4-Attachment D Plans.pdf

U.S. Standard Units (Inch-Pound Units)

ALL UNITS IN FEET UNLESS

OTHERWISE NOTED

UTAH DEPARTMENT OF TRANSPORTATION

SHEET

NO.

REGION ONE PRECONSTRUCTION ENGINEER

DESIGN ENGINEER

VERIFIED FOR SUBMISSION FOR ADVERTISEMENT

APPROVED FOR ADVERTISEMENT

APPROVED FOR USE

(TITLE), (LOCAL GOVERNMENT)

VICINITY MAP

ARIZONA

WYOMING

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I-1

I-1

I-70

I-7

6-50

40I-80

I-80

I-8

BOX ELDER CACHE RICH

WEBER

MORGAN

DAVIS

TOOELE

SALT LAKE

UTAH

WASATCH

SUMMIT DAGGETT

DUCHESNE

UINTAH

CARBON

JUAB

MILLARD

BEAVER

IRON

WASHINGTON KANE

GARFIELD

PIUTE WAYNE

EMERY

GRAND

SAN JUAN

SANPETE

SEVIER

SITE DEVELOPMENT IMPROVEMENT PLANS

FOR

UTAH DEPARTMENT OF TRANSPORTATION

STATE FUNDED PROJECT

BRIGHAM CITY MAINTENANCE SITE IMPROVEMENTS

BOX ELDER COUNTY

60 POWER PLANT RD, BRIGHAM CITY, UT 84302

PROJECT NUMBER PIN: TBD

BRIGHAM CITY SITE

SITE

200 SOUTH

EA

ST

US HWY 89

U S

H W

Y

BRIGHAM

CITY

SHEET INDEX

PAGE # SHEET # DESCRIPTION

1 G-1 COVER

2 G-2 NOTES & CONTACTS

3 G-3 NOTES

4 G-4 LEGEND

5 EX-1 EXISTING CONDITIONS

6 DM-1 DEMOLITION PLAN

7 CS-1 SITE & HORIZONTAL PLAN

8 CS-2 SITE & HORIZONTAL PLAN

9 CU-1 UTILITY PLAN

10 CG-1 GRADING & DRAINAGE PLAN

11 CG-2 WASH RACK ENLARGED PLAN

12 EC-1 EROSION CONTROL PLAN

13 DT-1 DETAILS

14 DT-2 DETAILS

15 DT-3 DETAILS

16 DT-4 DETAILS

17 DT-5 DETAILS

18 DT-6 DETAILS

19 DT-7 DETAILS

SHEET INDEX

PAGE # SHEET # DESCRIPTION

20 DT-8 EROSION CONTROL DETAILS

21 DT-9 EROSION CONTROL DETAILS

22 DT-10 EROSION CONTROL DETAILS

23 S0.1 GENERAL NOTES

24 S0.2 GENERAL DETAILS

25 S1.0 FOUNDATION PLAN

26 S1.1 FOUNDATION MATERIAL BINS

27 S1.2 WASH RACK PLAN

28 S1.3 SANDER RACK PLAN

29 S1.4 BRINE VAULT PLAN

30 S2.0 FOUNDATION DETAILS

31 S2.1 FOUNDATION DETAILS II

32 S2.2 MATERIAL BIN DETAILS

33 S2.3 WASH RACK DETAILS

34 S2.4 WASH RACK DETAILS II

35 S2.5 WASH RACK DETAILS III

36 S2.6 WASH RACK DETAILS IV

37 S2.7 SANDER RACK DETAILS

38 S2.8 BRINE VAULT DETAILS

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1. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARD DRAWINGS AND SPECIFICATIONS OF THE GOVERNING JURISDICTIONAL ENTITY(IES) FOR THIS PROJECT, UNLESS OTHERWISE NOTED.

SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE

INFORMATION.

2. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED AND STAMPED

CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED

UTILITIES AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE

LOCATIONS TO THE DESIGN ENGINEER.

3. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS

REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE

CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE

USE ON SITE SHALL BE DISPOSED OF OFF SITE.

4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.

SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND

DISCIPLINES INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE

GENERAL CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF

WORK. NO EXTRA COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL

CONTRACTOR AND/OR SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE

WITH OTHER TRADES.

5. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MOST RECENT VERSIONS OF THE MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES AND LOCAL CITY STANDARDS.

6. THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS

GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS

CONSTRUCTED WITHIN THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED

STRUCTURAL ENGINEER PRIOR TO THE CITY'S FINAL ACCEPTANCE.

7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT OVERHEAD POWERLINES EXIST ON THE

PROJECT SITE. ALL CARE AND CAUTION IS TO BE EXERCISED TO ENSURE THE SAFETY OF

PERSONS AND PROPERTY AROUND THE POWERLINES.

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A

CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO

ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE.

CAUTION: NOTICE TO CONTRACTOR

USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR

WRITTEN CONSENT.

LEGAL NOTICE TO CONTRACTOR

PROJECT SPECIFICATIONS AND STANDARDS

1. UTAH DEPARTMENT OF TRANSPORTATION (UDOT) STANDARDS & SPECIFICATIONS 2017

2. BRIGHAM CITY CORPORATION PUBLIC WORKS STANDARDS 3RD ED., JULY 2005

3. APWA STANDARD PLANS 2017 ED.

4. FIELD SURVEY OF EXISTING UTILITIES & CONDITIONS CONDUCTED AUGUST 2019, BY

HORROCKS ENGINEERS.

1. HORROCKS ENGINEERS HAS PREPARED GRADING PLANS TO CONTAIN THE RUNOFF AS REQUIRED BY THE JURISDICTIONAL ENTITY. SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS

SHEET FOR MORE INFORMATION.

2. IT IS UDOT'S RESPONSIBILITY TO COMPLETE AND MAINTAIN THE FINAL GRADING ON THEIR

PROPERTY IN ACCORDANCE WITH THE DRAINAGE CONCEPT IDENTIFIED IN THE GRADING AND

DRAINAGE PLAN. THE PROPERTY OWNER IS RESPONSIBLE, IN PERPETUITY, FOR INSPECTING AND

MAINTAINING PROPER DRAINAGE DURING CONSTRUCTION AND WHEN RE-GRADING OR MAKING

MODIFICATIONS TO DRAINAGE FACILITIES THAT AFFECTS THEIR PROPERTY.

3. THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT, PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING

OPERATIONS INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION, PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY

THE CONTRACTOR IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND STANDARDS

SECTION ON THIS SHEET.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY HORROCKS ENGINEERS IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS

AND ANY FIELD OBSERVATIONS.

5. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE

CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONAL.

6. THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR

POLLUTION CAUSED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ALSO PROVIDE

SUITABLE MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE, ACCESS ROADWAYS, AND

ADJACENT PROPERTIES IN A CLEAN CONDITION.

7. ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF

THE JURISDICTIONAL ENTITIES.

8. PRIOR TO CONSTRUCTION, AN EROSION AND SEDIMENT CONTROL PLAN WILL BE SUBMITTED TO THE

UDOT STORMWATER COORDINATOR FOR APPROVAL.

GRADING & DRAINAGE NOTES

GENERAL NOTES

CATV SERVICE & TELEPHONE POWER

BEAR RIVER WATER C.D.

102 WEST FOREST STREET

BRIGHAM CITY, UT 84302

435-723-7034

JILL JEPPSEN

JILLJ@BRWCD.COM

WATER

UTILITY CONTACTS

WATER

1. RAISE ALL UTILITIES, SUCH AS MANHOLES, METER SETTERS, FIRE HYDRANTS, WATER VALVE LIDS, ETC. TO ROADWAY OR PROJECT FINISHED GRADE AS MAY BE APPLICABLE.

2. 12 GAUGE COPPER LOCATE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATION PURPOSES.

THE WIRE SHALL BE BROUGHT UP AT EACH VALVE BOX AND HYDRANT.

3. ALL REMOVED EXISTING WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED

OF ACCORDING TO GOVERNING REGULATIONS.

SEWER

1. ALL NEW SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED.

2. SEWER LENGTHS AND SLOPES ARE MEASURED FROM CENTER-CENTER OF MANHOLES.

3. ALL REMOVED EXISTING SEWER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED

OF ACCORDING TO GOVERNING REGULATIONS.

POWER

1. CONTRACTOR TO FOLLOW ALL BLUE STAKES PROTOCOLS.

2. ANY ELECTRICAL DESIGN WORK REQUIRED SHALL BE PERFORMED BY A LICENSED ELECTRICAL

ENGINEER UNLESS OTHERWISE CONVEYED AS NOT REQUIRED BY THE LOCAL ENERGY SERVICES.

