1-Attachment D EMC WWTF 30% CMGC Addendum 1 Set.pdf

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EAGLE MOUNTAIN WWTF EXPANSION

PREPARED FOR:

EAGLE MOUNTAIN CITY

AE2S PROJECT NO:

ENGINEERING TEAM:

Ad va nc ed

En g i nee r i ng and

PRELIM

IN

ARY

Env i ronmental Services, LLC

NOT FOR

CONSTRUCTIO

N

LOCATION:

EAGLE MOUNTAIN CITY, UTAH

ALT. PROJECT NO:

N/A

CIVIL ENGINEER

30% DESIGN SUBMITTAL

13139-2023-002

DATE:

NOVEMBER 2025

Advanced Engineering and Environmental Services, LLC

Advanced Engineering and Environmental Services, LLC

STRUCTURAL ENGINEER

AJC Architects

ARCHITECT

Advanced Engineering and Environmental Services, LLC

PROCESS ENGINEER

Advanced Engineering and Environmental Services, LLC

MECHANICAL ENGINEER

Advanced Engineering and Environmental Services, LLC

ELECTRICAL ENGINEER

Advanced Engineering and Environmental Services, LLC

I&C ENGINEER

Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively

A dv an ce d En gi ne er in g an d En vi ro nm en ta l S er vi ce s, L

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CMGC ADDENDUM 1 SET

FACILITY DESIGNATOR SHEET NUMBER SHEET TITLE

GENERAL (GEN)

GEN G001 COVER SHEET

GEN G002 INDEX OF DRAWINGS

GEN G003 LOCATION MAP

GEN C001 CIVIL DRAFTING CONVENTIONS

GEN C002 CIVIL SYMBOLS & ABBREVIATIONS

GEN C003 CIVIL CONSTRUCTION NOTES

GEN S001 GENERAL NOTES

GEN S002 GENERAL NOTES

GEN S003 DESIGN TABLES

GEN S004 INSPECTION TABLES

GEN P001 PROCESS SYMBOLS AND ABBREVIATIONS

GEN P002 PROCESS SCHEMATIC LEGEND

GEN P003 PROCESS FLOW DIAGRAM - MEMBRANE BIOREACTOR

GEN P004 PROCESS FLOW DIAGRAM - OXIDATION DITCH

GEN P005 PROCESS FLOW DIAGRAM - SOLIDS HANDLING

GEN P006 PROCESS HYDRAULIC PROFILE - OXIDATION DITCH

GEN P007 PROCESS HYDRAULIC PROFILE - MEMBRANE BIOREACTOR

GEN P008 PROCESS BASIS OF DESIGN - FLOWS AND LOADS

GEN P009 PROCESS BASIS OF DESIGN - EQUIPMENT - MBR EXPANSION

GEN P010 PROCESS BASIS OF DESIGN - EQUIPMENT - MBR EXPANSION

GEN P011 PROCESS BASIS OF DESIGN - EQUIPMENT - OXIDATION DITCH

GEN M001 MECHANICAL SYMBOLS AND ABBREVIATIONS - HVAC

GEN M002 MECHANICAL SYMBOLS AND ABBREVIATIONS - PLUMBING

GEN E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

GEN E002 OVERALL CAMPUS NETWORK DIAGRAM

GEN E003 OXIDATION DITCH NETWORK DIAGRAM

GEN E004 HAZARDOUS AREA CLASSIFICATION SCHEDULE

GEN IC001 P&ID SYMBOLS AND ABBREVIATIONS

GEN IC002 P&ID SYMBOLS AND LEGEND

GEN IC003 P&ID TAGGING ABBREVIATIONS

SITE WORK (SW)

SW C101 SITE PLAN - OVERALL

SW C102 SITE PLAN - EXISTING TRAIN

SW C103 SITE PLAN - MBR TRAIN

SW C104 OXIDATION DITCH (OXD) UPGRADES SITE PLAN

SW E001 SITE PLAN - ELECTRICAL CONDUIT LAYOUT

ELECTRICAL BUILDING (EB1)

EB1 E601 EXISTING EB1-SWBD1 ONE-LINE DIAGRAM

EB1 E602 EXISTING EB1-MCC1 ONE-LINE DIAGRAM

EB1 E603 EXISTING EB1-MCC1 ONE-LINE DIAGRAM

EB1 E604 EXISTING EB1-MCC1 ONE-LINE DIAGRAM

EB1 E605 EXISTING EB1-MCC1 ONE-LINE DIAGRAM

ELECTRICAL BUILDING (EB2)

EB2 E601 EB2-MVSWG1 ONE-LINE DIAGRAM

EB2 E602 EB2-MVSWG1 ONE-LINE DIAGRAM

EB2 E603 EB2-MVSWG1 ONE-LINE DIAGRAM

EB2 E604 EB2-MVSWG1 ONE-LINE DIAGRAM

EB2 E605 EB2-MVSWG1 ELEVATION

EB2 E606 EB2-MVSWG1 INSTRUMENTATION

EB2 E607 WEST AND EAST LOOP ONE-LINE DIAGRAMS

INFLUENT PUMP STATION (IPS)

IPS IC101 P&ID - WET WELL No. 1 IPS IC102 P&ID - VALVE VAULT No. 1 IPS IC103 P&ID - WET WELL No. 2 IPS IC104 P&ID - VALVE VAULT No. 2

HEADWORKS 1 (HW1)

HW1 E601 DP-HW ONE-LINE DIAGRAM

HW1 E602 DP-HW ONE-LINE DIAGRAM

HW1 E603 DP-HW ONE-LINE DIAGRAM

OXIDATION DITCH (OXD)

OXD P101 SUBGRADE LEVEL - OVERALL PLAN

OXD P102 MAIN LEVEL - OVERALL PLAN

OXD P301 SECTIONS

OXD P901 ISO VIEW

OXD IC101 P&ID - OXIDATION DITCH

OXD IC102 P&ID - OXIDATION DITCH

OXIDATION DITCH SWING ZONE (OSW)

OSW IC101 P&ID - VALVE VAULT

OSW IC102 P&ID - OXIDATION DITCH SWING ZONE

HEADWORKS 2 (HW2)

HW2 P101 CONCEPT - MAIN LEVEL - OVERALL PLAN

HW2 P102 CONCEPT - UPPER LEVEL - OVERALL PLAN

HW2 P301 CONCEPT - SECTION

HW2 IC101 P&ID - COARSE SCREEN No. 1 HW2 IC102 P&ID - COARSE SCREEN No. 2 HW2 IC103 P&ID - COARSE SCREEN No. 3 HW2 IC104 P&ID - COARSE SCREEN No. 4 (FUTURE)

HW2 IC105 P&ID - GRIT REMOVAL

HW2 IC106 P&ID - GRIT PUMP Nos. 1-2 HW2 IC107 P&ID - GRIT PUMP Nos. 3-4 HW2 IC108 P&ID - FINE SCREEN No. 1 HW2 IC109 P&ID - FINE SCREEN No. 2 HW2 IC110 P&ID - FINE SCREEN No. 3 HW2 IC111 P&ID - FINE SCREEN No. 4 HW2 IC112 P&ID - FINE SCREEN No. 5

HW2 IC113 P&ID - FINE SCREEN EFFLUENT

HW2 IC114 P&ID - ODOR CONTROL

HW2 IC115 P&ID - CONVEYORS

BIOLOGICAL NUTRIENT REMOVAL (BNR)

BNR S101 FOUNDATION PLAN - OVERALL

BNR S102 FOUNDATION PLAN - NORTH

BNR S103 FOUNDATION PLAN - SOUTH

BNR S104 WEIR LEVEL PLAN - OVERALL

BNR S105 WEIR LEVEL PLAN - NORTH

BNR S106 WEIR LEVEL PLAN - SOUTH

BNR S107 MAIN LEVEL PLAN - OVERALL

BNR S108 MAIN LEVEL PLAN - NORTH

BNR S109 MAIN LEVEL PLAN - SOUTH

BNR S110 ROOF FRAMING PLAN - OVERALL

BNR S111 ROOF FRAMING PLAN - NORTH

BNR S112 ROOF FRAMING PLAN - SOUTH

BNR S301 SECTIONS

BNR S302 SECTIONS

BNR S303 SECTIONS

BNR S304 SECTIONS

BNR S901 ISOMETRIC

BNR IC101 P&ID - PROCESS BLOWERS No. 1 AND No. 2 BNR IC102 P&ID - PROCESS BLOWERS No. 3 AND No. 4

BNR IC103 P&ID - PROCESS BLOWERS HEADER

BNR IC104 P&ID - BNR INFLUENT DISTRIBUTION BOX

BNR IC105 P&ID - RAS DISTRIBUTION BOX

BNR IC106 P&ID - BNR BASIN No. 1 BNR IC107 P&ID - BNR BASIN No. 1 BNR IC108 P&ID - BNR BASIN No. 1

BNR IC109 P&ID - BNR EFFLUENT CHANNEL

BNR IC110 P&ID - BNR AIR COMPRESSOR SYSTEM

BNR IC111 P&ID - ODOR CONTROL

MEMBRANE TREATMENT BUILDING (MTB)

