RATING

DESIGN AIRFLOW RATE

DESIGN WATER FLOW

OPERATING WEIGHT

HEATING CAPACITY

NOMINAL COOLING CAPACITY

EXISTING RELOCATED

EQUIPMENT

BOTTOM OF EQUIPMENT HEIGHT

NECK SIZE

AIRFLOW

AIRFLOW

MOUNTING ELEVATION (CENTERLINE)

NOMINAL DUCT SIZE

TYPE COUNT FOR SPACE

UNIT IDENTITY

GAS SUPPLY INPUT RATE

THROW PATTERN

(E)AHU-2

RTU-1

10.0 ton

RTU-1

180000 Btu/h

180 CFH

3.7 GPM

VAV-1-2

(R)AHU-3

EF-1

500 CFM

AC-1

7'-0" AFF:

10"Ø/24x24

H6/9/1729

CD-11 500

ET-1

379 lb

10"Ø/24x24

CD-11 500

TYP. X 4

10"Ø/24x24

CD-11 500

AFF:8'-0"

SYMBOL DESCRIPTION

ENGINERING SYMBOLS LEGEND

EQUIPMENT & CALLOUTS

AIR TERMINALS & CALLOUTS

RW

20"x12" 14"Ø

20"x20" 14"x14"

45° 45°

SYMBOL DESCRIPTION

HVAC FITTING SYMBOLS LEGEND

ROUND DUCT ELBOW R/W = 1.5

RECTANGULAR DUCT

RADIUS ELBOW

RECTANGULAR DUCT MITERED

ELBOW WITH TURNING VANES

HARD DUCT DIFFUSER CONNECTION

FLEX DUCT DIFFUSER CONNECTION

HIGH EFFECIENCY TAKE-OFF

WITH DAMPER / WITHOUT DAMPER

FLEXIBLE DUCT CONNECTION

RECT. TO ROUND DUCT TRANSITION

RECT. TO RECT. DUCT TRANSITION

SHUTOFF

BAL

BFV

CHECK

CHECK

CIRC

GATE

GLOBE

LOCK

PRV

QUICK

STRAIN

M-CNTRL

3-WAY CNTRL

GAS-CNTRL

PLUG

GAS COCK

REG

BALL VALVE

BALANCING VALVE

BUTTERFLY VALVE

CHECK VALVE

ALTERNATE CHECK VALVE

CIRCUIT SETTER

GATE VALVE

GLOBE VALVE

LOCKED SHIELD VALVE

PRESSURE REDUCING VALVE

QUICK OPENING VALVE

FLUID STRAINER

ELEC. CONTROL VALVE

3-WAY ELEC. VALVE

EMERGENCY GAS SHUTOFF

PLUG VALVE

GAS SHUTOFF COCK

GAS REGULATOR

FLUID CONTROL SYMBOLS LEGEND

SYMBOL DESCRIPTION

CONTINUATION SYMBOL

POINT WHERE NEW CONNECTS TO EXISTING

AREA BEING DEMOLISHED

AREA NOT IN CONTRACT

POINT WHERE EXISTING IS TO BE DEMOLISHED

GENERAL LEGEND

SYMBOL DESCRIPTION

KEYNOTE

ROOM NAME & NUMBER

DIAGRAM TAG

MATCH LINE TAG

ROOM

SECTION TAG. HATCHED AREA INDICATES VIEW DIRECTION.

REVISION CLOUD DELTA. SHOWN WITH CLOUD

AND INDICATES A CHANGE PER THE TITLE BLOCK.

MATCH LINE

SEE -/---

SHEET NUMBER WHERE DIAGRAM IS PLACED

DIAGRAM NUMBER ON SHEET

SECTION

TOP = DIAGRAM NUMBER

BOTTOM = SHEET NUMBER

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER DRAWINGS IN

THIS SET.THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE

USED IN THIS SET OF DRAWINGS.