3. ACCESS TO EXISTING ELECTRICAL EQUIPMENT MUST BE MAINTAINED THROUGHOUT THE PROJECT.

4. CONTACT LOCAL ENERGY SERVICES FOR ANY REQUIRED CHANGES OR CONFLICTS WITH EXISTING

ELECTRICAL INFRASTRUCTURE.

5. CHANGES MADE TO EXISTING INFRASTRUCTURE WILL BE DONE TO THE LOCAL ENERGY SERVICES

STANDARDS AND COMPLETED BY A PRE-QUALIFIED CONTRACTOR OR ENERGY SERVICES.

UTILITY NOTES UTILITY NOTES

Know what's below.

Call before you dig.

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FRONTIER COMMUNICATIONS

435-257-8110

MIKE GILES

ROCKY MOUNTAIN POWER

503-813-6993

LINDY PALMBERG

DOMINION ENERGY

801-324-3970

JOHN STAPLES

JOHN.STAPLES@DOMINIONENERGY.COM

GAS FIBER

CENTURY LINK

801-974-8181

TERESA HINTON

BRIGHAM CITY, STORM, SEWER

BUILDING DEPARTMENT

20 NORTH MAIN

BRIGHAM CITY, UT 84302

435-734-6628

TRACY HALLADAY

THALLADAY@BCUTAH.ORG

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EROSION CONTROL NOTES

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ALL MEASURES STATED ON THIS SHEET, THE EROSION AND SEDIMENT CONTROL PLAN (SHEET EC-1) AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW

SIGNS OF UNDERMINING, OR DETERIORATION.

ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.

AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED.

SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL

BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT

FENCE.

THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP

DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.

THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE

FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY

PARKING AS CONDITIONS DEMAND.

CONTRACTOR SHALL ENSURE THAT OFF-SITE AREAS USED FOR BORROW OR SPOIL OF MATERIALS

USED FOR THIS PROJECT ARE PERMITTED IN ACCORDANCE WITH UPDES REQUIREMENTS AND

APPROPRIATE EROSION CONTROL MEASURE AND BMP'S BE PLACED TO ENSURE THAT EROSION

SEDIMENT IS CONTAINED.

1. THE STORM WATER MANAGEMENT PLAN IS COMPRISED OF EROSION CONTROL PLAN (EC-1), THE STANDARD DETAILS, THE PLAN NARRATIVE, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND

RELATED DOCUMENTS.

2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER MANAGEMENT SHALL

OBTAIN A COPY OF THE STORM WATER MANAGEMENT PLAN AND THE UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (UPDES) AND BECOME FAMILIAR WITH THEIR CONTENTS.

3. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP.

ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS

AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.

4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR

LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL

IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.

5. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT

ALL TIMES.

6. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED

BY THE GENERAL PERMIT.

7. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET

FACILITIES.

8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE

DETAINED AND PROPERLY TREATED OR DISPOSED.

9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION BOOMS SHALL BE

MAINTAINED ON-SITE OR SHALL BE READILY AVAILABLE TO CONTAIN AND CLEAN UP FUEL OR

CHEMICAL SPILLS AND LEAKS.

10. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER

PETROLEUM-BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.

11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE

STATE.

12. ALL STORM WATER MANAGEMENT MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM

WATER MANAGEMENT PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE.

13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14

DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.

14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED

SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS

AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING

PLAN AND/OR LANDSCAPE PLAN.

15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT

SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED

BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.

16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR

INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.

17. ON-SITE AND OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM

EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES.

STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN

ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. CONTRACTOR SHALL USE VEHICLE

TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE.

CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN

NECESSARY, AND REMOVED WHEN THE SITE IS PAVED.

18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE

RUNOFF VELOCITIES AND EROSION.

19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES,

DIVERSION SWALES, ETC.) TO PREVENT EROSION.

20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES

BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR

BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

21. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS

OR IF THE PLAN DOES NOT FUNCTION AS INTENDED.

22. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS

BECOMING FUNCTIONAL.

23. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30

DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL

SOIL-DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER

WITH A DENSITY OF 70% HAS BEEN EMPLOYED.

24. BOX ELDER CREEK CROSSES THE SOUTHERN PORTION OF THE SITE, ENCOMPASSING A PFOA

WETLAND, AS DEFINED BY THE U.S. FISH & WILDLIFE SERVICE.

25. THE SOUTHERN PORTION OF THE SITE LIES WITHIN 100-YEAR FLOOD PLAIN ZONE A AS

DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THIS AREA IS APPROXIMATED

ON SHEET EX-1; SEE THE NATIONAL FLOOD INSURANCE PROGRAM MAP NUMBER 49003C1838D

AVAILABLE AT MSC.FEMA.GOV FOR OFFICIAL DRAWINGS.

26. THERE WILL BE NO ASPHALT OR CONCRETE BATCH PLANTS ON SITE.

27. THERE ARE NO KNOWN HISTORIC PROPERTIES AT THIS LOCATION.

28. THE POTENTIAL FOR SOIL EROSION FOR THIS SITE IS SLIGHT TO MODERATE.

29. DAILY INSPECTIONS BY THE PROJECT SUPERINTENDENT, BI-WEEKLY INSPECTIONS BY THE

CONTRACTOR'S COMPLIANCE OFFICER, AND MONTHLY INSPECTIONS BY THE OWNER'S

CONSTRUCTION MANAGER MUST BE MADE TO DETERMINE THE EFFECTIVENESS OF THE SWPPP.

MAINTENANCE NOTES

STORM WATER POLLUTION PREVENTION PLAN

NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE

SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE

LANDSCAPING/SEED/FINAL STABILIZATION

PERMANENT CONTROL STRUCTURES

FOUNDATION / BUILDING CONSTRUCTION

TEMPORARY CONSTRUCTION ROADS

TEMPORARY CONTROL MEASURES

ROUGH GRADE / SEDIMENT CONTROL

FINISH GRADING

SITE CONSTRUCTION

STORM FACILITIES

STRIP & STOCKPILE TOPSOIL

CONSTRUCTION SEQUENCE SEP JUL AUGMAYAPR JUN DECOCT NOV JAN FEB MAR

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VE

D B

Y

AP

PR

O

VE

D

SHEET NO.

U

TA

H D

EP

A

R

TM

EN

T

O F

TR

A

N

SP

O R

TA

TI

O N

D

AT

E

R

EV

IS

IO

N S

R

EM

AR

KS

D

AT

E N

O

Q C

C H

EC

KE

D B

Y

PR

O

JE

C

T

PR

O

JE

C

T N

U M

BE

R

PI

N

PR

O

FE

SS

IO

N

AL

E

N G

IN

EE

R

3/4'' W

1'' W

2'' W

3'' W

4'' W

6'' W

8'' W

WATER

PROPOSEDEXISTING

W W

A ALGEBRAIC GRADE CHANGE

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CEMENT

BC BUILDING CORNER

BEL BURIED ELECTRIC LINE

BF BOTTOM OF FOOTING

BLDG BUILDING

BM BENCHMARK

BP BEGIN POINT

BV BUTTERFLY VALVE

C&G CURB & GUTTER

CB CATCH BASIN

CL CENTERLINE

CLR CLEAR

CO CLEANOUT

CONC CONCRETE

Cu COPPER

C.Y. CUBIC YARD

DIA DIAMETER

DIP DUCTILE IRON PIPE

DWG DRAWING

E EAST OR EASTING

EA EACH

EL ELEVATION

EOC EDGE OF CONCRETE

EOP EDGE OF PAVEMENT

EP END POINT

ESMT EASEMENT

EX EXISTING

FF FINISHED FLOOR ELEVATION

FG FINISHED GRADE ELEVATION

FL FLOW LINE

FPS FEET PER SECOND

FT FOOT OR FEET

G GAS LINE

GB GRADE BREAK

HP HIGH POINT

HRZ HORIZONTAL

HWM HIGH WATER MARK

ID INSIDE DIAMETER

IN INCH(ES)

