B08_Att_2_ZION_240182_Phase_III_EV_FInal_CD_Package_Drawings.pdf

PROJECT AREA

INDEX

SHEET

SUB

SHEET TITLE OF SHEET

G001

G002

G003

G004

C101

C102

C103

C201

C301

C501

C502

S101

S102

S103

S104

E101

E102

E201

E202

E203

E501

E502

E503

E504

E505

E601

E602

E603

E604

E605

COVER SHEET

LEGEND

ABBREVIATIONS

GENERAL NOTES

PARKING LOT REMOVAL PLAN

PARKING LOT GRADING PLAN

BOX CULVERT SITE PLAN

BOX CULVERT PLAN & PROFILE

PARKING LOT GRADING SECTION(S) & PROFILE

PARKING LOT GRADING DETAILS

DRAINAGE CIVIL DETAILS

STRUCTURAL GENERAL NOTES

BOX CULVERT STRUCTURAL DETAILS

BOX CULVERT STRUCTURAL DETAILS

BOX CULVERT ORNAMENTAL FENCE DETAILS

ELECTRICAL SITE PLAN

ELECTRICAL LAYOUT

CHARGER PAD AND DETAILS

ELECTRICAL DETAILS

EQUIPMENT PAD DETAILS

DUCT BANK DETAILS

GENERAL DETAILS

GAS LINE DETAILS

MAIN SWBD DETAIL (EXISTING)

SWITCHBOARD DETAILS (PROPOSED)

SWITCHBOARD SCHEDULES

EXISTING ONE LINE DIAGRAM

ONE LINE DIAGRAM

FEEDER SCHEDULE

BILL OF MATERIALS

192841

05/31/2024

No. 12890621

MICHAEL

FLICK

2 30

192841

240182

J. WILKERT

J. WILKERT

M. FLICK

4/12/2024 205/31/2024

No. 12890621

1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT

ALL ABBREVIATIONS ARE USED IN THE CONTRACT

DRAWINGS.

3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD"

MAY MEAN MODIFY OR MODIFICATION; "INC" MAY

MEAN INCLUDED OR INCLUDING AND "REINF" MAY

MEAN EITHER REINFORCE OR REINFORCING.

4. SEE INSTRUMENTATION LEGEND SHEET FOR

PROJECT-SPECIFIC EQUIPMENT SYMBOLS,

EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM

ABBREVIATIONS.