QUANTITIES SHOWN ON SCHEDULES ARE PROVIDED FOR REFERENCE ONLY AND SHALL NOT

BE RELIED UPON FOR BIDDING OR CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL

REQUIRED QUANTITIES FROM THE CONTRACT DRAWINGS AND FIELD CONDITIONS.

ABBREV. DESCRIPTION

Ø ROUND

ABV ABOVE

AC AIR CONDITIONING

AD AREA DRAIN

ADD ADDENDUM

AFF ABOVE FINISHED FLOOR

AFUE ANNUAL FUEL UTILIZATION EFF.

ALT ALTERNATE

AP ACCESS PANEL

ARCH ARCHITECT/ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BLW BELOW

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CB CATCH BASIN

CFM CUBIC FEET PER MINUTE

CLG CEILING

CO CLEAN OUT

CW COLD WATER

D DEGREE

DB DRY BULB

DIA DIAMETER

DN DOWN

DW DISTILLED WATER

EA EACH

EAT ENTERING AIR TEMPERATURE

ELEC ELECTRICAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

E/A EXHAUST AIR

EXIST EXISTING

F DEGREES FAHRENHEIT

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FL FLOOR

FO FUEL OIL

FOV FUEL OIL VENT

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FS FLOOR SINK

FT FOOT/FEET

FTR FIN TUBE RADIATION

GAL GALLON

GF GAS-FIRED

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

GW GREASE WASTE

HB HOSE BIB

HP HORSE POWER

HTG HEATING

HTR HEATER

HW HOT WATER

HYD HYDRANT

ID INDIRECT

IN INCH

INV INVERT

LB POUND

LB/HR POUNDS PER HOUR

LAT LEAVING AIR TEMPERATURE

LP LOW PRESSURE

LPG LIQUEFIED PETROLEUM GAS

ABBREV. DESCRIPTION

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M/A MIXED AIR

MAX MAXIMUM

MBH ONE THOUSAND BTU PER HOUR

MCF ONE THOUSAND CUBIC FEET

MD MOTORIZED DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTR MOTOR

MU/A MAKE-UP/AIR

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NUMBER

NO NORMALLY OPEN

NTS NOT TO SCALE

O OXYGEN

O/A OUTSIDE AIR

ORD OVERFLOW ROOF DRAIN

PD PRESSURE DROP

PIV POST INDICATOR VALVE

PLBG PLUMBING

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PWR POWER

R DUCT RISER

R/A RETURN AIR

RCP RADIANT CEILING PANEL

RD ROOF DRAIN

REC RECESSED

RED REDUCER

RH RELATIVE HUMIDITY

RL/A RELIEF AIR

RM ROOM

RPM REVOLUTIONS PER MINUTE

RW RAIN WATER

SF SQUARE FOOT

S/A SUPPLY AIR

SAN SANITARY

SF SQUARE FOOT

SD SMOKE DAMPER

SM SURFACE MOUNT

SP STANDPIPE

SP STATIC PRESSURE

STM STEAM

T THERMOSTAT

TD TEMPERATURE DROP

TDR TRENCH DRAIN

TEMP TEMPERATURE

TYP TYPICAL

UG UNDERGROUND

VAC VACUUM

V VENT

VAV VARIABLE AIR VOLUME

VENT VENTILATION

VTR VENT THROUGH ROOF

W WASTE

WB WET BULB

WCO WALL CLEAN OUT

WH WALL HYDRANT

ABBREV. DESCRIPTION

AC AIR CONDITIONING UNIT

ACCU AIR COOLING CONDENSING UNIT

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

B BOILER

CH CHILLER

CT COOLING TOWER