MTB P101 VEOLIA CONCEPT - SUBGRADE LEVEL - OVERALL PLAN

MTB P102 MEMCOR CONCEPT - SUBGRADE LEVEL - OVERALL PLAN

MTB P103 VEOLIA CONCEPT - MAIN LEVEL - OVERALL PLAN

MTB P104 MEMCOR CONCEPT - MAIN LEVEL - OVERALL PLAN

MTB P105 VEOLIA CONCEPT - UPPER LEVEL - OVERALL PLAN

MTB P106 MEMCOR CONCEPT - UPPER LEVEL - OVERALL PLAN

MTB P301 VEOLIA CONCEPT - SECTION

MTB P302 MEMCOR CONCEPT - SECTION

MTB IC101 P&ID - MEMBRANE BLOWER No. 1

MTB IC102 P&ID - BLOWER DISCHARGE HEADER

MTB IC103 P&ID - MFS INFLUENT DISTRIBUTION CHANNEL

MTB IC104 P&ID - MEMBRANE TANK No. 1

MTB IC105 P&ID - MTB RAS CHANNEL

MTB IC106 P&ID - PERMEATE PUMP Nos. 1-4

MTB IC107 P&ID - PLANT WATER TANK

MTB IC108 P&ID - UV VESSEL No. 1 MTB IC109 P&ID - NONPOTABLE PLANT WATER PUMP Nos. 1-4

MTB IC110 P&ID - HYDROPNEAUMATIC TANK

MTB IC111 P&ID - RAS PUMP Nos. 1-4

MTB IC112 P&ID - RAS PUMP HEADER

MTB IC113 P&ID - WAS PUMPS

MTB IC114 P&ID - MEMBRANE THICKENING TANK No. 1 MTB IC115 P&ID - MEMBRANE THICKENING TANK No. 2 MTB IC116 P&ID - MEMBRANE THICKENING PUMP Nos. 1-2 MTB IC117 P&ID - TWAS PUMP Nos. 1-2

MTB IC118 P&ID - MEMBRANE THICKENING BLOWER

MTB IC119 P&ID - CITRIC ACID STORAGE TANK Nos. 1-2 MTB IC120 P&ID - CITRIC ACID CHEMICAL METERING PUMP SKID No. 1 MTB IC121 P&ID - SODIUM HYPOCHLORITE STORAGE TANK Nos. 1-2 MTB IC122 P&ID - SODIUM HYPOCHLORITE CHEMICAL METERING PUMP SKID No. 1 MTB IC123 P&ID - SODIUM HYPOCHLORITE CHEMICAL METERING PUMP SKID No. 2

MTB IC124 P&ID - MEMBRANE AIR COMPRESSOR SYSTEM

SLUDGE STORAGE TANKS (SST)

SST IC101 P&ID - SLUDGE STORAGE TANK Nos. 1-2

SOLIDS BUILDING 2 (SB2)

SB2 P101 P&ID - CONCEPT - SUBGRADE LEVEL - OVERALL PLAN

SB2 P102 P&ID - MAIN LEVEL - OVERALL PLAN

SB2 P103 P&ID - UPPER LEVEL - OVERALL PLAN

SB2 P301 P&ID - CONCEPT - SECTION

SB2 IC101 P&ID - SLUDGE STORAGE BLOWER Nos. 1-2

SB2 IC102 P&ID - SLUDGE STORAGE BLOWER DISTRIBUTION PIPING

SB2 IC103 P&ID - SLUDGE TRANSFER PUMP Nos. 1-3

SB2 IC104 P&ID - SLUDGE TRANSFER PUMP DISTRIBUTION PIPING

SB2 IC105 P&ID - DEWATERING UNIT AND VOLUTE PRESS Nos. 1-2 SB2 IC106 P&ID - SLUDGE CONVEYOR Nos. 1-3

SB2 IC107 P&ID - PRESSSATE STORAGE TANK

SB2 IC108 P&ID - POLYMER BLENDING UNIT No. 1 SB2 IC109 P&ID - POLYMER BLENDING UNIT No. 2

SB2 IC110 P&ID - ODOR CONTROL

DRAIN LIFT STATION (DLS)

DLS IC101 P&ID - DRAIN LIFT STATION

CHEMICAL FEED BUILDING (CFB)

CFB IC101 P&ID - COAGULANT STORAGE TANK No. 1 CFB IC102 P&ID - COAGULANT CHEMICAL METERING SKID No. 1 CFB IC103 P&ID - CARBON STORAGE TANK Nos. 1-2 CFB IC104 P&ID - CARBON CHEMICAL METERING SKID No. 1 CFB IC105 P&ID - MAGNESIUM HYDROXIDE TANK No. 1 CFB IC106 P&ID - MAGNESIUM HYDROXIDE CHEMICAL METERING SKID No.1

STANDARD DETAILS (SD)

SD S701 STANDARD STRUCTURAL DETAILS

SD S702 STANDARD STRUCTURAL DETAILS

SD S703 STANDARD STRUCTURAL DETAILS

FACILITY DESIGNATOR SHEET NUMBER SHEET TITLE

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PROJECT NO:

DATE:

ALT. PROJECT NO:

SHEET DESIGNATOR: SHEET NO:

CLIENT:

SHEET TITLE:

PREPARED BY:

CHECKED BY:

APPROVED BY:

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Certification of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively

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INDEX OF DRAWINGS

EAGLE MOUNTAIN CITY

EAGLE MOUNTAIN CITY, UTAH

13139-2023-002

N/A

NOVEMBER 2025 GEN G002

SAS

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G003

PROJECT LOCATION MAP

G003

PROJECT VICINITY MAP

UTAH COUNTY

G003

PROJECT AERIAL MAP

UTAH COUNTY

STATE OF UTAH

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PROJECT NO:

DATE:

ALT. PROJECT NO:

SHEET DESIGNATOR: SHEET NO:

CLIENT:

SHEET TITLE:

PREPARED BY:

CHECKED BY:

APPROVED BY:

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LOCATION MAP

EAGLE MOUNTAIN CITY

EAGLE MOUNTAIN CITY, UTAH

13139-2023-002

N/A

NOVEMBER 2025 GEN G003

SAS

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KCW

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PROJECT LOCATION

PROJECT LOCATION

N M

A G

N O

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A

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EX

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X

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PLAN DRAWING TITLE

50' 0 50' 100'

SECTION A-A

X

XX

X

XX

AA

H T R O N

CONSTR ACTUAL

REF:

X

XX

C10, C12, C14

DETAIL TITLE

SCALE: NONE

X

XX

SECTION TITLE

50' 0 50' 100'

SHEET WHERE DETAIL IS CALLED

FROM (EVERY OCCURRENCE)

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

AREA OF DETAIL

SHEET WHERE DRAWN

DETAIL NUMBER

GRAPHIC SCALE

SHEET WHERE DRAWN

DETAIL NUMBER

GRAPHIC SCALE

DRAWING SUB-TITLE

SECTION CUT WITHIN

SAME DETAIL DRAWING

ACTUAL NORTH

REFERENCE NORTH (ORIENTED

TO SITE OR STRUCTURE)

100'-0"±

FLOOR

100'-0"±

FLOOR

108'-0"

WALL

108'-0"

FLOOR

EQUIP

EXISTING ELEVATION IN SECTION VIEW

(CONTRACTOR TO VERIFY)

EXISTING ELEVATION IN PLAN VIEW

(CONTRACTOR TO VERIFY)