L LENGTH

LF LINEAR FEET

L/S LANDSCAPE

LP LOW POINT

MAX MAXIMUM

MFR MANUFACTURER

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

N NORTH OR NORTHING

N/A NOT APPLICABLE

NE NORTHEAST

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OHP OVERHEAD POWER

OWS OIL / WATER SEPARATOR

PC POINT OF CURVE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

Q RATE OF FLOW

R RADIUS

R/W RIGHT OF WAY

REV REVISION

S SOUTH OR SLOPE

S/W SIDEWALK

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SPEC SPECIFICATIONS

SSMH SANITARY SEWER MANHOLE

SS SANITARY SEWER

STD STANDARD

SW SOUTHWEST

TA TOP OF ASPHALT

TBC TOP BACK OF CURB

TC TOP OF CONCRETE

TG TOP OF GRATE

TOS TOP OF SLOPE

TS TOE OF SLOPE

TW TOP OF WALL

TYP TYPICAL

UTC UNTREATED BASE COURSE

VLV VALVE

VRT VERTICAL

W WEST

WTR WATER

UNKNOWN

EXISTING PROPOSED

ELECTRICAL MANHOLE

ABBREVIATIONS

STANDARD SYMBOLS

HATCH PATTERNS

SURFACE FEATURES

BUILDING / PAD

RIPRAP

CONSTRUCTION KEYNOTE TAGS

1-1/2'' W

GRAVEL

D00 OR DEMO PLAN

OR GRADING PLAN

OR SITE PLAN

OR WATER

OR SEWER

OR STORM DRAIN65

G1 G9

D99 50

FO

TV

TB

E

JB

PP

S

SD

W

E

T

FO

W

G

TV

T

CO

fo tv t jb pp s w e t fo w g tv tb co e sd

FIBER OPTIC MANHOLE

TELEPHONE MANHOLE

CABLE TV MANHOLE

ELECTRICAL POWER POLE

ELECTRICAL BOX

FIBER OPTIC BOX

JUNCTION BOX

TELEPHONE BOX

TELEPHONE PEDESTAL

CABLE TV BOX

LIGHT POLE

LIGHT POLE OPT 3

GAS METER

CLEANOUT

SEWER MANHOLE

WATER MANHOLE

WATER METER

FIRE HYDRANT

GATE VALVE

CROSS

TEE

90° BEND

45° BEND

22.5° BEND

11.25° BEND

STORM DRAIN MANHOLE

DROP INLET

CURB INLET

OIL/WATER

SAND/GREASE

FLARED END SMALL

SIGN

BOLLARD

10'' W

12'' W

3/4 INCH

1 INCH

1-1/2 INCH

2 INCH

3 INCH

4 INCH

6 INCH

8 INCH

10 INCH

12 INCH

4'' SD

6'' SD

10'' SD

12'' SD

15'' SD

16'' SD

18'' SD

STORM

PROPOSEDEXISTING

SD SDUNKNOWN

48'' SD

8'' SD

24'' SD

30'' SD

36'' SD

42'' SD

4 INCH

6 INCH

8 INCH

10 INCH

12 INCH

15 INCH

16 INCH

18 INCH

24 INCH

30 INCH

36 INCH

42 INCH

48 INCH

4'' SS

6'' SS

10'' SS

12'' SS

SEWER

PROPOSEDEXISTING

SS SSUNKNOWN

8'' SS

4 INCH

6 INCH

8 INCH

10 INCH

12 INCH

BEL

POWER

PROPOSEDEXISTING

OHPOVERHEAD

UNDERGROUND

BCTV

BFO

TEL

BTEL BTEL

COMMUNICATIONS

PROPOSEDEXISTING

CTVOVERHEAD CABLE TV

FO FO

UNDERGROUND CABLE TV

OVERHEAD FIBER OPTIC

UNDERGROUNG FIBER OPTIC

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

2'' G

GAS

PROPOSEDEXISTING

G GUNKNOWN

2 INCH

HPGHIGH PRESSURE

LOD LOD

GB GB

X X X

CUT LINE

FILL LINE

LIMITS OF DISTURBANCE

DITCH

GRADE BREAK

FENCE - BARBED

FENCE - CHAIN LINK

FENCE - DECORATIVE

FENCE - WOOD

WALL - BLOCK

WALL - PANEL

WALL - ROCK

R/W RIGHT OF WAY

WALL - CONCRETE

CENTERLINE (ROAD/ENTITY)

CURB & GUTTER

PARCEL LINE

PROPERTY BOUNDARY

JUT

TOP TOP

MISCELLANEOUS

PROPOSEDEXISTING

DEMO

TOE

UNKNOWN PIPE

JOINT UTILITY TRENCH

TOE OF SLOPE

TOP OF SLOPE

DIRECTIONAL FLOWLINE

GUARDRAIL

RAILROAD TRACKS

EDGE OF PAVEMENT

top top toe

EXISTING/PROPOSED

CONTOUR - MAJOR

CONTOUR - MINOR

10' PUBLIC UTILITY & DRAINAGE

EASEMENT (P.U.E.)

CONCRETE SIDEWALK /

FLATWORK

HEAVY DUTY

PAVEMENT SECTION

Q

\U T-

-1

U

D O

T M ai nt en an ce s ite R eh ab

\P ro je ct

D at a\

C

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\2 .0

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C on st ru ct io n D ra w in gs

\U T-

-1

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3, 7/21/21

7/

/2

JS

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U A

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B

ID

S

ET

61 OR ELECTRITY64

RE-GRADED ONSITE

BORROW OR BASE

MATERIAL

GARAGE

SALT

STORAGE

BU

IL

D

IN

G

EVAPORATIVE POND

4564 45

4570 45

4564 4566

EAST POWERPLANT ROAD

PARCEL: 03-043-0016

PARCEL: 03-043-0016

PARCEL: 03-043-0015

PARCEL: 03-043-0001

PARCEL: 03-233-0006

PARCEL: 03-043-0031

s pp pp pp e e

200 SOUTH STREET - SR-90

s fo

BOX ELDER CREEK

s s co

ASPHALT

WOOD FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

GATE

GATE

GATE

SALT SPREADER RACK

FFE=4564.44

RETAINING WALL

RETAINING WALL

WOOD FENCE

WOOD FENCE

FLAG POLE

LIGHT

CONCRETE

LIGHT

GAS PUMP

BOLLARD (TYP)

ELECTRIC JUNCTION

BOX 2'x2.5'

BOLLARD

HOSE BIB

POWER POLE

POWER POLE

POWER POLE

BOLLARD (TYP)

DOOR

DOOR

DOOR

AIR CONDITIONER

SEWER MANHOLE

RIM=4567.61

4" PVC FL(NW)=4565.56

ELECTRIC METER

WASH RACK

BUILDING

TUFF SHED

TANK

TANK

SPRINKLER VALVE

SEWER PUMP

RIM=4567.70

4" PVC FL(NE)=UNKNOWN

STORM DAYLIGHT

12" HDUP FL(NW)=4564.51

STORM DAYLIGHT

12" HDUP FL(SE)=4563.40

BUILDING

10'x3' TANK

10'x3' TANK

BOLLARD (TYP)

SEWER MANHOLE

RIM=4585.53

12" RCP FL(NW)=4578.83

12" RCP FL(SE)=4578.93

2" POWER CONDUIT

FIBER OPTIC CABLE 2x2.5

CHAIN LINK FENCE

CONCENTRATOR

WATER VALVE

HOSE BIB

OVERLAND FLOW

CHANNEL

SHOP WATER

DISCHARGE TO POND

4" PVC FL(SE)=4563.73

SEWER MANHOLE

SEWER CLEANOUT

12" RCP SEWER MAIN

12" RCP SEWER MAIN

N61° 28' 56"W 449.36'

N O

R T

H

.0

0'

EAST 570.00'

S

' 3 0"

W

.0

0'

N0° 00' 00"E 2.39' toe toe toe to e to e to e to p to p to p to p to p to p to p to p to p toptop

FEMA 100-YEAR FLOODPLAIN

BOUNDARY

FEMA 100-YEAR FLOODPLAIN

BOUNDARY

FEMA 100-YEAR FLOODPLAIN

BOUNDARY

FEMA 100-YEAR FLOODPLAIN

BOUNDARY

SEWER FORCE MAIN

SIZE UNKNOWN

(APPROX. LOCATION)

JERSEY BARRIERS

WATER PIPE

(APPROX. LOCATION)

FOUND BOX ELDER COUNTY MONUMENT

FOR THE NORTHWEST CORNER

OF THE NORTHWEST QUARTER

OF THE SOUTHEAST QUARTER

SECTION 19, T9N, R1W, SLB&M

N90° 00' 00"E 2703.01'

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

AP

PR

O

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D

SHEET NO.

