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DESCRIPTIONAPPROVEDDATE

ENGR PROJ 150552

YUMA CO CIP NO. 1.9915-D

CHECKED:

SECTIONS SW26 & NW35 T8S R23W G & SRM

IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

1"=20'

2

GN01

LEGENDS AND ABBREVIATIONS

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

PROFESSIONAL ENGINEERS

REINFORCED CONCRETE PIPE

RUBBER GASKET REINFORCED CONCRETE PIPE

SAN BERNARDINO MERIDIAN

UNION PACIFIC RAILROAD (FORMALLY SOUTHERN PACIFIC)

UNITED STATES BUREAU OF RECLAMATION

WELLTON MOHAWK IRRIGATION & DRAINAGE DISTRICT

YUMA COUNTY

YUMA COUNTY PUBLIC WORKS

YUMA COUNTY WATER USERS ASSOCIATION

YUMA MESA IRRIGATION & DRAINAGE DISTRICT

IRRIGATION

LATERAL

LINEAR FEET

LEFT

MEASURE

MAXIMUM

MINIMUM

MISCELLANEOUS

NORTH

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPERATION AND MAINTENANCE

OVERHEAD

PAGE

POINT OF INTERSECTION

POINT OF INTERSECTION VERTICAL CURVE

POINT ON TANGENT (CURVATURE)

POINT OF REVERSE CURVE

PROJECT

POINT OF REVERSE VERTICAL CURVE

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

PAVEMENT

RANGE, RADIUS (FIT CONTEXT)

REINFORCING BAR

REQUIRED

ROAD

REGISTERED LAND SURVEYOR

RIGHT

RIGHT-OF-WAY

SOUTH, SLOPE (FIT CONTEXT)

SCHEDULE

STORM DRAIN

SECTION

SHEET

SHOULDER

STAINLESS STEEL

STREET

STEEL

STATION

STANDARD

STRUCTURE

SIDEWALK

TOWNSHIP, TANGENT (FIT CONTEXT)

TEMPORARY BENCH MARK

TOP OF CURB

TELEPHONE UTILITY

TEMPORARY

TRANSITION

TYPICAL

UNDERGROUND

UNKNOWN

VERTICAL CURVE

VERTICAL

WEST

WOOD, WIDE (FIT CONTEXT)

WROUGHT IRON

IRR

LAT

LF

LT

M

MAX

MIN

MISC

N

NIC

NO.

NTS

OC

OD

O&M

OH

PG

PI

PIVC

POT, POC

PRC

PROJ

PRVC

PSI

PVC

PVI

PVMT

R

REBAR

REQD

RD

RLS

RT

R/W, ROW

S

SCH

SD

SEC

SHT, SH

SHLDR

SS

ST

STL

STA

STD

STR

S/W

T

TBM

TC

TEL

TEMP

TRANS

TYP

UG

UNKN

VC

VERT

W

WD

W. I.

AGGREGATE BASE COURSE

ALTERNATE

ASPHALTIC CONCRETE

AGGREGATE

ANGLE POINT

ASSESSOR'S PARCEL NUMBER

APPROXIMATE

ASSOCIATION

AVENUE

BACK OF CURB, BRASS CAP

BEGIN CURB RETURN

BOOK

BEGINNING OF PROJECT

BENCH MARK

BOTTOM

BEGINNING OF VERTICAL CURVE

CALCULATED

CENTERLINE

CHORD

CURB AND GUTTER

CHAIN LINK

CLEAR

CONTROL

COUNTY

CONCRETE

CONSTRUCTION

CONTINUOUS

CORNER

CORRECTION

CROWN (Top of Slope)

CENTER

CULVERT

DOUBLE

DETAIL

DIAMETER

DOCKET

DRIVEWAY

DRAWING

EAST

ELEVATION

EACH

END CURB RETURN

EDGE OF PAVEMENT

EXIST FINISHED FLOOR ELEV

ENGINEER

EQUAL

EASEMENT

END OF VERTICAL CURVE

EXISTING

FIELD BOOK

FACE OF CURB

FINISH GRADE

FLOWLINE

FOUND

FOOT

GALVANIZED

GRADE BREAK

GROUND

HEIGHT

HEADWALL

HANDHOLE

HORIZONTAL

HIGH WATER ELEV

HIGH WATER MARK

HIGHWAY

INSIDE DIAMETER

INVERT

IRON ROD

ABC

ALT

AC

AGG

AP

APN

APPROX

ASSOC

AVE

BC

BCR

BK

BOP

BM

BTM, BOTT

BVC

CALC

C

CH

C&G

C/L

CLR

CNTRL

CO

CONC

CONST

CONT

COR

CORR

CRN

CTR

CULV

DBL

DET

DIA,

DKT

D/W

DWG

E

E=, ELEV, EL

EA

ECR

EOP

EFFE

ENGR

EQ

ESMT

EVC

EX, EXST

FB

FC

FG

FL

FND, FD

FT

GALV

GB

GRND

H

HDWL

HH

HORIZ, HOR

HWE

HWM

HWY

ID

INV

IR

AMERICAN DISABILITIES ACTS

AMERICAN INSTITUTE OF CERTIFIED PLANNERS

ARIZONA DEPARTMENT OF TRANSPORTATION

ARIZONA POWER SERVICE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

BUSINESS 8 LOOP

BOARD OF SUPERVISORS

CITY OF YUMA

GILA AND SALT RIVER BASE AND MERIDIAN

GENERAL LAND OFFICE

HIGH DENSITY POLYETHYLENE

INTERSTATE 8 FREEWAY

MUTCD

P.E.

RCP

RGRCP

SBM

UPRR

USBR

WMI&DD

YC

YCPW

YCWUA

YMI&DD

NOTE: THIS IS A GENERAL

LIST OF ABBREVIATIONS AND ACRONYMS USED FOR ALL

YUMA COUNTY DESIGN PROJECTS. ALL ABBREVIATIONS

OR ACRONYMS LISTED ARE NOT NECESSARILY USED FOR

THIS PROJECT. ALL ACRONYMS USED IN THIS PROJECT

ARE NOT NECESSARILY LISTED HERE. ABBREVIATIONS

THAT HAVE DUPLICATE MEANINGS ARE DETERMINED

FROM THE CONTEXT OF THEIR RESPECTIVE USE.

NOTE: THIS IS A GENERAL LEGEND USED FOR ALL YUMA COUNTY

DESIGN PROJECTS. EXISTING OBJECTS ARE DASHED OR SUBDUED WHILE PROPOSED

DESIGNS ARE BOLD AND SOLID. ALL SYMBOLS LISTED ARE NOT NECESSARILY USED FOR

THIS PROJECT.

SECTION LINE

MID-SECTION LINE

1/16 SECTION LINE

CONSTRUCTION CENTERLINE

STRIPING CENTERLINE

EXISTING SIGNS

EXISTING GUY WIRE

EXISTING SERVICE POLE

EXISTING TELEPHONE JUNCTION BOX

EXISTING TELEPHONE MANHOLE

EXISTING RR RAIL POST W/BOX ON TOP

EXISTING MAIL BOX

EXISTING WATER VALVE

EXISTING WATER METER BOX

EXISTING GAS VALVE

EXISTING PALM TREE

EXISTING TREE

EXISTING SLOPE, PROPOSED SLOPE

PROPOSED CONCRETE

EXISTING CONCRETE

EXISTING SHOULDER

EXISTING AC PAVEMENT

PROPOSED AC PAVEMENT

PROPOSED SHOULDER

COMPACTED ABC GRAVEL FILL (SECTION)

NEW CULVERT OR PIPE

EXISTING GROUND ELEVATION

EXISTING ASPHALT ELEVATION

EXISTING EDGE OF PAVEMENT ELEVATION

EXISTING TOP (CROWN) OF SLOPE ELEVATION

EXISTING TOE OF SLOPE ELEVATION

EXISTING FLOW LINE ELEVATION

EXISTING EDGE OF FIELD ELEVATION

WATER SURFACE

DELTA, CHANGE IN DIRECTION

PROPOSED RIGHT-OF-WAY MARKER

1/64 SECTION LINE

SEC COR, 1/4 SEC COR, 1/16 SEC COR

OR 1/64 SEC COR RESPECTIVELY

SURVEY CENTERLINE &

TEMPORARY CONSTRUCTION EASEMENT

EXISTING POWER POLES & EXISTING POWER

POLE WITH LIGHT, LINE DIRECTION(S) SHOWN

EXISTING USBR MONITORING WELL

PROPOSED EARTH FILL (SECTION)

UNDISTURBED / COMPACTED EARTH (SECTION)

PROPOSED GROUND ELEVATION

EXISTING PAVEMENT

TO BE REMOVED

ADA

AICP

ADOT

APS

ASTM

B-8, BUS I-8

BOS

COY

G&SRB&M

GLO

HDPE

I-8

EXISTING FIRE HYDRANT

EXISTING CONCRETE ELEVATION

EXISTING ABC ELEVATION

EXISTING INVERT OF PIPE ELEVATION

EXISTING HIGH WATER MARK ELEVATION

FOUND SURVEY MONUMENT AS NOTED

AND/OR CENTERLINE OF INTERSECTION OF

SIDE STREET

EXST ASPHALT ELEVATION - SUPPLEMENT

EXISTING CULVERT OR PIPE

PROPOSED SIGNS

EXISTING SEWER MANHOLE

NEW STORM DRAIN MANHOLE

EXISTING STORM DRAIN MANHOLE

ACRONYM DEFINITION ACRONYM DEFINITION

ABBREVIATION DEFINITION

ABBREVIATION DEFINITION

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

EXISTING BACKFLOW PREVENTER

NEW WATER VALVE

NEW WATER METER BOX

PROPOSED DESIGN ASPHALT ELEVATION

PROPOSED DESIGN CONCRETE ELEVATION

PROPOSED POWER POLES BY OTHERS

Th

u, 2

2 A

ug

2

01

9 - 5

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4p

m, P

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98

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Yu

ma

_E

ng

le

r\C

ivil\D

WG

\S

he

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98

5 G

N0

1.d

wg

, "C

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AD

D S

ectio

n, D

DS

E

ng

in

ee

rin

g D

ivisio

n"

EXISTING CABLE JUNCTION BOX

EXISTING BLOW-OFF VALVE

ACRONYMS

ABBREVIATIONSLEGEND

EXISTING GAS LINE MARKER

L

EXISTING TELECOMMUNICATION/FIBER OPTIC LINE

EXISTING WATER LINE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING SANITARY FORCE MAIN

EXISTING CHAIN LINK FENCE

PROPOSED DAYLIGHT LINE

PROPOSED EDGE OF PAVEMENT

EXISTING DRAINAGE BASIN TOP/BOTTOM OF SLOPE

PROPOSED RIGHT OF WAY LINE

EXISTING RIGHT OF WAY LINE

EXISTING PROPERTY LINE

AutoCAD SHX Text

34425 DALE E. MILLER

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Expires: 12-31-2020

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8/23/19

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30

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19

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29

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20

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SP

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TJB

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TMH

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RB

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PP

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PP

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PP

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GW

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30

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19

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30

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19

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MB

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SEWER MH

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BFP

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WM

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WV

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FH

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GV

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MW

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WM

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PP

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CJB

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BOV

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SD MH

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SD MH

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C-121.95

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A-122.00

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(**A-115.33**)

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(HWM-114.89)

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(INV-115.97)

AutoCAD SHX Text

(ABC-113.15)

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(CONC-115.99)

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(CRN-115.99)

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(A-115.33)

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(GND-114.88)

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(EF-114.89)

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(FL-115.97)

AutoCAD SHX Text

(TOE-113.15)

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(TOP-115.99)

AutoCAD SHX Text

(EP-115.10)

AutoCAD SHX Text

(AC-115.33)