DESIGN ELEVATION IN SECTION VIEW

DESIGN ELEVATION IN PLAN VIEW

BREAKLINE

DIRECTION OF FLOW

CONSTRUCTION NOTES

DEMOLITION NOTES

EQUIPMENT SCHEDULE ITEMS

EXISTING NOTES

PIPING SCHEDULE ITEMS

& - AND

∠ - ANGLE

@ - AT

℄ - CENTERLINE

° - DEGREES

Δ - DELTA

Ø - DIAMETER

o - SQUARE

± - PLUS / MINUS

ABS - ACRYLONITRILE-BUTADIENE-STYRENE

ACI - AMERICAN CONCRETE INSTITUTE

ACP - ASBESTOS CEMENT PIPE

ADD'L - ADDITIONAL

ADDM. - ADDENDUM

ADJ. - ADJUSTABLE

AGGR. - AGGREGATE

ALT. - ALTERNATE

APPR. - APPROACH

APPROX. - APPROXIMATE

APPURT. - APPURTENANCE

ARCH. - ARCHITECT or ARCHITECTURAL

AR MH - AIR RELEASE MANHOLE

ARV - AIR RELEASE VALVE

ASSY. - ASSEMBLY

ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS

AVE - AVENUE

AVV - AIR / VACUUM VALVE

BFV - BUTTERFLY VALVE

BITUM. - BITUMINOUS

BL - BUILDING LINE

BLDG. - BUILDING

BLK. - BLOCK

B.O. - BY OTHERS

BP - BEGINNING OF PROJECT

BRG. - BEARING

BSMT. - BASEMENT

BVC - BEGIN VERTICAL CURVE

C-C - CENTER TO CENTER

C&G - CURB AND GUTTER

CB - CATCH BASIN

CDF - CONTROLLED DENSITY FILL

CF - CUBIC FEET

CI - CAST IRON

CIP - CAST IRON PIPE

C.I.P. - CAST IN PLACE

CJ - CONSTRUCTION JOINT

CL - CENTERLINE

CMP - CORRUGATED METAL PIPE

CO - CLEANOUT

CONC. - CONCRETE

CONSTR. - CONSTRUCTION

CONT. - CONTINUOUS

CNTRL. - CONTROL

CSP - CORRUGATED STEEL PIPE

CSV - CURB STOP VALVE

CTR - CENTER

CU - COPPER

CY - CUBIC YARD

DEPR. - DEPRESSION

DTL - DETAIL

DI or D.I. - DUCTILE IRON

DIA. - DIAMETER

DIM. - DIMENSION

DIP - DUCTILE IRON PIPE

DIST. - DISTANCE

DR - DRIVE

DRWY - DRIVEWAY

DWG. - DRAWING

E. - EAST

E-W - EAST TO WEST

EA. - EACH

E.F. - EACH FACE

EJ - EXPANSION JOINT

ELEC. - ELECTRICAL

ELEV. - ELEVATION

EP - END OF PROJECT

EQ. - EQUAL

EVC - END VERTICAL CURVE

E.W. - EACH WAY

EXIST. - EXISTING

EXP. - EXPANSION

FDN. - FOUNDATION

FIN. - FINISH

FL - FLOW LINE OR FLANGE

FLR. - FLOOR

FM - FORCE MAIN

FRP - FIBERGLASS REINFORCED PLASTIC

FT. - FOOT

G&S - GROOVE AND SHOULDER

GA. - GAGE

GALV. - GALVANIZED

GR. - GRADE

GRD. - GROUND

GV - GATE VALVE

H - HATCH

HDD - HORIZONTAL DIRECTIONAL DRILLING

HDPE - HIGH DENSITY POLYETHYLENE

HORZ. - HORIZONTAL

HR. - HANDRAIL

HT. - HEIGHT

HYD - HYDRANT

I.D. - INSIDE DIAMETER

I.E. - INVERT ELEVATION

IN. - INCH

INSUL - INSULATION

INV. - INVERT

JT. - JOINT

K - RATE OF CURVATURE

L - LENGTH OF CURVE

LB - POUND

LCCP - LINED CONCRETE CYLINDER PIPE

LF - LINEAR FEET

LVC - LENGTH OF VERTICAL CURVE

LVL - LEVEL

MAX. - MAXIMUM

MECH - MECHANICAL

MFG. - MANUFACTURER

MH - MANHOLE

MJ or M.J. - MECHANICAL JOINT

MIN. - MINIMUM

MNDOT - MINNESOTA DEPARTMENT OF TRANSPORTATION

MTDOT - MONTANA DEPARTMENT OF TRANSPORTATION

MTR. - METER

N. - NORTH

N-S - NORTH TO SOUTH

NA - NOT APPLICABLE

NDDOT - NORTH DAKOTA DEPARTMENT OF TRANSPORTATION

NPT - NIPPLE

NTS - NOT TO SCALE

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

OH. - OVERHEAD

OPNG. - OPENING

OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PC - POINT OF CURVATURE

PC - PRECAST

P.C.C. - PORTLAND CEMENT CONCRETE

PE - POLYETHYLENE

PE or P.E. - PLAIN END

PEP - POLYETHYLENE PIPE

PI - POINT OF INTERSECTION

PO - PUSH ON

POLY

PRV - PRESSURE REDUCING VALVE

PSI - POUNDS PER SQUARE INCH

PT - POINT OF TANGENCY

PLV - PLUG VALVE

PVC - POLYVINYL CHLORIDE

PVI - POINT OF VERTICAL INTERSECTION

R or RAD - RADIUS

R. - RISER

RCCP - REINFORCED CONCRETE CYLINDER PIPE

RCP - REINFORCED CONCRETE PIPE

RDL - ROOF DRAIN LINE

RES - RESERVOIR

REQ'D. - REQUIRED

REQ'MTS. - REQUIREMENTS

RJ - RESTRAINED JOINT

S. - SOUTH

S-N - SOUTH TO NORTH

SAN - SANITARY

SCH. - SCHEDULE

SD - STORM DRAIN

SECT. - SECTION

SF - SQUARE FEET

SIM. - SIMILAR

SS - SANITARY SEWER

SSSL - SANITARY SEWER SERVICE LEAD

ST - STREET

STA - STATION

STD. - STANDARD

STL. - STEEL

STN. STL. - STAINLESS STEEL

STR. - STRUCTURAL

STRUCT - STRUCTURAL

SUP. - SUPPORT

SWPP - STORM WATER POLLUTION PROTECTION

SY - SQUARE YARD

TEMP. - TEMPORARY

THK. - THICK

TOC - TOP OF CASTING

T.O.P. - TOP OF PIPE

TOS - TOP OF STEEL

TYP. - TYPICAL

UON - UNLESS OTHERWISE NOTED

USACE - U.S. ARMY CORPS OF ENGINEERS

VCP - VITRIFIED CLAY PIPE

VERT. - VERTICAL

W. - WEST

W-E - WEST TO EAST

W/ - WITH

W/O - WITHOUT

WM - WATERMAIN

WRF - WATER RECLAMATION FACILITY

WSL - WATER SERVICE LEAD

WTF - WATER TREATMENT FACILITY

WTP - WATER TREATMENT PLANT

WWF - WELDED WIRE FABRIC

WWTP - WASTE WATER TREATMENT PLANT

GENERAL NOTES

1. THE INFORMATION DEPICTED WITHIN THESE DRAWINGS IS

COMPILED FROM LEGACY DRAWINGS AND FIELD SURVEYS

FROM PREVIOUS PROJECTS, SITE VISITS, CONSTRUCTION

OBSERVATION TIES AND PHOTOGRAPHS, AND THE

MEMORIES OF CITY STAFF AND CONSTRUCTION

OBSERVERS.

2. THE LOCATIONS OF KNOWN UNDERGROUND UTILITIES

ARE SHOWN ON THE CONSTRUCTION DRAWINGS IN AN

APPROXIMATE WAY ONLY. ADDITIONAL ACTIVE AND

INACTIVE UTILITIES MAY BE PRESENT.

3. COORDINATE ALL ON-SITE STAGING WITH OWNER TO

AVOID CONFLICTS WITH EXISTING UTILITIES.

4. MAINTAIN OWNER ACCESS TO SITE AT ALL TIMES.

CIVIL DRAWING SYMBOLS

DRAWING, SECTION AND DETAIL CONVENTIONS

CIVIL ABBREVIATIONS

SHEET SERIES SERIES DESCRIPTION

000 SYMBOLS LEGEND, DRAFTING CONVENTIONS, NOTES, ETC.

100 PLAN VIEWS AND COMBINATION PLAN & PROFILE VIEW (HORIZONTAL VIEWS)

200 ELEVATIONS AND PROFILES (VERTICAL VIEWS)

300 SECTIONS (SECTION VIEWS, WALL SECTIONS)

400 LARGE SCALE VIEWS (SCALED UP REPRODUCTIONS OF PLANS, ELEVATIONS OR SECTIONS NOT IN DETAILS

500 DETAILS (PROJECT SPECIFIC DETAILS)

600 SCHEDULES AND DIAGRAMS

700 STANDARD DETAILS

800 USER DEFINED

SHEET NUMBERING

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PROJECT NO:

DATE:

ALT. PROJECT NO:

SHEET DESIGNATOR: SHEET NO:

CLIENT:

SHEET TITLE:

PREPARED BY:

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CIVIL DRAFTING CONVENTIONS

EAGLE MOUNTAIN CITY

EAGLE MOUNTAIN CITY, UTAH

13139-2023-002

N/A

NOVEMBER 2025 GEN C001

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WATER

DESCRIPTION EXISTING NEW

PIPE

WATER MAIN

WATER SERVICE

STRUCTURES

MANHOLE

METER MANHOLE

ARV MANHOLE

WELL

MONITORING WELL

PRV MANHOLE

WATER HANDHOLE

VAULT

VALVES

CURBSTOP

GATE

BUTTERFLY

PLUG

CHECK

BALL

HYDRANTS

FIRE

ARV

BLOW OFF

FITTINGS

11.25° BEND

22.50° BEND

30° BEND

45° BEND

60° BEND

90° BEND

WYE (R)

WYE (L)

CAP

COUPLING

CROSS

PLUG

REDUCER

TEE

SADDLE TAP

W W

M M

WW WW

MW MW

W W

W W

W

SANITARY

DESCRIPTION EXISTING NEW

PIPE

SANITARY MAIN

SANITARY SERVICE

STRUCTURES

MANHOLE

CLEAN OUT

METER MANHOLE

SEPTIC TANK

VAULT

LIFTSTATION

VALVES

GATE

BUTTERFLY

PLUG

FITTINGS

WYE (R)

WYE (L)