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TP

TPD

TPG

TR

TRANS

TRD

TYP

U

UG

ULT

UNFN

UNO

UTIL

V

VA

VAC

VAR

VB

VC

VCP

VCT

VEL

VENT

VERT

VG

VIF

VIN

VOL

VPC

VPI

VPT

VS

VTR

VWC

W/ W/O W

WB

WC

WD

WF

WG

WH

WI

WL

WLD

WM

WP

WS

WSCT

WT

WTHP

WWF

XP

XS

XSECT

XXS

YH

YS

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

PVC COATED RGS

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROCK SLOPE PROTECTION

RIGHT

RESILIENT VINYL TILE

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLOPE

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

R&R R&S R

RA

RB

RCPT

RD

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RF

RFG

RFL

RGH

RGS

RGS-PVC

RH

RL

RLFA

RND

RNG

RO

ROW

RPM

RR

RSP

RT

RVT

RY

S

SA

SAMU

SAN

SB

SC

SCH

SCHEM

SCN

SE

SEC

SECT

SEP

SF

SG

SH

SHT

SHTG

SIL

SIM

SL

SLTD

SLV

SMLS

SOG

SP

SPA

SPEC

SPLY

SPST

SPT

SQ

SR

SS

SST

ST

STA

STD

STIF

STIR

STL

STOR

STR

SUB

SUC

SUSP

SY

SYM

SYMM

SYN

SYS

T&B T&G T

TA

TAN

TBM

TCE

TEF

TEMP

THD

THK

THRESH

TKBD

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PROFILE GRADE LINE

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POLISH

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PAVEMENT

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

N

NA

NAT

NC

NEG

NF

NIC

NO

NOM

NPS

NPT

NS

NTS

NWL

O TO O

OA

OC

OCPD

OD

OED

OF

OFCI

OFOI

OG

OH

OPNG

OPP

OPT

OR

ORD

ORIG

OVFL

OVHG

OZ

P

PA

PAR

PB

PBD

PC

PCC

PCF

PCT

PE

PED

PEN

PERF

PERM

PERP

PF

PFMU

PGL

PH

PI

PKG

PL

PLAS

PLAT

PLBG

PLF

PNEU

POL

POS

PP

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PS

PSF

PSI

PSIA

PSIG

PST

PT

PTN

PVC

PVMT

PWD

PWJ

PZ

Q

QT

QTR

QTY

QUAL

ID

IE

IF

IH

IMP

IN

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IR

IRR

ISO

JB

JCT

JF

JST

JT

K

KB

KCMIL

KD

KO

KSI

KW

L

LAD

LAM

LATL

LB

LCTB

LDG

LDR

LE

LF

LG

LH

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LP

LPS

LR

LT

LTD

LTG

LTL

LTNG

LV

LVL

LVR

LW

LWC

LWL

MA

MACH

MAINT

MAN

MATL

MAX

MB

MBR

MC

MCB

MCJ

MDMJ

MECH

MED

MFR

MH

MIN

MIR

MISC

MJ

MLO

MMB

MO

MOD

MON

MPT

MRGWB

MS

MSL

MT

MU

MULL

MV

MW

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT

GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

F TO F

F&B

FAB

FB

FBD

FBG

FBM

FBO

FC

FCA

FD

FDC

FDR

FDTN

FE

FEC

FES

FEXT

FF

FG

FH

FIG

FIN

FJT

FL

FLEX

FLG

FLOR

FLR

FLS

FN

FO

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FR

FRP

FRTM

FS

FT

FTG

FUR

FURN

FUT

FV

FW

FWD

FWE

FXTR

G

GA

GAL

GALV

GB

GC

GD

GEN

GFCI

GFMU

GG

GJ

GL

GLB

GND

GP

GR

GRTG

GSB

GT

GVL

GW

GWB

GYP

H

HB

HBD

HC

HCL

HD

HDR

HDW

HEX

HGR

HH

HID

HM

HORIZ

HP

HPC

HPS

HPT

HR

HS

HSS

HT

HTG

HV

HVAC

HWD

HWL

HYD

HZ

FACE TO FACE

FACE & BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIB

HARDBOARD

HANDICAPPED, HOLLOW CORE ,HORIZONTAL CURVE

HORIZONTAL CONTROL LINE

HEAD

HEADER

HARDWARE

HEXAGONAL

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

CLG

CLJ

CLKG

CLR

CMH

CMP

CMU

CO

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COOR

CORR

CP

CPLG

CRL

CSC

CSK

CSS

CT

CTR

CTRL

CVT

CU

CW

CY

d D

DB

DBA

DBL

DC

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DI

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DL

DMJ

DMPF

DN

DO

DP

DPDT

DPST

DS

DT

DUP

DWG

DWL

DWR

E

EA

EC

ECC

ED

EDB

EE

EF

EFF

EHH

EIFS

EJ

EL

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQ

EQUIP

EQUIV

ES

ESEW

EST

EW

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXT

CEILING

CONTROL JOINT

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONCENTRIC

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION & FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY

EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

A/C A/E A

AB

ABAN

ABC

ABT

AC

ACK

ACP

ACST

AD

ADDL

ADH

ADJ

AF

AFF

AFG

AGGR

AI

AIC

ALIG

ALT

ALUM

AM

AMB

ANC

AO

AP

APRX

APVD

ARCH

ASSY

AT

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BBD

BC

BD

BE

BF

BITUM

BKG

BL

BLDG

BLK

BLKG

BM

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BP

BRG

BRGP

BRKT

BS

BTU

BTW

BTWLD

BU

BUR

BW

BYP

C TO C

C&G C

CAB

CAP

CAT

CAV

CB

CCB

CCW

CDF

CE

CER

CF

CFL

CHBD

CHD

CHFR

CHH

CI

CIP

CIPB

CIRC

CJ

CKT

CL

AIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE,

CONDUIT

CABINET

CAPACITY

CATALOG, CATALOGIORY

CAVITY

CATCH BASIN

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHALKBOARD

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

GENERAL NOTES:

2/9/2024

J. WILKERT

J. WILKERT

4/12/2024

192841

240182

M. FLICK

30305/31/2024

No. 12890621

SWPPP NOTES:

1. ALL CONTRACTORS/SUBCONTRACTORS SHALL CONDUCT THEIR OPERATIONS IN A

MANNER THAT MINIMIZES EROSION AND PREVENTS SEDIMENTS FROM LEAVING THE

LIMITS OF CONSTRUCTION. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR

THE DEVELOPMENT, IMPLEMENTATION AND COMPLIANCE WITH THE REQUIREMENTS OF

THE PERMIT OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THEIR

ENTIRE CONTRACT. THE RESPONSIBILITY SHALL BE FURTHER SHARED WITH

SUBCONTRACTORS WHOSE WORK IS A SOURCE OF POTENTIAL POLLUTION AS DEFINED

IN THE SWPPP.

2. INSTALL STABILIZED CONSTRUCTION ENTRANCE(S) AS NECESSARY TO REDUCE

SEDIMENT TRANSFER TO PUBLIC PRIVATE ROADS. MAINTAIN STABILIZED DRIVES TO

PREVENT SEDIMENT TRANSFER TO ADJACENT ROADWAYS. REMOVE ALL SEDIMENT

SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT ROADWAYS DAILY OR

MORE FREQUENTLY IF LARGE DEPOSITS OCCUR.

