20241029 Farmington Shepard Creek Well House Drawings.pdf

PDF 24 MB Posted Oct 30, 2024

Attached to: Farmington Shepard Creek Well House
Solicitation number: FSCWH2024
Issued by: Utah

About this file

Written by GovTribe AI · Oct 31, 2024

The document is a set of drawings for the Farmington Shepard Creek Well House project, which is a state and local contract opportunity in Utah. The scope of work includes the construction of a well house, a full water treatment system, concrete and asphalt work, and utility line installation. The project overview, item quantities, response dates, due dates, site visits, bidder's meetings and conferences, award dates, and the term of the contract, including any renewal options, are not provided in the drawings.

The pricing terms, set asides, incumbents, current environment, funding requirements and sources, amounts and sources, and any other salient information are also not included in the drawings.

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Farmington Shepard Creek Well House Contract and Specifications.pdf	PDF	Oct 30, 2024
1266635-event.pdf	PDF	Oct 30, 2024

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160 S MAIN ST,

FARMINGTON, UT 84025

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

O C

F A

N -S

G S\

ITL

W G

SHEPARD CREEK WELL HOUSE

ISSUED: 29 OCTOBER 2024

FARMINGTON CITY

PROJECT LOCATION

VICINITY MAP

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

O F

O V

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST FARMINGTON,

UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

COUNTY MAP

PROJECT LOCATION

MERSET S

MAIN ST

900 WEST

SHEET LIST TABLE

SHEET CODE TITLE

1 G001 COVER & SHEET INDEX

2 G002 GENERAL NOTES

3 G003 STRUCTURAL NOTES

4 V101 SURVEY CONTROL

5 CG101 SITE PLAN

6 CU101 UTILITY PLAN & PROFILE

7 CU102 UTILITY PLAN & PROFILE

8 CU103 UTILITY PLAN & PROFILE

9 CU104 UTILITY PLAN & PROFILE

10 CU501 CIVIL DETAILS

11 CU502 CIVIL DETAILS

12 CU503 CIVIL DETAILS

13 CU504 CIVIL DETAILS

14 CU505 CIVIL DETAILS

15 CU506 CIVIL DETAILS

16 CU507 CIVIL DETAILS

17 CU508 CIVIL DETAILS

18 CU509 CIVIL DETAILS

19 P101 PIPING PLAN

20 P102 PIPING PLAN

21 P301 PIPING SECTIONS

22 P501 PIPING DETAILS

23 P502 PIPING DETAILS

24 P503 BULK AND DAY TANK DETAILS

25 M101 HVAC PLAN

26 A101 FLOOR PLAN

27 A201 ELEVATION VIEWS

28 A202 ELEVATION VIEWS

29 A301 BUILDING SECTION & DETAILS

30 A302 BUILDING SECTION & DETAILS

31 S101 FOOTING & FOUNDATION PLAN

32 S102 ROOF FRAMING PLAN

33 S501 STRUCTURAL DETAILS

34 S502 STRUCTURAL DETAILS

35 S503 STRUCTURAL DETAILS

36 S504 STRUCTURAL DETAILS

37 S505 STRUCTURAL DETAILS

STATE MAP

PROJECT LOCATION

SHEET LIST TABLE

SHEET CODE TITLE

38 E101 ELECTRICAL LEGEND

39 E102 ELECTRICAL TABLES AND TAG LIST

40 E201 ELECTRICAL POWER ONE-LINE

DIAGRAM

41 E202 ELECTRICAL INST. & CONTROL

ONE-LINE DIAGRAM

42 E203 ELECTRICAL DIAGRAMS, SHT.1

43 E204 ELECTRICAL DIAGRAMS, SHT.2

44 E205 ELECTRICAL TYPICAL VFD CONTROL

DIAGRAM

45 E206 ELECTRICAL CP-1 TYPICAL CONTROL

DIAGRAM, SHT. 1

46 E207 ELECTRICAL CP-1 TYPICAL CONTROL

DIAGRAM, SHT. 2

47 E208 ELECTRICAL CP-2 WIRING DIAGRAM

48 E209 ELECTRICAL CP-3 WIRING DIAGRAM

49 E301 ELECTRICAL SHCEDULES, SHT. 1

50 E302 ELECTRICAL SCHEDULES, SHT. 2

51 E401 ELECTRICAL SITE PLAN

52 E402 ELECTRICAL POWER PLAN

53 E403 ELECTRICAL INST. AND CONTROL

PLAN

54 E404 ELECTRICAL LIGHTING PLAN

55 E405 ELECTRICAL HVAC PLAN

56 E406 ELECTRICAL SECURITY PLAN

57 E407 PHOTOMETRICS

58 E501 CP-1 ARRANGEMENT AND I_O LIST

59 E502 ROOM CONTROL PANELS, SHT.1

60 E503 ROOM CONTROL PANELS, SHT. 2

61 E601 ELECTRICAL DETAILS, SHT. 1

62 E602 ELECTRICAL DETAILS, SHT. 2

63 E603 ELECTRICAL DETAILS, SHT. 3

64 E604 ELECTRICAL DETAILS, SHT. 4

65 E701 COMCHECK

66 E702 COMCHECK CONT.

1075 W

EST

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

O C

F A

N -S

G S\

ITL

W G

THE CONTRACTOR SHALL CAREFULLY READ ALL OF THE NOTES AND SPECIFICATIONS. THE

CONTRACTOR SHALL BE SATISFIED AS TO THEIR TRUE MEANING AND INTENT AND SHALL BE

RESPONSIBLE FOR COMPLYING WITH EACH.

GENERAL NOTES:

1) ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH ALL JURISDICTIONAL

AUTHORITIES.

2) CONTRACTOR SHALL COMPLY WITH THE STANDARDS INDICATED ABOVE AND WITHIN THE CONSTRUCTION

DOCUMENTS. THE CONTRACTOR SHALL NOTIFY ALL AGENCIES, OWNERS, ENGINEERS, AND UTILITY

COMPANIES 5 DAYS PRIOR TO A PRE-CONSTRUCTION MEETING:

OWNER: FARMINGTON CITY

160 SOUTH MAIN STREET

FARMINGTON, UT 84025

PHONE: (801) 451-2383

CONTACT: CHAD BOSHELL

ENGINEER: CRS ENGINEERS

4246 RIVERBOAT ROAD SUITE #200

SALT LAKE CITY, UT 84123

PHONE: 801-359-5565

CONTACT: J. PRETTYMAN, P.E.

3) IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS.

THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.

4) WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT

ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.

5) THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR, IT SHALL BE EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE

INTENT AND PURPOSE.

6) THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE, AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT, AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTOR SHALL ALSO

ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND INHERENT CONDITIONS EXISTENT IN

CONSTRUCTION OF PARTICULAR FACILITIES, WHICH MAY CREATE, DURING THE CONSTRUCTION PROGRAM, UNUSUAL OR PECULIAR SAFETY CONDITIONS, WHICH CONDITIONS COULD BE HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT. CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND

SAFELY PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS.

7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS OF ALL PERMITS AND APPROVALS APPLICABLE TO THIS PROJECT. THE CONTRACTOR SHALL ENSURE THAT THE NECESSARY RIGHTS-OF-WAY, EASEMENTS, AND/OR

PERMITS ARE SECURED PRIOR TO CONSTRUCTION.

8) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY WORK DONE WITHIN RIGHTS-OF-WAY OR EASEMENTS FROM FARMINGTON CITY. CONTRACTOR SHALL NOTIFY CITY, COUNTY, AND/OR STATE, 24 HOURS IN ADVANCE OF COMMENCING THE WORK, OR AS REQUIRED BY SAID

PERMITS.

9) THE CONTRACTOR SHALL, AT THE TIME OF BIDDING, AND, THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF UTAH AND SHALL BE BONDABLE FOR AN AMOUNT EQUAL TO OR GREATER THAN THE AMOUNT BID AND TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND SPECIFICATIONS.

10) CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY THEMSELVES BY PERSONAL EXAMINATION OR BY SUCH OTHER MEANS AS THEY MAY PREFER, OF THE LOCATION OF THE PROPOSED WORK, AND OF THE ACTUAL CONDITIONS OF, AND AT, THE SITE OF WORK. IF, DURING THE COURSE OF THEIR EXAMINATION, A BIDDER FINDS FACTS OR CONDITIONS WHICH APPEAR TO THEM TO BE IN CONFLICT WITH THE LETTER OR SPIRIT OF THE PROJECT PLANS AND SPECIFICATIONS, THEY SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION AND EXPLANATION BEFORE SUBMITTING THEIR BID. SUBMISSION OF A BID BY THE CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGMENT THAT, IF AWARDED THE CONTRACT, THEY HAVE RELIED AND ARE RELYING ON THEIR OWN EXAMINATION OF (1) THE SITE OF THE WORK, (2) ACCESS TO THE SITE, AND (3) ALL OTHER DATA AND MATTERS REQUISITE TO THE FULFILLMENT OF THE WORK AND ON THEIR OWN KNOWLEDGE OF EXISTING FACILITIES ON AND IN THE VICINITY OF THE SITE OF THE WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. THE INFORMATION PROVIDED BY THE OWNER OR THE ENGINEER IS NOT INTENDED TO BE A SUBSTITUTE FOR, OR A SUPPLEMENT

TO THE INDEPENDENT VERIFICATION BY THE CONTRACTOR TO THE EXTENT SUCH INDEPENDENT

INVESTIGATION OF SITE CONDITIONS IS DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR.

CONTRACTOR SHALL ACKNOWLEDGE THAT THEY HAVE NOT RELIED SOLELY UPON OWNER OR ENGINEER FURNISHED INFORMATION REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID.

11) THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES

NECESSARY FOR PUBLIC SAFETY.

12) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND

TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTORS USE DURING CONSTRUCTION.

13) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN

AUTHORIZATION FROM THE OWNER AND/OR ENGINEER.

14) THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, SECTION CORNERS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY UNNECESSARY LOSS OR DISTURBANCE.

15) THE CONTRACTOR AGREES THAT:

A) THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH DAY.

B) THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL TRASH, SCRAP AND UNUSED

MATERIAL AT THEIR OWN EXPENSE IN A TIMELY MANNER.

C) THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL

TIMES.

D) THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS, EQUIPMENT, AND TRASH OUT OF THE WAY OF

OTHER CONTRACTORS SO AS NOT TO DELAY THE JOB. FAILURE TO DO SO WILL RESULT IN A

DEDUCTION FOR THE COST OF CLEAN UP FROM THE FINAL PAYMENT.

E) THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL, PERMITS, RETESTING AND

RE-INSPECTIONS AT THEIR OWN EXPENSE.

16) THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING

THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.

THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE AND GROSS NEGLIGENCE OF THE OWNER OR

THE ENGINEER.

17) DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO MINIMIZE ANY DUST

NUISANCE AND SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF FARMINGTON CITY.

18) WHEN CONSTRUCTION STAKING IS REQUIRED THE CONTRACTOR SHALL NOTIFY THE ENGINEER/LAND

SURVEYOR 1 WEEK IN ADVANCE OF THE NEED FOR STAKING. ANY STAKING REQUESTED BY THE

CONTRACTOR OR THEIR SUBCONTRACTORS THAT IS ABOVE AND BEYOND STANDARD STAKING NEEDS, INCLUDING RE-STAKING WILL BE SUBJECT TO A CONTRACTOR CHANGE ORDER AND THE IMPACT COSTS OF

WORK PERFORMED

19) FOR ALL WORK WITHIN PUBLIC RIGHTS-OF-WAYS OR EASEMENTS, THE CONTRACTOR SHALL PRESERVE THE

INTEGRITY AND LOCATION OF ANY AND ALL PUBLIC UTILITIES AND PROVIDE THE NECESSARY

CONSTRUCTION TRAFFIC CONTROL. CONTRACTOR SHALL, THROUGH THE ENCROACHMENT PERMIT

PROCESS, VERIFY WITH THE NECESSARY REGULATORY AGENCIES, THE NEED FOR ANY TRAFFIC ROUTING PLAN. IF PLAN IS REQUIRED, CONTRACTOR SHALL PROVIDE PLAN AND RECEIVE PROPER APPROVALS

PRIOR TO BEGINNING CONSTRUCTION.

20) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL RE-TESTING AND/OR RE-INSPECTION SHALL BE PAID FOR BY THE

CONTRACTOR.

21) IF EXISTING FEATURES NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FEATURES FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING FEATURES SHALL BE INCLUDED IN THE BID PRICE FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT.

22) THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL FACILITIES. AS-BUILT DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS-BUILT DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS-BUILT DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL

ACCEPTANCE.

23) WORK IN EASEMENT AND/OR RIGHTS-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE

REGULATORY AGENCY RESPONSIBLE FOR OPERATION AND/OR MAINTENANCE OF SAID EASEMENT

AND/OR RIGHTS-OF-WAY.

24) NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED.

VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND ANSWER ANY QUESTIONS BEFORE

CONSTRUCTION.

25) FURNISH, MAINTAIN, AND RESTORE ALL MONUMENTS AND MONUMENT REFERENCE MARKS WITHIN THE

PROJECT SITE. CONTACT THE CITY OR COUNTY SURVEYOR FOR MONUMENT LOCATIONS AND

CONSTRUCTION DETAILS.

26) PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH CITY, COUNTY, AND STATE REGULATIONS

FOR WORKING IN THE PUBLIC WAY.

27) FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

28) TRAFFIC CONTROL IS TO CONFORM TO THE CURRENT MUTCD AND UDOT STANDARDS.

29) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE IMPROVEMENTS.

30) ALL EXISTING ASPHALT WILL BE SAW CUT IN NEAT STRAIGHT LINES BY THE CONTRACTOR PRIOR TO

EXCAVATION.

31) STRIPING WILL BE PER THE PLANS AND/OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. STRIPING TO

INCLUDE HANDICAP INSIGNIAS, SIGNS, CROSS-HATCHING, DIRECTION ARROWS, ETC. AS SHOWN OR AS

DIRECTED.

GENERAL CLEARING AND GRADING NOTES:

1) CLEARING, GRUBBING AND DISPOSAL OF VEGETATIVE MATERIAL NEEDS TO BE IN ACCORDANCE WITH

STATE AND COUNTY REGULATIONS, WHICH APPLY TO SOLID WASTE.