PLUG

CAP

S S

CO CO

M M

ST ST

S S

L L

SS

STORM

DESCRIPTION EXISTING NEW

PIPE

STORM MAIN

STORM LEAD

STRUCTURES

MANHOLE

AREA INLET

BEEHIVE INLET

CURB INLET

DOUBLE CURB INLET

OUTFALL

D D

SD

ELECTRICAL

DESCRIPTION EXISTING NEW

LINES

ELECTRIC

OVERHEAD

UNDERGROUND

STRUCTURES

MANHOLE

HANDHOLE

UTILITY POLE

GUY ANCHOR

LIGHT POST

PUSH TO WALK POST

STREET LIGHT

SIGNAL

SIGNAL WITH ARM

E E

E E

P P

E E

OHE

UGE

OHE

UGE

COMMUNICATIONS

DESCRIPTION EXISTING NEW

LINES

COMMUNICATIONS

FIBER OPTIC

TELEPHONE

CABLE TV

CLOSED CIRCUIT TV

STRUCTURES

MANHOLE

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TELEPHONE FIBER OPTIC

PEDESTAL

TELEVISION PEDESTAL

UNKNOWN PEDESTAL

C C

T T

T T

FO FO

TV TV

U U

C

FO

T

CATV

CCTV

SITE

DESCRIPTION EXISTING NEW

VEGETATION

CONIFEROUS TREE

(LARGE)

CONIFEROUS TREE

(SMALL)

DECIDUOUS TREE

(LARGE)

DECIDUOUS TREE

(SMALL)

SHRUB

STUMP

TREE LINE

SIGNAGE

STREET SIGN

MILE POST

SITE

BUILDING

CURB

CONCRETE

FENCES

BARBED WIRE

CHAIN LINK

WOOD

VINYL

WOVEN WIRE

GUARD RAIL

SILT

SUPER SILT

GATE POST

TOPOLOGY

CONTOURS

MP MP

GP

GAS

DESCRIPTION EXISTING NEW

LINES

NATURAL GAS

STRUCTURES

MANHOLE

METER

VALVES

GATE VALVE

G G

G G

G

SF

SSF

SF

SSF

DEMOLITION

DESCRIPTION EXISTING NEW

LINES

FEATURES TO BE

REMOVED

FEATURES TO BE

ABANDONED

REMOVE CURB & GUTTER

STRUCTURES

REMOVE TREE OR SHRUB

AREA

ITEMS TO BE REMOVED

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DATE:

ALT. PROJECT NO:

SHEET DESIGNATOR: SHEET NO:

CLIENT:

SHEET TITLE:

PREPARED BY:

CHECKED BY:

APPROVED BY:

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EAGLE MOUNTAIN CITY

EAGLE MOUNTAIN CITY, UTAH

13139-2023-002

N/A

NOVEMBER 2025 GEN C002

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GENERAL NOTES

1. THIS LEGEND SHEET IS FOR VISUAL REFERENCE OF THE

SYMBOLS AND LINETYPES USED ON THIS PROJECT.

SOME OF THE SYMBOLS AND LINETYPES MAY NOT BE

USED BY THIS PARTICULAR PROJECT.

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ALT. PROJECT NO:

SHEET DESIGNATOR: SHEET NO:

CLIENT:

SHEET TITLE:

PREPARED BY:

CHECKED BY:

APPROVED BY:

SY

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CIVIL CONSTRUCTION NOTES

EAGLE MOUNTAIN CITY

EAGLE MOUNTAIN CITY, UTAH

13139-2023-002

N/A

NOVEMBER 2025 GEN C003

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GENERAL NOTES

1. CONTRACTOR SHALL ADHERE TO CLIENT CONSTRUCTION SPECIFICATIONS, UNLESS

NOTED OTHERWISE. CONTRACTOR SHOULD NOTE THAT ADDITIONAL CONSTRUCTION

NOTES AND SPECIFICATIONS ARE INCLUDED ON INDIVIDUAL DRAWINGS.

2. THIS PLAN SET HAS A LIST OF GENERAL ABBREVIATIONS AND SYMBOLS AND MATERIALS

LEGENDS LISTED ON IT. SOME SYMBOLS, MATERIALS, AND ABBREVIATIONS MAY NOT BE

UTILIZED ON THIS SPECIFIC PROJECT.

3. ALL CONTOURS, ELEVATIONS, AND COORDINATES FOR THE PROJECT ARE BASED ON

NAD83 STATE PLANE COORDINATE SYSTEM, UTAH CENTRAL ZONE, US FOOT, AND NAVD88.

4. CONTRACTOR SHALL PROVIDE A ONE (1) WEEK NOTICE TO ENGINEER, OWNER, AND

PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING OSHA STANDARDS FOR TRENCH

EXCAVATIONS.

6. DEPTH OF COVER SHALL BE A MINIMUM OF 4 FEET 0 INCHES MEASURED FROM THE

FINISHED GRADE GROUND SURFACE TO THE TOP OF THE PIPE UNLESS OTHERWISE

SHOWN ON THE PLANS. PIPES SHALL BE LOWERED, AS REQUIRED, TO AVOID CONFLICTS

WITH EXISTING UTILITIES AND TO MAINTAIN SPECIFIED AND REQUIRED SEPARATIONS.

7. GATE VALVE AND CURB STOP BOXES, IF ANY, SHALL BE SET AS SHOWN IN THE

CONSTRUCTION DETAILS, AS APPLICABLE.

8. EXCESS EXCAVATED MATERIAL INCLUDING PIPE, STUMPS, ROOTS, SOIL MATERIALS,

ASPHALT AND CONCRETE PAVEMENT, SIDEWALK, CURB AND GUTTER, AND ANY OTHER

ITEMS THE CITY DOES NOT WISH TO SALVAGE SHALL BECOME CONTRACTOR'S PROPERTY

AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY, INCIDENTAL TO

THE CONTRACT.

9. CONTRACTOR SHALL BE REQUIRED TO CLEAN STREETS AND SIDEWALKS AND REPAIR ALL

DAMAGE TO THE CONDITION THEY WERE IN PRIOR TO THE START OF CONSTRUCTION. ALL

REPAIRS AND CLEANING WILL BE COMPLETED BEFORE PAYMENT FOR ASSOCIATED BID

ITEMS WILL BE MADE.

10. ALL BOLTS AND ANCHOR BOLTS INSTALLED THROUGHOUT THE PROJECT SHALL BE

STAINLESS STEEL, UNLESS OTHERWISE NOTED IN THE DRAWINGS AND SPECIFICATIONS.

11. CONTRACTOR TO PROVIDE AND MAINTAIN ADEQUATE DEWATERING EQUIPMENT TO

REMOVE AND DISPOSE OF ANY SURFACE AND GROUNDWATER ENTERING THE TRENCH.

12. THE CONTRACTOR SHALL PROVIDE MARKER TAPE IN ALL TRENCHS AND TRACER WIRE ON

ALL PVC POTABLE WATER PIPE.

13. THE AERIAL PHOTOGRAPHY SHOWN ON THE CONSTRUCTION PLAN SHEETS MAY NOT

REFLECT CURRENT CONDITIONS. THEREFORE, ACTUAL FIELD CONDITIONS MAY VARY

FROM THOSE DISPLAYED IN THE CONSTRUCTION PLANS.

14. ITEMS NOT INCLUDED IN THE BID FORM AS A PAY ITEM BUT INCLUDED ELSEWHERE IN THE

PLANS SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER AND SHALL BE CONSIDERED INCIDENTAL ITEMS.

15. DEFLECTIONS FROM A STRAIGHT LINE OR GRADE ARE TO BE MADE WITH FITTINGS,

DEFLECTED JOINTS, SHORTER PIPE SECTIONS, OR A COMBINATION OF THESE METHODS

TO CONFORM TO THE ALIGNMENT AND PROFILE INDICATED ON THE DRAWINGS AND

SPECIFIED. DEFLECTED JOINTS ARE NOT TO EXCEED THE VALUES SPECIFIED FOR THE

PIPE JOINT. CONTRACTOR TO SUBMIT METHOD TO MEASURE DEFLECTION OF PIPE JOINTS.

16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL

CONDITION BY THE CONTRACTOR IN ACCORDANCE WITH THESE SPECIFICATIONS AND

DRAWINGS.

17. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE.

18. CONTRACTOR SHALL INCORPORATE PROPER EROSION CONTROL MEASURES.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFICIENCIES WITH THE

INSTALLATION OF ALL THE PIPELINES AND ALL APPURTENANCES INSTALLED ON THE

PROJECT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY

OWNER.

20. CONTRACTOR SHALL FOLLOW THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD) STANDARDS AND GUIDES FOR TRAFFIC CONTROL FOR STREET AND HIGHWAY

CONSTRUCTION.

21. CONTRACTOR SHALL LIMIT ALL WORK TO WITHIN THE CONSTRUCTION LIMITS AND SHALL

NOT IMPEDE TRAFFIC ON ROADWAYS.

22. CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS ACCESS TO INDIVIDUAL PROPERTY

OWNERS AT ALL TIMES. CONTRACTOR SHALL COORDINATE DETOURS AND ANY

TEMPORARY CLOSURES WITH EACH PROPERTY OWNER. CONTRACTOR SHALL KEEP

DURATION OF ALL CLOSURES AND DETOURS TO A MINIMUM.

23. CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 24 HOURS PRIOR TO

ANY WATER SERVICE DISRUPTIONS. SERVICE DISRUPTIONS SHALL BE KEPT TO A MINIMUM.

24. THE CONTRACTOR SHALL UTILIZE HAND TAMPERS AND PNEUMATIC TAMPERS TO OBTAIN

THE REQUIRED COMPACTION OF THE PIPE BED AND THE BACKFILL, AS SPECIFIED.