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115.25




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

GENERAL NOTES

3

GN02

AutoCAD SHX Text


AutoCAD SHX Text

Expires: 12-31-2020

AutoCAD SHX Text

8/23/19

AutoCAD SHX Text

1. SPECIFICATION RELATED NOTES SPECIFICATION RELATED NOTES A. ALL CONSTRUCTION WILL CONFORM TO THE MOST CURRENT YUMA COUNTY PUBLIC WORKS CONSTRUCTION STANDARDS AND STANDARD ALL CONSTRUCTION WILL CONFORM TO THE MOST CURRENT YUMA COUNTY PUBLIC WORKS CONSTRUCTION STANDARDS AND STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE APPROVED PLANS AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. ALL WORK SHALL BE COMPLETED IN A THOROUGH MANNER, FREE OF ANY WORKMANSHIP DEFECTS. THE CONTRACTOR SHALL INFORM THE ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING CHANGE TO THE PLANS AND REQUEST INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK. C. ANY DEFECTIVE MATERIAL OR WORKMANSHIP AS DETERMINED BY THE ENGINEER SHALL BE REPLACED AND/OR REPAIRED PRIOR TO FINAL ANY DEFECTIVE MATERIAL OR WORKMANSHIP AS DETERMINED BY THE ENGINEER SHALL BE REPLACED AND/OR REPAIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK D. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL PROPOSED PROJECT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL PROPOSED PROJECT MATERIAL DATA SHEETS AND ANY SHOP DRAWINGS. ANY MATERIAL SUPPLIED NOT IN CONFORMANCE WITH THE SPECIFICATIONS WILL BE REJECTED. E. ANY ITEM OF WORK CALLED OUT BY THE CONTRACT PLANS OR SPECIFICATIONS REQUIRED TO COMPLETE THE WORK AND NOT ANY ITEM OF WORK CALLED OUT BY THE CONTRACT PLANS OR SPECIFICATIONS REQUIRED TO COMPLETE THE WORK AND NOT SPECIFICALLY NOTED AS A BID ITEM ON THE PROPOSAL SHALL BE CONSIDERED INCIDENTAL TO SAID BID ITEM. F. THE CONTRACTOR WILL PROVIDE THE ENGINEER AND YUMA COUNTY WITH CERTIFIED COMPACTION, CONCRETE, AND LABORATORY TESTS AS THE CONTRACTOR WILL PROVIDE THE ENGINEER AND YUMA COUNTY WITH CERTIFIED COMPACTION, CONCRETE, AND LABORATORY TESTS AS REQUIRED BY YUMA COUNTY STANDARD SPECIFICATIONS AND THE UNIFORM BUILDING CODE PRIOR TO ACCEPTANCE OF THE PROJECT. G. ALL MATERIAL SUPPLIED MUST BE SUBMITTED AS "SUBMITTALS FOR CONSTRUCTION". ALL MATERIAL SUPPLIED MUST BE SUBMITTED AS "SUBMITTALS FOR CONSTRUCTION". 2. BLUESTAKE / UTILITIES - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA BLUESTAKE / UTILITIES - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA / UTILITIES - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA / UTILITIES - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA UTILITIES - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA UTILITIES - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA - THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA THE CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA CONTRACTOR WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA WILL BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA BE RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA RESPONSIBLE, IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA IN ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA ACCORDANCE WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA WITH ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA REVISED STATUTES, TO NOTIFY THE ARIZONA STATUTES, TO NOTIFY THE ARIZONA STATUTES, TO NOTIFY THE ARIZONA TO NOTIFY THE ARIZONA TO NOTIFY THE ARIZONA NOTIFY THE ARIZONA NOTIFY THE ARIZONA THE ARIZONA THE ARIZONA ARIZONA ARIZONA BLUE STAKE CENTER AT (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS STAKE CENTER AT (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS STAKE CENTER AT (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS CENTER AT (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS CENTER AT (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS AT (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS AT (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS (800) 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS 782-5348 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS OF COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS COMMENCING CONSTRUCTION ACTIVITIES. LOCATIONS CONSTRUCTION ACTIVITIES. LOCATIONS CONSTRUCTION ACTIVITIES. LOCATIONS ACTIVITIES. LOCATIONS ACTIVITIES. LOCATIONS LOCATIONS LOCATIONS OF EXISTING PUBLIC UTILITY LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND EXISTING PUBLIC UTILITY LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND EXISTING PUBLIC UTILITY LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND PUBLIC UTILITY LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND PUBLIC UTILITY LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND UTILITY LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND UTILITY LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND THE PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND PLANS ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND ARE APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND APPROXIMATE. THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND THE CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND CONTRACTOR MUST VERIFY THE LOCATIONS IN THE FIELD AND MUST VERIFY THE LOCATIONS IN THE FIELD AND MUST VERIFY THE LOCATIONS IN THE FIELD AND VERIFY THE LOCATIONS IN THE FIELD AND VERIFY THE LOCATIONS IN THE FIELD AND THE LOCATIONS IN THE FIELD AND THE LOCATIONS IN THE FIELD AND LOCATIONS IN THE FIELD AND LOCATIONS IN THE FIELD AND IN THE FIELD AND IN THE FIELD AND THE FIELD AND THE FIELD AND FIELD AND FIELD AND AND AND TAKE NECESSARY PRECAUTIONS. ANY DAMAGE TO A UTILITY SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. DUST CONTROL - THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST DUST CONTROL - THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL - THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL - THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST - THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST - THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST THE PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST PROJECT IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST IS LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST LOCATED WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST WITHIN A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST A PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST PM NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST 10 NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST NON-ATTAINMENT AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST AREA OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST OF YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST YUMA COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST COUNTY. THE CONTRACTOR SHALL MAINTAIN DUST THE CONTRACTOR SHALL MAINTAIN DUST THE CONTRACTOR SHALL MAINTAIN DUST CONTRACTOR SHALL MAINTAIN DUST CONTRACTOR SHALL MAINTAIN DUST SHALL MAINTAIN DUST SHALL MAINTAIN DUST MAINTAIN DUST MAINTAIN DUST DUST DUST ABATEMENT ACTIVITIES FOR THE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE ACTIVITIES FOR THE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE ACTIVITIES FOR THE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE FOR THE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE FOR THE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE THE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE THE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DURATION OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE OF THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE THE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE PROJECT, INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE INCLUDING WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE WEEKENDS AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE AND HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE HOLIDAYS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE THE CONTRACTOR SHALL MAINTAIN ADEQUATE THE CONTRACTOR SHALL MAINTAIN ADEQUATE CONTRACTOR SHALL MAINTAIN ADEQUATE CONTRACTOR SHALL MAINTAIN ADEQUATE SHALL MAINTAIN ADEQUATE SHALL MAINTAIN ADEQUATE MAINTAIN ADEQUATE MAINTAIN ADEQUATE ADEQUATE ADEQUATE MOISTURE LEVELS IN THE SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN LEVELS IN THE SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN LEVELS IN THE SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN IN THE SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN IN THE SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN THE SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN THE SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN SURFACE MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN MATERIALS TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN TO ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN ELIMINATE BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN BLOWING DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN DUST FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN FROM THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN THESE MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN MATERIALS. ALL HAUL TRUCKS, WHETHER INVOLVED IN ALL HAUL TRUCKS, WHETHER INVOLVED IN ALL HAUL TRUCKS, WHETHER INVOLVED IN HAUL TRUCKS, WHETHER INVOLVED IN HAUL TRUCKS, WHETHER INVOLVED IN TRUCKS, WHETHER INVOLVED IN TRUCKS, WHETHER INVOLVED IN WHETHER INVOLVED IN WHETHER INVOLVED IN INVOLVED IN INVOLVED IN IN IN DELIVERY OR REMOVAL ACTIVITIES, SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY OR REMOVAL ACTIVITIES, SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY OR REMOVAL ACTIVITIES, SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY REMOVAL ACTIVITIES, SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY REMOVAL ACTIVITIES, SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY ACTIVITIES, SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY ACTIVITIES, SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY SHALL BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY BE COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY COVERED AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY AND/OR TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY TARPED IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY IN ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY ORDER TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY TO NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY NEGATE THE REMOVAL OF MATERIAL FROM TRUCKS BY THE REMOVAL OF MATERIAL FROM TRUCKS BY THE REMOVAL OF MATERIAL FROM TRUCKS BY REMOVAL OF MATERIAL FROM TRUCKS BY REMOVAL OF MATERIAL FROM TRUCKS BY OF MATERIAL FROM TRUCKS BY OF MATERIAL FROM TRUCKS BY MATERIAL FROM TRUCKS BY MATERIAL FROM TRUCKS BY FROM TRUCKS BY FROM TRUCKS BY TRUCKS BY TRUCKS BY BY BY WINDS, EITHER NATURAL OR CAUSED BY THE MOVEMENT OF THE TRUCK. 4. TRAFFIC CONTROL PLAN - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO TRAFFIC CONTROL PLAN - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO CONTROL PLAN - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO CONTROL PLAN - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO PLAN - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO PLAN - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO THE CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO CONTRACTORS RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO RESPONSIBILITY TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO SUBMIT A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO A TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO TRAFFIC CONTROL PLAN TO YUMA COUNTY IN ORDER TO CONTROL PLAN TO YUMA COUNTY IN ORDER TO CONTROL PLAN TO YUMA COUNTY IN ORDER TO PLAN TO YUMA COUNTY IN ORDER TO PLAN TO YUMA COUNTY IN ORDER TO TO YUMA COUNTY IN ORDER TO TO YUMA COUNTY IN ORDER TO YUMA COUNTY IN ORDER TO YUMA COUNTY IN ORDER TO COUNTY IN ORDER TO COUNTY IN ORDER TO IN ORDER TO IN ORDER TO ORDER TO ORDER TO TO TO OBTAIN AN ENCROACHMENT PERMIT FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING AN ENCROACHMENT PERMIT FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING AN ENCROACHMENT PERMIT FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING ENCROACHMENT PERMIT FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING ENCROACHMENT PERMIT FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING PERMIT FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING PERMIT FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING FOR THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING THE CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING CONSTRUCTION WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING WORK THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING THAT WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING WILL AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING AFFECT A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING A PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING PUBLIC RIGHT OF WAY. THE PLAN WILL BE A CONTINUING RIGHT OF WAY. THE PLAN WILL BE A CONTINUING RIGHT OF WAY. THE PLAN WILL BE A CONTINUING OF WAY. THE PLAN WILL BE A CONTINUING OF WAY. THE PLAN WILL BE A CONTINUING WAY. THE PLAN WILL BE A CONTINUING WAY. THE PLAN WILL BE A CONTINUING THE PLAN WILL BE A CONTINUING THE PLAN WILL BE A CONTINUING PLAN WILL BE A CONTINUING PLAN WILL BE A CONTINUING WILL BE A CONTINUING WILL BE A CONTINUING BE A CONTINUING BE A CONTINUING A CONTINUING A CONTINUING CONTINUING CONTINUING PROGRAM TO PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S TO PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S TO PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S AND MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S AND MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S MAINTAIN PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S PROPER SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S SIGNS, BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S BARRICADES AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S AND WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S WARNING LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S LIGHTS TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S TO CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S CONTROL THE TRAFFIC, AND TO ASSURE THE PUBLIC'S THE TRAFFIC, AND TO ASSURE THE PUBLIC'S THE TRAFFIC, AND TO ASSURE THE PUBLIC'S TRAFFIC, AND TO ASSURE THE PUBLIC'S TRAFFIC, AND TO ASSURE THE PUBLIC'S AND TO ASSURE THE PUBLIC'S AND TO ASSURE THE PUBLIC'S TO ASSURE THE PUBLIC'S TO ASSURE THE PUBLIC'S ASSURE THE PUBLIC'S ASSURE THE PUBLIC'S THE PUBLIC'S THE PUBLIC'S PUBLIC'S PUBLIC'S HEALTH, WELFARE AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN WELFARE AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN WELFARE AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN ALL DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN DEVICES MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN OF UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN UNIFORM TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN TRAFFIC CONTROL DEVICES. THE TRAFFIC CONTROL PLAN CONTROL DEVICES. THE TRAFFIC CONTROL PLAN CONTROL DEVICES. THE TRAFFIC CONTROL PLAN DEVICES. THE TRAFFIC CONTROL PLAN DEVICES. THE TRAFFIC CONTROL PLAN THE TRAFFIC CONTROL PLAN THE TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN CONTROL PLAN CONTROL PLAN PLAN PLAN MUST INCLUDE ALL DETOUR ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST INCLUDE ALL DETOUR ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST INCLUDE ALL DETOUR ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST ALL DETOUR ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST ALL DETOUR ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST DETOUR ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST DETOUR ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST ROUTES. A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST A SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST SEPARATE TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST CONTROL PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST PLAN MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST MUST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST BE SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST SUBMITTED FOR EACH TRAFFIC CONTROL SITUATION AT LEAST FOR EACH TRAFFIC CONTROL SITUATION AT LEAST FOR EACH TRAFFIC CONTROL SITUATION AT LEAST EACH TRAFFIC CONTROL SITUATION AT LEAST EACH TRAFFIC CONTROL SITUATION AT LEAST TRAFFIC CONTROL SITUATION AT LEAST TRAFFIC CONTROL SITUATION AT LEAST CONTROL SITUATION AT LEAST CONTROL SITUATION AT LEAST SITUATION AT LEAST SITUATION AT LEAST AT LEAST AT LEAST LEAST LEAST SEVEN (7) CALENDAR DAYS PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN (7) CALENDAR DAYS PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN (7) CALENDAR DAYS PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN CALENDAR DAYS PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN CALENDAR DAYS PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN DAYS PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN DAYS PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN PRIOR TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN TO PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN PLANNED IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN IMPLEMENTATION. THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN THE CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN CONTRACTOR SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN SHALL NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN NOTIFY THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN THE YUMA COUNTY TRAFFIC CONTROL TECHNICIAN YUMA COUNTY TRAFFIC CONTROL TECHNICIAN YUMA COUNTY TRAFFIC CONTROL TECHNICIAN COUNTY TRAFFIC CONTROL TECHNICIAN COUNTY TRAFFIC CONTROL TECHNICIAN TRAFFIC CONTROL TECHNICIAN TRAFFIC CONTROL TECHNICIAN CONTROL TECHNICIAN CONTROL TECHNICIAN TECHNICIAN TECHNICIAN 48 HOURS BEFORE IMPLEMENTING TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN HOURS BEFORE IMPLEMENTING TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN HOURS BEFORE IMPLEMENTING TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN BEFORE IMPLEMENTING TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN BEFORE IMPLEMENTING TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN IMPLEMENTING TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN IMPLEMENTING TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN TRAFFIC CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN CONTROL CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN CHANGES SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN SO THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN THE COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN COUNTY MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN MAY NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN NOTIFY EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN EMERGENCY SERVICES. THE TRAFFIC CONTROL PLAN SERVICES. THE TRAFFIC CONTROL PLAN SERVICES. THE TRAFFIC CONTROL PLAN THE TRAFFIC CONTROL PLAN THE TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN CONTROL PLAN CONTROL PLAN PLAN PLAN MUST BE PREPARED BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY BE PREPARED BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY BE PREPARED BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY PREPARED BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY PREPARED BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY AND IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY IMPLEMENTED UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY UNDER THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY THE ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY ON-SITE SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY SUPERVISION OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY OF A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY A PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY PERSON CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY CERTIFIED AS A TRAFFIC CONTROL SUPERVISOR BY AS A TRAFFIC CONTROL SUPERVISOR BY AS A TRAFFIC CONTROL SUPERVISOR BY A TRAFFIC CONTROL SUPERVISOR BY A TRAFFIC CONTROL SUPERVISOR BY TRAFFIC CONTROL SUPERVISOR BY TRAFFIC CONTROL SUPERVISOR BY CONTROL SUPERVISOR BY CONTROL SUPERVISOR BY SUPERVISOR BY SUPERVISOR BY BY BY ATSSA OR IMSA. 5. TRAFFIC CONTROL - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING TRAFFIC CONTROL - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING CONTROL - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING CONTROL - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING BE RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING RESPONSIBLE FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING FOR PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING PROVIDING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING AND MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING MAINTAINING PROPER SIGNS, BARRICADES, AND WARNING PROPER SIGNS, BARRICADES, AND WARNING PROPER SIGNS, BARRICADES, AND WARNING SIGNS, BARRICADES, AND WARNING SIGNS, BARRICADES, AND WARNING BARRICADES, AND WARNING BARRICADES, AND WARNING AND WARNING AND WARNING WARNING WARNING LIGHTS TO CONTROL THE TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL TO CONTROL THE TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL TO CONTROL THE TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL CONTROL THE TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL CONTROL THE TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL THE TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL THE TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL TRAFFIC AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL AND TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL TO ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL ASSURE THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL THE PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL PUBLIC'S HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL HEALTH, WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL WELFARE, AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL AND SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL SAFETY. ALL DEVICES MUST CONFORM TO THE MANUAL ALL DEVICES MUST CONFORM TO THE MANUAL ALL DEVICES MUST CONFORM TO THE MANUAL DEVICES MUST CONFORM TO THE MANUAL DEVICES MUST CONFORM TO THE MANUAL MUST CONFORM TO THE MANUAL MUST CONFORM TO THE MANUAL CONFORM TO THE MANUAL CONFORM TO THE MANUAL TO THE MANUAL TO THE MANUAL THE MANUAL THE MANUAL MANUAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC DEVICES (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC (MUTCD LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC LATEST EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC EDITION). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC BE RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC RESPONSIBLE FOR THE INSPECTION OF ALL TRAFFIC FOR THE INSPECTION OF ALL TRAFFIC FOR THE INSPECTION OF ALL TRAFFIC THE INSPECTION OF ALL TRAFFIC THE INSPECTION OF ALL TRAFFIC INSPECTION OF ALL TRAFFIC INSPECTION OF ALL TRAFFIC OF ALL TRAFFIC OF ALL TRAFFIC ALL TRAFFIC ALL TRAFFIC TRAFFIC TRAFFIC CONTROL INSTALLATIONS USED IN CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH INSTALLATIONS USED IN CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH INSTALLATIONS USED IN CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH USED IN CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH USED IN CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH IN CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH IN CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH CONJUNCTION WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH THIS PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH PROJECT AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH AND SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH SHALL INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH INSPECT, AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH AT LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH LEAST TWICE DAILY, TO ENSURE CONFORMANCE WITH TWICE DAILY, TO ENSURE CONFORMANCE WITH TWICE DAILY, TO ENSURE CONFORMANCE WITH DAILY, TO ENSURE CONFORMANCE WITH DAILY, TO ENSURE CONFORMANCE WITH TO ENSURE CONFORMANCE WITH TO ENSURE CONFORMANCE WITH ENSURE CONFORMANCE WITH ENSURE CONFORMANCE WITH CONFORMANCE WITH CONFORMANCE WITH WITH WITH THE APPROVED TRAFFIC CONTROL PLAN. 6. RECORD DRAWINGS - THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE RECORD DRAWINGS - THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE DRAWINGS - THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE DRAWINGS - THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE - THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE - THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE WILL BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE BE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE RESPONSIBLE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE FOR THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE PREPARATION AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE AND FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE FURNISHING OF "AS-BUILT' RECORD DRAWINGS. THE OF "AS-BUILT' RECORD DRAWINGS. THE OF "AS-BUILT' RECORD DRAWINGS. THE "AS-BUILT' RECORD DRAWINGS. THE "AS-BUILT' RECORD DRAWINGS. THE RECORD DRAWINGS. THE RECORD DRAWINGS. THE DRAWINGS. THE DRAWINGS. THE THE THE "AS-BUILT" INFORMATION SHALL BE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE INFORMATION SHALL BE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE INFORMATION SHALL BE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE SHALL BE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE SHALL BE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE BE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE BE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE RECORDED ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE ON THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE THE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE PLANS IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE IN RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE RED COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE COLORED PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE PENCIL. THE INFORMATION SHALL INCLUDE ALL CASES WHERE THE INFORMATION SHALL INCLUDE ALL CASES WHERE THE INFORMATION SHALL INCLUDE ALL CASES WHERE INFORMATION SHALL INCLUDE ALL CASES WHERE INFORMATION SHALL INCLUDE ALL CASES WHERE SHALL INCLUDE ALL CASES WHERE SHALL INCLUDE ALL CASES WHERE INCLUDE ALL CASES WHERE INCLUDE ALL CASES WHERE ALL CASES WHERE ALL CASES WHERE CASES WHERE CASES WHERE WHERE WHERE ACTUAL FIELD CONSTRUCTION DIFFERS FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND FIELD CONSTRUCTION DIFFERS FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND FIELD CONSTRUCTION DIFFERS FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND CONSTRUCTION DIFFERS FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND CONSTRUCTION DIFFERS FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND DIFFERS FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND DIFFERS FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND FROM THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND THE DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND DESIGNED INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND INFORMATION, ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND ALL CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND CONCEALED WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND WORK, ALL UTILITY LOCATIONS, ALL WATER VALVES AND ALL UTILITY LOCATIONS, ALL WATER VALVES AND ALL UTILITY LOCATIONS, ALL WATER VALVES AND UTILITY LOCATIONS, ALL WATER VALVES AND UTILITY LOCATIONS, ALL WATER VALVES AND LOCATIONS, ALL WATER VALVES AND LOCATIONS, ALL WATER VALVES AND ALL WATER VALVES AND ALL WATER VALVES AND WATER VALVES AND WATER VALVES AND VALVES AND VALVES AND AND AND MANHOLES. DIMENSIONS AND ELEVATIONS SHALL BE SHOWN FROM KNOWN REFERENCE POINTS. 7. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 - OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 - OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 SAFETY AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 AND HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 HEALTH ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 ACT (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 (OSHA) STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 STANDARD FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 FOR CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 CONSTRUCTION (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 (TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 29, CODE OF FEDERAL REGULATIONS, PART 1926 29, CODE OF FEDERAL REGULATIONS, PART 1926 CODE OF FEDERAL REGULATIONS, PART 1926 CODE OF FEDERAL REGULATIONS, PART 1926 OF FEDERAL REGULATIONS, PART 1926 OF FEDERAL REGULATIONS, PART 1926 FEDERAL REGULATIONS, PART 1926 FEDERAL REGULATIONS, PART 1926 REGULATIONS, PART 1926 REGULATIONS, PART 1926 PART 1926 PART 1926 1926 1926 AS AMENDED) AND YUMA COUNTY SAFETY REGULATIONS ARE APPLICABLE FOR THE COMPLETION OF THE WORK ON THIS PROJECT. 8. MONUMENTS - ANY SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD MONUMENTS - ANY SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD - ANY SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD - ANY SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD ANY SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD ANY SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD SHALL BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD BE REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD REPLACED IN ACCORDANCE WITH CITY OF YUMA STANDARD IN ACCORDANCE WITH CITY OF YUMA STANDARD IN ACCORDANCE WITH CITY OF YUMA STANDARD ACCORDANCE WITH CITY OF YUMA STANDARD ACCORDANCE WITH CITY OF YUMA STANDARD WITH CITY OF YUMA STANDARD WITH CITY OF YUMA STANDARD CITY OF YUMA STANDARD CITY OF YUMA STANDARD OF YUMA STANDARD OF YUMA STANDARD YUMA STANDARD YUMA STANDARD STANDARD STANDARD DETAILS BY THE CONTRACTOR AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS BY THE CONTRACTOR AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS BY THE CONTRACTOR AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS THE CONTRACTOR AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS THE CONTRACTOR AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS CONTRACTOR AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS CONTRACTOR AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS AT NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS NO EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS EXTRA COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS COSTS. CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS CONTRACTOR SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS SHALL UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS UTILIZE A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS A REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS REGISTERED LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS LAND SURVEYOR FOR REPLACEMENT OF MONUMENTS SURVEYOR FOR REPLACEMENT OF MONUMENTS SURVEYOR FOR REPLACEMENT OF MONUMENTS FOR REPLACEMENT OF MONUMENTS FOR REPLACEMENT OF MONUMENTS REPLACEMENT OF MONUMENTS REPLACEMENT OF MONUMENTS OF MONUMENTS OF MONUMENTS MONUMENTS MONUMENTS IN ACCORDANCE WITH ARIZONA REVISED STATUTES. 9. ACCESS TO ADJACENT PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST ACCESS TO ADJACENT PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST TO ADJACENT PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST TO ADJACENT PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST ADJACENT PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST ADJACENT PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST PROPERTY - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST - ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST ACCESS TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST TO ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST ADJACENT PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST PROPERTIES, CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST CROSS STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST STREETS OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST OR USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST USE OF STREETS SCHEDULED FOR IMPROVEMENT MUST OF STREETS SCHEDULED FOR IMPROVEMENT MUST OF STREETS SCHEDULED FOR IMPROVEMENT MUST STREETS SCHEDULED FOR IMPROVEMENT MUST STREETS SCHEDULED FOR IMPROVEMENT MUST SCHEDULED FOR IMPROVEMENT MUST SCHEDULED FOR IMPROVEMENT MUST FOR IMPROVEMENT MUST FOR IMPROVEMENT MUST IMPROVEMENT MUST IMPROVEMENT MUST MUST MUST BE REASONABLY MAINTAINED FOR NORMAL ACCESS AND LOCAL RESIDENTS. 10. SWPP - THE CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SWPP - THE CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) - THE CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) - THE CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THE CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THE CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CONTRACTOR SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARE ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BEHALF OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) OF THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THE COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) COUNTY, PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) STORM WATER POLLUTION PREVENTION PLAN (SWPPP) STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WATER POLLUTION PREVENTION PLAN (SWPPP) WATER POLLUTION PREVENTION PLAN (SWPPP) POLLUTION PREVENTION PLAN (SWPPP) POLLUTION PREVENTION PLAN (SWPPP) PREVENTION PLAN (SWPPP) PREVENTION PLAN (SWPPP) PLAN (SWPPP) PLAN (SWPPP) (SWPPP) (SWPPP) BY A CERTIFIED PROFESSIONAL IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO A CERTIFIED PROFESSIONAL IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO A CERTIFIED PROFESSIONAL IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO CERTIFIED PROFESSIONAL IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO CERTIFIED PROFESSIONAL IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO PROFESSIONAL IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO PROFESSIONAL IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO IN STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO STORM WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO WATER QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO QUALITY (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO (CPSWQ), TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO MEET EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO EPA AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO AND ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO ADEQ SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO SPECIFICATIONS. THE NOTICE OF INTENT (NOI) IS TO THE NOTICE OF INTENT (NOI) IS TO THE NOTICE OF INTENT (NOI) IS TO NOTICE OF INTENT (NOI) IS TO NOTICE OF INTENT (NOI) IS TO OF INTENT (NOI) IS TO OF INTENT (NOI) IS TO INTENT (NOI) IS TO INTENT (NOI) IS TO (NOI) IS TO (NOI) IS TO IS TO IS TO TO TO BE APPROVED BY ADEQ PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. 11. SEALANT - ALL EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - SEALANT - ALL EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - - ALL EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - - ALL EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - ALL EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - ALL EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - EXISTING CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - CRACKS ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - ½," OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - OR GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - GREATER SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - SHALL BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - BE ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - ROUTED, BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - BLOWN FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - FREE OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - OF DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - DEBRIS AND SEALED WITH POLYMER MODIFIER ASPHALT - AND SEALED WITH POLYMER MODIFIER ASPHALT - AND SEALED WITH POLYMER MODIFIER ASPHALT - SEALED WITH POLYMER MODIFIER ASPHALT - SEALED WITH POLYMER MODIFIER ASPHALT - WITH POLYMER MODIFIER ASPHALT - WITH POLYMER MODIFIER ASPHALT - POLYMER MODIFIER ASPHALT - POLYMER MODIFIER ASPHALT - MODIFIER ASPHALT - MODIFIER ASPHALT - ASPHALT - ASPHALT - - - RUBBER CRACK SEALANT PER MAG STD. SECTION 337. 12. PAVEMENT MARKING / STRIPING PAVEMENT MARKING / STRIPING A. CONSTRUCTION SIGNING AND BARRICADES SHALL BE FURNISHED BY THE CONTRACTOR ALL DEVICES SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION SIGNING AND BARRICADES SHALL BE FURNISHED BY THE CONTRACTOR ALL DEVICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). B. THE PROJECT ROADWAY'S PAVEMENT MARKINGS WILL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE MUTCD BY THE THE PROJECT ROADWAY'S PAVEMENT MARKINGS WILL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE MUTCD BY THE CONTRACTOR. 13. POWER LINES - THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS POWER LINES - THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS LINES - THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS LINES - THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS - THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS - THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS THERE ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS ARE OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS OVERHEAD POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS POWER AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS AND TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS TELEPHONE LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS LINES NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS NEAR AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS AND ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS ADJACENT TO THE WCRK AREAS. THE CONTRACTOR IS TO THE WCRK AREAS. THE CONTRACTOR IS TO THE WCRK AREAS. THE CONTRACTOR IS THE WCRK AREAS. THE CONTRACTOR IS THE WCRK AREAS. THE CONTRACTOR IS WCRK AREAS. THE CONTRACTOR IS WCRK AREAS. THE CONTRACTOR IS AREAS. THE CONTRACTOR IS AREAS. THE CONTRACTOR IS THE CONTRACTOR IS THE CONTRACTOR IS CONTRACTOR IS CONTRACTOR IS IS IS RESPONSIBLE FOR TAKING ALL NECESSARY PRECAUTIONS WHILE WORKING AROUND AND/OR UNDER SUCH LINES. 