2) CONTRACTOR SHALL PERFORM EARTHWORK IN ACCORDANCE WITH FARMINGTON CITY STANDARD

SPECIFICATIONS AND CONSTRUCTION STANDARDS, EROSION, SEDIMENT, RE-VEGETATION REQUIREMENTS, AND THE SWPP PLAN AS REQUIRED BY THE STATE OF UTAH, DEPARTMENT OF ENVIRONMENTAL QUALITY AND

DIVISION OF AIR QUALITY.

3) THE CONTRACTOR WILL PERFORM EARTHWORK IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS OUTLINED IN THE CONSTRUCTION STANDARDS AND THE RECOMMENDED EARTHWORK SPECIFICATIONS

4) SEDIMENTATION BMP'S SHOWN ON THE EROSION CONTROL AND SEDIMENT CONTROL PLANS (STORM WATER POLLUTION PREVENTION PLAN) TO BE INSTALLED WITHIN THE SAME WORKING DAY THE LAND

DISTURBANCE OCCURS.

5) DUST CONTROL BMP'S ARE TO BE ON SITE AND IMPLEMENTED AS SOON AS LAND DISTURBANCE OCCURS.

6) THE EXISTING TOPOGRAPHY SHOWN ON THESE PLANS IS BASED ON DRAWINGS AND A TOPOGRAPHIC

SURVEY PERFORMED BY CRS ENGINEERS. IF THE EXISTING GRADE IS DIFFERENT FROM WHAT IS SHOWN ON THE GRADING PLAN, STOP WORK AND CONTACT CRS ENGINEERS. WORK IS TO REMAIN STOPPED UNTIL THE

ENGINEER PROVIDES A WRITTEN NOTICE TO RESUME WORK.

7) THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STREETS, STORM DRAINS, CHANNELS, DITCHES, AND SWALES FREE FROM DEBRIS, SOIL, MUD, OR OTHER MATERIAL THAT WOULD CAUSE A PUBLIC SAFETY

CONCERN OR VIOLATE ANY CITY, STATE, OR FEDERAL LAWS.

8) BMP'S ARE TO BE IN PLACE AND MAINTAINED UNTIL WRITTEN NOTIFICATION IS RECEIVED FROM

FARMINGTON CITY.

9) IF DISTURBANCE OCCURS OUTSIDE THE LIMITS OF DISTURBANCE, WORK WILL STOP AND REMAIN STOPPED

UNTIL A WRITTEN RESPONSE IS RECEIVED FROM THE ENGINEER.

10) THE CONTRACTOR SHALL REMOVE ALL VEGETATION AND DELETERIOUS MATERIALS FROM THE SITE UNLESS

NOTED OTHERWISE.

11) NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ONE APPROACH TO SITE. THE

APPROACH SHALL BE DESIGNATED BY THE OWNER.

GENERAL UTILITY NOTES

1) THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS

AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE

AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTORS WORK FORCE.

2) START AT THE LOW END OF ALL GRAVITY FED LINES AND WORK UPHILL. FAILURE TO COMPLY WITH THIS NOTE

SHALL RELEASE THE CIVIL ENGINEER OF ALL LIABILITY.

3) CONTRACTOR SHALL LAYOUT AND POTHOLE FOR ALL POTENTIAL CONFLICTS WITH UTILITY LINES ON OR OFF

SITE AS REQUIRED PRIOR TO ANY CONSTRUCTION.

4) STORM DRAIN - SEE FARMINGTON CITY STANDARDS & SPECIFICATIONS FOR ALL DETAILS & SPECIFICATIONS GOVERNING THE CONSTRUCTION & INSPECTION OF THE STORM DRAIN & APPURTENANCES WITHIN THE PUBLIC RIGHT-OF-WAY AS SHOWN ON THIS PLAN. SEE THE DETAILS PROVIDED ON THIS SET OF DRAWINGS FOR ALL OTHER STORM DRAIN CONSTRUCTION. APWA STANDARDS WILL BE USED IN THE ABSENCE OF ANY

STANDARDS AND DETAILS.

5) ALL DIMENSIONS AND GRADES OF EXISTING STORM DRAIN PIPES, BOX CULVERTS, STRUCTURES, ETC. SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH

NOTIFICATION HAS NOT BEEN GIVEN.

6) THESE PLANS SHOW THE LOCATION OF POWER, NATURAL GAS, AND COMMUNICATIONS UTILITIES, BUT ARE NOT DESIGN DRAWINGS FOR THE RELOCATION OR REMOVAL OF EXISTING DRY UTILITIES, NOR FOR ANY NEW DRY UTILITY STUBS. CONTRACTOR IS TO SUBMIT SITE PLAN TO DRY UTILITIES FOR DESIGN OF SERVICE CONNECTIONS TO BUILDING. ACTUAL CONSTRUCTION OF SAID SERVICES TO BE DONE BY RESPECTIVE

UTILITY PROVIDERS.

7) VERIFY DEPTHS OF UTILITIES IN THE FIELD BY POT HOLING A MINIMUM OF 300 FEET AHEAD OF PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. IF A CONFLICT ARISES RESULTING FROM THE CONTRACTOR'S NEGLIGENCE TO POTHOLE UTILITIES THE CONTRACTOR WILL BE REQUIRED TO RESOLVE THE CONFLICT WITHOUT ADDITIONAL COST OR CLAIM TO THE OWNER OR

ENGINEER.

8) ALL DIMENSIONS, GRADES, AND UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO

PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA

COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH NOTIFICATION HAS NOT BEEN

GIVEN.

9) NO CHANGE IN DESIGN LOCATION OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN

APPROVAL OF THE PROJECT ENGINEER.

10) ALL EXISTING MANHOLES, WATER VALVES, CLEAN OUTS, ETC., ARE TO BE RAISED OR LOWERED TO GRADE.

ABBREVIATIONS

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APWA AMERICAN PUBLIC WORKS ASSOCIATION