U

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H D

EP

A

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TM

EN

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IS

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AR

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C H

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D B

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PR

O

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C

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PR

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C

T N

U M

BE

R

PI

N

PR

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FE

SS

IO

N

AL

E

N G

IN

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AM

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TB

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7/

/2

JBD

W

EX-1

EX

IS

TI

N

G C

O N

D

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IO

N

S

H

O R R O C K

S

E

N G I N E E R

S

LOCATED IN THE SOUTHEAST QUARTER OF SECTION 19,

TOWNSHIP 9 NORTH, RANGE 1 WEST,

SALT LAKE BASE AND MERIDIAN

0 80'40'

SCALE: 1" = 80'

N

CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS

IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,

WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT

LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A

CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE

CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE

RELATED TO THE ISSUE.

NOTES

1. THE PURPOSE OF THE SURVEY CONDUCTED IS TO SHOW THE

EXISTING CONDITIONS FOR FUTURE IMPROVEMENTS.

2. EXISTING RIGHT OF WAYS SHOWN ARE ESTIMATIONS AND ARE

FOR REFERENCE ONLY.

Q

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\P ro je ct

D at a\

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\2 .0

Sh ee t F ile s\

C on st ru ct io n D ra w in gs

\U T-

-1

BR

IG

H

AM

C

IT

Y

Ju ly

3, HATCH LEGEND

APPROX. AREA OF FEMA ZONE A

(100-YEAR FLOODPLAIN)

7/21/21

7/

/2

JS

B

JO

SH

U A

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B

LA

C

K

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EA

D Y

TO

B

ID

4564 45

4570 45

4564 4566 s pp pp pp e e s fo s s co toe toe toe to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p to ptoptop

CU

T

CU

T

CU

T

CU

T

CU

T

CUT

CU

T

CU

T

CU

T

CU

T

CU

T

D R

AW

N

B Y

AP

PR

O

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D B

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AP

PR

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D

SHEET NO.

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H D

EP

A

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EN

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SP

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D

AT

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EV

IS

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R

EM

AR

KS

D

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O

Q C

C H

EC

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D B

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PR

O

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C

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PR

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JE

C

T N

U M

BE

R

PI

N

PR

O

FE

SS

IO

N

AL

E

N G

IN

EE

R

BR

IG

H

AM

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Y M

AI

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T.

S

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TB

D

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EG

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N

7/

/2

JBD

W

DM-1

D

EM

O

LI

TI

O

N P

LA

N

H

O R R O C K

S

E

N G I N E E R

S

0 60'30'

SCALE: 1" = 60'

N

DEMOLITION KEYNOTES:

REMOVE AND DISCARD EXISTING STAIRS, WASH STATION,

AND FOOTINGS

REMOVE ASPHALT PAVING

UDOT TO DRAIN POND WATER PRIOR TO CONSTRUCTION.

CONTRACTOR TO DISPOSE OF REMAINING POND SILT,

SLUDGE, OR OTHER DEBRIS

REMOVE AND DISCARD EXISTING VALVE AND HOSE BIB

REMOVE AND DISCARD EXISTING 4IN SEWER PIPE.

REMOVE AND DISCARD EXISTING WATER LINE.

CONTRACTOR TO FIELD VERIFY EXISTING PIPE LOCATION

AND EXTENTS OF DEMOLITION

REMOVE AND DISCARD SANDER RACK STRUCTURE AND

FOUNDATIONS

EXISTING BRINE CONCENTRATOR TO BE REMOVED BY

UDOT PRIOR TO CONSTRUCTION

D01

D02

D03

D04

D05

D06

D07

D08

PROTECTION KEYNOTES:

PROTECT IN PLACE EXISTING POWER POLE TO REMAIN

PROTECT IN PLACE EXISTING UTILITY METER/STRUCTURE

TO REMAIN

PROTECT IN PLACE EXISTING SITE FEATURE/STRUCTURE

TO REMAIN

PROTECT IN PLACE EXISTING UTILITY PIPE TO REMAIN

PROTECT EXISTING CONCRETE SURFACE

PROTECT IN PLACE EXISTING FENCE TO REMAIN

PROTECT IN PLACE EXISTING JERSEY BARRIERS /

RETAINING WALLS TO REMAIN

P01

P02

P03

P04

P05

P06

P07

RELOCATION KEYNOTES:

EXISTING BRINE TANKS AND BRINE PUMP SHED TO BE

RELOCATED BY UDOT PRIOR TO CONSTRUCTION

R01

P01

D01

R01

P02

P05

P05

P05

TYP

P04 P03

P03

D07

P01

D03

CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS

IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,

WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT

LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A

CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE

CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE

RELATED TO THE ISSUE.

NOTES

1. CONTRACTOR SHALL COORDINATE SCHEDULE AND EXTENTS OF DEMOLITION WITH THE UDOT SITE

SUPERINTENDENT AND ADJACENT PROPERTY OWNERS. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY

TO PREVENT DISRUPTION OF ADJACENT BUSINESSES.

2. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND BRIGHAM CITY OFFICIALS 48 HOURS PRIOR TO THE

START OF ANY DEMOLITION.

3. CONTRACTOR SHALL INSPECT THE EXISTING STRUCTURES PRIOR TO THE START OF ANY DEMOLITION FOR ANY

CONDITIONS WHICH MAY AFFECT THE DEMOLITION PROCEDURES.

4. ANY CONDITIONS WHICH MAY BE UNCOVERED OR DISCOVERED DURING THE PROCESS OF DEMOLITION SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY. ADDITIONAL EXPENSES INCURRED BY UNFORESEEN CONDITIONS SHALL BE APPROVED BY THE OWNER PRIOR TO THE ADDITIONAL WORK.

5. CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT ALL TIMES DURING THE DEMOLITION

ACTIVITIES.

6. ALL UTILITY SERVICE LINES PROVIDING SERVICE TO ADJACENT PROPERTY OWNERS MUST BE MAINTAINED.

7. ALL TRASH PITS, LOOSE DEBRIS, JUNK, RUBBLE, & GARBAGE TO BE REMOVED AND PROPERLY DISPOSED FROM

ENTIRE SITE. CONTRACTOR TO PLACE PROPERLY COMPACTED FILL IN ALL REMOVED TRASH PITS. CONTRACTOR

TO FILL COMPLETELY ALL HOLES, EXISTING OR CREATED FROM DEMOLITION.

8. FILL UNDER EXISTING/PROPOSED ASPHALT SHALL MATCH DETAIL 1 ON SHEET DT-6 AND BE GRADED TO DESIGN ELEVATION AND SLOPE. FILL IN ALL OTHER AREAS TO BE OF SIMILAR TYPE AND QUALITY OF EXISTING MATERIAL.

D04

P04

P03

SALT STORAGE

GARAGE

FUEL

SANDER RACK

STO

R

AG

E

BOX ELDER CREEK

P02

D02

D05

Q

\U T-

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U

D O

T M ai nt en an ce s ite R eh ab

\P ro je ct

D at a\

C

AD

\2 .0

Sh ee t F ile s\

C on st ru ct io n D ra w in gs

\U T-

-1

BR

IG

H

AM

C

IT

Y

Ju ly

3, D08

P03

HATCH LEGEND

ASPHALT DEMOLITION AREA.

SEE SHEET CS-1 FOR

HORIZONTAL CONTROL

P03

P03

P03

P02

P06

P02

P06

P06

P06

P06

P06

D02

EAST

POWERPLANT

ROAD

P04

P02

P04

7/21/21

7/

/2

JS

B

D06

P03

JO

SH

U A

S.

B

LA

C

K

R

EA

D Y

TO

B

ID

S

ET

P07

P02

P05

P05

P03

P01

P07

P07

10'' SD

10'' SD

10'' SD

pp pp e jb s co to e

CP #1

CP #4

6'' S

S

6'' S

S

6'' S

S

6'' S

S

6'' S

S

W

W

W

W

W

W

W

15'' SD

15'' SD

'' S

D

'' S

D 6'' S

D

6'' S D

6'' SD

SD

S

FI

LL

FI

LL

FI

LL

FILL FILL FILL FILL FILL FILL FILL

FILL

TO

P

TO

P

TOP

TOP

TOP

TOP

TOP

TOP

TO

P

TO

P

TO

P

TOP

TOP

TOP

TOP

TO

P

G B

G B

G B

G B

G B

TOE

TOE

TOE

TOE

TO

E

TOE

TOE

TOE

TO

E

TO

E

TO

P

TOP

TOP

H W

M

HWM

HWM

HWM

HW

M

HWM

HWM

H W

M

6'' SS

CO

FILL

FILL

FILL

FILL

GB

GB

GB

C U

T C

U T

C U

T C

U T

C U

T

SEE ENLARGED PLAN

SHEET CG-2

SEE INSET PLAN

THIS SHEET

WW

W

'' S

D

'' S D

'' S

D

'' S D

BE

L

BEL

22.32'

.6

7.25'

SEE NOTE 3

1.