25. THE CONTRACTOR SHALL PROVIDE ALL APPROPRIATE HOISTING EQUIPMENT TO HANDLE

THE PIPE WHILE UNLOADING AND PLACING IT IN ITS FINAL POSITION WITHOUT DAMAGE TO

THE PIPE. PIPE, FITTINGS, VALVES, AND OTHER ACCESSORIES SHALL, UNLESS OTHERWISE

DIRECTED, BE UNLOADED AT THE POINT OF DELIVERY, HAULED TO AND DISTRIBUTED AT

THE SITE OF THE PROJECT BY THE CONTRACTOR. MATERIALS SHALL AT ALL TIMES BE

HANDLED WITH CARE TO AVOID DAMAGE. UNDER NO CIRCUMSTANCES SHALL ANY

MATERIALS BE DROPPED. PIPE HANDLED ON SKIDWAYS MUST NOT BE SKIDDED OR

ROLLED AGAINST PIPE ALREADY ON THE GROUND. IN DISTRIBUTING THE MATERIALS AT

THE SITE OF WORK EACH PIECE SHALL BE UNLOADED OPPOSITE OR NEAR THE PLACE

WHERE IT IS TO BE LAID IN THE TRENCH. MATERIALS SHALL BE HANDLED IN SUCH A

MANNER THAT NO DAMAGE TO THE PIPE WILL RESULT.

26. PVC AND POLYETHYLENE PIPE SHALL BE STORED COVERED OUT OF DIRECT SUNLIGHT.

27. SANITARY SEWER/WATER MAIN CROSSINGS: ALL SANITARY SEWER/WATER MAIN

CROSSINGS SHALL BE INSTALLED WITH A MINIMUM OF 18" VERTICAL SEPARATION

BETWEEN PIPE OUTSIDE WALLS. ALL WATER MAIN SHALL BE INSTALLED ABOVE SANITARY

SEWER WHEN POSSIBLE. WATER MAINS INSTALLED ABOVE AND WITHIN 5 FEET OF A

SANITARY SEWER MAIN, AND ALL WATER MAINS INSTALLED BELOW A SANITARY SEWER

MAIN SHALL HAVE A FULL 20-FOOT LENGTH OF WATER MAIN PIPE CENTERED ON THE

SANITARY SEWER MAIN. WHEN WATER MAINS ARE INSTALLED BENEATH AN EXISTING

SEWER MAIN THE SEWER MAIN SHALL BE REPLACED BY A FULL 20-FOOT LENGTH OF

SEWER MAIN PIPE CENTERED OVER THE WATER MAIN UNLESS OTHERWISE DIRECTED BY

THE ENGINEER. THIS PROCEDURE SHALL ALSO BE FOLLOWED FOR INSTALLATIONS OF

SANITARY SEWER PIPE.

28. SANITARY SEWER AND/OR WATER PIPELINE THAT IS TO BE PLACED PARALLEL TO EACH

OTHER SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET.

29. CUTTING PIPE: CUTTING SHALL COMPLY WITH PIPE MANUFACTURER'S

RECOMMENDATIONS. CUTS SHALL BE SMOOTH, STRAIGHT, AND AT RIGHT ANGLES TO PIPE

AXIS. SHARP CORNERS SHALL BE REMOVED AND THE PIPE BEVELED TO MANUFACTURER'S

RECOMMENDATION.

30. DUCTILE IRON PROTECTION: ALL DUCTILE IRON FITTINGS AND APPURTENANCES SHALL BE

WRAPPED IN AN 8-MIL POLYETHYLENE SHEETING IN ACCORDANCE WITH AWWA C105.

31. CONTRACTOR SHALL INSTALL ALL PIPE WITH PIPE BEDDING AS INDICATED IN THE DETAILS, UNLESS OTHERWISE NOTED IN THE DRAWINGS AND SPECIFICATIONS.

32. RESTRAINING REQUIREMENTS: ALL VALVES, TEES, CROSSES, AND BENDS SHALL BE

CONNECTED TO THE WATER MAIN WITH AN APPROVED JOINT RESTRAINT. COSTS OF ALL

RESTRAINTS SHALL BE INCIDENTAL TO THE FITTINGS.

33. THE MINIMUM RESTRAINED LENGTHS REQUIRED FOR 8-INCH WATER MAIN PIPE AND

FITTINGS SHALL BE AS SHOWN IN THE TABLE BELOW AND AS INDICATED ON THE

DRAWINGS.

34. POTABLE WATER MAIN TEST: NEWLY LAID WATER MAIN SHALL BE HYDROSTATICALLY

PRESSURE TESTED AT 150 PEI FOR TWO (2) HOURS. LEAKAGE SHALL NOT EXCEED THE

ALLOWANCES LISTED BELOW:

NOMINAL PIPE SIZE (INCHES) ALLOWABLE LEAKAGE AT TEST

PRESSURE (150PSI*)

8.0 0.66 GALLONS PER 1,000 FEET

* PRESSURE SHALL BE MAINTAINED AT PLUS OR MINUS (±) 5% OF SPECIFIED TEST

PRESSURE FOR DURATION OF TEST.

35. AFTER THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF THE UTILITIES AND ANY

CLEANUP ITEMS, CONTRACTOR SHALL MAKE A WRITTEN REQUEST TO THE ENGINEER FOR

A FINAL INSPECTION. UPON RECEIPT OF THIS REQUEST, THE ENGINEER WILL SET A DATE

AND TIME FOR THE FINAL INSPECTION. DURING THE FINAL INSPECTION, GATE VALVES WILL

BE CHECKED TO SEE IF THEY ARE ACCESSIBLE AND OPERABLE. ANY DEFICIENCIES FOUND

WILL PROMPTLY BE CORRECTED BEFORE FINAL PAYMENT WILL BE MADE. THE FINAL

INSPECTION REQUEST FORM IS ATTACHED AS PART OF THE SPECIFICATIONS.

UTILITY NOTES

1. THE APPROXIMATE LOCATION OF KNOWN EXISTING UNDERGROUND UTILITY LINES ARE

SHOWN ON THE PLANS. OTHER UNKNOWN UTILITIES MAY EXIST. CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES

BEFORE COMMENCING WORK AND SHALL BE RESPONSIBLE FOR PROTECTING ALL

UTILITIES OR REPAIRING ANY DAMAGE WHICH OCCURS BECAUSE OF THE CONTRACTOR'S

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. NOT ALL

OVERHEAD UTILITIES, PERMANENT OR TEMPORARY, ARE SHOWN ON THE PLANS.

2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ELEVATION, SIZE, AND MATERIAL

OF THE EXISTING UNDERGROUND PIPING AT THE POINTS OF CONNECTION. APPROVED

TRANSITIONS SHALL BE USED TO MAKE ALL CONNECTIONS. PRECISE LOCATION AND

ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES ARE TO BE

FIELD VERIFIED. PROVIDE FITTINGS, ADAPTERS, SOLID SLEEVE CLOSURES, HARNESSED

MECHANICAL COUPLINGS, AND ROTATE FITTINGS, AND DEFLECT JOINTS AS REQUIRED TO

MAKE CONNECTIONS. PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS

REQUIRED FOR CONTRACTOR'S TESTING AND DISINFECTION WORK BEFORE MAKING

CONNECTION. ANY DIFFERENT FITTINGS NECESSARY TO MAKE ALL CONNECTIONS SHALL

BE INCIDENTAL.

3. THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR REQUIRED RELOCATION OF

ANY UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) IS TO BE

COORDINATED WITH THE CONTRACTOR AND THE OWNER OF EACH UTILITY BEFORE

CONSTRUCTION/INSTALLATION IS STARTED.

4. EARTHWORK ACTIVITIES ARE NOT ALLOWED OUTSIDE CONSTRUCTION LIMITS OR R.O.W.

UNLESS APPROVED BY THE ENGINEER.

5. TRENCH BOX TECHNIQUES SHALL BE UTILIZED TO LIMIT WIDTHS OF OPEN-CUT TRENCHES.

6. WHERE EXISTING UTILITY WIRES (TELEPHONE, ELECTRIC, FIBER OPTIC) ARE LOCATED

ADJACENT TO OR ABOVE THE PROPOSED WORK, CONTRACTOR SHALL TEMPORARILY

SUPPORT EXISTING WIRES AND INSTALL PIPING UNDER EXISTING WIRES. ANY DECISION

TO HAVE THE EXISTING UTILITIES RELOCATE WIRES WILL BE AT THE CONTRACTOR'S

EXPENSE. CONTRACTOR SHALL HAVE THE UTILITY COMPANY PROVIDE AN ON-SITE

REPRESENTATIVE TO INSPECT THE EXCAVATION AND TEMPORARY SUPPORT OF THE

EXISTING UTILITY WIRES TO ENSURE THEY CONCUR WITH THE METHOD USED FOR

TEMPORARY SUPPORT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETION OF WORK

AS INDICATED AND MEETING ALL UTILITY REQUIREMENTS TO ENSURE A FINAL

INSTALLATION THAT BENEFITS BOTH THE CITY AND THE UTILITY COMPANY.

7. UNKNOWN UTILITIES ARE ANTICIPATED TO EXIST WITHIN THE PROJECT AREA AND ARE NOT

SHOWN ON THE PLANS. CONTRACTOR SHALL LOCATE ALL UTILITIES AND COMPLETE ALL

PROJECT WORK WHILE PROTECTING UTILITIES. PROTECTION OF UTILITIES SHALL BE

INCIDENTAL TO THE PROJECT.