AWWA AMERICAN WATER WORKS ASSOCIATION

BF BLIND FLANGE

BLDG BUILDING

C CHORD LENGTH

C TO C CENTER TO CENTER

CB CHORD BEARING

CI CAST IRON

CL CLASS

CLR CLEAR

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

DI DUCTILE IRON

DIM DIMENSION

E EAST

EA EDGE OF ASPHALT

EG EXISTING GRADE

EL ELEVATION

ELEV ELEVATION

EP EDGE OF PAVEMENT

EW EACH WAY

EX EXISTING

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FL FLANGE

FT FEET

HDPE HIGH DENSITY POLYETHYLENE PIPE

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IR IRON ROD

IRR IRRIGATION

LT LEFT

L LENGTH

LBS POUNDS

LF LINEAR FEET

LP LOW POINT

MAX MAXIMUM

MEG MATCH EXISTING GRADE

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY & HEALTH

ADMINISTRATION

PE PLAIN END

PG PAGE

PI POINT OF INTERSECTION

PJ PUSH-ON JOINT

DI DUCTILE IRON

PSF POUNDS PER FOOT

PSI POUNDS PER SQUARE INCH

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

R RADIUS

RT RIGHT

RJ RESTRAINED JOINT

S SOUTH

SEC SECTION

SS SANITARY SEWER

STA STATION

T TOP

TB THRUST BLOCK

TBA TO BE ABANDONED

TBC TOP BACK CURB

TOC TOP OF CONCRETE

TYP TYPICAL

UDOT UTAH DEPARTMENT OF TRANSPORTATION

VERT VERTICAL

WTR WATER

W WEST

W/ WITH

WWF WELDED WIRE FABRIC

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

O F

A L

N O

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

-C F

A Y

-S

E\ D

\3 G

D W

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

O F

L N

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST FARMINGTON, UT

84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

ABBREVIATIONS

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

BLDG BUILDING

C TO C CENTER TO CENTER

CLR CLEAR

CO CLEANOUT

CONC CONCRETE

DIM DIMENSION

EG EXISTING GRADE

EL ELEVATION

EW EACH WAY

EX EXISTING

FG FINISH GRADE

FH FIRE HYDRANT

FX FIRE EXTINGUISHER

HORIZ HORIZONTAL

L LENGTH

LBS POUNDS

MAX MAXIMUM

MIN MINIMUM

N/A NOT APPLICABLE

NTS NOT TO SCALE

OC ON CENTER

OSHA OCCUPATIONAL SAFETY &

HEALTH ADMINISTRATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

SS SANITARY SEWER

VERT VERTICAL

W WATER

W/ WITH

WWF WELDED WIRE FABRIC

BUILDING CODE:

1. 2018 INTERNATIONAL BUILDING CODE AND STANDARDS REFERENCED THEREIN, AND ANY OTHER CODES OR

RULES ADOPTED BY FARMINGTON CITY.

FOUNDATIONS:

1. A GEOTECHNICAL REPORT FOR THIS SITE HAS BEEN PREPARED BY SPEEDIE AND ASSOCIATES. THE REPORT

REFERENCED IS SPEEDIE AND ASSOCIATES PROJECT NUMBER 160809SA.

2. ISOLATED AND CONTINUOUS FOOTINGS ARE TO BE PLACED ON COMPACTED SUBGRADE SOILS A

MINIMUM OF 18 INCHES BELOW FINISHED GRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT.

3. DESIGN BEARING PRESSURE IS 1500 PSF

4. THE CONTRACTOR IS TO BE FAMILIAR WITH ALL RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PRIOR TO WORK COMMENCING. ALL RECOMMENDATIONS IN THE GEOTECHNICAL REPORT ARE TO BE

FOLLOWED.

5. THE GEOTECHNICAL ENGINEER IS TO VISUALLY VERIFY THAT THE RECOMMENDATIONS THE GEOTECHNICAL

REPORT ARE BEING FOLLOWED PRIOR TO PLACEMENT OF CONCRETE.

CONCRETE:

1. CONCRETE FOR FOOTINGS IS TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS.

2. CONCRETE USED IN SLABS ON GRADE IS TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI

FOR INTERIOR SLABS AND 4,500 PSI FOR EXTERIOR SLABS AT 28 DAYS.

GENERAL:

1. ALL CAST IN PLACE CONCRETE CONSTRUCTION IS TO CONFORM TO ACI 318 LATEST EDITION

2. ALL CONCRETE IS TO BE MECHANICALLY VIBRATED WHEN PLACED UNLESS NOTED OTHERWISE.

3. ADMIXTURES CONTAINING CHLORIDES ARE NOT TO BE USED.

4. ADMIXTURES ARE NOT PERMITTED WITHOUT PRIOR APPROVAL FROM THE ENGINEER.

5. CONCRETE TEST DATA IS TO BE SUBMITTED TO THE ENGINEER FOR REVIEW IN ACCORDANCE WITH ACI 318

CHAPTER 5.

SLABS ON GRADE:

1. CONCRETE SLUMP IS NOT TO EXCEED 5 INCHES.

2. NOMINAL MAXIMUM AGGREGATE SIZE IS NOT TO BE LESS THAN 3 4 INCH NOR MORE THAN 13 THE DEPTH OF

THE SLAB.

3. SLABS ARE TO BE PLACED ON WELL GRADED ENGINEERED FILL THAT IS COMPACTED TO 95% MAXIMUM

DRY DENSITY.

4. SLABS ON GRADE ARE TO BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, OR OTHER

AREAS THICKER THAN 8 INCHES.

5. CONTROL JOINTS ARE TO BE SAW CUT AFTER THE SLAB HAS CURED AND SPACED AT A MAXIMUM OF 15

FEET ON CENTER IN EACH DIRECTION.

6. FILL CONTROL JOINTS WITH FLEXIBLE, SILICONE BASED JOINT FILLER.

7. A 6 MIL VAPOR BARRIER IS TO BE PLACED OVER THE SUBGRADE AND INSTALLED PER THE

MANUFACTURER'S SPECIFICATIONS.

REINFORCING:

1. ALL CONCRETE REINFORCEMENT IS TO BE GRADE 60 STEEL DEFORMED BARS.

2. CONCRETE COVER OVER REINFORCEMENT IS TO BE AS FOLLOWS:

2.1. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

2.2. EXPOSED TO EARTH OR WEATHER

2.2.1. #6 OR LARGER: 2"

2.2.2. #5 AND SMALLER: 1 12"

3. CONCRETE COVER IS MEASURED FROM THE EDGE OF THE CONCRETE TO THE EDGE OF THE REINFORCING

BAR.

4. ALL REINFORCING IS TO BE CHAIRED TO ENSURE PROPER CLEARANCES.

5. FIELD BENDING OF REINFORCEMENT IS LIMITED TO #5 REBAR AND SMALLER.

LAP SPLICES IN CONCRETE:

1. ALL SPLICE LOCATIONS ARE SUBJECT TO APPROVAL BY THE ENGINEER.

2. PROVIDE BENT CORNER BARS TO MATCH HORIZONTAL REBAR. LAP AT EACH CORNER AND INTERSECTION.

3. REINFORCEMENT SPACING SHOWN ON THE PLANS ARE MAXIMUM SPACING.

4. VERTICAL REINFORCEMENT IN THE FOUNDATION IS TO BE PLACED WITH A STANDARD 90 DEGREE HOOK.

5. PLACING REINFORCEMENT INTO WET CONCRETE IS NOT ALLOWED. ALL REINFORCEMENT MUST BE TIED

PRIOR TO CONCRETE PLACEMENT.

6. LAP SPLICES ARE TO BE CLASS "B" TENSION LAP SPLICES PER ACI 318.

ANCHORING TO CONCRETE:

ANCHOR BOLTS:

1. ALL STEEL BASE PLATES ARE TO BE ANCHORED TO CONCRETE USING ASTM F1554 GRADE 36 ANCHOR

BOLTS OF THE SIZE AND LENGTH SPECIFIED IN THE PLANS.

2. ANCHOR BOLTS INCLUDE HOOKED, HEADED AND THREADED AND NUTTED ANCHORS.

3. ALL ANCHOR BOLTS ARE TO BE INSTALLED WITH STEEL WASHERS AT OVERSIZED ROUND HOLES USING

SNUG TIGHT INSTALLATION UNLESS NOTED OTHERWISE.