3. PRIOR TO BEGINNING GRADING, EXCAVATION OR CLEARING AND GRUBBING

OPERATIONS, SILT FENCE SHALL BE PLACED ALONG THE PERIMETER OF THE AREAS

TO BE DISTURBED AT LOCATIONS WHERE RUNOFF CAN MOVE OFF SITE. FOR AREAS

NEAR EXISTING WATERWAYS OR WASHES, A SILT CURTAIN SHALL BE CONSTRUCTED

ALONG THE DISTURBANCE AREAS. VEGETATION IN AREAS NOT NEEDED FOR

CONSTRUCTION SHALL BE PRESERVED. AS AREAS REACH THEIR FINAL GRADE,

ADDITIONAL SILT FENCES SHALL BE INSTALLED AS SPECIFIED IN THE PLANS AND/OR AS

REQUIRED BY THE CONTRACTING OFFICER. THIS WILL INCLUDE USING SILT FENCE OR

WATTLES AS DITCH CHECKS AND TO PROTECT EXISTING FACILITIES, TEMPORARY

STABILIZATION SHALL BE COMPLETED AS THE DISTURBANCE AREAS ARE

CONSTRUCTED. IF CONSTRUCTION ACTIVITY IS NOT PLANNED TO OCCUR IN A

DISTURBED AREA FOR AT LEAST 14 DAYS, THE AREA SHALL IMMEDIATELY BE

STABILIZED. THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS.

THE CONSTRUCTION WILL BE COMPLETED WITH ESTABLISHMENT OF SUBSTANTIAL

NATIVE VEGETATION OF ALL DISTURBED AREAS BY THE EROSION CONTROL

CONTRACTOR.

4. ALL CONTRACTORS MUST ADHERE TO GOOD HOUSEKEEPING BEST MANAGEMENT

PRACTICES (BMP's). GOOD HOUSEKEEPING BMP's SUCH AS SANITARY WASTE

MANAGEMENT, SOLID WASTE MANAGEMENT, MATERIAL DELIVERY AND STORAGE,

STREET CLEANING/SWEEPING AND VEHICLE AND EQUIPMENT FUELING AREAS MUST BE

ADDRESSED IN ACCORDANCE WITH THE STATE OF UTAH DEPARTMENT OF

ENVIRONMENTAL QUALITY DIVISION OF WATER QUALITY. CONTRACTOR DISPOSAL OF

UNUSED CONSTRUCTION MATERIALS AND CONSTRUCTION MATERIAL WASTES SHALL

COMPLY WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL REGULATIONS. IN THE

EVENT OF A CONFLICT WITH OTHER GOVERNMENTAL LAWS, RULES AND REGULATIONS,

THE MORE RESTRICTIVE LAWS, RULES OR REGULATIONS SHALL APPLY.

5. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL TEMPORARY EROSION CONTROL

MEASURES IN PROPER WORKING ORDER, INCLUDING CLEANING, REPAIRING OR

REPLACING THEM THROUGHOUT THE CONTRACT PERIOD. CLEANING OF SILT

CONTROL DEVICES SHALL BEGIN WHEN THE FEATURES HAVE LOST 50% OF THEIR

CAPACITY.

6. DURING ACTIVE CONSTRUCTION, PERMITTEES MUST INSPECT DESIGNATED AREAS AT

LEAST ONCE EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM

AND/OR SNOW MELT EVENT OF 0.5 INCHES OR GREATER. NPS REQUIRES THAT

PERMITTEES PERFORM A "WALK THROUGH" INSPECTION OF THE CONSTRUCTION SITE

BEFORE ANTICIPATED STORM EVENTS (OR SERIES OF EVENTS SUCH AS INTERMITTENT

SHOWERS OVER A PERIOD OF DAYS) THAT COULD POTENTIALLY YIELD A SIGNIFICANT

AMOUNT OF RUNOFF. INSPECTIONS MUST BE PERFORMED BY QUALIFIED PERSONNEL

WITH EITHER THE OPERATOR'S OWN PERSONNEL OR CONSULTANTS HIRED TO

PERFORM THE INSPECTIONS. THE INSPECTORS MUST BE KNOWLEDGEABLE AND

POSSESS THE SKILLS TO ASSESS CONDITIONS AT THE CONSTRUCTION SITE THAT

COULD IMPACT STORM WATER QUALITY AND ASSESS THE EFFECTIVENESS OF

CONDITIONS AT THE CONSTRUCTION SITE THAT COULD IMPACT STORM WATER

QUALITY AND ASSESS THE EFFECTIVENESS OF SEDIMENTATION AND EROSION

CONTROL MEASURE CHOSEN TO CONTROL THE QUALITY OF THE SITES STORM WATER

DISCHARGES.

7. ALL CONTRACTORS MUST COMPLY WITH ALL NOISE AND DUST CONTROL

REQUIREMENTS FOR THE STATE OF UTAH AND ZION NATIONAL PARK.

8. BARRICADES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD).

9. ALL CONTRACTORS SHALL COMPLY WITH NPS REQUIREMENT FOR 100% NATURAL

MATERIALS IN EROSION CONTROL BATTING, ETC.

GENERAL NOTES:

1. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE

INCLUDING SAFETY OF PERSONS AND PROPERTY.

2. CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE

RULES AND REGULATIONS ESTABLISHED BY ALL

FEDERAL, STATE AND LOCAL AGENCIES HAVING

JURISDICTION OVER THE WORK.

3. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY

LOCATIONS, WHETHER SHOWN ON THE DRAWINGS OR

NOT, PRIOR TO EXCAVATION.