CUH CABINET UNIT HEATER

CHWP CHILLED WATER PUMP

DBP DOMESTIC WATER BOOSTER PUMP

DC DUCT MOUNTED COIL

DCP DOM. WATER CIRCULATING PUMP

EF EXHAUST FAN

EDC ELECTRIC DUCT COIL

ABBREV. DESCRIPTION

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

FCU FAN COIL UNIT

FP FIRE PUMP

GI GREASE INTERCEPTOR

GRV GRAVITY ROOF VENTILATOR

HWP HEATING WATER PUMP

HRU HEAT RECOVERY UNIT

PRV POWER ROOF VENTILATOR

RE RETURN/EXHAUST FAN

RTU ROOFTOP UNIT

SP SUMP PUMP

UH UNIT HEATER

WH WATER HEATER

MECHANCIAL EQUIPMENT ABBREVIATIONS INDEX

MECHANICAL ABBREVIATION INDEX

AHU-1

MECHANCIAL SENSING DEVICE SYMBOLS LEGEND

SYMBOL DESCRIPTION

UNIT IDENTITY

TEMPERATURE SENSOR

TEMP/ HUMIDITY SENSOR

TEMP/ CO2 SENSOR

THERMOSTAT

HUMIDISTAT

HUMIDITY SENSOR

CARBON DIOXIDE DETECTOR

CARBON MONOXIDE DETECTOR

HYDROGEN GAS DETECTOR

HAZARDOUS GAS DETECTOR

NITROGEN DIOXIDE DETECTOR

OXYGEN GAS DETECTOR

TS

TH

TC

T

H

HS

P PRESSURE SENSOR

DEFERRED SUBMITTAL

SEISMIC VIBRATION AND ISOLATION DESIGN SHALL BE A

DEFERRED SUBMITTAL. CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS, DETAILS AND CALCULATIONS TO THE

BUILDING DEPARTMENT FOR REVIEW.

HVAC GENERAL NOTES

1 COORDINATE EXACT PLACEMENT OF DIFFUSERS, GRILLES, AND REGISTERS WITH

ARCHITECTURAL REFLECTED CEILING PLAN, TYPICAL.

2 SEE DETAIL FOR DIFFUSER CONNECTIONS TO DUCTWORK, TYPICAL.

3 BRANCH DUCTWORK SHALL BE SIZED TO MATCH THE NECK INLET SIZE OF THE DIFFUSERS,

REGISTER OR GRILLE IT SERVES UNLESS NOTED OTHERWISE, TYPICAL.

4 COORDINATE EXACT MOUNTING LOCATION OF ALL THERMOSTATS WITH LATEST REVISION OF

ARCHITECTURAL ELEVATION AND FURNISHINGS PLANS, TYPICAL.

5 THE MECHANICAL CONTRACTOR SHALL PROVIDE FIRE, SMOKE OR COMBINATION FIRE/SMOKE

DAMPERS AT ALL LOCATIONS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED TO

MEET THE INTEGRITY OF ALL SMOKE AND FIRE PARTITIONS. THE CONTRACTOR SHALL REFER TO

THE LATEST ARCHITECTURAL LIFE SAFETY PLANS FOR ALL FIRE AND SMOKE PARTITION

LOCATIONS. DAMPERS ARE TO BE PROVIDED WITH SHUTOFF/TEST SWITCH AT EACH LOCATION.

6 PROVIDE AND INSTALL TURNING VANES IN ALL SQUARE LOW PRESSURE DUCTWORK AT ELBOWS

OR TEES, TYPICAL.

7 INSTALL ALL TERMINAL BOXES IN EASILY ACCESSIBLE AND SERVICEABLE LOCATIONS, MEETING

ALL MANUFACTURERS REQUIRED CLEARANCES ON EACH SIDE, SEE DETAILS, TYPICAL.

8 DUCTWORK SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. REFER TO MECHANICAL

SPECIFICATIONS FOR EXTENT OF DUCT INSULATION AND LINER AND ADJUST SHEET METAL

DIMENSION.

9 PROVIDE AND INSTALL REMOTE DAMPER OPERATORS FOR ALL DAMPERS INSTALLED ABOVE

INACCESSIBLE CEILING, SEE MECHANICAL SPECIFICATIONS FOR EQUIPMENT REQUIREMENTS,

TYPICAL.

