2-(2026.09.17) Upper PI Pond Joint Repair Drawings.pdf

SHEET NO.

G-102

S:

\E ng in ee rin g\ C ap ita l I m pr ov em en t P ro je ct s\

PR

ES

SU

R

IZ

ED

IR

R

IG

AT

IO

N P

R O

JE

C

TS

\U pp er

P on d w ee d

M ai nt en an ce

\1

D es ig n

D ra w in gs \C

AD

D es ig n\ C ov er

_N ot es .d w g

G

EN

ER

AL

N O

TE

S

G

EN

ER

AL

U

PP

ER

P

I P O

N D

J O

IN

T

R

EP

AI

R

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

EA

ST

N O

R

TH

AM

ER

IC

AN

F O

R K, U T

PH

O N

E:

(8

) 7

-3

R

EV

IS

IO

N S

N O

D

AT

E

BY

D

ES

C

R

IP

TI

O

N

D

ES

IG

N

B Y:

K C

S

D R

AW

N

B Y:

K C

S

C H

EC

KE

D B

Y:

B

PH

PL

O

T D

AT

E:

/1

0/

PR

O

J N

O

PI

GENERAL NOTES

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.

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.

3. 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.

4. 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.

5. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE, AND HAVE SPECIAL SKILLS ON THE

NATURE, EXTENT, AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTORS

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.

6. 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.

7. CONTRACTORS SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY WORK DONE WITHIN RIGHTS-OF-WAY OR EASEMENTS FROM THE CITY, CUWCD, UTAH COUNTY, UTAH TRANSIT AUTHORITY, UNION PACIFIC RAILROAD, AND UDOT. CONTRACTORS SHALL NOTIFY CITY, COUNTY, AND/OR STATE, 24 HOURS IN ADVANCE OF COMMENCING THE WORK, OR AS REQUIRED BY SAID

PERMITS. UDOT MAY REQUIRED TO BOND FOR A CONSTRUCTION PROJECT WITHIN UDOT RIGHT OF

WAY. THE CONTRACTOR SHALL OBTAIN SUCH REQUIRMENT BEFORE THE CONSTRUCTION.

8. 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.

9. 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.

10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES

NECESSARY FOR PUBLIC SAFETY. SHALL COMPLY WITH MUTCD STANDATDS. SEE 19

11. 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.

12. ALL UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BLUE STAKES FOR LOCATIONS OF ALL UTILITIES. CALL 1-800-662-4111 BEFORE YOU DIG.

13. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION AND ENSURE

THEY REMAIN IN PLACE AND OPERATIONAL (UNLESS OTHERWISE NOTED BY PROPERTY OWNER).

14. 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(PDF, NAD83 UTAH CENTRAL ZONE US

SURVEY FEET). ONE COPY OF THE AUTOCAD DRAWING (.DWG) FILE WITH ITS ACCOMPANYING SURVEY 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.

15. IF EXISTING UTILITIES OR CULVERTS ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR IS

RESPONSIBLE TO REMOVE AND REPLACE THESE ITEMS.

16. SAFE CONSTRUCTION PROCEDURES AND WORKING CLEARANCES ARE TO BE MAINTAINED AT ALL

TIMES WHILE WORKING NEAR POWERLINES. FOLLOW OSHA SAFETY GUIDELINES

17. 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. CONTACT THE CITY OR COUNTY SURVEYOR FOR MONUMENT LOCATIONS AND

CONSTRUCTION DETAILS.

18. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADES BEFORE STARTING WORK AND SHALL

IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

19. TRAFFIC CONTROL IS TO CONFORM WITH UDOT AND MUTCD STANDARDS.

20. TRAFFIC CONTROL SHALL INCLUDE PROVISIONS FOR BIKES AND PEDESTRIANS.

21. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY EACH HOME OR BUSINESS THAT WILL BE IMPACTED

AND COORDINATE WORK AS NECESSARY COORDINATE TRASH COLLECTION, ETC.

22. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION. ANY RELOCATION OF MAILBOXSERVICE MUST BE FIRST COORDINATED WITH THE US POSTAL SERVICE AND THE HOMEROWNER. BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE US POSTAL SERVICE AND RELOCATE MAILBOXESACCORDING TO

THE REQUIREMENTS OF THE POSTAL SERVICE.