POST INSTALLED ANCHORS:

1. POST INSTALLED ANCHORS ARE NOT TO BE USED UNTIL WRITTEN APPROVAL HAS BEEN OBTAINED BY THE

ENGINEER.

2. POST INSTALLED ANCHORS MAY NOT BE INSTALLED UNTIL CONCRETE HAS REACHED ITS DESIGN

STRENGTH AND IS FULLY CURED FOR A MINIMUM OF 21 DAYS.

CONCRETE CONSTRUCTION

1. CONCRETE

1.1. DURING THE TAKING OF TEST SPECIMENS.

1.2. CONTINUOUS INSPECTION DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, UNLESS

NOTED OTHERWISE

1.3. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING THE

PLACEMENT OF CONCRETE AROUND BOLTS. (EXCEPTION: NO INSPECTION IS REQUIRED FOR

PLACEMENT OF CONCRETE AROUND FOUNDATION ANCHOR BOLTS.)

1.4. NO INSPECTION IS REQUIRED FOR PLACEMENT OF SLAB ON GRADE CONCRETE. INSPECTION OF

SLAB ON GRADE REINFORCING IS REQUIRED PER "REINFORCING STEEL" SECTION BELOW.

2. REINFORCING STEEL - INSPECTION OF IN-PLACE REINFORCING FOR CONFORMANCE PRIOR TO THE

CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE FOR THE FOLLOWING:

2.1. REINFORCING FOR ALL CONCRETE REQUIRED TO HAVE INSPECTION NOTED ABOVE.

2.2. REINFORCING FOR CONCRETE FOUNDATIONS.

2.3. REINFORCING FOR SLABS ON GRADE.

2.4. REINFORCING FOR ALL MASONRY REQUIRED TO HAVE INSPECTION NOTED BELOW.

DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR

1. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE

APPROVED DESIGN DRAWINGS AND SPECIFICATION.

2. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR

SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE

CONTRACT VIA WRITTEN REQUEST FOR INFORMATION (RFI).

3. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE DESIGN AUTHORITY

AND THE BUILDING OFFICIAL.

4. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN-PLACE LADDERS, SCAFFOLDS, LIFTS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATIONS.

INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT.

5. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT WILL COMPLETE AND SIGN THE

APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN

CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP

PROVISION OF THE CODE.

MASONRY:

GENERAL:

1. ALL CONSTRUCTION SHALL BE PER ACI 530/530.1, BUILDING CODE REQUIREMENTS AND SPECIFICATION

FOR MASONRY STRUCTURES.

2. CONCRETE MASONRY ASSEMBLY IS TO BE PLACED IN A RUNNING BOND PATTERN.

3. MASONRY NET COMPRESSIVE STRENGTH F'm IS TO BE 1500 PSI

4. MASONRY CONSTRUCTION IS TO BE OF MEDIUM WEIGHT, GRADE N HOLLOW CONCRETE MASONRY

UNITS PAR ASTM C90 WITH A NET COMPRESSIVE STRENGTH OF 1900 PSI.

5. MORTAR IS TO BE TYPE S PER ASTM C270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI.

6. GROUT IS TO BE PER ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.

7. ACCEPTABLE METHODS FOR DETERMINING COMPRESSIVE STRENGTH FOR EACH CONCRETE MASONRY

ASSEMBLY ARE THE UNIT STRENGTH METHOD OR THE PRISM METHOD PER IBC 2105.2.2.

8. MECHANICALLY VIBRATE GROUT IMMEDIATELY AFTER POURING AND AGAIN 5 TO 10 MINUTES LATER.

9. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 5'-0" IN BLOCK WALLS.

10. MAXIMUM GROUT LIFT IS 6'-0".

11. FILL CELLS SOLIDLY WITH GROUT IN LIFTS AND STOP POURS 1 12" BELOW THE TOP OF A COURSE TO FORM

A KEY AT POUR POINTS.

12. INSTALL CONTROL JOINTS AT 10 FEET ON CENTER. CONTROL JOINTS CANNOT OCCUR AT WALL

CORNERS, INTERSECTIONS, ENDS OR WITHIN 2 FEET OF CONCENTRATED BEARING POINTS, JAMBS, OR

OVER OPENINGS.

13. ALL MASONRY BELOW FINISHED GROUND IS TO BE GROUTED SOLID.

VERTICAL REINFORCING:

1. PLACE A #5 VERTICAL REBAR IN A FULLY GROUTED CELL AT ALL CORNERS, INTERSECTIONS, ENDS, BEARING POINTS, JAMBS AND EACH SIDE OF CONTROL JOINTS.

2. VERTICAL REBAR IS TO BE PLACED NO FURTHER APART THAN 48" ON CENTER.

3. VERTICAL REINFORCEMENT IS TO BE TIED TO FOOTING REBAR.

HORIZONTAL REINFORCING:

1. INSTALL (2) #5 HORIZONTAL REBAR IN 8" DEEP GROUTED CONTINUOUS BOND BEAMS AT TOP OF

PARAPETS AND FREESTANDING WALLS.

2. BOND BEAMS ARE TO BE PLACED AT 48" ON CENTER MEASURED VERTICALLY FROM THE TOP OF THE

FOOTING.

3. USE #9 SIZE WIRE OR EQUIVALENT LADDER MESH JOINT REINFORCEMENT AT ALL BOND BEAMS.

LAP SPLICES:

1. LAP SPLICES FOR VERTICAL AND HORIZONTAL REINFORCING ARE TO BE PER THE LAP SPLICE SCHEDULE

SHOWN ON THIS SHEET.

2. SPLICES ARE NOT TO OCCUR WITHIN 8' OF CONTROL JOINTS.

3. ALL HORIZONTAL LADDER TYPE MESH JOINT REINFORCEMENT IS TO BE LAPPED A DISTANCE OF 12" AS A

MINIMUM.

NOTES:

1. ALL REINFORCEMENT IS TO BE GRADE 60

2. LAPS APPLY TO BOTH VERTICAL AND HORIZONTAL REINFORCING.

3. PROVIDE BENT BARS TO MATCH HORIZONTAL BOND BEAM REINFORCING, AT CORNERS AND WALL

INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY.

4. DO NOT SPLICE HORIZONTAL BARS WITHIN 8' OF CONTROL JOINTS.

5. LAP LENGTHS HAVE BEEN CALCULATED FOR BOTH WORKING STRESS AND ULTIMATE STRENGTH DESIGN.

THE MOST CONSERVATIVE VALUES HAVE BEEN USED.

LOADS:

1. ALL GRAVITY AND LATERAL LOADS FOR THE BUILDING ARE AS FOLLOWS:

1.1. GROUND SNOW LOAD: 35 PSF

1.2. ROOF SNOW LOAD: 26.2 PSF

1.3. ROOF DEAD LOAD: 20 PSF

1.4. LATERAL WIND LOAD: 20.8 PSF

1.5. FLOOR DEAD LOAD: 10 PSF

1.6. FLOOR LIVE LOAD: 50 PSF

1.7. EARTHQUAKE LOAD: 42'-8" WALL: 31 PSF

44'-0" WALL: 38.1 PSF

1.8. ROOF LIVE LOAD: 20 PSF

SPECIAL INSPECTION - STRUCTURAL ONLY:

FOR SPECIAL STRUCTURAL INSPECTIONS:

CONTACT CITY OFFICES FOR SPECIAL INSPECTION PRIOR TO CONSTRUCTION

1. SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE

INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION.

2. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM

REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE

INTERNATIONAL BUILDING CODE.

3. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE

FOLLOWING: CONCRETE CONSTRUCTION, STEEL CONSTRUCTION, MASONRY CONSTRUCTION, WOOD

CONSTRUCTION, SPECIAL CASES.

STEEL CONSTRUCTION

1. WELDING

1.1. VERIFICATION OF VALID WELDER'S CERTIFICATES

1.2. PERIODIC VISUAL INSPECTION OF ALL SHOP AND FIELD WELDS.

1.3. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT TESTING

AGENCY TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS AND REQUIRED DOCUMENTATION SHALL BE SUBMITTED TO ENGINEER OF RECORD PRIOR TO STEEL INSTALLATION.

1.4. CONTINUOUS INSPECTION OF ALL MULTIPASS FILLET WELDS, SINGLE PASS FILLET WELDS LARGER THAN 516", COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS, PLUG AND SLOT WELDS.

1.5. NON-DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS BY AN AWS CERTIFIED

INDEPENDENT TESTING AGENCY AT THE CONTRACTORS EXPENSE.

2. STEEL FRAMES: VERIFICATION OF BRACING, STIFFENING, MEMBER LOCATIONS, AND PROPER JOINT

DETAIL APPLICATION AT ALL STEEL FRAME CONNECTIONS.

3. HIGH STRENGTH BOLTING:

3.1. VERIFICATION OF SNUG TIGHT BOLT INSTALLATION FOR ASTM A325N BOLTS.

3.2. VERIFICATION OF PROPER BOLT INSTALLATION AND PRETENSIONING FOR ASTM A325SC BOLTS.

3.3. OBSERVATION OF PREINSTALLATION TESTING AND PRETENSIONING CALIBRATION PROCEDURES

FOR ASTM A325SC BOLTS.

MASONRY CONSTRUCTION

1. STRUCTURAL MASONRY

1.1. DURING PREPARATION OF PRISMS.

1.2. INSPECTION OF IN-PLACE REINFORCING FOR CONFORMANCE PRIOR TO THE DELIVERY OF GROUT

TO THE JOBSITE.

1.3. CONTINUOUS INSPECTION DURING PLACEMENT OF GROUT.

1.4. CLEANOUTS PRIOR TO CLOSING.

SPECIAL CASES

1. EXPANSION, EPOXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS

SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL

BE PERFORMED AT THE CONTRACTOR'S EXPENSE.

1.1. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE.

1.2. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR.

1.3. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES.

1.4. INSPECTION OF EXPANSION ANCHORS SHALL INCLUDE THE VERIFICATION OF THE TIGHTENING

TORQUE THAT IS SPECIFIED BY THE ANCHOR MANUFACTURER.

SPECIAL INSPECTIONS - NON STRUCTURAL (PERFORMED BY OTHERS)

GEOTECHNICAL INSPECTIONS - SOILS

1. PERIODIC VERIFICATION THAT MATERIALS BELOW GRADE ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING

CAPACITY.

2. PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL.

3. PERFORM PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

4. CONTINUOUS VERIFICATION THAT USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING

PLACEMENT AND COMPACTION OF COMPACTED FILL.

5. PERIODIC VERIFICATION PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY

THAT SITE HAS BEEN PREPARED PROPERLY.

MASONRY LAP SLICE LENGTH

VERTICAL

REINFORCEMENT AT

CENTER OF WALL

VERTICAL

REINFORCEMENT AT

FACE OF WALL & BOND

BEAMS

HORIZONTAL

REINFORCEMENT

1500 2000 2500 1500 2000 2500 1500 2000 2500

#4 14" 12" 12" 29" 25" 22 26" 26" 26"

#5 22" 19" 17" 45" 40" 36" 32" 32" 32"

#6 43" 37" 33" 54" 54" 54" 38" 38" 38"

#7 59" 51" 46" 63" 63" 63" 45" 45" 45" f'm (PSI)

SIZE

#302

#301

#303

S0 0°

6" E

.9 7'

POINTS

50000

50106

50107

NORTHING

163760.20

163842.19

163807.88

166293.10

161001.14

158357.98

EASTING

107765.98

107905.65

107984.26

107616.75

107627.68

107643.34

ELEVATION

4336.73

4342.55

4341.26

4440.98

4275.24

4254.75

DESCRIPTION

CP 301 RWC

CP 302 RWV

CP 303 RWC AKA 50204

WC NW CNR SEC 12

SW CNR SEC 12

E QTR SEC 14

160 S MAIN ST,

FARMINGTON, UT 84025

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

-N F

A Y

-S

E\ D

\4 V

D W

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

O N

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

FEET

120600

# 50000

# 50106

# 50107

MAIN STREET

NOTES:

- SURVEY WAS PERFORMED BY CRS ENGINEERS. ORIGINAL

FIELD DATA WAS COLLECTED FEBRUARY 2022.

- HORIZONTAL DATUM: DAVIS COUNTY LOCAL

COORDINATE SYSTEM

- VERTICAL DATUM: NAVD88

.2 1'

S0 0°

2" E

SD SD

4337 4338

31 43

-2 .0

-2.00%

-29.71%

4337 4338

3%7+50

1+00

2+00

4+00

6+00 7+00

STA=2+23.91 =

STA 7+50.00

FF EL=4334.50

TOC=4334.00

TOC=4333.88 TOC=4333.88

TOC=4334.00

TOC=4333.88

TOC=4334.00

TOC=4333.88

TOC=4334.00

FG=4333.69 TOA=4333.69

FF EL=4334.19

TOA=4333.39

TOA=4333.98

TOA=4343.25

TOA=4343.74

TOA=4335.37

TOA=4335.05

TOA=4334.31

TOA=4333.01TOA=4333.01

TOA=4335.18

TOA=4337.56

TOA=4337.81

TOA=4346.55

TOA=4346.89

-2 .0

SD SD

-2 .0

TIO

STATION

0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+507+50

CUT/FILL

EG FG

-0.00 0.00 - -0.00 0.00 -0.00 0.00 -0.00 0.00 - - -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00-0.00 0.00

0+25

0+50

0+75 1+00

1+25 1+50 1+75 2+00

2+25

2+50

2+75 3+00

3+25

3+50

3+75 4+00

4+25

4+50

4+75 5+00

5+25

5+50

5+75 6+00

6+25

6+50

6+75 7+00

7+25

7+507+50

R=1892.78'

=2 +1

E L=

.2 1'

=1 +6

-0.99% -1.91% 1.73% 1.97% 3.61%

0.03% -0.00%0.52% 1.38% -4.54%

-3.91%

=2 +2

=3 +0

=3 +9

=6 +7

=7 +3

=7 +5

=4 +4

=5 +4

=5 +0

=5 +1

=2 +8

=2 +6

-5.64%

-3.00%

160 S MAIN ST,

FARMINGTON, UT 84025

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

-N F

A Y

-S

E\ D

\5 C

W G

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C G

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

FEET

20100

PROPERTY LINE

UNDERGROUND

BACKWASH TANK

GENERATOR PAD & SIDEWALK

PER DETAIL 1/CU508

ROADBASE/RECYCLED ASPHALT

(PROVIDED BY FARMINGTON CITY)

BLOW OFF DISCHARGE BOX

TIE INTO EXISTING ASPHALT

ASPHALT PAVEMENT PER DETAIL 1/CU509

55.5' RADIUS

42.5' RADIUS

SHEET NOTES:

1. WB-40 HAS A OUTSIDE TURN RADIUS OF 41'

FEET

60300

INSTALL FIRE HYDRANT

PER DETAIL 2/CU502

STA=1+65.84

8" 90° D.I. BEND (MJ×MJ)

WITH THRUST BLOCK

STA=1+00.06

8" 22.5° D.I. BEND (MJ×MJ)

WITH THRUST BLOCK

STA=0+67.71

0+00

1+00

2+ 00 2+

CONNECT TO EXISTING 12" HDPE

WATERLINE WITH TAPPING SLEEVE

(FIELD VERIFY WALL THICKNESS IS DR17 OR GREATER).