10 PROVIDE AND INSTALL HIGH EFFICIENCY TAKE-OFF FITTINGS AND BALANCING DAMPER AT ALL

BRANCH CONNECTIONS TO LOW PRESSURE DUCTWORK. PROVIDE BALANCING DAMPERS AT

EACH BRANCH TAKE OFF TO SERVE DIFFUSER OR GRILLE AS WELL AS WHERE INDICATED.

11 PROVIDE AND INSTALL HIGH EFFICIENCY OR CONICAL TAKE-OFFS AT ALL BRANCH

CONNECTIONS TO MEDIUM PRESSURE DUCTWORK.

12 WHERE DUCTWORK CROSSES, SUPPLY DUCTWORK IS USUALLY BELOW RETURN AND EXHAUST

DUCT. RETURN DUCTWORK IS USUALLY BELOW EXHAUST DUCTS.

13 AT LOCATIONS WHERE DIFFUSERS OR GRILLES ARE UNDER DUCTWORK, CONTRACTOR TO

FABRICATE TRANSITION BOOT FROM FLEX CONNECTION TO DIFFUSER OR GRILLE WITH

BALANCING DAMPER, TYPICAL.

14 THE MECHANICAL CONTRACTOR SHALL PROVIDE CEILING MOUNTED ACCESS DOORS FOR ALL

FIRE, SMOKE AND COMBINATION FIRE/SMOKE DAMPERS INSTALLED ABOVE INACCESSIBLE

CEILING. FIELD VERIFY EXACT INSTALLATION LOCATIONS PRIOR TO COMMENCING WORK AND

COORDINATE INSTALLATIONS WITH LATEST ARCHITECTURAL REFLECTED CEILING PLANS.

15 ALL VAV BOXES TO HAVE REHEAT COILS, EXCEPT AS NOTED. PROVIDE EQUIPMENT TAG TO

MATCH SCHEDULE. PROVIDE A MINIMUM OF TWO DUCT DIAMETERS OF STRAIGHT ROUND DUCT

TO INLET OF VAV BOX. BOX SHALL BE HARD CONNECTED (CONICAL) TO MEDIUM PRESSURE

DUCT, TYPICAL.

16 PROVIDE ACCESS DOORS TO ACCESS VAV BOX CONTROLS ABOVE HARD CEILINGS. PROVIDE

MINIMUM 24" X 24".

17 FLEX DUCT IS REQUIRED FOR ALL DIFFUSERS AND GRILLES INSTALLED IN LAY-IN CEILINGS. FOR DIFFUSERS AND GRILLES IN HARD LID CEILINGS, THE DUCTWORK SHALL BE EXTENDED ALL THE

WAY TO THE DIFFUSER AND SHALL BE CONNECTED WITH A HARD CONNECTION OR A FLEX DUCT

CONNECTION WITH A MUD RING AND LAY-IN DIFFUSER AS SHOWN ON PLANS.

18 THE CONTRACTOR SHALL INFORM THE DESIGNER OF ANY PROPOSED DEVIATIONS FROM THE

CONTRACT DOCUMENTS.

19 PROVIDE ACCESS TO ALL TEMPERATURE CONTROLS ABOVE CEILING. LOCATE IN ACCESSIBLE

LOCATION. WHERE THERE ARE HARD CEILINGS, THE CONTRACTOR SHALL PROVIDE 24" X 24"

ACCESS DOOR.

20 SUPPLY AND RETURN PIPING TO COILS ARE THE SAME SIZE.

21 CONTRACTOR SHALL LOCATE AND TEMPERATURE SENSORS AT 4'-0" AFF, A MINIMUM OF 8" FROM

LIGHT SWITCH, UNLESS OTHERWISE NOTED ON THE ARCHITECT'S ELEVATIONS. COORDINATE

EXACT LOCATIONS WITH ARCHITECT.

22 REFER TO MECHANICAL PIPING OR ZONING DRAWINGS FOR THERMOSTAT AND TEMPERATURE

SENSOR LOCATIONS.