5'

9.

SE

E N

O

TE

H

O R R O C K

S

E

N G I N E E R

S

D R

AW

N

B Y

AP

PR

O

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D B

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AP

PR

O

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D

SHEET NO.

U

TA

H D

EP

A

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TM

EN

T

O F

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SP

O R

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D

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D

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C H

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D B

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BE

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SS

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N G

IN

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R

0 40'20'

SCALE: 1" = 40'

N

CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS

IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,

WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT

LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A

CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE

CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE

RELATED TO THE ISSUE.

BR

IG

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U T-

-1

TB

D

R

EG

IO

N

7/

/2

JBD

W

CS-1

SI

TE

H

O R

IZ

O

N

TA

L

PL

AN

SALT STORAGE

GARAGE

Q

\U T-

-1

U

D O

T M ai nt en an ce s ite R eh ab

\P ro je ct

D at a\

C

AD

\2 .0

Sh ee t F ile s\

C on st ru ct io n D ra w in gs

\U T-

-1

BR

IG

H

AM

C

IT

Y

Ju ly

3, CONSTRUCTION KEYNOTES:

BRINE TANKS AND BRINE PUMP SHED TO BE REINSTALLED

BY UDOT ON NEW CONCRETE SLAB

FURNISH AND INSTALL MATERIAL STORAGE BIN (SEE

STRUCTURAL)

FURNISH AND INSTALL ASPHALT PAVEMENT SECTION (SEE

DETAIL 1 SHEET DT-6)

FURNISH AND INSTALL 7-FT OF CONCRETE RIBBON CURB

(SEE DETAIL 4 SHEET DT-6)

FURNISH AND INSTALL CONCRETE TANK SLAB WITH 6-INCH

CONTAINMENT CURB (SEE DETAIL 2 SHEET DT-6)

FURNISH AND INSTALL CONCRETE PUMP HOUSE SLAB

(SEE DETAIL 3 SHEET DT-6)

FURNISH AND INSTALL REINFORCED CONCRETE BRINE

VAULT AND MAT FOUNDATION (SEE STRUCTURAL)

FURNISH AND INSTALL EXPANSION JOINT AND 12-INCH

FILLER BOARD BETWEEN STRUCTURAL PAD AND

ADJACENT CURB

FURNISH AND INSTALL 70-FT OF 30-INCH CURB AND

GUTTER (SEE DETAIL 5 SHEET DT-6)

INSTALL PVC PIPE SLEEVE AND KNIFE GATE VALVE (SEE

KEYNOTE 75 SHEET CG-1).

FURNISH AND INSTALL APPROX. 66 FEET OF 4-FT

CONCRETE WATERWAY (SEE DETAIL 6 SHEET DT-6)

FURNISH AND INSTALL APPROX 105 FEET OF 4-FT-WIDE

RIPRAP CHANNEL (SEE KEYNOTE 72 ON SHEET CG-1)

INSTALL NEW UNPAVED SHOULDER, INFILL, YARD

STORAGE, OR STORM WATER DETENTION SURFACE WITH

ACCEPTABLE ON-SITE BORROW MATERIAL. SEE NOTE 2

REGARDING "CUT" AND "FILL" AREAS

FURNISH AND INSTALL NEW 11-BAY SANDER RACK AND

FOUNDATIONS (SEE STRUCTURAL)

2-BAY SANDER RACK ADDITION (SEE BID ADD ALTERNATE

#1)

FUTURE MAG STORAGE TANK (NOT IN CONTRACT)

BOX ELDER CREEK

NOTES:

1. HORIZONTAL CONTROL POINT TABLES ARE GIVEN ON SHEET CS-2.

2. IN "FILL" AREAS, PLACE REUSED ON-SITE BORROW MATERIAL IN LIFTS

NO GREATER THAN 8 INCHES AND COMPACT TO 95% MODIFIED

PROCTOR. IN "CUT" AREAS, SCARIFY THE TOP 6 INCHES AND

RECOMPACT TO 95% MODIFIED PROCTOR.

3. FIELD-VERIFY PUMP SHED DIMENSIONS TO ENSURE SHED WILL BE

FULLY SUPPORTED ON CONCRETE SLAB. CONTACT ENGINEER

IMMEDIATELY IF FULL SUPPORT CANNOT BE ACHIEVED WITH

DIMENSIONS SHOWN.

7/

/2

JS

B R

EA

D

Y

TO

B

ID

S

ET

0 7.5' 15'

SCALE: 1" = 15'

BRINE MAKING ENLARGED PLAN

JO

SH

U A

S.

B

LA

C

K

7/21/21

POINT TABLE

POINT #

NORTHING

3707032.36

3706996.98

3707210.58

3707051.22

3707089.69

3706984.00

3707014.21

3707022.31

3707145.38

3707118.46

3707168.73

3707324.81

3707324.78

3707104.96

3707303.61

3707032.37

3707132.11

3707260.60

3707149.01

3707324.45

3707324.45

3707297.08

3707303.61

3707006.19

3706983.10

3707107.52

3707148.65

3707033.57

3707148.28

3707294.34

EASTING

1504777.64

1504935.53

1504947.86

1504603.95

1504672.81

1504697.54

1504698.17

1504698.33

1504786.71

1504541.15

1504565.95

1504561.94

1504582.04

1504563.54

1504845.09

1504642.62

1504800.81

1504781.49

1504592.83

1504822.59

1504845.09

1504845.57

1504822.59

1504686.62

1504614.50

1504649.37

1504777.36

1504641.01

1504794.61

1504850.09

DESCRIPTION

CP#1 MAG

CP#2 MAG

CP#3 MAG

CP#4 MAG

TBC/EOC

EOP

EOP

EOP

SSMH

FG

EOP/FL

FG

EOP

FL/TOP

EOP/BVW

TOE

EOP

SDI

EOP/BC/GB

EOP/BVW

BVW

FL

EOP/BVW

FL

TOP

EOP/BC/FL

OWS

FL

EOP

EOP

POINT TABLE

POINT #

NORTHING

3707303.70

3707151.38

3707300.73

3707080.03

3707142.11

3707136.61

3707324.60

3707302.91

3707303.22

3707318.22

3707317.91

3707319.96

3707304.96

3707183.97

3707107.00

3707036.01

3707016.68

3706978.78

3707038.51

3707048.51

3707067.70

3707089.48

3707057.50

3707024.47

3707005.86

3707024.00

3707043.59

3707048.35

3707060.58

3706964.17

EASTING

1504712.26

1504589.60

1504716.86

1504664.00

1504804.30

1504786.33

1504712.47

1504792.26

1504760.26

1504760.41

1504792.41

1504584.42

1504584.27

1504639.92

1504692.54

1504637.80

1504685.69

1504655.23

1504556.40

1504556.14

1504552.64

1504566.11

1504650.10

1504643.89

1504669.26

1504563.96

1504559.42

1504526.24

1504507.66

1504659.98

DESCRIPTION

GB

FL

FL

HYD

EOP

EOP

EOP/GB

BC

BC

BC

BC

BC

BC

SDI

SDMH

FL/TOE

TOP

TOE

TOP

TOP

TOP

FL/TOE

FL

TOE

FL/TOE

SDI

FL

FL

FL

TOP

POINT TABLE

POINT #

NORTHING

3707042.94

3707105.54

3707021.54

3707014.57

3707007.86

3707116.93

3707054.55

3707220.35

3707057.79

EASTING

1504534.46

1504554.65

1504567.88

1504557.03

1504681.37

1504564.33

1504661.53

1504551.17

1504649.70

DESCRIPTION

FL

TOP

TOE

TOP

FL/TOP

FL

CO

FG

TBC

toe toe toe toe to e to e to e to e jb

CP #2

CP #3

BR

IG

H

AM

C

IT

Y M

AI

N

T.

S

IT

E

IM

PR

O V.

BR

IG

H

AM

C

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Y, B

O X

EL

D

ER

C

O U

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TY

U T-

-1

TB

D

R

EG

IO

N

7/

/2

JBD

W

CS-2

SI

TE

H

O R

IZ

O

N

TA

L

PL

AN

D R

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B Y

AP

PR

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D B

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D

SHEET NO.