4. ALL EQUIPMENT AND VEHICLES BROUGHT TO THE SITE

WILL REQUIRE INSPECTION BY COR ENVIRONMENTAL

PRIOR TO BEING ALLOWED ON THE SITE TO ENSURE

THAT NO SEEDS OR OTHER DELETRIOUS MATERIALS

ARE BROUGHT INTO THE PARK.

5. UNDERGROUND UTILITY LOCATIONS SHOWN ARE FROM

INFORMATION PROVIDED BY UTILITY COMPANIES.

UTILITY COMPANIES MAKE NO WARRANTEES OR

GUARANTEES REGARDING THE ACCURACY OF THE

INFORMATION CONTAINED IN THEIR DOCUMENTS &

PROVIDES IT ONLY AS GENERAL INFORMATION TO THE

RECEIVER. FOR SPECIFIC LOCATIONS DURING

CONSTRUCTION CALL "DIGGERS HOTLINE" 1-800-662-4111

PRIOR TO DIGGING.

2/9/2024

J. WILKERT

J. WILKERT

4/12/2024

192841

240182

M. FLICK

30405/31/2024

No. 12890621

0.87

1.04

0.5

0.280.25

0.21

10+00 11+00 12+00 13+00 14+00

BP

0+

20+00

21+00 21+14.86

EDGE OF PHASE 3

EDGE OF PROPOSED PARKING LOT GRADING

MATCH EXISTING

TO MAINTENANCE FACILITY

EXISTING PHASE 1 AND 2 BUS CHARGING

DISPENSER ISLANDS (TYP)

EXISTIN

G

PAR

KIN

G

LO

T AC

C

ESS

PHASE 3 PARKING LOT

CENTERLINE HCL

SAM

M

Y'S C

AN

YO

N

D R

AIN

AG

EW

AY

EXISTING PARKING LOT

TIE-IN HCL

REMOVAL OF

ASPHALT MAT 3,052 SY

RPT#1

RPT#2

RPT#3

RPT#4

RPT#5

RPT#6

RPT#7

LEGEND:

ASPHALT MAT REMOVAL

NOTES:

1. LIMITS OF REMOVAL DESIGNATED BY (RPT) POINTS.

EDGE OF EXISTING ASPHALT IS ASSUMED AS REMOVAL

BOUNDARY FOR ALL AREAS NOT DESIGNATED

BY POINTS.

2. SEE SHEET C301 FOR PHASE 3 PARKING LOT

CENTERLINE HCL & EXISTING PARKING LOT

TIE-IN HCL LAYOUT INFORMATION.

3. SEE SHEETS C103, C201 & C502 FOR STORM

DRAINAGE LAYOUT INFORMATION AND DETAILS.

EXISTING 48" CULVERTS TO BE REMOVED

(3X) 52 LF EACH

RPT#_ REMOVAL POINT

RPT#8

PRESERVE AND PROTECT EXISTING ASPHALT

SURFACES NOT SLATED FOR REMOVAL

EXISTING CULVERT

TO BE REMOVED

106 LF

2/9/2024

J. WILKERT

J. WILKERT

4/12/2024

192841

240182

M. FLICK

30505/31/2024

No. 12890621

0.87

1.04

0.5

0.280.25

0.21

1.01

SL

-1

+0

SL

-2

+0

SL

-3

+0

SL

-4

+2

5.

10+00 11+00 12+00 13+00 14+00 14+72.81

BP

0+

20+00

21+00 21+14.86

C

C

C

C

EDGE OF PHASE 3

EDGE OF PROPOSED PARKING LOT GRADING

MATCH EXISTING

TO MAINTENANCE FACILITY

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING PHASE 1 AND 2 BUS CHARGING

DISPENSER ISLANDS (TYP)

PHASE 3 BUS CHARGING STATIONS

TURN AROUND LOT (BASE COURSE SURFACING)

(SEE NOTE 6)

EXISTIN

G

PAR

KIN

G

LO

T AC

C

ESS PT#1

MATCH EXISTING EDGE OF PAVEMENT

R =50'

R=30'

1:1 BOULDER WALL TO

REMAIN CLEAR SAMMYS CANYON

DRAINAGEWAY(SEE DETAIL SHEET)

3:1 FILL SLOPE

TYP

PHASE 3 PARKING LOT

CENTERLINE HCL

LIMIT OF 1:1 BOULDER WALL

N: 10040340.5203 E: 1208134.321

LIMIT OF 1:1 BOULDER WALL

N: 10040302.2438 E: 1208146.4788

PHASE 3 BUS CHARGING STATIONS

TURN AROUND LOT (BASE COURSE SURFACING)

(SEE NOTE 6)

SAM

M

Y'S C

AN

YO

N

D R

AIN

AG

EW

AY

EXISTING PARKING LOT TIE-IN HCL

(SEE PROFILE SHEET C301)

PHASE 3 BUS CHARGING STATIONS

PARKING LOT (ASPHALT SURFACING)

PT#2

PT#3

PT#4

PT#5

PT#6

PT#7PT#8

PT#9

PT#10

PT#11

PT#12

PT#13

PT#14

PT#15

PT#16

PT#17 PT#18

PT#19

PT#20

PT#21

PT#22

PT#23

3:1 FILL SLOPE

TYP

3:1 FILL SLOPE

TYP

R =48'

R =160'

EDGE OF PHASE 3

EDGE OF PROPOSED PARKING LOT GRADING

MATCH EXISTING

LEGEND:

BASE COURSE SURFACING

ASPHALT SURFACING

EDGE OF ASPHALT SURFACING

EXISTING EMPLOYEE PARKING LOT

NOTES:

1. SEE SHEET C301 FOR PHASE 3 PARKING LOT

CENTERLINE HCL & EXISTING PARKING LOT

TIE-IN HCL LAYOUT INFORMATION.