23 CONDENSATE DRAINS SHALL BE SUPPLIED FOR ALL COOLING EQUIPMENT. CONTRACTOR SHALL

ENSURE PROPER INSTALLATION AND DRAINAGE AS REQUIRED BY FEDERAL, STATE, AND LOCAL

CODES. CONDENSATE PIPING SHALL BE TYPE "L" COPPER UNLESS OTHERWISE NOTED IN THE

SPECIFICATIONS.

24 PROVIDE A 6" HOUSEKEEPING PAD FOR EACH PIECE OF MECHANICAL EQUIPMENT THAT IS

FLOOR MOUNTED. COORDINATE SIZES WITH MECHANICAL EQUIPMENT SELECTED.

25 ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRESSURE CLASS OF 2"

W.G. UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS.

26 THIS CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC EQUIPMENT AFTER ALL

DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO THE FINAL PUNCH.

PROJECT REQUIREMENTS

1 THE PROJECT GENERAL NOTES APPLY TO ALL DISCIPLINES.

2 REMOVE ALL UNUSED PIPING, DUCTWORK, EQUIPMENT, AND ACCESSORIES.

3 THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS FOR PLUMBING AND MECHANICAL SYSTEMS WITHIN THE SCOPE OF WORK SPACE AND WITHIN CLOSE PROXIMITY TO THE SCOPE OF WORK SPACE. THE CONTRACTOR WILL FIELD VERIFY AS MUCH AS IS REASONABLE BEFORE THE FINAL BID. AFTER THE FINAL BID THE CONTRACTOR WILL NOTIFY THE OWNER, ARCHITECT, AND MECHANICAL DESIGN ENGINEER IMMEDIATELY UPON

DISCOVERY OF EXISTING CONDITIONS THAT MAY AFFECT THE DESIGN.

4 THE MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR ON THE EXISTING

EQUIPMENT AND ITS ACCESSORIES AS FOLLOWS: CLEAN ALL COILS, REPLACE THE FILTERS AND

BELTS, INSPECT, REPAIR, OR REPLACE THE ECONOMIZERS, DRIVERS AND FAN BEARINGS,

MOTORS, CONTROL COMPONENTS, VALVES, AND ANY OTHER ITEM NECESSARY FOR A COMPLETE

AND PROPER OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE, PRIOR TO

FINAL BIDDING, AND VERIFY ALL EXISTING SITE CONDITIONS. PROVIDE ALL MATERIAL AND

COMPONENTS AS NEEDED TO BRING THE UNITS TO FULL COMPLIANCE OF THE OWNER’S CRITERIA

AND LOCAL AUTHORITY HAVING JURISDICTION.

5 WHERE FLOOR DRAINS OCCUR WITH THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION

DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK.

UNSEAL DRAINS AT COMPLETION OF CONSTRUCTION.

6 COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, EQUIPMENT, CEILINGS, ARCHITECTURAL COMPONENTS, AND ANYTHING ELSE PERTAINING TO THE

PROJECT TO PREVENT CONFLICTS.

7 THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS AND THOSE OF OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS

INVOLVED ON THIS PROJECT.

8 FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL

REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT

LIMITED TO THE INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, AND

INTERNATIONAL PLUMBING CODE.

9 LOCATE EQUIPMENT REQUIRING ACCESS 2'-0" MAXIMUM ABOVE CEILING.

10 ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10'-0" FROM EDGE OF ROOF.

11 COORDINATE INSTALLATION OF DUCTWORK, PIPING AND MECHANICAL EQUIPMENT WITH NEC

CLEARANCES INCLUDING THE SPACE ABOVE ELECTRICAL PANELS, TRANSFORMERS AND OTHER

ELECTRICAL EQUIPMENT. NO PIPING OR DUCTWORK TO RUN OVER ELECTRICAL PANELS, VFD'S OR MCC'S. PROTECT EQUIPMENT WITH A 42" DEEP ZONE IN FRONT OF PANELS, VFD'S AND MCC'S.

PROVIDE PANS IF REQUIRED UNDER PIPING.