14. BARRICADES - FOR WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT BARRICADES - FOR WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT - FOR WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT - FOR WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT FOR WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT FOR WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT WORK LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT LOCATED OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT OUTSIDE OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT OF EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT EXISTING STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT STREETS, CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT CONTRACTOR SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT SHALL PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT PROVIDE LIGHTED BARRICADES POSITIONED ON FOUR-FOOT LIGHTED BARRICADES POSITIONED ON FOUR-FOOT LIGHTED BARRICADES POSITIONED ON FOUR-FOOT BARRICADES POSITIONED ON FOUR-FOOT BARRICADES POSITIONED ON FOUR-FOOT POSITIONED ON FOUR-FOOT POSITIONED ON FOUR-FOOT ON FOUR-FOOT ON FOUR-FOOT FOUR-FOOT FOUR-FOOT CENTERS AROUND THE PERIMETER OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED AROUND THE PERIMETER OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED AROUND THE PERIMETER OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED THE PERIMETER OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED THE PERIMETER OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED PERIMETER OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED PERIMETER OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED OF OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED OPEN EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED EXCAVATIONS AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED AT THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED THE CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED CONCLUSION OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED OF THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED THE WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED WORKDAY. TWO STRANDS OF BARRIER TAPE SHALL BE TIED TWO STRANDS OF BARRIER TAPE SHALL BE TIED TWO STRANDS OF BARRIER TAPE SHALL BE TIED STRANDS OF BARRIER TAPE SHALL BE TIED STRANDS OF BARRIER TAPE SHALL BE TIED OF BARRIER TAPE SHALL BE TIED OF BARRIER TAPE SHALL BE TIED BARRIER TAPE SHALL BE TIED BARRIER TAPE SHALL BE TIED TAPE SHALL BE TIED TAPE SHALL BE TIED SHALL BE TIED SHALL BE TIED BE TIED BE TIED TIED TIED AROUND THE BARRICADED AREA. FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH THE BARRICADED AREA. FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH THE BARRICADED AREA. FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH BARRICADED AREA. FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH BARRICADED AREA. FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH AREA. FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH AREA. FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH FOR WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH WORK LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH LOCATED WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH WITHIN EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH EXISTING STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH STREETS, CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH CONTRACTOR SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH SHALL PROTECT TRAFFIC FROM OPEN TRENCH WITH PROTECT TRAFFIC FROM OPEN TRENCH WITH PROTECT TRAFFIC FROM OPEN TRENCH WITH TRAFFIC FROM OPEN TRENCH WITH TRAFFIC FROM OPEN TRENCH WITH FROM OPEN TRENCH WITH FROM OPEN TRENCH WITH OPEN TRENCH WITH OPEN TRENCH WITH TRENCH WITH TRENCH WITH WITH WITH VEHICULAR-RATED STEEL PLATES OR PHYSICALLY SEPARATE TRAFFIC FROM OPEN TRENCH WITH PORTABLE BARRIERS (TEMPORARY CONCRETE BARRIER) DESIGNED IN ACCORDANCE WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN DESIGNED IN ACCORDANCE WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN DESIGNED IN ACCORDANCE WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN IN ACCORDANCE WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN IN ACCORDANCE WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN ACCORDANCE WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN ACCORDANCE WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN WITH ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN ADOT ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN ADOPTED DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN DESIGN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN STANDARDS FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN FOLLOWING THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN THE LENGTH OF NEED AND OFFSET FORMULAS FOUND IN LENGTH OF NEED AND OFFSET FORMULAS FOUND IN LENGTH OF NEED AND OFFSET FORMULAS FOUND IN OF NEED AND OFFSET FORMULAS FOUND IN OF NEED AND OFFSET FORMULAS FOUND IN NEED AND OFFSET FORMULAS FOUND IN NEED AND OFFSET FORMULAS FOUND IN AND OFFSET FORMULAS FOUND IN AND OFFSET FORMULAS FOUND IN OFFSET FORMULAS FOUND IN OFFSET FORMULAS FOUND IN FORMULAS FOUND IN FORMULAS FOUND IN FOUND IN FOUND IN IN IN THE AASHTO ROADSIDE DESIGN GUIDE. 15. FRAMES AND COVERS - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE FRAMES AND COVERS - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND COVERS - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND COVERS - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE COVERS - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE COVERS - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE - ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE ALL MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE MANHOLE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE FRAMES AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE COVERS, WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE WATER VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE VALVE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE BOXES AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE LIDS AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND OTHER SIMILAR EXISTING UTILITIES SHALL BE AND OTHER SIMILAR EXISTING UTILITIES SHALL BE OTHER SIMILAR EXISTING UTILITIES SHALL BE OTHER SIMILAR EXISTING UTILITIES SHALL BE SIMILAR EXISTING UTILITIES SHALL BE SIMILAR EXISTING UTILITIES SHALL BE EXISTING UTILITIES SHALL BE EXISTING UTILITIES SHALL BE UTILITIES SHALL BE UTILITIES SHALL BE SHALL BE SHALL BE BE BE RAISED TO GRADE OF FINISHED PAVEMENT. THE LOCATION OF THESE ITEMS SHALL BE RECORDED AND DELIVERED TO THE ENGINEER. 16. CLEANUP - THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS CLEANUP - THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS - THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS - THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS SHALL REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS REMOVE AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS AND DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS DISPOSE OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS OF ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS ALL UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS UNCLASSIFIED EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS EXCAVATION MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS MATERIAL, EXISTING PAVEMENT, CONCRETE DEBRIS EXISTING PAVEMENT, CONCRETE DEBRIS EXISTING PAVEMENT, CONCRETE DEBRIS PAVEMENT, CONCRETE DEBRIS PAVEMENT, CONCRETE DEBRIS CONCRETE DEBRIS CONCRETE DEBRIS DEBRIS DEBRIS AND ALL OTHER MATERIAL RESULTING FROM DEMOLITION ACTIVITIES. 17. PERMITS/NOTIFICATIONS - THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT PERMITS/NOTIFICATIONS - THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT - THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT - THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT ALL NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT NECESSARY PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT PERMITS AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT AND BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT BUSINESS LICENSES AND SHALL NOTIFY YUMA COUNTY AT LICENSES AND SHALL NOTIFY YUMA COUNTY AT LICENSES AND SHALL NOTIFY YUMA COUNTY AT AND SHALL NOTIFY YUMA COUNTY AT AND SHALL NOTIFY YUMA COUNTY AT SHALL NOTIFY YUMA COUNTY AT SHALL NOTIFY YUMA COUNTY AT NOTIFY YUMA COUNTY AT NOTIFY YUMA COUNTY AT YUMA COUNTY AT YUMA COUNTY AT COUNTY AT COUNTY AT AT AT LEAST 72 HOURS PRIOR TO COMMENCING WORK AND AT LEAST 48 HOURS PRIOR TO REQUIRING AN INSPECTION. 18. SANITARY FACILITIES - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT SANITARY FACILITIES - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT FACILITIES - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT FACILITIES - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT RESPONSIBILITY TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT TO PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT PROVIDE ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT ADEQUATE SANITARY FACILITIES ON LOCATION OF THE PROJECT SANITARY FACILITIES ON LOCATION OF THE PROJECT SANITARY FACILITIES ON LOCATION OF THE PROJECT FACILITIES ON LOCATION OF THE PROJECT FACILITIES ON LOCATION OF THE PROJECT ON LOCATION OF THE PROJECT ON LOCATION OF THE PROJECT LOCATION OF THE PROJECT LOCATION OF THE PROJECT OF THE PROJECT OF THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT FOR USE BY THE CONTRACTOR'S EMPLOYEES. 19. CHANGES - THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE CHANGES - THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE - THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE - THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE CONTRACTOR SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE SHALL NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE NOTIFY YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE YUMA COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE COUNTY AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE AND THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE ENGINEER IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE IMMEDIATELY OF ANY CONDITIONS REQUIRING CHANGE TO THE OF ANY CONDITIONS REQUIRING CHANGE TO THE OF ANY CONDITIONS REQUIRING CHANGE TO THE ANY CONDITIONS REQUIRING CHANGE TO THE ANY CONDITIONS REQUIRING CHANGE TO THE CONDITIONS REQUIRING CHANGE TO THE CONDITIONS REQUIRING CHANGE TO THE REQUIRING CHANGE TO THE REQUIRING CHANGE TO THE CHANGE TO THE CHANGE TO THE TO THE TO THE THE THE PLANS IN ACCORDANCE WITH ADOT SECTION 104.03. FAILURE TO NOTIFY SHALL RESULT IN INABILITY TO CLAIM CHANGES. 20. CONSTRUCTION STAKING, TESTING AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE CONSTRUCTION STAKING, TESTING AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE STAKING, TESTING AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE STAKING, TESTING AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE TESTING AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE TESTING AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE AND SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE SPECIAL INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE INSPECTION - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE - CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE CONSTRUCTION STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE STAKING CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE CONTROL WILL NOT BE PROVIDED BY THE COUNTY. THE WILL NOT BE PROVIDED BY THE COUNTY. THE WILL NOT BE PROVIDED BY THE COUNTY. THE NOT BE PROVIDED BY THE COUNTY. THE NOT BE PROVIDED BY THE COUNTY. THE BE PROVIDED BY THE COUNTY. THE BE PROVIDED BY THE COUNTY. THE PROVIDED BY THE COUNTY. THE PROVIDED BY THE COUNTY. THE BY THE COUNTY. THE BY THE COUNTY. THE THE COUNTY. THE THE COUNTY. THE COUNTY. THE COUNTY. THE THE THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. IS RESPONSIBLE FOR CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. IS RESPONSIBLE FOR CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. RESPONSIBLE FOR CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. RESPONSIBLE FOR CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. FOR CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. FOR CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. CONSTRUCTION STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. STAKING. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. MATERIAL TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. TESTING AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. AND SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. SPECIAL INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. INSPECTIONS WILL BE PROVIDED BY THE CONTRACTOR. WILL BE PROVIDED BY THE CONTRACTOR. WILL BE PROVIDED BY THE CONTRACTOR. BE PROVIDED BY THE CONTRACTOR. BE PROVIDED BY THE CONTRACTOR. PROVIDED BY THE CONTRACTOR. PROVIDED BY THE CONTRACTOR. BY THE CONTRACTOR. BY THE CONTRACTOR. THE CONTRACTOR. THE CONTRACTOR. CONTRACTOR. CONTRACTOR. ALL WORK SHALL BE IN ACCORDANCE WITH YUMA COUNTY PUBLIC WORKS STANDARDS, VOLUMES 1 THRU 3, EXCEPT AS REVISED HEREIN. 21. SIGNS - STOP SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SIGNS - STOP SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION - STOP SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION - STOP SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION STOP SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION STOP SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SIGNS, YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION YIELD SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SIGNS AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION AND ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION ALL OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION OTHER TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION TRAFFIC CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION CONTROL SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SIGNS SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION SHALL BE MOVED IF NECESSARY DURING THE CONSTRUCTION BE MOVED IF NECESSARY DURING THE CONSTRUCTION BE MOVED IF NECESSARY DURING THE CONSTRUCTION MOVED IF NECESSARY DURING THE CONSTRUCTION MOVED IF NECESSARY DURING THE CONSTRUCTION IF NECESSARY DURING THE CONSTRUCTION IF NECESSARY DURING THE CONSTRUCTION NECESSARY DURING THE CONSTRUCTION NECESSARY DURING THE CONSTRUCTION DURING THE CONSTRUCTION DURING THE CONSTRUCTION THE CONSTRUCTION THE CONSTRUCTION CONSTRUCTION CONSTRUCTION PROCESS AND BE REPOSITIONED TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN AND BE REPOSITIONED TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN AND BE REPOSITIONED TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN BE REPOSITIONED TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN BE REPOSITIONED TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN REPOSITIONED TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN REPOSITIONED TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN TEMPORARILY IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN IN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN A LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN LOCATION DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN DETERMINED BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN BY THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN THE ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN ENGINEER. STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN STOP SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN SIGNS AND YIELD SIGNS SHALL NOT BE TAKEN AND YIELD SIGNS SHALL NOT BE TAKEN AND YIELD SIGNS SHALL NOT BE TAKEN YIELD SIGNS SHALL NOT BE TAKEN YIELD SIGNS SHALL NOT BE TAKEN SIGNS SHALL NOT BE TAKEN SIGNS SHALL NOT BE TAKEN SHALL NOT BE TAKEN SHALL NOT BE TAKEN NOT BE TAKEN NOT BE TAKEN BE TAKEN BE TAKEN TAKEN TAKEN OUT OF SERVICE BUT RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE OF SERVICE BUT RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE OF SERVICE BUT RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE SERVICE BUT RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE SERVICE BUT RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE BUT RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE BUT RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE RATHER RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE RELOCATED IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE IN A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE A VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE VISIBLE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE LOCATION. OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE OTHER SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE SIGNS SHALL BE STORED BY THE CONTRACTOR DURING THE SHALL BE STORED BY THE CONTRACTOR DURING THE SHALL BE STORED BY THE CONTRACTOR DURING THE BE STORED BY THE CONTRACTOR DURING THE BE STORED BY THE CONTRACTOR DURING THE STORED BY THE CONTRACTOR DURING THE STORED BY THE CONTRACTOR DURING THE BY THE CONTRACTOR DURING THE BY THE CONTRACTOR DURING THE THE CONTRACTOR DURING THE THE CONTRACTOR DURING THE CONTRACTOR DURING THE CONTRACTOR DURING THE DURING THE DURING THE THE THE CONSTRUCTION PHASE OF THE PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS PHASE OF THE PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS PHASE OF THE PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS OF THE PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS OF THE PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS THE PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS THE PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS PROJECT. AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS AT THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS THE CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS CONCLUSION OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS OF THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS THE PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS PROJECT ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS ALL SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS SIGNS SHALL BE POSITIONED IN A PERMANENT LOCATION AS SHALL BE POSITIONED IN A PERMANENT LOCATION AS SHALL BE POSITIONED IN A PERMANENT LOCATION AS BE POSITIONED IN A PERMANENT LOCATION AS BE POSITIONED IN A PERMANENT LOCATION AS POSITIONED IN A PERMANENT LOCATION AS POSITIONED IN A PERMANENT LOCATION AS IN A PERMANENT LOCATION AS IN A PERMANENT LOCATION AS A PERMANENT LOCATION AS A PERMANENT LOCATION AS PERMANENT LOCATION AS PERMANENT LOCATION AS LOCATION AS LOCATION AS AS AS DETERMINED BY THE ENGINEER. STOP SIGNS AND STREET NAME SIGNS ARE TO BE POSITIONED AT INTERSECTIONS AS ILLUSTRATED ON THE PLANS.