2. SEE SHEET C501 FOR 1:1 BOULDER WALL DETAILS.

3. SEE SHEET C301 FOR SECTION AND PROFILE VIEWS.

4. SEE SHEETS C103, C201, C502 FOR STORM DRAINAGE

LAYOUT INFORMATION AND DETAILS.

5. SEE SURFACING SECTION DETAILS SHEET C501.

6. BASE COURSE AREAS ARE TEMPORARY UNTIL

REGRADED AND SURFACE COURSE IS ADDED IN THE

ULTIMATE SOUTH ENTRANCE PROJECT IS

CONSTRUCTED.

7. PAVEMENT / GRADING SHOULD MATCH EXISTING

FINISH GRADED ELEVATIONS ANYWHERE LINEAR

JOINTS OCCUR.

APT#1APT#2

APT#3

APT#4

APT#5

APT#6

C501

C501

C501

C501

PARKING LOT GRADING POINT

ASPHALT LIMIT GRADING POINT

PT#_

APT#_

APT#7

APT#8

APT#9

169' LANDSCAPE WALL

SOLAR CANOPY (FUTURE WORK)

NOT TO BE CONSTRUCTED AS PART

OF THIS PROJECT

2/9/2024

J. WILKERT

J. WILKERT

4/12/2024

192841

240182

M. FLICK

30605/31/2024

No. 12890621

2/9/2024

192841

1.68% -33.36%

.3

7' L

EL

1.

0.

EL

2.

0.

EL

2.

.4

7' R

EL

3.

.1 8'

R

EL

1.

-4.14%

-1.79% 2.10%

-20.34% -7.48%

-3.40%

-2.12%

-13.26% -4.74%

-2.39% 2.17%

-33.31%

.2

7' L

EL

0.

0.

EL

2.

0.

EL

2.

.6

2' R

EL

2.

.9

6' R

EL

3.

.4

5' R

EL

8.

.2

7' L

EL

0.

0.

EL

2.

0.

EL

2.

.6

2' R

EL

2.

.9

6' R

EL

3.

.4

5' R

EL

8.

.5

8' L

EL

2.

.2

0' L

EL

7.

0.

EL

7.

0.

EL

7.

.2

6' R

EL

7.

.6 9'

R

EL

6.

.0

0' R

EL

3.

161.20' L

EL 3948.21 15

6.

' L

EL

8.

0.

' L

EL

8.

0.

' L

EL

0.

.5

0' L

EL

1.

0.

EL

1.

0.

EL

1.

.1

9' R

EL

3.

59.51' R

EL 3952.65

20+00 21+00 21+50

3.64%

VP

I S

TA

0+

EL

1.

VP

I S

TA

0+

.4

EL

5.

VP

I S

TA

0+

EL

1.

VP

I S

TA

0+

.4

EL

5.

.8

.3

.7

.1

.6

.8

.5

.7

.4

EXISTING

PARKING LOT

TIE-IN PROFILE

EXISTING GROUND

PROPOSED GROUND

EXISTING GROUND

PROPOSED GROUND

EXISTING GROUND

PROPOSED GROUND

EXISTING GROUND

PROPOSED GROUND

MATCH EXISTING EDGE OF PAVEMENT

MATCH EXISTING EDGE OF PAVEMENT

SECTION SL-1

C103

SECTION SL-2

C103

SECTION SL-3

C103

SECTION SL-4

C103

EXISTING ELEVATION

PROPOSED ELEVATION

EXISTING GROUND

PROPOSED GROUND

2/9/2024

J. WILKERT

J. WILKERT

4/12/2024

192841

240182

M. FLICK

05/31/2024

No. 12890621

ROCK WALL NOTES:

1.) SOILS SHALL BE FREE DRAINING (SANDY

GRAVELS) WITH MINIMAL AMOUNTS OF CLAY OR

SILT.

2.) ROCKS SHALL BE ANGULAR GRANITE OR

DOLOMITE SOTNES, EACH WHICH ARE

NON-SOLUBLE, HARD AND DURABLE.

3.) ROCKS SHALL BE KEYED TOGETHER AND

INTERLOCKED WITH LOWER ROCKS.

4.) BASE ROCKS SHALL BE BURIED TO THE DEPTH

SHOWN.

5.) EARTH SHALL BE THOROUGHLY COMPACTED

BEFORE PLACEMENT OF ROCKS.

6.) A SOILS REPORT PREPARED BY A LICENSED

GEOTECHNICAL ENGINEER SHALL BE DONE

WHERE WATER IS ENCOUNTERED OR WHERE

CLAY & SILT EXISTS.

7.) BASE ROCK DIAMETERS SHALL NOT BE LESS

THAN 3'6". UPPER ROCKS SHALL NOT BE LESS

THAN 2'-0" DIAMETER.