23. NO PRODUCTS WILL BE FURNISHED BY THE OWNER UNLESS SPECIFICALLY STATED OTHERWISE.

24. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED WATER LINE TESTING AND NEEDED

BLOW-OFFS.

25. RESTORE OR PRESERVE ALL EXISTING FENCES, ROAD, AND DITCHES UNLESS OTHERWISE STATED ON

THE PLANS.

26. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT

DOCUMENTS, THE MOST CURRENT EDITION OF STANDARD SPECIFICATIONS AND DRAWINGS, AND THE

MOST CURRENT EDITION OF THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL OF STANDARD

SPECIFICATION AND PLANS.

27. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL UTILITY CONFLICTS UPON DISCOVERY.

28. ALL EXCAVATION, BACKFILLING, AND OTHER EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. STRUCTURAL FILL, BEDDING, IMPORTED BACKFILL, GRANULAR SUBBASE, AND BASE COURSE MATERIALS SHALL MEET THE REQUIREMENTS OUTLINED IN THE PROJECT

SPECIFICATIONS.

29. AVOID PUTTING THE ASPHALT SEAM IN THE WHEEL PATH.

30. THE SLOPES OF EXCAVATIONS AND/OR FILLS SHALL BE SHAPED TO MEET SAFETY REQUIREMENTS DEPENDENT ON SOIL TYPES, BUT IN NO CASE SHALL THE FINISHED SLOPE BE IN EXCESS OF 3:1 FOR CUT AREAS OR 3:1 FOR FILL AREAS EXCEPT AS APPROVED OTHERWISE BY THE CITY ENGINEER PER

15.01.330 SLOPES.

31. VERIFY DEPTHS OF UTILITIES IN THE FIELD BY POTHOLING 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. COORDINATE ALL UTILITY POTHOLE WORK WITH AMERICAN FORK CITY.

32. ALL TREES REMOVAL/PROTECTION, PLEASE CONTACT AMERICAN FORK FORESTER AT 801-763-3000

EXT 5692.

33. ALL TRAFFIC SIGNS/PARTS THAT ARE REMOVED SHALL BE RETURNED BACK TO THE CITY STREET

DIVISION FOR FINAL DISPOSAL/REUSE.

34. AMERICAN FORK CITY MAY DIRECT CONTRACTOR IN THE PRE-CONSTRUCTION MEETING TO PLACE WATER VALVES AT PROPERTY LINE EXTENSION POINTS AT VARIOUS INTERSECTIONS WITHIN THE GENERAL PROJECT AREA. THE CONTRACTOR WILL BE COMPENSATED FOR THE ACTUAL PRICE OF ANY

ADDITIONAL PARTS REQUIRED TO PLACE VALVES AT THESE LOCATIONS WITH NO MARK-UP. IF

ADDITIONAL WATER LINE AND TRENCHING IS REQUIRED FOR THIS PLACEMENT, THE CONTRACTOR WILL BE COMPENSATED BASED ON THE UNIT PRICE IN THE BID. NO ADDITIONAL COMPENSATION WILL BE

PROVIDED FOR THIS CHANGE.

35. CONTRACTOR SHALL MEET ALL AMERICAN FORK CITY STANDARDS AS OUTLINED IN THE AMERICAN FORK CITY STANDARD, DRAWINGS, AND SPECIFICATIONS. IF THERE IS A CONFLICT BETWEEN APWA AND

THE CITY'S STANDARDS THE MORE STRINGENT OF SHALL GOVERN.

36. CONTRACTOR SHALL IMPORT ALL PIPE BEDDING MATERIAL, ALL ROAD BASE MATERIAL, ETC.

CONTRACTOR SHALL EXPORT ALL IN SITU SOIL.

37. NEW METERS AND METER BOXES SHALL BE RELOCATED PER CONSTRUCTION DRAWINGS.

38. CONTRACTOR IS REQUIRED TO MEET ALL AMERICAN FORK CITY STORM WATER POLLUTION

PREVENTION PLAN REQUIREMENTS.