FLANGE 8" D.I. GATE VALVE TO TAPPING SLEEVE. (MJ×FL)

INSTALL THRUST BLOCKING PER DETAIL 2/CU501.

STA=2+02.73

BEGIN 8" ROMAC DOUBLE BALL FLEXIBLE

EXPANSION JOINT OR EQUIVALENT (MJ×FL)

PER DETAIL 1/CU503

8" D.I. GATE VALVE (FL×MJ)

STA=0+14.60

TIO

STATION

-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25

CUT/FILL

EG FG IN

- - -6.83 -6.46 -5.46 -4.82 -6.28 -7.00 -7.10 -7.24 -

-0+25 0+00

0+25

0+50

0+75 1+00

1+25

1+50

1+75 2+00

2+25

8" C900 DR-18 PVC

4'-3"

HEIGHT TO MATCH

INSIDE PIPING

8 INCH DUCTILE IRON PIPE

15" RCP - STORM DRAIN

-N F

A Y

-S

E\ D

\6 C

.D W

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C U1

O F

ITY

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

FEET

40200

160 S MAIN ST,

FARMINGTON, UT 84025

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

BEGIN 8" ROMAC DOUBLE BALL FLEXIBLE

EXPANSION JOINT OR EQUIVALENT (MJ×FL)

8"D.I. GATE VALVE (FL×MJ)

8" 90°

D.I. BEND

1" POLY SERVICE LINE

& WATER METER PER

DETAIL 1/CU502

CONNECT TO EXISTING 12" HDPE

WATERLINE WITH TAPPING SADDLE. INSTALL

THRUST BLOCKING PER DETAIL 2/CU501.

INSTALL 8" D.I. GATE VALVE (MJ×FL)

RESTRAIN 77'-4"

F PIPE

8" 22.5° D.I. BEND (MJ×MJ)

WITH THRUST BLOCK

8" 90° D.I. BEND (MJ×MJ)

WITH THRUST BLOCK

FIRE HYDRANT ASSEMBLY

8" DUCTILE IRON PIPE 2D LENGTH = 15 LF

8" C900 DR-18 PVC 2D LENGTH = 192 LF

SHEET NOTES:

1. PLACE FLOWABLE FILL BETWEEN PIPES WITH

LESS THAN 18" OF VERTICAL DISTANCE.

2. CONTRACTOR TO VERIFY DIMENSION

RATIO (DR) OF EXISTING 12" HDPE

WATERLINE BEFORE PURCHASING

REDUCERS, GATE VALVE AND TAPPING

SADDLE TEE.

CHEMICAL SPILL CONTAINMENT

1" POLY PIPE TO CHILLER UNIT

1" POLY PIPE TO SHOWER

SEE SHEET CU102

BEGIN 8" C900 DR-18 PVC

10+00

10" 11.25° BEND

WITH THRUST BLOCK

STA=10+44.55

10" 11.25° VERTICAL BEND

WITH THRUST BLOCK

STA=10+36.26

10" 11.25° VERTICAL BEND

WITH THRUST BLOCK

STA=10+52.00

10" DUCTILE IRON PIPE

BEGIN 10" ROMAC DOUBLE BALL FLEXIBLE

EXPANSION JOINT OR EQUIVALENT (MJ×MJ)

PER DETAIL 1/CU503

STA=10+19.18

BEGIN 10" C900 DR-18 PVC

STA=10+21.86

O N

STATION

9+50 9+75 10+00 10+25 10+50 10+75 10+90

CUT/FILL

EG FG IN

- - - -5.04 -5.06 - -

9+50 9+75 10+00

10+25

10+50 10+75 10+90

10" DUCTILE IRON PIPE

10" C900 DR-18 PVC

160 S MAIN ST,

FARMINGTON, UT 84025

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

-N F

A Y

-S

E\ D

\7 C

.D W

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C U1

O F

ITY

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

FEET

20100

SHEET NOTES:

1. INSTALL ALL PIPE BENDS AND FITTINGS WITH

THRUST BLOCKS PER DETAIL 2/CU501.

2. PLACE FLOWABLE FILL BETWEEN PIPES WITH

LESS THAN 18" OF VERTICAL DISTANCE.

CONNECT TO EXISTING 12" HDPE WATERLINE

WITH 12"x10" TAPPING SLEEVE (FIELD VERIFY

WALL THICKNESS IS DR17 OR GEATER).

FLANGE 10" GATE VALVE TO TAPPING SLEEVE.

INSTALL THRUST BLOCKING PER DETAIL 2/CU501.

CONNECT TO EXISTING 12"

HDPE WATERLINE WITH 12"x10"

TAPPING SLEEVE. FLANGE 10"

GATE VALVE TO TAPPING

SLEEVE. FIELD VERIFY DEPTH

AND PIPE DIMENSION RATIO.

10" DUCTILE IRON

HEIGHT TO BE DETERMINED BY

FILTER DESIGN

(2) 10" 11.25° VERTICAL BEND

WELL HOUSE BUILDING

10" 90° VERTICAL BEND

10" C900 DR-18 PVC 2D LENGTH = 39 LF

10" 11.25° BEND

10" DUCTILE IRON PIPE 2D LENGTH = 11 LF

8.14' OF 8" DUCTILE IRON PIPE

17.43' OF 8" DUCTILE IRON PIPE

20+00

21+00

22+00

22+70

4' SDMH PER DETAIL 2/CU506 & 1/CU507

STA=20+50.07

RIM=4333.40'

INV NW IN=4327.73'

INV SW OUT=4327.73'

4' SDMH PER DETAIL C/CU506 & 1/CU507

STA=20+98.91

RIM=4333.40'

INV NE IN=4326.75'

INV NW IN=4327.40'

INV SW OUT=4326.75'

25+00

25+75

TIO

STATION

19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75

CUT/FILL

EG FG

TIO

STATION

24+75 25+00 25+25 25+50 25+75

CUT/FILL

EG FG

16" GAS - HOLLY ENERGY

UNKNOWN DEPTH - FIELD VERIFY

- -0.22 -0.22 - 1.58 - 0.02 - 0.34 - +0.93 - 0.57 - - - - - -

19+75 20+00

20+25

20+50

20+75 21+00

21+25

21+50

21+75 22+00

22+25

22+50 22+75

15" RCP AT 1.00%

4' SDMH

STA=20+50.07

RIM=4333.40'