8. SHOULD GROUND WATER BE ENCOUNTERED DURING EXCAVATION, THE GENERAL

CONTRACTOR SHALL MAKE PROVISIONS TO DE-WATER EXCAVATION AS NECESSARY TO

MAINTAIN SAFE WORKING CONDITIONS. DE-WATERING WATER SHALL BE DISPOSED OF IN

A MANNER THAT DOES NOT IMPACT ADJACENT PROPERTIES.

COORDINATION NOTES

1. CONTRACTOR SHALL COORDINATE SUPPORT OF UTILITY CROSSINGS AND/OR EXISTING

UTILITY RELOCATIONS WITH UTILITY COMPANY, TRAFFIC CONTROL ISSUES WITH THE

OWNER, AND MOBILITY ISSUES WITH OTHER CONSTRUCTION SITES IN THE AREA.

2. CONTRACTOR SHALL COORDINATE THE OPERATION OF EXISTING PIPELINES, VALVES, AND

HYDRANTS WITH CITY PERSONNEL. GREAT CARE MUST BE USED IN OPERATING VALVES

AND HYDRANTS ON THE EXISTING WATER SYSTEM. ANY MAIN BREAKS CAUSED BY

CONTRACTOR WILL BE CORRECTED AND PAID FOR BY CONTRACTOR.

3. CONTRACTOR SHALL PRESSURE TEST PIPELINE AND REPAIR ANY LEAKS. CONTRACTOR

MUST PROVIDE ENGINEER 48 HOURS NOTICE PRIOR TO TESTING.

PROTECTION NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE, STORE, AND REPLACE ANY

EXISTING TRAFFIC SIGNS AFFECTED BY CONSTRUCTION ACTIVITY. ANY SIGNS DAMAGED

OR LOST AS A RESULT OF THE PROJECT WILL BE REPLACED BY THE CONTRACTOR AND

THE COST FOR REPLACEMENT SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL

PAYMENT.

2. MISCELLANEOUS ITEMS SUCH AS AND NOT LIMITED TO, MAILBOXES, STREET LIGHTS,

TRAFFIC LIGHTS, SIGNS, FENCES, POLES, TREES, ETC. SHALL BE PROTECTED OR REMOVED

AND REINSTALLED BY THE CONTRACTOR INCIDENTAL TO THE CONTRACT.

3. PROTECTION OR REMOVAL OF TREES, SHRUBS, AND LANDSCAPING IS TO BE IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE COORDINATED WITH THE

ENGINEER AND THE PROPERTY OWNER.

4. CONTRACTOR MUST RE-ESTABLISH ANY DISTURBED PROPERTY PINS OR CONTROL POINTS

WITH SERVICES OF REGISTERED LAND SURVEYOR (RLS) REGISTERED IN NORTH DAKOTA.

CONTRACTOR MUST SUBMIT CERTIFICATE OF SURVEY FOR EACH PROPERTY WITH

RE-ESTABLISHED PROPERTY PINS. THE COST FOR RLS SERVICES SHALL BE INCIDENTAL.

5. ANY EXISTING STRUCTURES DISTURBED BY CONSTRUCTION, INCLUDING CURB AND

GUTTER, CONCRETE AND BITUMINOUS ROADS AND SIDEWALKS, FENCING, RETAINING

WALLS, ETC., ARE TO BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION.

8-INCH WATER MAIN LENGTH EACH SIDE OF

FITTING

VALVE/DEADEND 70'

90° BEND 70'

TEE (BRANCH) 110'

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PROJECT NO:

DATE:

ALT PROJECT NO:

SHEET DESIGNATOR: SHEET NO:

CLIENT:

SHEET TITLE:

PREPARED BY:

CHECKED BY:

APPROVED BY:

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GENERAL NOTES

EAGLE MOUNTAIN, UTAH

EAGLE MOUNTAIN CITY

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P13139-2023-002

SEPTEMBER 2025 GEN

CAST-IN-PLACE CONCRETE - SPEC 03 30 00

1. A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH,

APPLICATION, COARSE AGGREGATE GRADATION, AND WATER CEMENT RATIO

SPECIFIED SHALL BE PREPARED BY THE SUPPLIER OR AN INDEPENDENT TESTING

LABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CASTING ANY CONCRETE.

2. UNLESS NOTED OTHERWISE, MAXIMUM AGGREGATE SIZE SHALL BE 1 INCH,

MAXIMUM WATER: CEMENT RATIO OF 0.5, AIR CONTENT NOT TO EXCEED 3%

ENTRAPPED AT TROWEL FINISHED SLABS, AND AT APPLICATIONS EXPOSED TO

FREEZE/THAW CYCLES PROVIDE 6% AIR ENTRAINMENT.

3. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED AND

MAINTAINED ACCORDING TO ACI 347, “RECOMMENDED STANDARD PRACTICE FOR

CONCRETE FORMWORK”.

4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,

CONSTRUCTION, AND SAFETY OF ALL FORMWORK.

5. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" WHERE NOT

SPECIFICALLY SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.

6. UNLESS OTHERWISE NOTED, TOLERANCES FOR CONCRETE FORMWORK SHALL

CONFORM TO ACI STANDARD 117, “STANDARD TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS”. TOLERANCES IN PLACING REINFORCEMENT

SHALL BE:

A. +/- 3/8 INCH FOR MEMBERS WITH DEPTH </= 10 INCHES

B. +/- 1/2 INCH FOR MEMBERS WITH DEPTH > 10 INCHES

7. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE.

8. ALL WATER TO ACHIEVE CONCRETE BATCHING MUST BE ADDED DURING THE

BATCH AT THE PLANT. THE ADDITION OF WATER TO THE A BATCH ON SITE WILL

NOT BE PERMITTED.

9. CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 301

“STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE” AND ACI 318 “BUILDING

CODE REQUIREMENTS FOR REINFORCED CONCRETE.” CONFORM TO THE

REQUIREMENTS OF ACI 305 “HOT WEATHER CONCRETING” OR ACI 306 “COLD

WEATHER CONCRETING” WHEN WEATHER CONDITIONS DICTATE.

10. OPENINGS IN CONCRETE SHALL BE REINFORCED AS NOTED IN THE STANDARD

DETAILS.

11. SEE STANDARD DETAILS FOR CORNER BAR REINFORCING AT WALL CORNERS.

12. PROVIDE DOWELS TO SUPPORTING MEMBER WITH BARS SIZED AND SPACED TO

MATCH TYPICAL VERTICAL REINFORCING. DOWELS SHALL HAVE STANDARD HOOKS

EMBEDDED INTO SUPPORTING CONCRETE WITH LAP SPLICE TO VERTICAL

REINFORCING, UNLESS NOTED OTHERWISE.

13. ALL FOOTINGS, PIERS, AND FOUNDATIONS SHALL BE CENTERED, UNLESS

OTHERWISE NOTED.

14. SLABS ON GRADE SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR

COMPACTED STRUCTURAL FILL DEPENDENT ON SITE CONDITIONS AND

RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT.

15. A 6 INCH GRANULAR BASE SHALL BE PROVIDED BETWEEN THE SLAB ON GRADE AND

SUBGRADE. A 10 MIL VAPOR BARRIER SHALL BE PROVIDED AT ALL INTERIOR SLABS

ON GRADE.

16. SEE STANDARD DETAILS FOR SLAB ON GRADE CONSTRUCTION AND CONTRACTION

JOINTS. CONTRACTION JOINTS SHALL BE CUT WITHIN 24 HOURS OF CONCRETE

PLACEMENT, SPACED NOT MORE THAN 3 TIMES THE SLAB THICKNESS IN FEET, AND

WITH AN ASPECT RATIO NOT EXCEEDING 1.5.

17. SEE STANDARD DETAILS FOR LAYOUT REQUIREMENTS OF ELECTRICAL CONDUIT

PLACED IN CONCRETE SLABS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR COORDINATION AND ASSURANCE THAT CONDUIT MEETS REQUIREMENTS OF

DETAILS.

18. ALL EMBEDDED ELEMENTS, INCLUDING BUT NOT LIMITED TO REINFORCING

DOWELS, WATERSTOPS, EMBEDMENT PLATES, AND ANCHOR BOLTS, MUST BE HELD

RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT

BEFORE AND DURING PLACEMENT OF CONCRETE. WET SETTING OF EMBEDDED

ELEMENTS WILL NOT BE PERMITTED.

REINFORCING STEEL - SPEC 03 20 00

1. LAP SPLICES OF DEFORMED BARS SHALL BE CLASS B, SEE REINFORCING SPLICE

AND DEVELOPMENT TABLE FOR LENGTHS, UNLESS OTHERWISE NOTED.

2. REINFORCING STEEL SHALL NOT BE WELDED.

3. WELDED REINFORCING SHALL BE ASTM A706 MATERIAL WITH WELDING COMPLETED

IN ACCORDANCE WITH AWS D1.4.

4. LAP ALL WWR (WELDED WIRE REINFORCING) A MINIMUM DISTANCE OF ONE CROSS

WIRE SPACING PLUS 2 INCHES.

5. ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES,

HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST

DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. SUPPORTING

ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN

THE FINISHED STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL.

6. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE

LOCATED AND HELD IN SPECIFIED POSITION PRIOR TO PLACEMENT OF CONCRETE

AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING CONCRETE POUR.