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H D

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AR

KS

D

AT

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D B

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PR

O

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C

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PR

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IN

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CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS

IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,

WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT

LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A

CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE

CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE

RELATED TO THE ISSUE.

Q

\U T-

-1

U

D O

T M ai nt en an ce s ite R eh ab

\P ro je ct

D at a\

C

AD

\2 .0

Sh ee t F ile s\

C on st ru ct io n D ra w in gs

\U T-

-1

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IG

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Ju ly

3, 7/

/2

JS

B

JO

SH

U A

S.

B

LA

C

K

7/21/21

H

O R R O C K

S

E

N G I N E E R

S

0 40'20'

SCALE: 1" = 40'

N

GARAGE

FUEL PUMPS

R

EA

D Y

TO

B

ID

S

ET

NOTE:

CONTROL POINTS HAVE BEEN SET WITH MAG-TYPE SURVEY NAILS

DRIVEN INTO THE EXISTING PAVEMENT. THERE MAY ALSO BE PAINT

AROUND THE NAILS TO ASSIST IN LOCATING. THE CONTRACTOR IS

ADVISED NOT TO COMMENCE WITH SITE DEMOLITION ACTIVITIES

UNTIL ALL CONTROL POINTS HAVE BEEN LOCATED AND TIED INTO

THE CONSTRUCTION SURVEYOR'S STAKING CONTROL.

10'' SD

toe toe toe to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p to ptoptop pp pp pp e jb s s to e

6'' S

S

6'' S

S

6'' S

S

W

W

W

W

15'' SD

'' S

D

6'' S D

6'' SD

SD

S

FI

LL

FI

LL

FILL FILL FILL FILL FILL

TO

P

TOP

TOP

TOP

TOP

TO

P

TO

P

TOP

TOP

TOP

G B

G B

G B

TOE

TOE

TO

E

TOE

TOE

TO

E

TOP

TOP

HWM

HWM

HW

MHWM

H W

M 6'' SS

CO

FILL

FILL

FILL

GB

GB

C U

T C

U T

C U

T

8 LF 6" PVC @ 6.34%

3 LF 6" PVC @ 1.01%

195 LF 6" PVC @ ±1.00%

EXISTING MANHOLE

RIM: 85.53

FL IN: 78.93 12" (SE)

FL OUT: 78.83 12" (NW)

17 LF 6" PVC @ 10.26%

93 LF 2" CTS

±102 LF 2" CTS

63 LF 6" PVC @ ±1.00%

25 LF 2" CTS

23 LF 2" CTS

10 LF 2" CTS

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

AP

PR

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VE

D

SHEET NO.

U

TA

H D

EP

A

R

TM

EN

T

O F

TR

A

N

SP

O R

TA

TI

O N

D

AT

E

R

EV

IS

IO

N S

R

EM

AR

KS

D

AT

E N

O

Q C

C H

EC

KE

D B

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PR

O

JE

C

T

PR

O

JE

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T N

U M

BE

R

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SS

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IN

EE

R

SEWER KEYNOTES:

TRUCK WASH WATER DIVERSION BOX (SEE SHEET CG-2)

FL OUT: 64.38

SUMP: 62.38

EXISTING OIL/WATER SEPARATOR

RIM: 67.61

FL OUT: �

FURNISH AND INSTALL 1200/1500 GAL OIL/WATER

SEPARATOR (SEE DETAIL 1 SHEET DT-5)

RIM: 66.86

FL IN: 63.51 6" (W)

FL OUT: 63.41 6" (E)

FURNISH AND INSTALL 48" MANHOLE (SEE DETAIL 1 SHEET

DT-4)

RIM: 66.86

FL IN: 63.31 6" (W)

FL IN: 63.37 6" (E)

FL OUT: 63.21 6" (SW)

FURNISH AND INSTALL SEWER CLEANOUT (SEE DETAIL 2

SHEET DT-5)

RIM: 64.21

FL OUT: 62.44

EXISTING SEWER PUMP

RIM: 67.70

FL IN: ±61.23 6" (NE) (SEE NOTE 5)

FL IN: UNK ELEV, UNK SIZE (NE)

FL OUT: UNK ELEV, UNK SIZE (S)

CONNECT PIPE TO EXISTING STRUCTURE AT SAME

ELEVATION AS EXISTING PIPE INVERT. CONTRACTOR TO

FIELD VERIFY

ASSUMED EXISTING PRESSURIZED SEWER LATERAL -

LOCATION, SIZE, AND ELEVATION UNKNOWN.

CONTRACTOR TO FIELD VERIFY

ASSUMED EXISTING GRAVITY SEWER LATERAL - LOCATION,

SIZE, AND ELEVATION UNKNOWN. CONTRACTOR TO FIELD

VERIFY

WYE CONNECTION

FL IN: ±61.80

WATER KEYNOTES:

CONNECT TO EXISTING WATER LINE. FIELD-VERIFY

EXISTING VALVE AND LINE CONNECTIONS TO DETERMINE

OPTIMAL TIE-IN FITTINGS AND LOCATION. PROVIDE

DISSIMILAR MATERIAL COUPLERS WHERE APPLICABLE

FURNISH AND INSTALL CURB STOP VALVE (SEE DETAILS 1

AND 3 SHEET DT-7)

FURNISH AND INSTALL ABOVE-GRADE WASH RACK PIPING

AND RISERS (SEE DETAILS 1 AND 2 SHEET DT-7)

FURNISH AND INSTALL FREEZELESS YARD HYDRANT (SEE

DETAIL 3 SHEET DT-7)

LOOP WATER LINE AROUND PROPOSED STORM DRAIN

LINE. MAINTAIN 18" CLEAR VERTICAL SEPARATION AND 4'

OF COVER

CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS

IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,

WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT

LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A

CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE

CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE

RELATED TO THE ISSUE.

BR

IG

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N G I N E E R

S

0 60'30'

SCALE: 1" = 60'N

SALT STORAGE

GARAGE

FUEL

STO

R

AG

E

Q

\U T-

-1

U

D O

T M ai nt en an ce s ite R eh ab

\P ro je ct

D at a\

C

AD

\2 .0

Sh ee t F ile s\

C on st ru ct io n D ra w in gs

\U T-

-1

BR

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Ju ly

3, BOX ELDER CREEK

EAST POWERPLANT

ROAD

7/21/21

7/

/2

JS

B40

ELECTRIC KEYNOTES:

FURNISH AND INSTALL CONDUIT AND FEEDER LINE

BETWEEN EXISTING ELECTRICAL PANEL AND RELOCATED

PUMP SHED. CONTRACTOR TO COORDINATE AND VERIFY

PUMP SHED ELECTRICAL SERVICE REQUIREMENTS WITH

UDOT SITE SUPERINTENDENT TO PROVIDE ALL

NECESSARY CONNECTIONS, COMPONENTS, JUNCTION

BOXES, ETC. TO ENERGIZE EXISTING POWER

RECEPTACLES. ALL FEEDER LINE SHALL BE ENCASED IN

CONDUIT AND ALL WORK SHALL MEET THE

REQUIREMENTS OF NFPA 70, NEC.

JO

SH

U A

S.

B

LA

C

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NOTES:

1. TRUNCATED ELEVATIONS ARE OVER A BASE

ELEVATION OF 4500 FEET.

2. ALL WATER PIPE TO BE 2-INCH C-901 CTS TUBING.

3. ALL SEWER PIPE SHALL BE 6-INCH SDR-35.

4. SEE DETAILS 1 AND 2 SHEET DT-1 FOR PIPE

BEDDING AND TRENCHING REQUIREMENTS.

5. CONTRACTOR TO FIELD ADJUST ALL TIE INS TO

EXISTING FACILITIES AS NECESSARY TO AVOID

CONFLICTS AND ENSURE THE SYSTEMS

FUNCTION AS DESIGNED.