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YUMA COUNTY PUBLIC WORKS GENERAL ROADWAY CONSTRUCTION NOTES

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Sheet List Table

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Sheet Number

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Sheet Title

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Sheet Description

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1

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CV01

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COVER SHEET

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2

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GN01

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LEGENDS AND ABBREVIATIONS

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3

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GN02

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GENERAL NOTES

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4

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TP01

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HWY 95 TYPICAL SECTIONS

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5

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TP02

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ENGLER AVENUE TYPICAL SECTIONS

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6

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GN03

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SURVEY CONTROL & QUANTITIES

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7

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PP01

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HWY 95 - PLAN AND PROFILE STA 6+00 TO STA 9+10

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8

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PP02

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HWY 95 - PLAN AND PROFILE STA 10+80 TO STA 14+54.75

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9

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PP03

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ENGLER AVE PLAN AND PROFILE STA 25+52 TO STA 29+00

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10

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PP04

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ENGLER AVE PLAN AND PROFILE STA 30+80 TO STA 32+29

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11

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PL01

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INTERSECTION LAYOUT DETAIL HIGHWAY 95 & ENGLER AVENUE

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12

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PL02

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INTERSECTION STAKING DETAIL HIGHWAY 95 & ENGLER AVENUE

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13

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DT01

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HWY 95 DRIVEWAY AND MEDIAN DETAILS

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14

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DT02

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ENGLER AVE DRIVEWAY AND MEDIAN DETAILS

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15

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TS01

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TRAFFIC SIGNAL NOTES, LEGEND, QUANTITIES

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16

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TS02

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TRAFFIC SIGNAL PLAN

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17

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TS03

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TRAFFIC SIGNAL POLE SCHEDULE

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18

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TS04

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TRAFFIC SIGNAL CONDUCTOR SCHEDULE

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19

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SS01

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SIGNING AND STRIPING NOTES, LEGEND, QUANTITIES

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20

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SS02

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HIGHWAY 95 SIGNING AND STRIPING PLAN

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21

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SS03

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ENGLER AVE SIGNING AND STRIPING PLAN

TYPICAL SECTION

HIGHWAY 95 STA 8+59.47 TO STA 9+40.61


TYPICAL SECTION



TYPICAL SECTION

HWY 95 STA 12+27.53 TO STA 12+80.63

MEDIAN TRANSITION TYPICAL SECTION









ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

HWY 95 TYPICAL SECTIONS

HIGHWAY 95 PAVEMENT

1

ENGLER PAVEMENT

2

4

TP01

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2% ±

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2% ±

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CONSTRUCTION

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RIGHT OF WAY

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2" MILL & OVERLAY EXISTING PAVEMENT

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RIGHT OF WAY

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SAWCUT

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SAWCUT

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SAWCUT

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2% ±

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CONSTRUCTION

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RIGHT OF WAY

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RIGHT OF WAY

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VARIES

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10:1

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1.5%

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VARIES

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10:1

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2% ±

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2% ±

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CONSTRUCTION

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RIGHT OF WAY

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RIGHT OF WAY

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SAWCUT WHERE SHOWN ON PLAN

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TRANSITION

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TRANSITION

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TRANSITION

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TRANSITION

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TRANSITION

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TRANSITION

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VARIES

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3:1

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VARIES

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10:1

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3:1

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VARIES

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10:1

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VARIES

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10:1

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3:1

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3:1

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3:1

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Expires: 12-31-2020

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8/23/19

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18" ABC

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6" SCARIFIED & PREPARED SUB-GRADE

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PAVEMENT SECTION

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FOG SEAL

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15" ABC

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PAVEMENT SECTION

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FOG SEAL

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BITUMINOUS TACK COAT

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FINAL 2" COURSE TO BE LAID CONCURRENT WITH OVERLAY

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FINAL 2" COURSE TO BE LAID CONCURRENT WITH OVERLAY

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2" (3/4" MIX) AC TYPE C

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2" (1/2" MIX) AC TYPE D

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FULL MILL & OVERLAY STA 6+33.00 TO STA 7+38.49 STA 14+11.64 TO STA 14+54.75 FULL RECONSTRUCTION STA 9+45.30 TO STA 10+55.35

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NOTE: BACKFILL BEHIND CURBS SHALL BE LEFT 1" BELOW TOP OF CURB

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HIGHWAY 95 LOCATIONS

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LEFT

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RIGHT

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STA 7+32 TO STA 8+08

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STA 10+58 TO STA 11+95

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STA 12+40 TO STA 13+95

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*

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*

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*

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*

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V-DITCH RETENTION LOCATIONS

TYPICAL SECTION

ENGLER AVE STA 31+74.03 TO STA 33+29

TYPICAL SECTION

ENGLER AVE STA 27+85.00 TO STA 29+63±

TYPICAL SECTION

ENGLER AVE STA 25+52.00 TO STA 27+85.00




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

ENGLER AVENUE

TYPICAL SECTIONS

5

TP02

ASPHALT TRANSITION SECTION

3

CONCRETE DRIVEWAY SECTION

4

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MONUMENT LINE

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MONUMENT LINE

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2" MILL & OVERLAY EXISTING PAVEMENT OR FULL DEPTH RECONSTRUCTION AS SHOWN ON PLANS

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CONSTRUCTION

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2% ±

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2% ±

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2% ±

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2% ±

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2% ±

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MONUMENT LINE

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MEDIAN STA 28+91.30 TO STA 27+85.00

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SAWCUT WHERE SHOWN ON PLANS

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SAWCUT WHERE SHOWN ON PLANS

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VARIES

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10:1

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3:1

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VARIES

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10:1

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3:1

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10:1

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10:1

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10:1

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10:1

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Expires: 12-31-2020

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8/23/19

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FULL RECONSTRUCTION PAVEMENT SECTION #2 STA 30+37± TO STA 31+74.03

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NOTE: BACKFILL BEHIND CURBS SHALL BE LEFT 1" BELOW TOP OF CURB

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ENGLER AVENUE LOCATIONS

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LEFT

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RIGHT

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STA 26+30 TO STA 27+00

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STA 25+50 TO STA 26+72

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STA 28+25 TO STA 29+10

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STA 27+75 TO STA 28+25

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STA 30+80 TO STA 31+30

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STA 28+78 TO STA 29+20

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STA 31+88 TO STA 33+25

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STA 31+38 TO STA 32+30

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STA 32+25 TO STA 33+25

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*

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V-DITCH RETENTION LOCATIONS

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*

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*

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*

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*

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6" ABC

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PAVEMENT SECTION

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FOG SEAL

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4" ABC (NPI)

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PAVEMENT SECTION

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PREPARED SUB-GRADE

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6" PCC DRIVEWAY




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

SURVEY CONTROL & QUANTITIES

6

GN03

TOTAL ESTIMATED QUANTITIES:

PP01 ESTIMATED QUANTITIES:




PL01 ESTIMATED QUANTITIES:

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Expires: 12-31-2020

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8/23/19

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SECTION 26

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S89°32'09"W590.78'

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SECTION LINE AND CENTERLINE HWY 95

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YUMA BRASS CAP IN HANDHOLE S. LEE DRIVE

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N00°08'10"W792.59'

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ENGLER AVENUE

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3/4" IRON PIPE IN HANDHOLE 15TH STREET

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ENGLER AVENUE

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YUMA BRASS CAP FLUSH STA 10+03.95 HWY 95 =STA 30+00.00 ENGLER AVENUE

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S89°31'37"W649.68'

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YUMA BRASS CAP IN HANDHOLE

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S00°14'34"E1769.60'

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YUMA ALLUMINUM CAP FLUSH E. CALLE CHAPALLA

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BASIS OF BEARING: S00°14'34"E(ASSUMED) BETWEEN A FOUND CITY OFYUMA BRASS CAP FLUSH AT THE INTERSECTION OF HIGHWAY 95 AND SOUTH ENGLER AVENUE, AND A FOUND CITY OF YUMA ALUMINUM CAP FLUSH AT THE INTERSECTION OF SOUTH ENGLER AVENUE AND EAST CALLE CHAPALLA BENCHMARK: CITY OF YUMA BENCHMARK #2082 ELEVATION 140.34 NAVD88 FOUND ADOT ALUMINUM CAP IN HANDHOLE AT INTERSECTION OF 16TH STREET AND ATLANTIC AVENUE

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SECTION 35

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ITEM #

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ITEM DESCRIPTION

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QTY

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UNIT

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2020040

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REMOVAL OF ASPHALTIC CONCRETE AND PC CONCRETE PAVEMENT

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4634

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SY

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2020047

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REMOVAL OF SIGNS

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8

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EA

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2020051

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REMOVE AND RELOCATE SIGN

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3

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EA

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2020060

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REMOVE, SALVAGE, AND REPLACE BUSINESS SIGN