39. 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. ANY MINOR DEVIATIONS TO THE APPROVED PLANS MUST BE REVIEWED AND APPROVED BY THE CITY INSPECTOR

DURING CONSTRUCTION.

40. SIGNIFICANT REVISION TO THE APPROVED PLANS SHALL REQUIRE REVISED PLANS TO BE SUBMITTED TO THE AMERICAN FORK CITY ENGINEER/DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO

CONSTRUCTION.

41. HALF THE PROJECT MAY BE CLOSED AT A TIME, TWO OF THE THREE WEST ROADS SHALL REMAIN

OPEN AT ANY GIVEN TIME. (FOR 100 WEST 3S TO 7S USE ONLY)

42. TRENCH AREA TO BE CLEAN AND PASSABLE IN ALL WEATHER CONDITIONS AFTER PIPE INSTALLATION

AND TRENCH BACKFILLED. USE SKIM PATCH OR REGULARLY CLEAN AND MAINTAIN.

43. PROVIDE ALL PR/PROJECT INFORMATION TO BRONTE STEVENS CITY COMMUNICATION SPECIALIST, 801-763-3000 EXT. 5609 AND BSTEVENS@AMERICANFORK.GOV.

44. FOR CURB AND GUTTER REPLACEMENT, IF THE FLOW IS GOOD THEN IT IS FINE TO STAY.

45. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN THREE (3) WEEKS PRIOR TO THE

PRE-CONSTRUCTION MEETING.

46. THE CONTRACTOR SHALL SUBMIT A TENTATIVE CONSTRUCTION SCHEDULE TWO (2) WEEKS PRIOR TO

THE PRE-CONSTRUCTION MEETING.

47. 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.

48. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURINGTHE 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.

49. 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 AMERICAN FORK

CITY.

50. 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

51. 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.

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

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

EXCAVATION.

54. 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.

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

GRADE.

56. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT SCHOOL BUSES SERVICES WITHIN THE

PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL

CONTACT THE SCHOOL BUS SERVICE AGENCY BEFORE, DURING AND AFTER THE CONSTURCTION TO ENSURE SCHOOL BUSES SERVICE IS SAFE AND NOT DISRUPTED. AND PROVIDE UPDATED DETOURS

AND ROAD CLOSURE INFORMATION TO THE SCHOOL BUS AGENCY AND THE OWNER.

ksmith Kelvin signiture

SHEET NO.

G-103

S:

\E ng in ee rin g\ C ap ita l I m pr ov em en t P ro je ct s\

PR

ES

SU

R

IZ

ED

IR

R

IG

AT

IO

N P

R O

JE

C

TS

\U pp er

P on d w ee d

M ai nt en an ce

\1

D es ig n

D ra w in gs \C

AD

D es ig n\ C ov er

_N ot es .d w g

AB

BR

EV

IA

TI

O

N S

AN

D

L

EG

EN

D

G

EN

ER

AL

U

PP

ER

P

I P O

N D

J O

IN

T

R

EP

AI

R

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

EA

ST

N O

R

TH

AM

ER

IC

AN

F O

R K, U T

PH

O N

E:

(8

) 7

-3

R

EV

IS

IO

N S

N O

D

AT

E

BY

D

ES

C

R

IP

TI

O

N

D

ES

IG

N

B Y:

K C

S

D R

AW

N

B Y:

K C

S

C H

EC

KE

D B

Y:

B

PH

PL

O

T D

AT

E:

/1

0/

PR

O

J N

O

PI

EXISTING PROPOSED

MAJOR CONTOUR

MINOR CONTOUR

EXTENTS OF GRADING

EDGE OF PAVEMENT

STREET/PATH CENTERLINE

CULINARY WATER LINE

PRESSURIZED IRRIGATION LINE

STORM DRAIN LINE

SANITARY SEWER LINE

NATURAL GAS LINE

ASPHALT

CONCRETE

RIP-RAP

FIRE HYDRANT

WATER VALVE

WATER METER

IRRIGATION VALVE

STORM DRAIN MANHOLE

STORM DRAIN CURB INLET

CATCH BASIN

SANITARY SEWER MANHOLE

POWER POLE

STREET SIGN

AC ACRE

AGGR AGGREGATE

ALGN ALIGNMENT

ALT ALTERNATE

APPR APPROXIMATE

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASSY ASSEMBLY

AVE AVENUE

BFV BUTTERFLY VALVE

BH BORE HOLE

BITUM BITUMINOUS

BK BACK

BOA BEGINNING OF ALIGNMENT

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CB CATCH BASIN

C-C CENTER TO CENTER

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IRON PIPE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