8.) ROCK WALLS HIGHER THAN 4'-0" SHALL HAVE

MINIMUM ROCK FALL AREAS (OR LANDINGS),

CLEAR OF ALL BUILDINGS, OF 10'-0" WIDTH AND

THESE AREAS SHALL HAVE A MINIMUM SLOPE OF

NOT OVER 5%.

9.) ESTABLISHED VEGETATION ALONG THE TOP OF

ALL WALLS IS REQUIRED TO PREVENT WASHING

AND EROSION.

SCALE=

1:1 BOULDERED RETAINING WALL

NTS

C102

SCALE=

ASPHALT PAVING SECTION

NTS

C102

ROCK WALL SCHEDULE

MAX. S

LO

PE

HEIGHT SET BACK

3'-6" 3'-6"

4'-0" 4'-0"

4'-6" 4'-6"

5'-0" 5'-0"

5'-6" 5'-6"

6'-0" 6'-0"

6'-6" 6'-6"

7'-0" 7'-0"

7'-6" 7'-6"

1ST COURSE 2.5'Ø

2ND COURSE 2'Ø

3RD COURSE 1.5'Ø

1ST COURSE 3'Ø

2ND COURSE 2.5'Ø

3RD COURSE 1.5'Ø

1ST COURSE 3.5'Ø

2ND COURSE 2.5'Ø

3RD COURSE 1.75'Ø

1ST COURSE 3.5'Ø

2ND COURSE 3'Ø

3RD COURSE 2'Ø

1ST COURSE 3.75'Ø

2ND COURSE 3.25'Ø

3RD COURSE 2.25'Ø

1ST COURSE 3.5'Ø

2ND COURSE 2.75'Ø

3RD COURSE 2.25'Ø

4TH COURSE 1.5'Ø

1ST COURSE 3.5'Ø

2ND COURSE 3'Ø

3RD COURSE 2.5'Ø

4TH COURSE 1.75'Ø

1ST COURSE 3.75'Ø

2ND COURSE 3'Ø

3RD COURSE 2.5'Ø

4TH COURSE 2'Ø

1ST COURSE 3.5'Ø

2ND COURSE 3'Ø

3RD COURSE 2.5'Ø

4TH COURSE 2'Ø

5TH COURSE 1.25'Ø

DIA. ROCK HEIGHT SET BACK

8'-0" 8'-0"

8'-6" 8'-6"

9'-0" 9'-0"

9'-6" 9'-6"

10'-0" 10'-0"

DIA. ROCK

1ST COURSE 3.75'Ø

2ND COURSE 3.25'Ø

3RD COURSE 2.5'Ø

4TH COURSE 2'Ø

5TH COURSE 1.5'Ø

1ST COURSE 4'Ø

2ND COURSE 3.5'Ø

3RD COURSE 2.75'Ø

4TH COURSE 2'Ø

5TH COURSE 1.5'Ø

1ST COURSE 4'Ø

2ND COURSE 3.5'Ø

3RD COURSE 3'Ø

4TH COURSE 2.5'Ø

5TH COURSE 1.5'Ø

1ST COURSE 4.25'Ø

2ND COURSE 3.5'Ø

3RD COURSE 3'Ø

4TH COURSE 2.5'Ø

5TH COURSE 2'Ø

1ST COURSE 4.5'Ø

2ND COURSE 3.75'Ø

3RD COURSE 3.25'Ø

4TH COURSE 2.5'Ø

5TH COURSE 2'Ø

ASPHALT SURFACE COURSE

(PG 64-28) NON-RUTTING

PLACED IN 3" LIFTS

STABILIZED AGGREGATE BASE COURSE

EXISTING GROUND

6"

10"

SCALE=

BASE COURSE SECTION

NTS

C102

STABILIZED AGGREGATE BASE COURSE

COMPACTED TO 95% IN 4" LIFTS

EXISTING GROUND

16"

BOTTOM ROCKS TO BE BURIED 2'

BELOW FINISH GRADE

FINISH GRADE

ROCKS MUST BE KEYED TOGETHER

AND INTERLOCKED ON LOWER

ROCKS

FINISH

GRADE

M

AX

IM

U

M H

EI

G

H T

2'

3' SHELF

BASE SHALL BE THOROUGHLY

COMPACTED BEFORE ROCKS

ARE PLACED

2/9/2024

J. WILKERT

J. WILKERT

4/12/2024

192841

240182

M. FLICK

301005/31/2024

No. 12890621

06/03/2024

1. EXISTING MEDIUM VOLTAGE JUNCTION

CABINET (ROCKY MOUNTAIN POWER)

2. EXISTING MEDIUM VOLTAGE CONDUCTOR

(ROCKY MOUNTAIN POWER)

3. EXISTING 1500 kVA, 480Y/277V TRANSFORMER

(ROCKY MOUNTAIN POWER)

4. EXISTING 1600 A SWITCHBOARD. SEE SHEET

E504

5. ELECTRIC BUS CHARGERS INSTALLED BY

OTHERS (PHASE I & II)

6. CHARGER DISPENSER (PHASE I & II) (TYP).

INSTALLED BY OTHERS

7. NOT USED

8. PROPOSED 800 A SWITCHGEAR & ATS.

PURCHASED BY GOVERNMENT.