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1

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EA

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2020201

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SAW CUTTING

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4060

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LF

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2030201

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EXCAVATION

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3152

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CY

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3030111

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AGGREGATE BASE - 15" DEPTH

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2040

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SY

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3030112

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2542

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SY

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3030113

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AGGREGATE BASE - 6" DEPTH (FOR DRIVEWAY TRANSITIONS)

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923

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SF

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4060004

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ASPHALTIC CONCRETE PAVEMENT TYPE D - 1/2" MIX - 2" DEPTH SURFACE COURSEDEPTH SURFACE COURSE

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9309

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SY

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4060006

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ASPHALTIC CONCRETE PAVEMENT TYPE C - 3/4" MIX - 2" DEPTH BASE COURSE

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4408

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SY

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4080012

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MILL ASPHALT PAVEMENT - 2" DEPTHDEPTH

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4897

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SY

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5050206

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RESET FRAME & COVER FOR MANHOLE

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3

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EA

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7010001

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MAINTENANCE AND PROTECTION OF TRAFFIC

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1

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LS

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8080656

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RELOCATE FIRE HYDRANT (ADJUST ONLY)

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1

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EA

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8080645

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RESET WATER METER BOX & COVER

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2

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EA

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8080646

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RESET FRAME AND COVER FOR VALVE BOX

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7

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EA

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9010001

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MOBILIZATION

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1

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LS

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9080106

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CONCRETE CURB AND GUTTER, TYPE A - 6" CURB HTCURB HT

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1912

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LF

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9080107

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CONCRETE SINGLE CURB

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1149

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LF

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9080150

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CONCRETE MEDIAN PAVEMENT - 4" DEPTHDEPTH

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2166

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SF

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9080296

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CONCRETE SIDEWALK PARALLEL CURB RAMP

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4

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EA

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9080305

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CONCRETE DRIVEWAY

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7589

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SF

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9090037

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RESET FRAME & COVER FOR MONITORING WELL

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1

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EA

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9090531

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RESET SURVEY MONUMENT

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2

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EA

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9170212

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CONCRETE CURB OPENING SPILLWAY

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16

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EA

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9158901

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CONCRETE FILLED PIPE BOLLARD

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9

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EA

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ITEM #

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ITEM DESCRIPTION

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QTY

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UNIT

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2020040

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755

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SY

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2020047

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REMOVAL OF SIGNS

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2

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EA

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2020201

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SAW CUTTING

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987

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LF

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3030112

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641

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SY

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3030113

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AGGREGATE BASE - 6" DEPTH (FOR DRIVEWAY TRANSITION)

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538

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SF

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4060004

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2075

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SY

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4060006

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291

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SY

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4080012

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1756

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SY

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9080106

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331

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LF

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9080107

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345

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LF

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9080150

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173

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SF

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9080305

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CONCRETE DRIVEWAY

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1630

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SF

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9170212

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4

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EA

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ITEM #

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ITEM DESCRIPTION

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QTY

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UNIT

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2020040

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1392

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SY

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2020047

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REMOVAL OF SIGNS

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4

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EA

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2020051

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2

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EA

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2020201

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SAW CUTTING

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1608

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LF

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3030112

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808

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SY

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3030113

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AGGREGATE BASE - 6" DEPTH (FOR DRIVEWAY TRANSITIONS)

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385

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SF

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4060004

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2712

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SY

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4060006

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AutoCAD SHX Text

814

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SY

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4080012

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1853

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SY

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8080645

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1

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EA

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9080106

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553

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LF

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9080107

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670

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LF

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9080150

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1927

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SF

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9080305

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CONCRETE DRIVEWAY

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2008

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SF

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9170212

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4

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EA

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ITEM #

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ITEM DESCRIPTION

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QTY

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UNIT

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2020040

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AutoCAD SHX Text

441

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SY

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2020201

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SAW CUTTING

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776

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LF

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3030111

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AutoCAD SHX Text

708

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SY

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4060004

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1371

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SY

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4060006

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AutoCAD SHX Text

809

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SY

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4080012

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AutoCAD SHX Text

663

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SY

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9080106

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AutoCAD SHX Text

456

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LF

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9080107

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6

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LF

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9080150

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3

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SF

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9080305

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CONCRETE DRIVEWAY

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3131

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SF

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9158901

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CONCRETE FILLED PIPE BOLLARD

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9

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EA

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9170212

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5

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EA

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ITEM #

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ITEM DESCRIPTION

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QTY

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UNIT

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2020040

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400

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SY

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2020051

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1

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A

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2020201

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SAW CUTTING

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418

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LF

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3030111

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638

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SY

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4060004

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AutoCAD SHX Text

1073

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SY

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4060006

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680

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SY

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4080012

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AutoCAD SHX Text

406

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SY

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9080106

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412

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LF

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9080305

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CONCRETE DRIVEWAY

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820

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SF

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9170212

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4

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EA

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ITEM #

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ITEM DESCRIPTION

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QTY

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UNIT

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2020040

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1646

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SY

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2020047

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REMOVAL OF SIGNS

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2

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EA

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2020060

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REMOVE, SALVAGE, AND REPLACE BUSINESS SIGN

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1

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EA

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2020201

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SAW CUTTING

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271

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LF

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3030111

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694

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SY

AutoCAD SHX Text

3030112

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AutoCAD SHX Text

1093

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SY

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4060004

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AutoCAD SHX Text

2078

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SY

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4060006

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AutoCAD SHX Text

1814

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SY

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4080012

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AutoCAD SHX Text

219

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SY

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5050206

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RESET FRAME & COVER FOR MANHOLE

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3

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EA

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8080656

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RELOCATE FIRE HYDRANT (ADJUST ONLY)

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1

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EA

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8080645

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AutoCAD SHX Text

1

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EA

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8080646

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RESET FRAME AND COVER FOR VALVE BOX

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7

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EA

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9080106

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160

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LF

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9080107

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128

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LF

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9080150

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63

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SF

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9080296

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CONCRETE SIDEWALK PARALLEL CURB RAMP

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4

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EA

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9090037

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RESET FRAME & COVER FOR MONITORING WELL

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1

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EA

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9090531

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RESET SURVEY MONUMENT

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2

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EA

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9170212

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AutoCAD SHX Text

1

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EA

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YUMA BRASS CAP FLUSH STA 9+93.93 HWY 95 =STA 30+00.00 ENGLER AVENUE

6+00

7+00

8+00

9+00

30+0

0

29+00

31+00




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

1"=20'

1"=2'

7

PP01

HWY 95 - PLAN AND PROFILE


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37.7

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37.7

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38.4

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37.2

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37.3

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37.2

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EFFE=137.62

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EFFE=138.24

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EFFE=137.23

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EFFE=137.36

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EFFE=137.39

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APN 66625001

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APN 66625164

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APN 66633097

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HWY 95

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PATE DR

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EXIST D/W

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EXIST D/W

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EXIST EOP

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EXIST EOP

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PROPOSED R/W

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EXIST PRIVATE SEWER FORCE MAIN

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EXIST PRIVATE SEWER FORCE MAIN

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PROPOSED TCE

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DAYLIGHT

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DAYLIGHT

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PROPOSED TCE

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PROPOSED TCE

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N89°32'09"E

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EXISTING GRADE AT CONSTRUCTION

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EXISTING EDGE OF PAVEMENT RIGHT

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PROPOSED GRADE CONSTRUCTION

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TOP OF CURB

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GUTTER FLOWLINE

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TOP OF CURB

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GUTTER FLOWLINE

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37.3

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37.6

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EFFE=137.62

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ROW

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ENGLER

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ENGLER

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REMOVAL/RELOCATE NOTES

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NO.

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DESCRIPTION

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REMOVE PAVEMENT

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REMOVE AND DISPOSE OF EXISTING LARGE CONCRETE TRAFFIC BARRIERS

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REMOVE CURB & GUTTER

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RELOCATE TRAFFIC SIGN PER TRAFFIC MARKING & SIGNING PLANS

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ADJUST WELL HEAD TO GRADE

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NOT USED

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ADJUST EXISTING MANHOLE FRAME AND COVER TO PROPOSED GRADE PER MAG STD DET 422

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REMOVE AND SALVAGE LOOPER TUBES

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ADJUST WATER VALVE TO GRADE PER MAG STD DET 391-1

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ADJUST FIRE HYDRANT TO GRADE

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FENCING AND GATES TO BE RELOCATED BY PROPERTY OWNER PRIOR TO CONSTRUCTION

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ADJUST (BRASS CAP) HANDHOLE TO GRADE

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POWER POLE AND ASSOCIATED GUY WIRES AND BOXES TO BE RELOCATED BY APS PRIOR TO CONSTRUCTION

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REMOVE TRAFFIC SIGN PER SIGNING AND MARKING SHEETS

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ADJUST WATER METER TO GRADE

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SAWCUT & MATCH EXISTING PAVEMENT

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RELOCATE PRIVATE BUSINESS SIGN

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PROTECT IN PLACE

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MATCH EXISTING

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CONSTRUCTION NOTES

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NO.

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DESCRIPTION

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ASPHALT PAVEMENT (4") ON AGGREGATE BASE COURSE (18") ON PREPARED SUBGRADE, PER PAVEMENT SECTION NO. 1, SHT TS01

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GRADE V DITCH FROM BACK OF RIGHT-OF-WAY PER TYPICAL SECTIONS

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6" VERTICAL CURB & GUTTER PER MAG STD DET 220-1, TYPE 'A'

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NOT USED

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ASPHALT PAVEMENT (2") ON AGGREGATE BASE COURSE (6") ON PREPARED SUBGRADE PER PAVEMENT SECTION No. 3 SHEET TS01

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MILL & OVERLAY EXISTING ASPHALT CONCRETE

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MEDIAN NOSE TRANSITION PER MAG STD DET 223

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RADIAL PARALLEL CURB RAMP PER MAG STD DET 236-5 AND DETAIL SHEET PL02

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CURB OPENING SPILLWAY PER YUMA COUNTY STD DTL 5-050, MODIFIED TO ELIMINATE SIDEWALK SCUPPER AND HANDRAIL AND DETAIL SHEET DET01

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SINGLE CURB PER MAG STD DET 222, TYPE "A"

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INSTALL 4" CONCRETE MEDIAN PAVEMENT SEE DETAIL SHEET DET01 AND DET02

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DRIVEWAY ENTRANCE PER YUMA CO. STD DET 3-225 AND DETAIL SHEETS DET01 & DET02 8' RADIUS.

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CONCRETE FILLED PIPE BOLLARD PER MAG DETAIL 140 TYPE 1 (SEE LOCATION TABLE SHEET PP03)

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CURB TRANSITION PER MAG STD DET 221 VERTICAL TO RIBBON

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NOT USED

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GENERAL NOTES

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1.

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CONTRACTOR TO REMOVE & REPLACE CURB & GUTTER AT NEAREST CONSTRUCTION JOINT RATHER THAN SAWCUTTING EXISTING CURB SECTION.

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2.

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CONSTRUCTION CALLOUTS DIMENSIONED TO ROADWAY CONSTRUCTION CENTERLINE ( )

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3.

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CURB DIMENSIONS ARE MEASURED TO BACK OF CURB (B/C)

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1

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10

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2

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11

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3

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12

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4

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13

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5

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14

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6

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15

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7

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16

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8

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S

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9

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P

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M

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1

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9

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2

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10

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3

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11

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4

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12

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5

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13

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6

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14

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7

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15

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8

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16

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Expires: 12-31-2020

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8/23/19

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SEE SHEET PP04 FOR ENGLER

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SEE SHEET PP05 FOR ENGLER

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VERT: 1" = '

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HORIZ: 1" = '

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0

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SCALE

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20

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10

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20

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20

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2

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MATCHLINE STA 10+00, SEE SHT PP02

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MATCHLINE STA 9+10, SEE SHT PL01

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7

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POWER POLE

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7

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GUY WIRE

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16

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SIGN

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7

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TR

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7

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CATV MH

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7

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POWER POLE

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BEGIN HIGHWAY 95 CONSTRUCTION STA 6+33.00

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TCE

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PROPOSED POWER POLE BY OTHERS

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11+00

12+00

13+00

14+00




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

1"=20'

1"=2'

8

PP02

HWY 95 - PLAN AND PROFILE

STA 10+80 TO STA 14+54.75

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37.8

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37.8

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37.7

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37.5

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37.4

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37.4

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EFFE

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APN 66626018

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APN 66634001

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APN 66634003

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APN 66626061

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APN 66626061

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APN 66626022

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HWY 95

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EXIST D/W

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EXIST D/W

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EXIST D/W

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EX. BASIN

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EX. BASIN

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EXIST PRIVATE SANITARY SEWER FORCE MAIN

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PROPOSED TCE

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DAYLIGHT

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PROPOSED TCE

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DAYLIGHT

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N89°31'37"E

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EXISTING EDGE OF PAVEMENT LEFT

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TOP OF CURB

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GUTTER FLOWLINE

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TOP OF CURB

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GUTTER FLOWLINE

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139.25

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80104

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37.9

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37.4

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ENGLER

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ENGLER

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NO.