12 FIRE SEAL AROUND DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CAULKING AND SEALING ALL PENETRATIONS IN FIRE

AND SMOKE RATED PARTITIONS TO MAINTAIN RATINGS. REFER TO SPECIFICATION.

13 PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS,

FLOORS, WALLS, AND ROOF.

14 TRANSITION PIPING AND DUCTWORK SIZES TO MATCH THE SIZE OF EQUIPMENT CONNECTION.

15 REFER TO PLUMBING SERIES DRAWINGS FOR GAS PIPING.

16 ALL PIPE AND DUCT SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL

ANOTHER SIZE IS SHOWN.

17 FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER

TO DETAILS, SCHEDULES, AND SPECIFICATIONS.

18 INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN

INSTALLATION INSTRUCTIONS, AT A LEVEL OF WORKMANSHIP CONSISTENT WITH THE

SPECIFICATIONS.

19 MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT IS PROVIDED AND INSTALLED

WITH CLEARANCES PER MANUFACTURERS RECOMMENDATIONS. THE CONTRACTOR SHALL

MAINTAIN PROPER SERVICE SPACE FOR COIL PULLS, BAS DEVICES, MAINTENANCE ACCESS, ETC.

20 INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS.

21 CONTRACTOR TO PROVIDE BIM COORDINATION AND VIRTUAL DESIGN AND CONSTRUCTION

SERVICES TO A XXX LEVEL OF DETAIL. SEE SPECIFICATION 23 0099-BIM COORDINATION.

22 THE CONTRACTOR SHALL INFORM THE DESIGNER OF ANY PROPOSED DEVIATIONS FROM THE

CONTRACT DOCUMENTS.

23 IF CONTRACTOR ENCOUNTERS MATERIAL WHICH MAY CONTAIN ASBESTOS, IMMEDIATELY STOP

WORK IN THIS AREA AND NOTIFY THE OWNER.

24 DETAILS REFERENCE ALL SHEETS.

25 INSTALL ALL PIPING AND DUCTWORK WITHOUT FORCING OR SPRINGING.

26 ROUTE DOMESTIC WATER, FIRE PROTECTION, SANITARY WASTE, ROOF DRAIN, CAMPUS CHILLED OR HOT WATER, AND ANY OTHER UTILITY SERVICES TO SITE UTILITIES 5'-0" FROM BUILDING

UNLESS NOTED OTHERWISE. REFER TO CIVIL PLANS.

27 LOCATE VALVING, ACCESSORIES, AND EQUIPMENT IN ACCESSIBLE LOCATIONS. WHERE LOCATED ABOVE HARD CEILING PROVIDE AN ACCESS DOOR IN CEILING. MINIMUM ACCESS DOOR SIZE OF 24"

X 24". COORDINATE EXACT LOCATION AND STYLE WITH ARCHITECT. EQUIPMENT SHALL BE

LOCATED IN THE CEILING CAVITY SO IT CAN BE SAFELY SERVICED FROM SOMEONE STANDING ON

A LADDER PLACED BELOW THE CEILING ACCESS.

28 WHERE VALVING, ACCESSORIES, OR EQUIPMENT IS LOCATED IN A WALL, PROVIDE AN

APPROPRIATELY SIZED ACCESS DOOR. COORDINATE ACCESS DOOR SIZE, LOCATION, AND STYLE

WITH ARCHITECT.

29 CONTRACTOR TO PROVIDE VALVE IDENTIFICATION AND LOCATION ON ALL CEILING TILES WHERE

VALVES ARE LOCATED.

30 CONTRACTOR TO PROVIDE DELEGATED DESIGN OF SEISMIC BRACING AS A DEFERRED SUBMITTAL.

SEE SPECIFICATION 23 0548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC.

HVAC SHEET INDEX

M001 MECHANICAL TITLE SHEET

M101 FISH HATCHERY MECHANICAL PLAN

M102 SHOP MECHANICAL PLAN

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

Project #: 260526

L I C E N S E D

P

RO

FESS IONA

L

E N G I N E E R

13948485-2202

S

T A

TE OF U

TA

H

SCOTT

BLACKHURST

No.