CONST CONSTRUCTION

CU COPPER

CY/CU YD CUBIC YARD

DBL DOUBLE

DI DUCTILE IRON

DIA/D DIAMETER

DIP DUCTILE IRON PIPE

DR DRIVE

DRWY DRIVEWAY

DWG DRAWING

E EAST

EA EACH

EG EXISTING GRADE

EP/EOP EDGE OF PAVEMENT

ELEC ELECTRICAL

EL/ELEV ELEVATION

ELOH OVERHEAD ELECTRICAL

EOA END OF ALIGNMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EX/EXIST EXISTING

FEMA FEDERAL EMERGENCY

MANAGEMENT AGENCY

FES FLARED END SECTION

FG FINISHED GRADE

FH FIRE HYDRANT

FIRM FLOOD INSURANCE RATE MAP

FL FLOWLINE

FM FORCE MAIN

FO FIBER OPTIC

FS FINISHED SURFACE

FT FOOT/FEET

GALV GALVANIZED

GB GRADE BREAK

GR GRATE

GV GATE VALVE

HDPE HIGH-DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

ALT. HORIZONTAL

HP HIGH POINT

HYD HYDRANT

IN INCH

ID INSIDE DIAMETER

INV INVERT

IRR IRRIGATION

LEN LENGTH

LF LINEAR FEET

LP LOW POINT

LT LEFT

MAX MAXIMUM

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OHWM ORDINARY HIGH WATER

MARK

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

PC POINT OF CURVATURE

PCC POINT OF COMPOUND

CURVATURE

PI POINT OF INTERSECTION

PL PROPERTY LINE

POLY POLYETHYLENE

HYD. POTABLE

PP POWER POLE

PRC POINT OF REVERSE

CURVATURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL

INTERSECTION

PUE PUBLIC UTILITY EASEMENT

RAD/R RADIUS

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

ROW RIGHT-OF-WAY

RR RAILROAD

RT RIGHT

S. SOUTH

SAN SANITARY

SCH. SCHEDULE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SF/SQ FT SQUARE FEET

SHT SHEET

SIM. SIMILAR

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

SW SIDEWALK

SY/SQ YD SQUARE YARD

TA TOP OF ASPHALT

TBC/TC TOP BACK OF CURB

TBR TO BE REMOVED

TC TOP OF CONCRETE

T.O.P. TOP OF PIPE

TW TOP OF WALL

TYP. TYPICAL

VAR. VARIES

VERT. VERTICAL

WAT. WATER

WL WATER LINE

WV WATER VALVE

ABBREVIATIONS

PI PI

LEGEND

GAS

WVWV

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

WM

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text

IRR

AutoCAD SHX Text

WM

AutoCAD SHX Text S

AutoCAD SHX Text

IRR

AutoCAD SHX Text D

CITY OF CEDAR HILLS

AMERICAN FORK CITY

11:055:0070

CITY OF HIGHLAND

CITY OF CEDAR HILLS

AMERICAN FORK CITY

00 20' 40'

R

EV

IS

IO

N S

N O

D

AT

E

BY

D

ES

C

R

IP

TI

O

N

D

ES

IG

N

B Y:

K C

S

D R

AW

N

B Y:

K C

S

C H

EC

KE

D B

Y:

B

PH

PL

O

T D

AT

E:

/1

0/

PR

O

J N

O

PI

SHEET NO.