R

EA

D Y

TO

B

ID

S

10'' SD

10'' SD

pp pp e s co to e

6'' S

S

6'' S

S

6'' S

S

6'' S

S

6'' S

S

W

W

W

W

W

W

W

15'' SD

15'' SD

'' S

D

'' S

D 6'' S

D

6'' S D

6'' SD

SD

S

FI

LL

FI

LL

FI

LL

FILL FILL FILL FILL FILL FILL FILL

FILL

TO

P

TO

P

TOP

TOP

TOP

TOP

TOP

TOP

TO

P

TO

P

TO

P

TOP

TOP

TOP

TOP

TO

P

G B

G B

G B

G B

G B

TOE

TOE

TOE

TOE

TO

E

TOE

TOE

TOE

TO

E

TO

E

TO

P

TOP

TOP

H W

M

HWM

HWM

HWM

HW

M

HWM

HWM

H W

M

6'' SS

CO

FILL

FILL

FILL

FILL

GB

GB

GB

C U

T C

U T

C U

T C

U T

C U

T

TA: 64.24

FL: 63.92

TA: 64.51

TA: 66.10

TA: 66.89

FG: 66.65

TA: 67.02

FG: 64.96FG: 65.69

FG: 65.55

FG: 65.79

FG: 65.78

2.

8%

2.6%

2.5% 1.9%

3.3%

4:

2.4%

2.5%

2.7%

2.1%

0.9%

1.9%

2.5

11.8%

5:1

2.4%

FG: 67.09

TA: 64.56

FG: 65.73

FG: 64.26

FG: 61.30

FG: 63.66

FL: 63.38

FG: 63.58

3.

4%

1.3%

2.4%

FL: 62.66

0.0%

1.

8%

TA: 65.46

FG: 64.36

TC: 64.46

TC: 64.46

FG: 64.26

SEE ENGLARGED PLAN

SHEET CG-2

3.1%

FL: 61.03

FL: 58.41

TA: 67.53

PIPE DAYLIGHT

FL: 60.16 15" (NE)

93 LF 15" HDPE @

0.31%

90 LF 15" HDPE @ 0.21%

82 LF 6" P

VC @ 2.61%

TA: 65.15

5.

0%

FG: 65.23

TA: 65.77

TA: 66.87

TA: 65.64

TA: 67.32

FL: 64.51

FG: 60.16

2.2

5:1

FG: 63.66

FG: 63.60

FG: 61.36

FG: 63.66

3:1

0.0%

4.9%

FG: 63.60

45 LF 6" PVC @ 0.56%

FL: 60.16

161 LF 10" HDPE @ 0.50%

FG: 65.35

2.0%

2.6%

2.6%

TA/TC: 65.46TA: 66.72

TA: 66.17

TA: 65.82

1.

4%

TA: 65.74

TA: 64.45

3:1

3:

11.8%

FG: 63.90

FG: 60.16

FG: 64.21

FL: 60.16

TA: 66.93

TA: 67.44

FG: 66.86

2.

0%

1.5%

2.4%

1.

9%

1.

8%

4:1

4:

TA: 65.43

3.8%

FG: 65.76

FG: 65.15

TA: 65.95 FG: 65.67

0.5

FL: 60.16

FL: 64.23

FL: 63.860.

5%

FL: 63.20

3:1

3:

3:

3:1

FG: 63.27

FG: 63.60

FG: 63.66

FG: 63.60

FG: 61.66

FG: 63.66

7.5%

13.6%

45614562

FG: 64.92

FG: 63.60

FL: 63.67

4.6

.6

TA: 66.05

FG: 64.31

FG: 64.63

FG: 65.74

FG: 65.62

FG: 65.68

4:1

4:1

2.7%

1.6%

1.

4%

1.3%

1.

1%

SEE INSET PLAN

THIS SHEET

.5%

TA: 65.55

1.6%

WW

W

'' S

D

'' S D

'' S

D

'' S D

BE

L

BEL

2.2% 1.0%

0.

9%

2.

0%

0.

9%

1.1%

1.1% 1.0%

1.1%

1.0%

1.0%

2.

0%

1.0% 4565

0.5%

2.

7%

1.3

2.3%

FG: 64.35

TA/FL: 64.42 TC/TBC:64.77

FL: 63.91

TBC:64.68

TBC:64.75

TC: 64.64

TBC:64.45

TBC:64.41

TC/TBC:64.51

TC: 64.18

FG: 64.75

TC: 63.95

TC: 64.25 TC: 64.14

FG: 64.09

FL: 63.94

TC/TBC:64.60

TC: 64.78

TA/TC: 64.42

FL: 64.27

FG: 64.66

TA/TC: 64.09

TA/TC: 64.47

TC/TBC:64.66

TC: 64.55

FL: 63.92

TC/TBC:64.89

TBC:64.92

TBC:64.64

0.2%

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

AP

PR

O

VE

D

SHEET NO.

U

TA

H D

EP

A

R

TM

EN

T

O F

TR

A

N

SP

O R

TA

TI

O N

D

AT

E

R

EV

IS

IO

N S

R

EM

AR

KS

D

AT

E N

O

Q C

C H

EC

KE

D B

Y

PR

O

JE

C

T

PR

O

JE

C

T N

U M

BE

R

PI

N

PR

O

FE

SS

IO

N

AL

E

N G

IN

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R

GRADING KEYNOTES:

GRADING LOW POINT

GRADING HIGH POINT

GRADE BREAK

DRAINAGE PATH/SWALE

MATCH EXISTING ELEVATION

TRANSITION FROM FLAT GUTTER TO STANDARD SECTION

(SEE DETAIL 5 SHEET DT-6)

G1

G2

G3

G4

G5

G6

STORM DRAIN KEYNOTES:

FURNISH AND INSTALL 2' X 2' STORM ELEVATED INLET AND

CATCH BASIN WITH GALVANIZED STEEL ORIFICE PLATE

(SEE DETAILS 1 & 2 SHEET DT-2)

GRATE: 61.90

FL OUT: 60.70 6" (NW) - 2&5

8" DIA. ORIFICE, MATCH PIPE FL

SUMP: 59.40

FURNISH AND INSTALL 4' X 4' STORM DROP INLET AND

CATCH BASIN (SEE DETAIL 1 SHEET DT-2)

GRATE: 64.36

FL OUT: 61.58 10" (SW)

FURNISH AND INSTALL 4' X 4' STORM DROP INLET AND

CATCH BASIN (SEE DETAIL 1 SHEET DT-2)

GRATE: 63.58

FL IN: 60.77 10" (NE)

FL OUT: 60.67 15" (SE)

FURNISH AND INSTALL 48" JUNCTION MANHOLE (SEE

DETAIL 1 SHEET DT-3)

RIM: 64.92

FL IN: 61.57 6" (NE)

FL IN: 60.39 15" (NW)

FL OUT: 60.34 15" (SW)

FURNISH AND INSTALL 6" SCH-40 PVC PIPE (SEE DETAILS 1

AND 2 SHEET DT-1)

FURNISH AND INSTALL 10" CORRUGATED HDPE PIPE (SEE

DETAILS 1 AND 2 SHEET DT-1)

NOT USED

FURNISH AND INSTALL 15" CORRUGATED HDPE PIPE (SEE

DETAILS 1 AND 2 SHEET DT-1)

FURNISH AND INSTALL 4' WIDE V-SHAPED LOOSE RIPRAP

CHANNEL WITH APPROX. 1:6 CROSS SLOPE AND D50 6"

STONES. FOLLOW UDOT STANDARDS SECTION 02373

FURNISH AND INSTALL 4' WIDE V-SHAPED LOOSE RIPRAP

CHANNEL WITH APPROX. 1:6 CROSS SLOPE AND D50 6"

STONES TO CENTERLINE OF EXISTING DRAINAGE DITCH AS

SHOWN. INSTALL SUCH THAT FINISHED EDGES ARE

APPROX. FLUSH WITH EXISTING GROUND. FOLLOW UDOT

STANDARDS SECTION 02373

FURNISH AND INSTALL 15" BELL-SHAPED PIPE DISCHARGE

WITH ZINC COATED ANIMAL GUARD GATE

FURNISH AND INSTALL 6-INCH HDPE MITERED DRAIN

GRATE AT STORM DRAIN DISCHARGE

FL OUT: 60.45

FURNISH AND INSTALL 3" PVC GATE VALVE WITH KNIFE

GATE SUCH AS "VALTERRA 3" SLIP X SLIP" OR APPROVED

EQUAL. FLOW LINE TO MATCH TOP OF SLAB

FURNISH AND INSTALL 3" SCH-40 PVC PIPE. DAYLIGHT

THROUGH CURB AT GUTTER FLOWLINE

STORM WATER DIVERSION BOX

FL OUT: 64.38

SUMP: 62.38

646464

656565

666666

676767

686868

696969

707070

717171

727272

747474

757575

767676

777777

787878

CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL

UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT

FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS

SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE.