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DESCRIPTION

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REMOVE PAVEMENT

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NOT USED

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PROTECT IN PLACE

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MATCH EXISTING

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CONSTRUCTION NOTES

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NO.

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DESCRIPTION

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NOT USED

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NOT USED

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GENERAL NOTES

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2.

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3.

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1

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10

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12

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14

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15

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16

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8

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9

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11

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14

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7

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15

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8

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16

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Expires: 12-31-2020

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8/23/19

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VERT: 1" = '

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HORIZ: 1" = '

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0

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SCALE

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20

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10

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20

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20

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2

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P

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BACK FLOW PREVENTOR

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P

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POST

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POST

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8

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WATER METER

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END HIGHWAY 95 CONSTRUCTION STA 14+54.75

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PROPOSED TCE

26+00

27+00

28+00

29+00

30+00

29+00




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

1"=20'

1"=2'

9

PP03

ENGLER AVE PLAN AND PROFILE

STA 25+52 TO STA 29+00

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37.5

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37.6

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37.3

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37.3

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37.3

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37.6

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37.7

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KEY PAD

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EFFE=137.60

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EFFE=138.50

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EFFE=137.56

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APN 66633098

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ENGLER AVE

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EXIST EDGE OF PAVEMENT

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PROPOSED R/W

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DAYLIGHT

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DAYLIGHT

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TYP

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S00°14'34"E

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OVERLAY

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TOP OF CURB

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GUTTER FLOWLINE

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TOP OF CURB

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GUTTER FLOWLINE

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37.4

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37.3

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EFFE=137.62

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ROW

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HWY 95

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NO.

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DESCRIPTION

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REMOVE PAVEMENT

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NOT USED

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PROTECT IN PLACE

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MATCH EXISTING

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CONSTRUCTION NOTES

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NO.

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DESCRIPTION

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NOT USED

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NOT USED

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GENERAL NOTES

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14

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7

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15

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8

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16

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Expires: 12-31-2020

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8/23/19

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VERT: 1" = '

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HORIZ: 1" = '

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0

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SCALE

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20

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10

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20

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20

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2

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BEGIN ENGLER AVENUE CONSTRUCTION STA 25+52.00

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BOLLARD LOCATION TABLE FOR ENGLER AVENUE

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STATION

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OFFSET

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28+78

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30.50 RT

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28+83

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30.50 RT

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28+88

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30.50 RT

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28+93

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30.50 RT

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28+98

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30.50 RT

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29+03

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30.50 RT

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29+08

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30.50 RT

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29+13

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30.50 RT

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29+18

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30.50 RT

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31+00

32+00

33+00

34+00

11+0

0

10+00

11+0

0




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

1"=20'

1"=2'

10

PP04

ENGLER AVE PLAN AND PROFILE

STA 30+80 TO STA 32+29

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EFFE=139.59

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EFFE=137.84

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APN 66626008

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ENGLER AVE

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15TH PLACE

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PROPOSED TCE

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PROPOSED TCE

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DAYLIGHT

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138.78

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S00°08'10"E

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OVERLAY

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TOP OF CURB

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GUTTER FLOWLINE

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TOP OF CURB

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GUTTER FLOWLINE

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139.25

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80104

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NO.

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DESCRIPTION

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REMOVE PAVEMENT

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NOT USED

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PROTECT IN PLACE

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MATCH EXISTING

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CONSTRUCTION NOTES

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NO.

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DESCRIPTION

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NOT USED

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NOT USED

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GENERAL NOTES

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7

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15

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8

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16

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Expires: 12-31-2020

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8/23/19

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SEE SHEET PP02 FOR HWY 95

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SEE SHEET PP03 FOR HWY 95

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VERT: 1" = '

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HORIZ: 1" = '

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0

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SCALE

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20

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10

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20

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20

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2

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END ENGLER AVENUE CONSTRUCTION STA 33+29.00

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30+00

29+00




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

1"=10'

N/A

11

PL01

INTERSECTION LAYOUT DETAIL

HIGHWAY 95 & ENGLER AVENUE

BBS

AutoCAD SHX Text

139.25

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80104

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37.4

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37.3

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EFFE=137.62

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ROW

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PROPOSED R/W

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HWY 95

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PROPOSED R/W

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PROPOSED R/W

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ENGLER AVE

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PROPOSED TCE

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PROPOSED TCE

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PROPOSED TCE

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ROLL GATE

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WATER VALVE

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NO.

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DESCRIPTION

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REMOVE PAVEMENT

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NOT USED

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PROTECT IN PLACE

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MATCH EXISTING

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CONSTRUCTION NOTES

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NO.

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DESCRIPTION

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NOT USED

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NOT USED

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GENERAL NOTES

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15

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16

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11

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4

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12

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5

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13

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6

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14

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7

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15

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8

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16

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Expires: 12-31-2020

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8/23/19

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GRAPHIC SCALE: 1" = '

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0

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SCALE

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10

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10

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5

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10

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STA 9+93.93 HWY 95 =STA 30+00 ENGLER AVENUE

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STA 10+03.95 HWY 95 =STA 30+00 ENGLER AVENUE

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TYP

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TYP

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POTHOLE NOTE: UTILITY POTHOLING WAS PERFORMED BY CARDNO AT SIGNAL POLE FOUNDATION LOCATIONS AND NOTHING WAS FOUND AT THE NORTHWEST OR NORTHEAST CORNER. AN UNDETERMINED 1 1/2" PLASTIC PIPE WAS NOTED IN THE VICINITY THE SOUTHERN POLE ON THE SOUTHEAST CORNER OF THE INTERSECTION. THE POLES AT THE SOUTHWEST CORNER WERE MOVED SINCE THE INITIAL POTHOLING AND NO INFORMATION IS AVAILABLE AT THAT LOCATION. THE CONTRACTOR SHALL EXERCISE CARE AND DUE DILIGENCE IN EXPOSING EXISTING UTILITIES AND NOTIFYING THE ENGINEER OF ANY CONFLICTS THAT MAY BE RESOLVED.

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30+00

29+00




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

1"=10'

N/A

12

INTERSECTION STAKING DETAIL

HIGHWAY 95 & ENGLER AVENUE

PL02

AutoCAD SHX Text

139.25

AutoCAD SHX Text

80104

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37.4

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37.3

AutoCAD SHX Text

EFFE=137.62

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ROW

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ENGLER AVE

AutoCAD SHX Text

139.94

AutoCAD SHX Text

140.76

AutoCAD SHX Text

140.73

AutoCAD SHX Text

139.96

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141.12

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140.74

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141.15

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140.77

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139.93

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140.25

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140.80

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141.18

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140.79

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140.16

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139.53

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139.04

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140.69

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141.08

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140.76

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139.74

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140.33

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140.78

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141.23

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140.82

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140.37

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139.50

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140.12

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140.79

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141.20

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140.61

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140.07

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139.17

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140.45

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141.18

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140.77

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140.74

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141.17

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140.61

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140.40

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140.39

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140.42

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141.07

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140.54

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141.11

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140.45

AutoCAD SHX Text

139.81

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140.08

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139.96

AutoCAD SHX Text

139.46

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139.93

AutoCAD SHX Text

139.91

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140.42

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139.73

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139.79

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140.82

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140.21

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140.40

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141.13

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141.22

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141.22

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140.23

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141.16

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140.39

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140.42

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139.94

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138.99

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138.89

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139.20

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139.23

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139.11

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138.83

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139.64

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140.14

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140.42

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140.05

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140.55

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141.02

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138.78

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138.84

AutoCAD SHX Text

138.86

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138.86

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139.28

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NO.

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DESCRIPTION

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REMOVE PAVEMENT

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NOT USED

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PROTECT IN PLACE

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MATCH EXISTING

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CONSTRUCTION NOTES

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NO.

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DESCRIPTION

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NOT USED

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NOT USED

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GENERAL NOTES

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14

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7

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8

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16

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Expires: 12-31-2020

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8/23/19

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GRAPHIC SCALE: 1" = '

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0

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SCALE

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10

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AutoCAD SHX Text


AutoCAD SHX Text

ENGLER AVE CENTER LINE

AutoCAD SHX Text

ENGLER AVE CENTER LINE

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HWY 95 CENTER LINE

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5.0'

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5.0'

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5.0'

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4.2'

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5.0'

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5.0'

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5.0'

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10.0'

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4.1'

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5.0'

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5.0'

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5.0'

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5.0'

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5.0'

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5.0'

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5.0'

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8.0'

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13.6'

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5.0'

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5.0'

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5.0'

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3.5'

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5.0'

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5.0'

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5.0'

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14.8'

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8.2'

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8.6'

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6.3'

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5.0'

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5.0'

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5.0'

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5.0'

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9+20

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9+40

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9+60

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9+80

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10+00

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10+20

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10+40

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10+60

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29+20

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29+40

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29+60

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29+80

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30+00

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30+20

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30+40

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30+60

7+00

8+00

9+00

LT

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RT

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EXISTING

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LT

LT

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13

PROPOSED ROW ASPHALT

TRANSITION

CONCRETE DRIVEWAY

ASPHALT

TRANSITION

MATCH

EXISTING

DT01

HWY 95 DRIVEWAY

AND MEDIAN DETAILS




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

ASPHALT

TRANSITION

ASPHALT

TRANSITION

CURB ELEVATION VIEW

SPILLWAY PLAN VIEW

CURB OPENING SPILLWAY DETAIL

SECTION A-A

SECTION B-B

AutoCAD SHX Text

EFFE=137.62

AutoCAD SHX Text

EFFE=138.24

AutoCAD SHX Text

EFFE=137.23

AutoCAD SHX Text

EFFE=137.36

AutoCAD SHX Text

EFFE=137.39

AutoCAD SHX Text

ROW

AutoCAD SHX Text

139.25

AutoCAD SHX Text

80104

AutoCAD SHX Text

HWY 95

AutoCAD SHX Text

HWY 95

AutoCAD SHX Text

20

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

HORIZ: 1" = '

AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ENGLER

AutoCAD SHX Text

ENGLER

AutoCAD SHX Text


AutoCAD SHX Text

Expires: 12-31-2020

AutoCAD SHX Text

8/23/19

AutoCAD SHX Text

CL OPENING PER PLAN STATION

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

GUTTER LINE

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

GUTTER LIP

AutoCAD SHX Text

GUTTER LINE

AutoCAD SHX Text

CURB

AutoCAD SHX Text

5' DUMPED RIPRAP D =6" 50=6" 12" THICK

AutoCAD SHX Text

ROW OR DAYLIGHT LINE PER PLANS

AutoCAD SHX Text

CURB BEYOND

AutoCAD SHX Text

COLD JOINT

AutoCAD SHX Text

6" CLASS "B" CONCRETE (SECTION 725)

AutoCAD SHX Text

6"x6" TOE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

ROW OR DAYLIGHT LINE PER PLANS

AutoCAD SHX Text

3:1 OR FLATTER

AutoCAD SHX Text

10%

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

3:1

26+00

27+00

28+00

29+00

LT

LT

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RT

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RT

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EXISTING

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31+0032+00

33+00

LT

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LT

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MATCH

EXISTING

14

ENGLER AVE DRIVEWAY

AND MEDIAN DETAILS

PROPOSED ROW

EXISTING ROW

EXISTING ROW

EXISTING ROW




ENGR PROJ 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

JM

MALA

MG

8-23-19

4985SHEET OF 21

DT02

AutoCAD SHX Text

KEY PAD

AutoCAD SHX Text

CG_SETTINGS

AutoCAD SHX Text

EFFE=137.60

AutoCAD SHX Text

EFFE=138.50

AutoCAD SHX Text

EFFE=137.56

AutoCAD SHX Text

ROW

AutoCAD SHX Text

139.25

AutoCAD SHX Text

80104

AutoCAD SHX Text

EFFE=137.84

AutoCAD SHX Text

ENGLER

AutoCAD SHX Text

ENGLER

AutoCAD SHX Text

HORIZ: 1" = '

AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

20

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

HWY 95

AutoCAD SHX Text

HWY 95

AutoCAD SHX Text


AutoCAD SHX Text

Expires: 12-31-2020

AutoCAD SHX Text

8/23/19

Contact Arizona 811 at least two full

working days before you begin excavation



ENGR PROJ. 150552

YUMA CO. CIP NO. 1.9915-D

CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

SHEET OF 21

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

SMK

ATW

ATW

4985

FINAL PLANS

C

E

R

T

IF

ICA

T

E

N

O

.

48269

SCOTT M.

KELLEY

Re

g

is

t

e

r

e

d

P

r

o

f

e

ssion

a

l

E

n

g

i

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(

C

iv

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)

EXPIRES: 09/30/2020

D

a

t

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S

ig

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d.....

.

.

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.