C-101

S:

\E ng in ee rin g\ C ap ita l I m pr ov em en t P ro je ct s\

PR

ES

SU

R

IZ

ED

IR

R

IG

AT

IO

N P

R O

JE

C

TS

\U pp er

P on d w ee d

M ai nt en an ce

\1

D es ig n

D ra w in gs \C

AD

D es ig n\ D es ig n Fi le .d w g

JO

IN

T R

EP

AI

R O

VE

R

VI

EW

C

IV

IL

P

LA

N

S

U

PP

ER

P

I P O

N D

J O

IN

T

R

EP

AI

R

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

EA

ST

N O

R

TH

AM

ER

IC

AN

F O

R K, U T

PH

O N

E:

(8

) 7

-3

EXISTING FENCE REPAIR EXISTING CONCRETE AT

WATERSTOP JOINT (SEE SHEET D-101)

REPAIR EXISTING CONCRETE AT

WATERSTOP JOINT (SEE SHEET D-101)

REPAIR EXISTING CONCRETE AT

WATERSTOP JOINT (SEE SHEET D-101)

CLEAN AND CHALK WATERSTOP JOINTS (SEE SHEET D-101)

R

EV

IS

IO

N S

N O

D

AT

E

BY

D

ES

C

R

IP

TI

O

N

D

ES

IG

N

B Y:

K C

S

D R

AW

N

B Y:

K C

S

C H

EC

KE

D B

Y:

B

PH

PL

O

T D

AT

E:

/1

0/

PR

O

J N

O

PI

SHEET NO.

D-101

S:

\E ng in ee rin g\ C ap ita l I m pr ov em en t P ro je ct s\

PR

ES

SU

R

IZ

ED

IR

R

IG

AT

IO

N P

R O

JE

C

TS

\U pp er

P on d w ee d

M ai nt en an ce

\1

D es ig n

D ra w in gs \C

AD

D es ig n\ D es ig n Fi le .d w g

JO

IN

T R

EP

AI

R D

ET

AI

LS

D

ET

AI

LS

U

PP

ER

P

I P O

N D

J O

IN

T

R

EP

AI

R

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

EA

ST

N O

R

TH

AM

ER

IC

AN

F O

R K, U T

PH

O N

E:

(8

) 7

-3

#4 @ 18" O.C. (TYP.)

WATERSTOP CONCRETE

PATCH DETAIL

NOT TO SCALE

EXISTING REBAR. 18" O.C. (TYP.)

EXISTING CRACK CONTROL JOINT

EXISTING CONSTRUCTION JOINT

#4 @ 18" O.C. (TYP.)

3"

SIKA SWELL STOP

ALONG SAW CUT, (TYP.)

9" WATERSTOP

6"

DOWEL AND EPOXY IN NEW #4

REBAR 6" INTO CONCRETE (TYP.)

PLACED IN THE MIDDLE OF EXISTING REBAR

3"

EXISTING CONCRETE

INSTALL NEW CONCRETE

EXISTING CONCRETE CRACK

SEE NOTE 1

SE

E

N O

TE

SEE N

O

TE 1

SEE NOTE 1

NEW REBAR TO BE MEASURED

FROM EXISTING REBAR

LAP SPLICE REBAR WITH 20" MIN OVERLAP

A-A SECTION

WATERSTOP CONCRETE

PATCH PROFILE DETAIL

NOT TO SCALE

DOWEL AND EPOXY IN NEW #4

REBAR 6" INTO CONCRETE. PLACE

IN MIDDLE BETWEEN EXISTING REBAR (TYP.)

DOWEL AND EPOXY IN NEW #4

REBAR 6" INTO CONCRETE. PLACE

IN MIDDLE BETWEEN EXISTING REBAR (TYP.)EXISTING CONSTRUCTION JOINT

ELASTOMERIC FILL DETAIL

NOT TO SCALE

5"

CLEAN AND PREPARE PER MANUFACTURER

RECOMMENDATIONS. FILL JOINT W/ ELASTOMERIC

JOINT MATERIAL. MATERIAL TO BE FINISHED FLAT.

SUBMITTAL REQUIRED.

9" WATERSTOP

AA

NOTES:

1. SAWCUT MINIMUM 18" VERTICALLY AND 12"

HORIZONTALLY FROM EDGE OF EXISTING

CONCRETE CRACK.

2. DOWELED REBAR TO BE PLACED IN THE

MIDDLE BETWEEN EXISTING REBAR.