9. PROPOSED PHASE 3 BUS CHARGERS (7

RHOMBUS 60kW). PURCHASED BY

GOVERNMENT AND INSTALLED PER THIS

CONTRACT

10. PROPANE GENERATOR. (16'X9' APPROXIMATE

FOOTPRINT). REFER TO SHEET E503 FOR FUEL

LINE TIE-IN SCHEMATIC

11. PHASE III CHARGER DISPENSERS (TYP OF 13).

PURCHASED BY GOVERNMENT

12. PROPOSED GAS LINE (2" NOM, HDPE, SDR 11)

AND MAIN COMMUNICATION LINE (3" SCH40

PVC). GAS LINE TO BE CONCRETE ENCASED A

MINIMUM OF 2X DIAMETER OF OUTSIDE PIPE.

13. EXISTING 30,000 GALLON PROPANE TANK TO

FEED GENERATOR. REFER TO SHEET E503

FOR FUEL LINE TIE-IN SCHEMATIC.

14. 480 VAC FEED FROM EXISTING SWITCHBOARD

TO PROPOSED SWITCHBOARD

15. FUTURE STORAGE SHED

16. EXISTING COMMUNICATION ENCLOSURE

INSTALLED AS PART OF PHASE II

17. RH80 VAPORIZER PAD WITH 2 PROTECTION

BOLLARDS AND FENCING. FIELD LOCATE AT

LEAST 15FT OUTSIDE OF PROPANE TANK

FENCING.

18. PULL BOX FOR COMMUNICATION CONDUIT TO

BUS MAINTENANCE FACILITY

19. INSTALL TWO 75 FOOT SPARE 3" PVC

CONDUITS CROSSING THE PROPOSED

CULVERT AS SHOWN. CAP CONDUIT AND BURY

FOR FUTURE USE.

SEE EXPANDED

BUS PARKING PLAN

ON SHEET E102

05/31/2024

No. 13153174

ALEXANDER

DANIEL MANCINI

CD1-2

CD2-2

CD1-1 CD2-1

CD4-2 CD5-2

CD4-1 CD5-1

CD3-1

CD7-2

CD6-2

CD6-1

CD7-1

1. PROPOSED 800 A SWITCHGEAR & ATS.

PURCHASED BY GOVERNMENT

2. PROPOSED BUS CHARGERS (7 RHOMBUS

60kW). PURCHASED BY GOVERNMENT

3. 500 kW GENERATOR. PURCHASED AND

INSTALLED PER THIS CONTRACT

4. PHASE III CHARGER DISPENSERS (TYP OF 13).

PURCHASED BY GOVERNMENT

5. PROPOSED GAS LINE AND MAIN

COMMUNICATION LINE

6. 480 VAC FEED FROM EXISTING SWITCHBOARD

TO PROPOSED SWITCHBOARD - SEE ONE LINE

DIAGRAM AND FEEDER SCHEDULE ON SHEET

E602

7. CONDUIT AND CABLE FROM CHARGER TO

DISPENSER - SEE ONE LINE DIAGRAM AND

FEEDER SCHEDULE

8. NOT USED

9. FUTURE STORAGE SHED

10. NOT USED

11. PROVIDE 18" TALL BY 4" SQUARE RECEPTACLE

BOLLARD WITH (1) 20 AMP GFCI RECEPTACLE

EQUAL TO B-K LIGHTING: RB-RE1-BLW (TYP)

CS1 CS3 CS5 CS7

CS6CS4CS2

SEE DETAIL 1 ON

SHEET E201

SEE DETAIL 3 ON

SHEET E201 FOR

TYPICAL DUAL

DISPENSER

SEE DETAIL 2 ON

SHEET E201 FOR

TYPICAL SINGLE

DISPENSER

F E501

C E501

D E501

F E501

E E501

A E501

D E501

F E501

G E501

05/31/2024

No. 13153174

SCALE: NTS

SCALE: NTS

PROPOSED 800A SWBD

SEE SHEET E505

PROPOSED 800A ATS

B E501

H E501

K E501

I E501

CS1 CS3 CS5 CS7

CS2 CS4 CS6

05/31/2024

No. 13153174

SCALE: NTS

SCALE: NTS

05/31/2024

No. 13153174

SCALE: NTS

05/31/2024

No. 13153174

2 3-1

4-1

3-23-2 (TYP) 4-2 (TYP)

1 1 1 2 2 2

2 2 2

3-1 3-1 3-1 3-1 3-1 3-1

3-1 3-1 3-1 4-1

3-2 (TYP)

5-25-1 (TYP)

5-2

5-1

5-1

5-1 (TYP)

PH2-COMS

6-1 (TYP)

6-1 (TYP)

6-1 (TYP)

1. REFER TO FEEDER SCHEDULE ON E604 FOR

CONDUIT AND CABLE RUN DETAILS

2. ALL DUCT BANKS TO BE CONCRETE ENCASED

UNLESS OTHERWISE SPECIFIED

3. REFER TO CALLOUTS ON E102 FOR DUCT

BANK ROUTING

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No. 13153174

SCALE: NTS SCALE: NTS

05/31/2024

No. 13153174

NOTES

REFER TO SHEET E101 FOR GENERAL LOCATION OF EQUIPMENT.