1575 S. River Rd., Suite 101

St. George, Utah 84790

435.352.1050

GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

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AND ARE THE PROPERTY OF GALLOWAY, AND MAY

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OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

D F

C M

S ta m p

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DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

08/18/2026

18"Ø VA DN

UH-1

UH-2 UH-3

RTU-1

RH-1

18"Ø RLA DN

IEC-1

DF-1

24"x18" 24"x18"

T

RTU-1

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8 DF-1/IEC-1

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UH-2

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UH-1

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UH-35

Project #: 260526

L I C E N S E D

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FESS IONA

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13948485-2202

S

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H

SCOTT

BLACKHURST

No.

1575 S. River Rd., Suite 101

St. George, Utah 84790

435.352.1050

GallowayUS.com

Checked By:

Project No:

Drawn By:

COPYRIGHT

THESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT

OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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FISH HATCHERY

MECHANICAL PLAN

M101

260526

W.M.

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1/4" = 1'-0"

FISH HATCHERY MECHANICAL PLAN

KEYNOTES

1 DEMO EXISTING WHIRLY BIRDS. EXISTING ROOF PENETRATIONS TO

REMAIN AND BE MODIFIED ACCORDING TO REQUIREMENTS OF NEW

EQUIPMENT TO BE PLACED IN THESE LOCATIONS. COORDINATE

EXACT LOCATIONS ON SITE. TYPICAL.

2 CONNECT 18"Ø OUTSIDE AIR DUCT TO DF-1 DUCT CONNECTIONS.

INSTALL 18"Ø DOWN THROUGH EXISTING ROOF PENETRATION.

TERMINATE WITH A 4-WAY DIVERTER IN THE SPACE.

3 DEMOLISH EXISTING ROOF TOP UNIT. REPLACE WITH NEW ROOF TOP

UNIT AS SCHEDULED. MAKE CONNECTION TO EXISTING DUCTWORK.

RECONNECT PROPANE AND ELECTRICAL CONNECTIONS. SEE

PLUMBING & ELECTRICAL SHEETS. REUSE EXISTING ROOF CURB.

CONTRACTOR TO FIELD VERIFY.

4 DEMOLISH EXISTING UNIT HEATERS, REPLACE WITH NEW. CONNECT

NEW UNIT HEATERS TO EXISTING PROPANE, VENT, AND COMBUSTION

CONNECTIONS.

5 CONTRACTOR TO DEMOLISH EXISTING THERMOSTATS FOR UNIT

HEATERS. INSTALL LINE VOLTAGE THERMOSTAT. COORDINATE

LOCATION WITH OWNER. TYPICAL.

6 INSTALL RELIEF HOOD WITH BAROMETRIC DAMPER SET TO 0.03 INWC

OF SENSITIVITY.

7 CONNECT 18"Ø DUCT TO ROOF HOOD. DROP 18"Ø DUCT DOWN

THROUGH EXISTING ROOF PENETRATION. SEAL ALL DUCT TO BE AIR

TIGHT. ENSURE ALL ROOF PENETRATIONS ARE WATER TIGHT.

8 THERMOSTAT SET POINTS TO BE SET BETWEEN 55°F AND 75°F. IF

TEMPERATURE DROPS BELOW SET POINT OF 55°F, DF-1 IS TO

OPERATE UNTIL THE CONDITION IS SATISFIED. IF TEMPERATURE

RISES ABOVE SET POINT OF 75°F, IEC-1 IS TO OPERATE IN COOLING

MODE UNTIL THE CONDITION IS SATISIFIED. IF TEMPERATURE IS

BETWEEN SET POINTS IEC-1 IS TO OPERATIE IN FAN ONLY MODE.

THIS SYSTEM IS INTENEDED TO RUN CONTINUOUSLY TO PROVIDE

FRESH AIR AND POSITIVE PRESSURIZATION TO THE SPACE.

COORDINATE EXACT LOCATION OF THERMOSTAT AND CONTROLS

WITH OWNER.

9…