8

/

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1

9

TRAFFIC SIGNAL NOTES, LEGEND, QUANTITIES

15

TS01

08-23-19

BBS

7310001 FURNISH AND INSTALL 15' TYPE A POLE WITH FOUNDATION, ADOT DETAIL TS 4-1 EA 2

7310002 FURNISH AND INSTALL TYPE Q POLE WITH FOUNDATION, ADOT DETAIL TS 4-10 EA 3

7310003 FURNISH AND INSTALL TYPE R POLE WITH FOUNDATION, ADOT DETAIL TS 4-11 EA 1

7310004 FURNISH AND INSTALL PEDESTRIAN PUSH BUTTON POST WITH FOUNDATION, ADOT DETAIL TS 4-22 EA 8

7310005 FURNISH AND INSTALL LUMINAIRE ARM, 20' TAPERED, ADOT DETAIL TS 4-26 EA 4

7310006 FURNISH AND INSTALL TAPERED TRAFFIC SIGNAL MAST ARM - 30', ADOT DETAIL TS 4-28 EA 1



7320001 FURNISH AND INSTALL 2" SCHEDULE 40 PVC ELECTRICAL CONDUIT WITH PULL CORD IN TRENCH LF 18

7320002 FURNISH AND INSTALL 3" SCHEDULE 40 PVC ELECTRICAL CONDUIT WITH PULL CORD IN TRENCH LF 95

7320003 FURNISH AND INSTALL 2 - 4" SCHEDULE 40 PVC ELECTRICAL CONDUITS WITH DIRECTIONAL DRILLING LF 378

7320004 FURNISH AND INSTALL 2.5" SCHEDULE 40 PVC ELECTRICAL CONDUIT WITH PULL CORD IN TRENCH LF 86

7320005 FURNISH AND INSTALL NO 7 HD PULL BOX, 12" DEPTH, ADOT TS 1-2 EA 3

7320006 FURNISH AND INSTALL NO 7 HD PULL BOX, 24" DEPTH, ADOT TS 1-2 EA 1

7320007 FURNISH AND INSTALL TRAFFIC SIGNAL CONDUCTORS, ADOT TS 1-7 LS 1

7330001 FURNISH AND INSTALL TYPE F TRAFFIC SIGNAL FACE ASSEMBLY, 12" LENS, LED, ADOT DETAIL TS 8-1 EA 10

7330002 FURNISH AND INSTALL TYPE Q TRAFFIC SIGNAL FACE ASSEMBLY, 12" LENS, LED, ADOT DETAIL TS 8-3 EA 8

7330003 FURNISH AND INSTALL PEDESTRIAN COUNTDOWN SIGNAL, ADOT DETAIL TS 8-7 EA 8

7330004 FURNISH AND INSTALL TYPE II MOUNTING ASSEMBLY, ADOT DETAIL TS 9-1 EA 10

7330005 FURNISH AND INSTALL TYPE VII MOUNTING ASSEMBLY, ADOT DETAIL TS 9-1 EA 8

7340001 FURNISH AND INSTALL COBALT ATC TRAFFIC CONTROLLER AND ECONOLITE P44 TS2 TYPE IV CONTROL CABINET, ADOT TS 3-9 EA 1

7340002 FURNISH AND INSTALL CONTROL CABINET FOUNDATION, ADOT TS 2-4 EA 1

7340003 FURNISH AND INSTALL METER PEDESTAL, CABINET AND FOUNDATION, ADOT TS 2-6 EA 1

7350001 FURNISH AND INSTALL PEDESTRIAN PUSH BUTTON, ADOT TS 11-1 EA 8

7350002 FURNISH AND INSTALL VIDEO IMAGE VEHICLE TRAFFIC AND DETECTION SYSTEM LS 1

7360001 FURNISH AND INSTALL LED LUMINAIRE, HORIZONTAL MOUNT, TYPE 15L EA 4

7360002 FURNISH AND INSTALL UNINTERRUPTILBE POWER SUPPLY (BATTERY BACKUP) EA 1

9240001 ESTABLISH ELECTRICAL SERVICE FA 1

BBS





ENGR PROJ. 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

SHEET OF 21

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

SMK

ATW

ATW

4985

FINAL PLANS

C

E

R

T

IF

ICA

T

E

N

O

.

48269

SCOTT M.

KELLEY

Re

g

is

t

e

r

e

d

P

r

o

f

e

ssion

a

l

E

n

g

i

n

e

e

r

(

C

iv

il

)

EXPIRES: 09/30/2020

D

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t

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S

ig

n

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d.....

.

.

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.

.

.

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.

A

R

I

Z

O

NA,U

.S

.A

.

8

/

2

3

/

1

9

TRAFFIC SIGNAL PLAN

1:10

16

TS02

08-23-19

17

TS03

TRAFFIC SIGNAL POLE SCHEDULE

NA

08-23-19





ENGR PROJ. 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

SHEET OF 21

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

SMK

ATW

ATW

4985

FINAL PLANS

C

E

R

T

IF

ICA

T

E

N

O

.

48269

SCOTT M.

KELLEY

Re

g

is

t

e

r

e

d

P

r

o

f

e

ssion

a

l

E

n

g

i

n

e

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r

(

C

iv

il

)

EXPIRES: 09/30/2020

D

a

t

e

S

ig

n

ed..

..

.

.

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.

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.

A

R

I

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O

NA,U

.S

.

A

.

8

/

2

3

/

1

9

BBS

*ALL STATIONS ARE FROM ENGLER AVENUE





ENGR PROJ. 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

SHEET OF 21

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

SMK

ATW

ATW

4985

FINAL PLANS

C

E

R

T

IF

ICA

T

E

N

O

.

48269

SCOTT M.

KELLEY

Re

g

is

t

e

r

e

d

P

r

o

f

e

ssion

a

l

E

n

g

i

n

e

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r

(

C

iv

il

)

EXPIRES: 09/30/2020

D

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t

e

S

ig

n

ed..

..

.

.

.

.

.

.

.

.

.

.

.

.

A

R

I

Z

O

NA,U

.S

.

A

.

8

/

2

3

/

1

9

CONDUIT RUN NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

CONDUIT SIZE IN INCHES 2.5 2 - - 3 3 4 4 4 4 4 4 4 4 3 2 2.5 3 2.5 3 2.5 3 2.5 2.5 3 2.5 2.5 3 2.5

AWG CIRCUIT PHASE NUMBER OF WIRES

IMSA *

IMSA CableNO. OF CABLES

CONDUIT BY CONTRACTOR, CONDUCTOR BY APS

NOT USED

NOT USED

2 2 2 2 2 1 2 2 1 1 2 2 1 1 2 1 1 2 2 2 2 3 2 2 2 2 2 2 2

NO. OF CONDUCTORS 25 25 25 25 25 7 4 4 7 4 4 4 7 4 4 7 4 4 4 4 7 4 4 4 4 7 4 4 4

SIGNAL φ1 5 5 5 5 5 5

SIGNAL φ2 3 3 6

SIGNAL φ3 5 5 5 5

SIGNAL φ4 3 3 3 6 3

SIGNAL φ5 5 5 5 5

SIGNAL φ6 3 3 3 3

SIGNAL φ7 5 5 5 5 5

SIGNAL φ8 3 9

PED SIGNAL φ2 2 2 2 2

PED SIGNAL φ4 2 2 2 2 2 2

PED SIGNAL φ6 2 2 2 2 2

PED SIGNAL φ8 2 2 2 2

PED PB φ2 1 1 1 1 1

PED PB φ4 1 1 1 1 1 1

PED PB φ6 1 1 1 1

PED PB φ8 1 1 1 1

PED PB COMMON 1 1 1 1 1 1 1 1 1 1 1 1 1

SIGNAL COMMON 1 2 1 1 2 1 1 1 1 2 2 3 2 2 2 2

SPARES 5 49 30 19 30 2 2 2 1 4 2 1 2 1 4 4 3 4 4 2 4

#14

LIGHTING 240V 2 2 2 2 2 2 2 2 2 2

IISNS 120V

DET. LOOP φ1 1 1

DET. LOOP φ2 1

DET. LOOP φ3 1 1

DET. LOOP φ4 2 2

DET. LOOP φ5 1

DET. LOOP φ6 1 1

DET. LOOP φ7 1 1

DET. LOOP φ8 2 2

***VIDEO DETECTION 1 1

#8

SIGNAL COMMON **** 1 1 1 1 1 1

INSULATED BOND (GREEN) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

POWER (BLACK) 1

FIBER OPTIC CABLE (12 STRAND)

#6 SERVICE 120/240 VOLTS

18

TS04

TRAFFIC SIGNAL CONDUCTOR SCHEDULE

08-23-19

SIGNING AND STRIPING NOTES, LEGEND,

QUANTITIES

19

SS01

08-23-19





ENGR PROJ. 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

SHEET OF 21

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

SMK

ATW

ATW

4985

FINAL PLANS

C

E

R

T

IF

ICA

T

E

N

O

.

48269

SCOTT M.

KELLEY

Re

g

is

t

e

r

e

d

P

r

o

f

e

ssion

a

l

E

n

g

i

n

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r

(

C

iv

il

)

EXPIRES: 09/30/2020

D

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t

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S

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n

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d.....

.

.

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.

.

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A

R

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NA,U

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.A

.

8

/

2

3

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1

9

·

·

·

2020047 REMOVAL OF SIGNS EA 8

6070001 FURNISH AND INSTALL GALVANIZED SQUARE TUBE SIGN POST, TYPE 2S, ADOT SPEC 607 LF 63

6070048 CONSTRUCT FOUNDATION FOR SQUARE TUBE SIGN POST, ADOT SPEC 607 EA 6

6080001 FURNISH & INSTALL REGULATORY AND WARNING SIGN PANEL, TYPE XI SHEETING, ADOT SPEC 608 & 1007 SF 30

6080002 FURNISH AND INSTALL FLAT SHEET ALUMINUM PANEL, ADOT SPEC 608 SF 58

7040001 FURNISH AND INSTALL PAVEMENT MARKING, YELLOW STRIPE (4" EQUIVALENT), 90 MIL THERMOPLASTIC, ADOTSPEC 704 LF 1,902

7040002 FURNISH AND INSTALL PAVEMENT SYMBOL (SINGLE ARROW), 90 MIL THERMOPLASTIC EXTRUDED ALKYD, ADOTSPEC 704 EA 7

7040003 FURNISH AND INSTALL PAVEMENT MARKING, WHITE STRIPE (4" EQUIVALENT), 90 MIL THERMOPLASTIC, ADOT SPEC704 LF 1,424

7040004 FURNISH AND INSTALL PAVEMENT LEGEND (ONLY), 90 MIL THERMOPLASTIC EXTRUDED ALKYD, ADOT SPEC 704 EA 4

7040005 FURNISH AND INSTALL TRANSVERSE PAVEMENT MARKING, WHITE STRIPE (4" EQUIVALENT), 90 MILTHERMOPLASTIC ALKYD, ADOT SPEC 704 LF 2,229

7060140 PAVEMENT MARKER (RAISED, NON-REFLECTIVE, TYPE M) EA 10

7080001 FURNISH AND INSTALL INTERIM PAVEMENT MARKING, 4" YELLOW STRIPE, ADOT SPEC 708 LF 1,291

7080002 FURNISH AND INSTALL INTERIM PAVEMENT MARKING, 4" WHITE STRIPE, ADOT SPEC 708 LF 2,248

7080003 FURNISH AND INSTALL INTERIM PAVEMENT LEGEND (SINGLE ARROW), ADOT SPEC 708 EA 7

7080004 FURNISH AND INSTALL INTERIM PAVEMENT LEGEND (ONLY), ADOT SPEC 708 EA 4

HWY 95

EN

GL

ER

A

VE

NW1 NE1

SW1SE1

Highway 95

Engler Ave

NW1

SE1

NE1

SW1

Highway 95Engler Ave

Engler Ave

Highway 95

HIGHWAY 95 SIGNING AND STRIPING PLAN

20

SS02

08-23-19





ENGR PROJ. 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

SHEET OF 21

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

SMK

ATW

ATW

4985

FINAL PLANS

C

E

R

T

IF

ICA

T

E

N

O

.

48269

SCOTT M.

KELLEY

Re

g

is

t

e

r

e

d

P

r

o

f

e

ssion

a

l

E

n

g

i

n

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r

(

C

iv

il

)

EXPIRES: 09/30/2020

D

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t

e

S

ig

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d.....

.

.

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.

.

.

A

R

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O

NA,U

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.A

.

8

/

2

3

/

1

9

PARKING

WITHIN

PAVEMENT

10FEET

NO

OF

1:20

PAT

HWY95

EDR

PAT

HWY95

EDR

ENGLER AVE SIGNING AND STRIPING PLAN

21

SS03

08-23-19





ENGR PROJ. 150552


CHECKED:


IMPROVEMENT PROJECT



STATE OF ARIZONA

YUMA COUNTY

DESIGN:

SHEET OF 21

DRAWN:

HORIZ SCALE:

DATE:

VERT SCALE:DWG NO.

SMK

ATW

ATW

4985

FINAL PLANS

C

E

R

T

IF

ICA

T

E

N

O

.

48269

SCOTT M.

KELLEY

Re

g

is

t

e

r

e

d

P

r

o

f

e

ssion

a

l

E

n

g

i

n

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(

C

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)

EXPIRES: 09/30/2020

D

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d.....

.

.

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.

A

R

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NA,U

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.A

.

8

/

2

3

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1

9

E n g l e r

Ave

E n g l e r

Ave

Hwy95

1:20

city of yuma water, sewer jay simonton century link …

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