INV NW IN=4327.73'

INV SW OUT=4327.73'

15" RCP AT 2.00%

3'-4" 1'-1"

15" RCP AT 1.00%

4' SDMH

STA=20+98.91

RIM=4333.40'

INV NE IN=4326.75'

INV NW IN=4327.40'

INV SW OUT=4326.75'

- -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00

24+75 25+00

25+25

25+50 25+75

4' SDMH

STA=20+98.91

RIM=4333.40'

INV NE IN=4326.75'

INV NW IN=4327.40'

INV SW OUT=4326.75'

15" RCP AT 2.00%

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C U1

O F

ITY

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

FEET

40200

160 S MAIN ST,

FARMINGTON, UT 84025

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

-N F

A Y

-S

E\ D

\8 C

.D W

2'-6"×4' BLOW-OFF DISCHARGE BOX

2'-6"×4' BLOW-OFF

DISCHARGE BOX

PER DETAIL 4/P502

15" INV SE OUT = 4328.21'

2'-6"×4' BLOW-OFF

DISCHARGE BOX

PER DETAIL 4/P502

15" INV SE OUT = 4328.21'

15" RCP 2D LENGTH = 251 LF

2'-6"×4' BLOW-OFF DISCHARGE BOX

15" RCP 2D LENGTH = 46 LF

SHEET NOTES:

1. PLACE FLOWABLE FILL BETWEEN PIPES WITH

LESS THAN 18" OF VERTICAL DISTANCE.

INSTALL GRATE ON

STORM DRAIN OUTFALL

INSTALL GRATE ON

STORM DRAIN OUTFALL

SD SD

2" HDPE DR11 TEE

CLEAN OUT PER 4/CU503

LOCATOR BALL

STA=30+58.81

2" HDPE DR11 TEE

CLEAN OUT PER 4/CU503

LOCATOR BALL

STA=30+95.75

30+00

31+00 32+00

+00

35+00

35+38

2" 45° HDPE DR11 BEND

CLEAN OUT PER 3/CU503

LOCATOR BALL

STA=32+51.26

CLEAN OUT PER 3/CU503

STA=32+10.75

9.52' OF 10" PVC AT 1.00%

CONNECT TO BACKWASH TANK

PER DETAILS ON SHEET CU504

STA=30+28.73

4' SSMH

STA=30+38.25

RIM=4333.80'

INV SW IN=4322.81'

INV NE OUT=4322.08'

4' SSMH

STA=34+28.70

RIM=4352.21'

INV S IN=4344.21'

INV E OUT=4343.21' STA=35+32.96

CONNECT TO TOP OF

EXISTING 10" SEWER

104.26' OF 4" PVC AT 4.34%

O N

STATION

29+75 30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 35+25 35+50 35+75 36+00

EG FG

29+75 30+00

30+25

30+50

30+75 31+00

31+25

31+50

31+75 32+00

32+25

32+50

32+75 33+00

33+25

33+50

33+75 34+00

34+25

34+50

34+75 35+00

35+25 35+50 35+75 36+00

15" RCP

STA=30+44.81

1 1/2" HDPE DR11 (IPS) SEWER FORCE MAIN

12'-6"

N E

V S

4' S

=3 0+

M =4

5'-3"

10" PVC AT 1.00%

E O

4' S

=3 4+

M =4

160 S MAIN ST,

FARMINGTON, UT 84025

P: 801.451.2383

No.

11-25-20

PRETTYMAN

AARON

9637735-2202

JOSHUA

-N F

A Y

-S

E\ D

\9 C

.D W

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C U1

O F

ITY

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

FEET

60300

EXISTING GROUND

SEWER LINE SHEET NOTES

1. ALL PIPING SHALL CONSIST OF 11

2" HDPE DR11 PIPE

(IPS) UNLESS INDICATED.

2. PROVIDE LOCATOR BALLS AT LOCATIONS

INDICATED AND PER 2/CU504

3. INLET AND OUTLET SEWER PIPES SHALL BE JOINED TO

THE MANHOLE WITH A FLEXIBLE, WATERTIGHT

GASKET CONNECTION.

4. MANHOLE SHALL BE CONSTRUCTED OF

REINFORCED CONCRETE.

5. MANHOLE BASE AND WALLS UP TO AT LEAST 12

INCHES ABOVE THE TOP OF THE UPPER MOST SEWER

PIPE ENTERING THE MANHOLE, SHALL BE

FABRICATED IN A SINGLE POUR WITHOUT JOINTS.

6. MANHOLE SHALL BE AIR PRESSURE TESTED AFTER

INSTALLATION.

7. IMPERMEABLE CUT-OFF WALLS TO BE INSTALLED IN

SEWER TRENCHES ON THE EAST AND SOUTH WALLS

FROM STATION 30+28.73 TO STATION 32+00.

8. PLACE FLOWABLE FILL BETWEEN PIPES WITH LESS

THAN 18" OF VERTICAL DISTANCE.

9. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO

LOCATE ALL EXISTING UTILITY LINES FROM RECORDS

PROVIDED BY OTHERS AND EVIDENCE IN THE FIELD.

CONTRACTOR TO POTHOLE ALL EXISTING UTILITY

LOCATIONS TO VERIFY LOCATIONS PRIOR TO

COMMENCING WORK.

10. INSTALL SUBMERSIBLE PUMP IN 48" MANHOLE

LOCATED AT STATION 30+38.25.

SEWER PIPE TO BE FLAT OR SLOPED

UPWARD TOWARDS MANHOLE.

HIGH SPOTS ARE NOT ALLOWED.

EXISTING WATERLINE

(ASSUMED 4 FT COVER)

MINIMUM 1.5 FT VERTICAL

CLEARANCE TO SEWER

EXISTING PRESSURIZED IRRIGATION

(ASSUMED 4FT COVER)

MINIMUM 1.5 FT VERTICAL

CLEARANCE TO SEWER

M A

STREET

2" HDPE DR-11 (IPS) 2D LENGTH = 400 LF

CONNECT TO TOP OF

EXISTING 10" SEWER LINE

10" C900 DR-21PVC 2D LENGTH = 10 LF

BACKWASH TANK

4" C900 DR-21 PVC 2D LENGTH = 105 LF

EXISTING STORM DRAIN

(ASSUMED 4FT COVER)

MINIMUM 1.5 FT VERTICAL

CLEARANCE TO SEWER EXISTING COMMUNICATION

LINE (ASSUMED DEPTH)

MINIMUM 1.5 FT VERTICAL

CLEARANCE TO SEWER

CU504

AutoCAD SHX Text

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C U5

O F

SHEPARD CREEK

WELL HOUSE

2021-0001

29 OCTOBER 2024

1799 SOUTH MAIN ST

FARMINGTON, UT 84025

M. CHANDLER, P.E.

J. PRETTYMAN, P.E.

J. DEMANN

-C F

A Y

-S

E\ D

C U5

W G

1 FARMINGTON CITY CULINARY WATER TRENCH SECTION

NOT TO SCALE 2 FARMINGTON CITY THRUST BLOCK DETAIL

NOT TO…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 31, 2024.