EQUIPMENT, PIPING, AND INSTALLATION MUST BE IN ACCORDANCE

WITH PROVISIONS OF NFPA 58, AND ALL APPLICABLE STATE,

PROVINCIAL AND LOCAL CODES.

PSI

G

PSI

G 2

1" EQUIPMENT

CONNECTION: OUTLET 13

TIE TO EXISTING

PROPANE LIQUID LINE

TYP

6 3/4" EQUIPMENT

CONNECTION INLET

PSI

G

PSI

G

3 REGULATOR OUTLET PRESSURE MUST BE ADJUSTED TO A PRESSURE

BELOW THE VAPOR PRESSURE OF THE SATURATED LP-GAS AT

LOWEST OPERATING TEMPERATURE OR VAPOR MAY RELIQUEFY IN

DOWNSTREAM PIPING

LIQUID PIPING SYSTEM MUST ALLOW FOR OCCASIONAL REVERSE

FLOW TOWARD SUPPLY TANK TO PREVENT EXCESSIVE PRESSURES

DURING OPERATION

16#

ANODE

5 STEEL TO PLASTIC PIPE

TRANSITION FITTING

TO VAPORIZER UNIT (SEE VAPORIZER

SCHEMATIC)

FROM PROPANE TANK

TIE-IN

16#

ANODE

TO GENERATOR UNIT

(SEE GENERATOR

SCHEMATIC)

IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION THE BURNER

CONTROL REGULATOR SHOULD BE PIPED AWAY TO A SAFE DISTANCE

FROM THE VAPORIZER

PIPING SHALL BE FIELD ROUTED AND FINAL TIE-IN LOCATIONS SHALL

BE DETERMINED IN THE FIELD AND VERIFIED BY THE CO.

FIELD FIT FINAL EQUIPMENT CONNECTIONS.

OUTLET PRESSURE REGULATOR SHOULD BE NO MORE THAN 24

INCHES FROM VAPORIZER OUTLET AND LOCATED AT OR ABOVE

CENTRERLINE OF VAPORIZER OUTLET

DO NOT INSTALL A SEPERATOR, DRIPLEG OR OTHER LIQUID TRAP

UPSTREAM OF OUTLET PRESSURE REGULATOR

EXISTING TANK SCHEMATIC (DISPLAYING TIE-IN OF VAPORIZER)

NTS

VAPORIZER

SCHEMATIC

NTS

FIELD FIT FINAL

EQUIPMENT

CONNECTION

GENERATOR

UNIT

STEEL TO PLASTIC PIPE

TRANSITION FITTING

16#

ANODE

GENERATOR SCHEMATIC

NTS

FROM VAPORIZER UNIT

(SEE VAPORIZER

SCHEMATIC)

VA

PO

R

IZ

ER

U

N

IT

05/31/2024

No. 13153174

PXM

2260 SPD 1 P

3 P

5 P

RGH

45" 36"

36"

P 2 P 4

P 6

30.00"

3.00" 12.00"

2.50"

13"

39" 3.00" 3.00"

30"

1. SEE EXISTING SWITCHBOARD SCHEDULE ON

SHEET E601

INSTALL NEW CONDUIT FOR

PROPOSED SWITCHBOARD

05/31/2024

No. 13153174

PXM

2260 SPD 1 P

3 P

5 P

RGH

45" 36"

36"

P 2 P 4

P 6

30.00"

3.00" 12.00"

2.50"

13"

39" 3.00" 3.00"

30"

1. EXAMPLE SWITCHBOARD DRAWINGS. TO BE

FINALIZED PRIOR TO EQUIPMENT

PROCUREMENT

2. SEE PROPOSED SWITCHBOARD SCHEDULE ON

E601

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No. 13153174

EXISTING SWITCHBOARD SCHEDULE

PROPOSED 800A SWITCHBOARD SCHEDULE

EXISTING PANEL SCHEDULE (PANEL A)

TO BE REPLACED

WITH 800 A

BREAKER UNDER

PHASE 3 PROJECT

1. PER ROCKY MOUNTAIN POWER EMS MUST

LIMIT DEMAND TO LESS THAN 1000 KVA

2. REFER TO NEC 625.42 AND 750.30(C) FOR

ENERGY MANAGEMENT REQUIREMENTS

UTILIZE SPARE FOR

PHASE 3 ISLAND

RECEPTACLES AND

COM CABINET

REPLACE WITH NEW

60A BREAKER FOR

FUTURE STORAGE

SHED

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No. 13153174

REPLACE EXISTING 100 A

BREAKER WITH 800 A

BREAKER

1. UTILIZE SPACE RESERVED FOR (4) 100 A 3PH

BREAKERS FOR (1) 800 A 3PH BREAKER

2. UTILIZE SPARE BREAKERS IN PANEL A FOR

ISLAND RECEPTACLES AND PROPOSED

STORAGE SHED

3. CONTRACTOR TO PURCHASE AND INSTALL

BREAKER

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No. 13153174