BR

IG

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AM

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BR

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IT

Y, B

O X

EL

D

ER

C

O U

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TY

U T-

-1

TB

D

R

EG

IO

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7/

/2

JBD

W

CG-1

G R

AD

IN

G

D R

AI

N

AG

E

PL

AN

DETENTION POND SIZING

HIGH-WATER/SPILL ELEVATION 4562.66

DRAIN ELEVATION 4561.40

MINIMUM ELEVATION 4560.16

POND VOLUME @ SPILL ELEVATION (CF) 16,445

POND VOLUME @ DRAIN ELEVATION (CF) 7,188

100-YEAR STORM VOLUME (CF) 17,526

90TH PERCENTILE STORM VOLUME (CF) 7,155

ORIFICE DISCHARGE (CFS) 0.31

H

O R R O C K

S

E

N G I N E E R

S

0 40'20'

SCALE: 1" = 40'N

SALT

STORAGE

GARAGE

G3

NOTE

1. TRUNCATED SPOT ELEVATIONS SHOWN

REFERENCE A BASE ELEVATION OF 4500 FEET.

Q

\U T-

-1

U

D O

T M ai nt en an ce s ite R eh ab

\P ro je ct

D at a\

C

AD

\2 .0

Sh ee t F ile s\

C on st ru ct io n D ra w in gs

\U T-

-1

BR

IG

H

AM

C

IT

Y

Au gu st

, 2

BOX ELDER CREEK

G5

G1

7/21/21

7/

/2

JS

B

G2

72 71

G5

0 7.5' 15'

SCALE: 1" = 15'

INSET MAP

JO

SH

U A

S.

B

LA

C

K

G4

G5

G3

G3

G5

G4

G5

G5

G5

R

EA

D Y

TO

B

ID

S

ET

G1 66

G6

A.4

A B C D

A B C D

B.1 B.2 B.8 B.9

1.2

1.6

1.7

1.2

1.6

1.7

A.4 B.1 B.2 B.8 B.9

WWWWWWWW

W

6'' S

D

GB

GB

3.

0%

6" SEWER LINE

FL OUT: 64.38 (E)

0.7%

3.

0%

2.0%

2.1%

1.

1%

0.7%

2.

1%

2.3%

2.8%

0.7%

3.

0%

3.

0%

1.

5%

0.

0%

1.

5%3.

0%

1.6%

2.

5%

1.

5%

2.0%

2.

0%

2.0%

3.

0%

3.6%

0.7%

2.

0%

2.0%

0.0%

0.0% 0.0%

6" SD PIPE

FL OUT: 64.38 (S)

2.7%

2.5%

2.

0%

3.

0%

5.

5.

2.

TA: 65.88

TA: 65.91

TA: 65.87

TA: 65.90

TA/TC: 65.82

TA/TC: 65.82

TA/TC: 65.92

TA/TC: 65.92

TA/TC: 65.93

TA/TC: 65.93

TA/TC: 65.93

TA/TC: 65.93

TC: 65.40 TC: 65.15

TA/TC: 65.93

TA: 65.93

TA: 66.29

TA: 66.38

TA: 66.38

TW: 67.93

TC: 66.46

TW: 67.93 TW: 67.93

TW: 67.93

TC: 65.76TC: 65.76

TC: 65.76

TC: 65.47 TW: 66.88

A.4 16.67'24.58'

1.54'

2.4'

17.5'

2.4'

4'

0.75'

8'

.2 5'

2.

A B C D

A B C D

4.75'

8.

1.5'

B.1 B.2 B.8 B.9

1.2

1.6

1.7

1.2

1.6

1.7

A.4 B.1 B.2 B.8 B.9

N:3707150.10 E:1504758.04

N:3707194.42 E:1504724.68

D R

AW

N

B Y

AP

PR

O

VE

D B

Y

AP

PR

O

VE

D

SHEET NO.

U

TA

H D

EP

A

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EN

T

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A

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AT

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EV

IS

IO

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AR

KS

D

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O

Q C

C H

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KE

D B

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PR

O

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IN

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CAUTION: NOTICE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS

IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,

WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT

LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. IF A

CONFLICT IS IDENTIFIED, THE ENGINEER OF RECORD SHOULD BE

CONTACTED IMMEDIATELY, PRIOR TO ANY FURTHER WORK BEING DONE

RELATED TO THE ISSUE.

BR

IG

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BR

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Y, B

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ER

C

O U

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TY

U T-

-1

TB

D

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EG

IO

N

7/

/2

JBD

W

CG-2

W

AS

H R

AC

K

EN

LA

R G

ED

P

LA

N

H

O R R O C K

S

E

N G I N E E R

S

0 5' 10'

SCALE: 1" = 10'

N G3

2-

NOTES

1. SPOT ELEVATIONS SHOWN REFERENCE A BASE ELEVATION OF 4500

FEET.

Q

\U T-

-1

U

D O

T M ai nt en an ce s ite R eh ab

\P ro je ct

D at a\

C

AD

\2 .0

Sh ee t F ile s\

C on st ru ct io n D ra w in gs

\U T-

-1

BR

IG

H

AM

C

IT

Y

Ju ly

3, TW

EL=67.93

TW

EL=67.93

TW

EL=67.93

2.5%

FG

EL=VARIES

BF

EL=64.32

0.7% 1.6%

FG

EL=VARIES

TW

EL=67.93

FG

EL=66.38 TC

EL=65.76

BF

EL=61.38

BF

EL=61.38

BF

EL=62.65

FG

EL=VARIES

SCALE:

WASH RACK N-S SECTION

NTS

SCALE:

WASH RACK E-W SECTION

NTS

CONSTRUCTION KEYNOTES:

WASH RACK FOUNDATIONS, SEE STRUCTURAL

CONCRETE STOOP, SEE STRUCTURAL

TRUCK WASH BANDED MAT SLAB, SEE

STRUCTURAL

CONCRETE WALL / FOOTING, SEE STRUCTURAL

ALUMINUM HAND PULL GATE (SEE DETAIL 2 SHEET

DT-4)

WASH RACK ELEVATED STRUCTURE (SEE

STRUCTURAL). SEE DETAILS 1 & 2 SHEET DT-7 FOR

ELEVATED WASH RACK COLD WATER PIPING,

VALVES, FITTINGS, ETC.

SCALE:

WASH RACK ENLARGED PLAN

NTSSCALE:

GRID DIMENSIONS

NTS

21 TYP

G1

21TYP

7/21/21

7/

/2

JS

B

6" STORM LINE

G4

GRADING KEYNOTES:

GRADING LOW POINT

GRADING HIGH POINT

GRADE BREAK

DRAINAGE PATH/SWALE

MATCH EXISTING ELEVATION

G1

G2

G3

G4

G5

SUMP

EL=62.38

SLAB EDGE

EL=65.15

BF

EL=62.65

BF

EL=62.43

3.0%

TA/TC

EL=65.82

TA/TC

EL=65.93

2.0%

JO

SH

U A

S.

B

LA

C

K

R

EA

D Y

TO

B

ID

S

ET

23 23

G3

TW

EL=66.88

10'' SD

toe toe toe to e to e to e to e to e to p to p to p to p to p to p to p to p to p to p to p to ptoptop pp pp pp e jb s s co to e

15'' SD

'' S

D

6'' S D

6'' SD

SD

S

FI

LL

FI

LL

FILL FILL FILL FILL FILL

TO

P

TOP

TOP

TOP

TOP

TO

P

TO

P

TOP

TOP

TOP

G B

G B

G B

TOE

TOE

TO

E

TOE

TOE

TO

E

TOP

TOP

HWM

HWM

HW

MHWM

H W

M

CO

FILL

FILL

FILL

GB

GB

C U

T C

U T

C U

T

SF

SF

SF

SF

SF

SF

SF

FEMA 100-YEAR FLOODPLAIN

BOUNDARY

FEMA 100-YEAR FLOODPLAIN

BOUNDARY

SEE POND NOTE 1

THIS SILT FENCE ONLY REQ'D IF

STAGING AREA IS ADJACENT TO CREEK

D R

AW

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B Y

AP

PR

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D B

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PR

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SHEET NO.

U

TA

H D

EP

A

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SWPPP NOTES:

1. PLEASE REFERENCE SHEET G-3 FOR ADDITIONAL EROSION CONTROL NOTES.

2. EROSION CONTROL GRAPHICS ARE SCHEMATIC AND DO NOT REFLECT EXACT

PLACEMENT. ACTUAL PLACEMENT WILL BE DETERMINED IN FIELD.

3. SELECTION AND PLACEMENT OF EROSION CONTROL BMP'S CAN CHANGE BASED

ON FIELD CONDITIONS AND…