7. PROVIDE 200' OF #5 REBAR & #6 IN 20' LENGTHS TO BE USED AS DIRECTED BY THE

ENGINEER.

FOUNDATIONS

1. FOUNDATION SYSTEMS ARE DESIGNED PER THE PROJECT GEOTECHNICAL REPORT

(XXXXXX, PROJECT NUMBER XXXXXX) AND FOLLOW THE RECOMMENDATIONS

SPECIFIED THEREIN.

2. FOOTINGS HAVE BEEN DESIGNED FOR THE ALLOWABLE SOIL BEARING PRESSURE

INDICATED WITHIN THE DESIGN CRITERIA AND LOADS TABLE AND SHALL BE FIELD

VERIFIED, WHEN ASSUMED VALUES ARE NOTED, WITH THE PROJECT

GEOTECHNICAL ENGINEER.

3. PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT ALL SUBGRADES AND

PREPARED SOIL BEARING SURFACES PRIOR TO PLACEMENT OF FOUNDATIONS.

4. FOUNDATIONS, WHERE PRESENT, SHALL BEAR ON EITHER COMPETENT NATIVE

SOIL OR COMPACTED STRUCTURAL FILL.

5. RETAINING WALLS HAVE BEEN DESIGNED FOR THE LISTED LATERAL EARTH

PRESSURE AND SURCHARGE, ASSUMING A WELL GRADED AND DRAINED

CONDITION.

6. PLACE ALL BACKFILL ACCORDING TO PROJECT SPECIFICATIONS. BRACE ALL WALLS

AS REQUIRED PRIOR TO AND DURING THE PLACEMENT OF BACKFILL AND UNTIL

SUPPORT FOR THE WALLS ARE IN PLACE.

7. STRUCTURAL ENGINEER FILL SHALL BE USED AS SPECIFIED MEETING THE

FOLLOWING REQUIREMENTS:

A. P200 < 12% B. P40 < 25%

C. SOIL CLASSIFICATIONS SP, SW, GP, OR DUAL SYMBOL CLASSIFICATIONS WITH

NON-PLASTIC FINE MATERIALS

D. SUBMIT ASTM D2487 SOIL CLASSIFICATION TEST DATA FOR APPROVAL OF

EACH PROPOSED MATERIAL

8. COMPACT ALL BACKFILL UNDER FOOTINGS TO THE FOLLOWING REQUIREMENTS:

A. MINIMUM COMPACTION TO 98% OF ASTM D698

B. SOIL WATER CONTENT OF -4% TO 0% OF ASTM D698 OPTIMUM WATER

CONTENT

9. BACKFILL ALONG FOUNDATION WALLS, AND WITHIN THE BUILDING AREA

FOUNDATION WALLS, MEETING THE FOLLOWING REQUIREMENTS:

A. MINIMUM COMPACTION OF 95% OF ASTM D698

B. SOIL WATER CONTENT OF -4% TO 0% FOR GRANULAR NON-COHESIVE SOILS

AND -3% TO +3% FOR COHESIVE SOILS

C. BACKFILL WITH SALVAGED EXISTING SOILS OR IMPORTED SOILS FREE OF

ORGANIC MATTER, FROZEN SOIL, OR DEBRIS AND WITH A LIQUID LIMIT BELOW

D. STRUCTURAL ENGINEER FILL MAY BE USED PER CONTRACTOR OPTION

10. PROTECT ALL FOUNDATIONS FROM THE ACTION OF WATER AND FREEZING.

11. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN, INCLUDING DESIGN

CALCULATIONS, PREPARED AND SEALED BY A PROFESSIONAL ENGINEER IN THE

STATE IN WHICH THE PROJECT IS LOCATED.

12. SEE PRE-ENGINEERED METAL BUILDING NOTES FOR ADDITIONAL FOUNDATION

REQUIREMENTS AND COORDINATION.

MASONRY - SPEC 04 20 00

1. MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402/602 BUILDING CODE

REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES” AND COMPLY

WITH ALL RECOMMENDATIONS AND STANDARDS ESTABLISHED BY THE NATIONAL

CONCRETE MASONRY ASSOCIATION AND THE BRICK INSTITUTE OF AMERICA.

2. CONCRETE BLOCK ARE TO BE PER ASTM C90, GRADE N, TYPE 1 (MOISTURE-

CONTROLLED), NORMAL WEIGHT. MORTAR SHALL BE ASTM C270, TYPE N (USE TYPE

S BELOW GRADE). GROUT FILL SHALL BE PER ASTM C476 (COURSE GROUT) WITH

MAXIMUM 3/8” AGGREGATE AND MINIMUM 28-DAY COMPRESSIVE STRENGTH OF

3,000 PSI.

3. MASONRY CORES CONTAINING REINFORCING OR ANCHOR BOLTS/RODS SHALL BE

FILLED SOLID WITH GROUT. MASONRY BELOW GRADE SHALL HAVE CORES FILLED

SOLID WITH GROUT. MAXIMUM LIFT HEIGHT EQUALS 5’-4”. MECHANICALLY VIBRATE

GROUT IN VERTICAL SPACES IMMEDIATELY AFTER PLACEMENT.

4. PROVIDE A (2) #5 VERTICAL BARS FULL HEIGHT AT ALL MASONRY JAMBS, CORNERS

AND WALL ENDS, UNLESS OTHERWISE NOTED.

5. VERTICAL REINFORCING SHALL BE DOWELED TO THE FOUNDATION.

6. BOND BEAMS SHALL BE REINFORCED WITH (2) #4 CONTINUOUS, UNLESS

OTHERWISE NOTED. PROVIDE BENT CORNER BARS TO MATCH AND LAP BOND BEAM

REINFORCING AT ALL CORNERS AND INTERSECTIONS.

7. LAP SPLICE STEEL REINFORCING BARS 48 DIAMETERS AT SPLICES, UNLESS NOTED

OTHERWISE ON DRAWINGS.

8. LAP SPLICE REINFORCING PER THE FOLLOWING, UNLESS NOTED OTHERWISE:

#3 x 1’-8”, #4 x 2’-0“, #5 x 2’-8”, #6 x 4’-0”, AND #7 x 5’-0”.

9. PROVIDE GALVANIZED WIRE, LADDER TYPE, HORIZONTAL JOINT REINFORCING AT

16” o/c, MAXIMUM, AND AS INDICATED ON ARCHITECTURAL DRAWINGS. HORIZONTAL

JOINT REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS.

10. REINFORCED MASONRY LINTELS SHALL BE SPECIALLY FORMED U-SHAPED LINTEL

OR LOW WEB LINTEL UNITS WITH REINFORCING BARS, OR PRECAST UNITS

DESIGNED FOR THE WEIGHT OF MASONRY ABOVE AND OTHER APPLIED LOADS.

11. REINFORCED MASONRY LINTELS SHALL BE INSTALLED OVER ALL OPENINGS,

UNLESS NOTED OTHERWISE. DO NOT SPLICE REINFORCING BARS WITHIN LINTELS

AND MAINTAIN BEARING DEPTH EQUAL TO LINTEL DEPTH, MINIMUM, ON EACH SIDE.

UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCEMENT FOR LINTELS SHALL

BE AS FOLLOWS: OPENINGS UP TO 42 INCHES WIDE PROVIDE (2) #5 AT BOTTOM OF 8

INCH DEEP LINTEL, OPENINGS 42 TO 78 INCHES WIDE PROVIDE (2) #5 AT BOTTOM OF

16 INCH DEEP LINTEL, AND FOR OPENINGS OVER 78 INCHES WIDE REINFORCE PER

DRAWINGS.

12. WALL CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY

CONSTRUCTION AT LOCATIONS INDICATED ON ARCHITECTURAL DRAWINGS OR AS

REFERENCED BY TO THE NMCA. CONTROL JOINTS SHALL NOT BE PLACED OVER

OPENINGS, WITHIN THE SPAN OF THE LINTEL, OR WITHIN THE WIDTH OF THE JAMB.

13. MASONRY WALLS SHALL BE BRACED BY OTHER INTERSECTING WALLS, OR BY

ANCHORAGE/BRACING TO THE STRUCTURE ABOVE.

STEEL JOIST - SPEC 05 21 00

1. STEEL JOISTS TO BE FABRICATED AND ERECTED IN ACCORDANCE WITH SJI

SPECIFICATIONS AND OSHA REGULATIONS FOR THE LOADING INDICATED. ERECTION

STABILITY BRACING SHALL BE DESIGNED AND SUPPLIED BY THE FABRICATOR.

2. JOISTS FRAMING INTO OR ON TOP OF COLUMNS SHALL BE FIELD BOLTED TO THE

COLUMNS AND THE BOTTOM CHORDS EXTENDED TO SHOP INSTALLED STABILIZER

PLATES ON THE COLUMNS PER FABRICATOR REQUIREMENTS. DO NOT WELD BOTTOM

CHORD TO STABILIZER PLATES UNLESS NOTED OTHERWISE.

3. FABRICATOR SHALL PROVIDE HORIZONTAL OR DIAGONAL TYPE BRIDGING AND

ANCHORAGE FOR ALL JOISTS AS REQUIRED BY SJI SPECIFICATION, BRIDGING IS

SCHEMATICALLY INDICATED ON THE DRAWINGS.

4. REFER TO STANDARD DETAILS FOR SUPPLEMENTAL FRAMING AT JOIST SUPPORTING

CONCENTRATED LOADS.

5. JOIST SEATS SHALL HAVE THE CAPACITY TO RESIST A LATERAL LOAD APPLIED TO

THE TOP CHORD, PERPENDICULAR TO THE SPAN (ROLLOVER). PROVIDE A MINIMUM

ROLLOVER FORCE OF 2,000 POUNDS FOR SEATS UP TO 3.5 INCHES DEEP AND 1,200

POUNDS FOR SEATS OVER 3.5 INCHES DEEP.

STRUCTURAL STEEL - SPEC 05 12 00

1. STRUCTURAL STEEL, INCLUDING ANCHOR RODS/BOLTS AND BASE PLATES, SHALL

NOT BE FIELD MODIFIED WITHOUT APPROVAL OF THE ENGINEER OF RECORD.

2. FRAMING CONNECTIONS NOT DETAILED, OR CONNECTIONS THAT ARE MODIFIED

FROM THOSE DETAILED, SHALL BE DESIGNED BY THE FABRICATOR FOR THE END

REACTION SHOWN ON THE PLAN (## K). FABRICATOR MAY SELECT AISC SIMPLE

SHEAR CONNECTION THAT MEETS DESIGN REQUIREMENTS AND ERECTOR

PREFERENCE. IF NO REACTION IS PROVIDED, DESIGN FOR ½ THE BEAM MAXIMUM

UNIFORM LOAD PER AISC MANUAL FOR STEEL CONSTRUCTION.

3. MEMBERS NOTED AS ‘CONTINUOUS’ SHALL BE FULLY WELDED AT ALL BUTT SPLICES

OR CONNECTIONS SHALL BE DETAILED TO PROVIDE CONTINUITY.

4. BEAM AND COLUMNS SHALL BE ERECTED TRUE AND PLUMB, PROVIDE TEMPORARY

BRACING.

5. BEARING PLATES FOR STEEL BEAMS AND COLUMNS SHALL BE DRY PACKED WITH

GROUT AS SPECIFIED OR REQUIRED.

6. NO FIELD WELDS ARE TO BE MADE UNTIL THE MEMBERS ARE PROPERLY ALIGNED.

FIELD WELDS ARE TO BE MADE BY COMPETENT WELDERS USING PROPER

ELECTRODES AND AMPERAGE.

7. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1 BY

CERTIFIED WELDERS WITH CURRENT EXPERIENCE IN TYPE OF WELD SHOWN ON

THE DRAWINGS.

8. DO NOT PAINT STEEL TO BE FIREPROOFED, FIELD WELDED, EMBEDDED IN

CONCRETE, OR SPECIALLY PREPARED.

9. SHOP PRIME ALL STRUCTURAL STEEL WITH FABRICATOR’S STANDARD COLOR,

UNLESS NOTED OTHERWISE, PER AISC 360 SECTION M3 AND AISC 303 SECTION 6.5.

PRIMER SHALL BE COMPATIBLE WITH TOP COAT AND FINISH, FIELD TOUCH-UP AS

NECESSARY. COORDINATE TOP COAT AND FINISH WITH ARCHITECTURAL

DRAWINGS, UNLESS OTHERWISE NOTED.

10. LIFE SAFETY COMPONENTS AND LIFTING DEVICES (I.E. GUARD RAILS, STAIRS,

MONORAIL, ETC) SHALL RECEIVE A SAFETY YELLOW TOP COAT.

11. NUMBER ADJACENT TO BEAM SECTION, (##), INDICATES TOTAL NUMBER OF ¾”X4”

LONG HEADED STUDS TO BE EQUALLY SPACED ALONG THE LENGTH OF THE BEAM.

MULTIPLE NUMBERS ADJACENT TO GIRDER SECTION, (##,##,##), INDICATES NUMBER

STUDS TO BE EQUALLY SPACED ALONG SEGMENTS OF THE GIRDER. STUDS ARE TO

BE AUTOMATICALLY WELDED TO THE BEAMS THROUGH THE FLOOR DECK.

12. TOP FLANGES OF BEAMS AND GIRDERS MUST BE FREE OF PAINT, WATER, DIRT,

RUST AND ANY OTHER MATERIALS WHICH INTERFERE WITH THE WELDING

OPERATION OF HEADED STUDS.

13. COLUMN CAP PLATES SHALL BE 3/4 INCH THICK, UNLESS OTHERWISE NOTED.

14. LINTELS IN MASONRY WALLS SHALL HAVE A BEARING OF 1" PER FOOT OF SPAN

EACH END, 6" MINIMUM. LINTEL ANGLES WHICH HAVE NOT BEEN SHOWN

OTHERWISE TO BE AS FOLLOWS FOR EACH 4" OF WALL THICKNESS:

SPANS TO 4"-0" - 3 1/2" x 3 1/2" ANGLE 4'-0" to 6'-0" - 4" x 3 1/2" x 1/4" ANGLE 6'-0" to 8'-0" - 5" x 3 1/2" x 5/16" ANGLE

STEEL DECK - SPEC 05 31 00

1. ROOF DECK SHALL BE PLACED SO AS TO COVER AT LEAST TWO SPANS. SINGLE SPAN

CONDITIONS SHALL NOT BE USED.

2. STEEL DECK SHALL BE GALVANIZED WITH A PROTECTIVE ZINC COATING CONFORMING

TO ASTM A924, DESIGNATION G90.

3. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF

ALL OPENINGS. OPENINGS LARGER THAN 12”, AND AS DETAILED, SHALL HAVE A STEEL

WELDED ANGLE FRAME, PER STANDARD DETAILS, SUPPORTING ALL EDGES.

4. METAL DECK TO BE MANUFACTURED AND ERECTED IN ACCORDANCE WITH SDI

SPECIFICATIONS.

5. STEEL DECKING SHALL BE FASTENED TO SUPPORTING MEMBERS WITH THE

FOLLOWING PATTERNS AND REQUIRED SIDELAPS PER SPAN:

ROOF DECK:

5/8” DIA PUDDLE WELDS IN A 36/4 PATTERN, (1) #10 TEK SCREW SIDELAP FLOOR

DECK:

5/8” DIA PUDDLE WELDS IN A 36/4 PATTERN, (1) WELD SIDELAP

GENERAL REQUIREMENTS

1. DESIGN AND CONSTRUCTION OF THIS PROJECT IS PER THE 2018 "INTERNATIONAL

BUILDING CODE (IBC)" WITH THE INCLUSION OF LOCAL AMENDMENTS

2. REFER TO PROCESS, ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION RELATED TO: DIMENSIONS,

ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS,

STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, MECHANICAL UNIT

LOCATIONS, INSERTS, EMBEDDED ITEMS, ANCHORAGES, AND OTHER NON-

STRUCTURAL ITEMS

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: COORDINATING DETAILS,

ACCURACY OF THE WORK, VERIFICATION OF ALL QUANTITIES AND DIMENSIONS,

SELECTING FABRICATION PROCESSES, MEANS AND METHODS OF CONSTRUCTION,

AND FOR PERFORMING THE WORK IN A SAFE AND SECURE MANNER

4. STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION SHALL BE

THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROVIDE TEMPORARY

SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY

UNTIL THE STRUCTURE IS COMPLETE

5. DISCREPANCIES WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE

WORK

6. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS,

AND CONDITIONS AT THE SITE, INCLUDING FOUNDATIONS. CONFLICTS BETWEEN

THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

7. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCED

IN STRENGTH UNLESS APPROVED BY THE ENGINEER OF RECORD.

8. CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL

CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR

SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THE

CONTRACT DOCUMENTS.

9. PROTECT EXISTING CONSTRUCTION FROM DAMAGE DURING CONSTRUCTION OF

NEW ADDITIONS. MAKE NO CUTS OR ALTERATIONS TO EXISTING CONSTRUCTION,

OTHER THAN THOSE SHOWN ON THE DRAWINGS, WITHOUT THE APPROVAL OF THE

ARCHITECT/ENGINEER. PATCHING SHALL MATCH THAT OF WORK PREVIOUSLY

COMPLETED.

10. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PRODUCT DATA TO

ENGINEER OF RECORD FOR REVIEW OF GENERAL CONFORMANCE WITH CONTRACT

DOCUMENTS. ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE

GENERAL CONTRACTOR PRIOR TO SUBMISSION. SUBMITTALS ARE REQUIRED FOR:

STEEL FRAMING AND DETAILS, JOIST DETAILS FOR FABRICATION AND ERECTION,

CONCRETE MIX DESIGNS, REINFORCING STEEL, FORMWORK AND RESHORING,

METAL BUILDINGS, COLD FORMED STEEL FRAMING, PREFABRICATED METAL

STAIRS, AND WOOD I-JOISTS AND TRUSSES.

11. SPECIAL INSPECTIONS SHALL BE PROVIDED BY AN INDEPENDENT TESTING AND

INSPECTION AGENCY PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE

AND AS NOTED WITHIN THE CONTRACT DOCUMENTS. REPORTS DOCUMENTING THE

RESULTS OF THE TESTING AND INSPECTIONS SHALL BE SUBMITTED FOR REVIEW

AND RECORD.

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