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FILENAME:G:\PROJECTS\523_TOWN_OF_PRESCOTT_VALLEY\523-33 Cattletrack Roadway and Pedestrian\CADD\DGN\PLANSET\Cattletrack-Roundup Sheets.dgn

REUSE OF DOCUMENTS:

SURVEYING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LYON ENGINEERING & SURVEYING, INC.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LYON ENGINEERING &

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DRAWING SCALE

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ARIZONA REGISTRATION NO.

DATENAME

TITLE

47997

NOT TO SCALE

DATE

BRIAN A. BUCHOLTZ, P.E., CFM

KELL PALGUTA

PROJECT MANAGER

MICHAEL GREER

KENDALL SCHUMACHER

523-33

R eg is te re d Pr ofe ssionalEngineer (C iv il)

AR

IZONA,U.S

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D a te

Signed

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FICATE

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47997

BRIAN A.

BUCHOLTZ

www.lyonengineering.com

(928) 776-1750

Prescott, AZ 86301

Building #2

2971 Willow Creek Road

KYMBERLI LOPEZ

JANELL KIEHL

KEN FREUND

MATT ZURCHER

PUBLIC WORKS DIRECTOR

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JANUARY 2026

JANUARY 2026

G.01

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SUBMITTED BY

(928) 308-1902

(928) 443-6794

(928) 776-2510

A

LT

9A

L T

264 264

ALT

(928) 759-3070

PRESCOTT, AZ 86301

1445 MASONRY WAY

CENTURYLINK

NEIL WADSWORTH

MAYOR

TOWN COUNCIL

ACCEPTED BY

(928) 759-3070

PRESCOTT, AZ 86301

6405 WILKINSON DRIVE

UNISOURCE ENERGY SERVICES

PRESCOTT, AZ 86305

3201 TOWER ROAD

SPARKLIGHT

MATT ZURCHER

PRESCOTT VALLEY, AZ 86314

7501 E. SKOOG BOULEVARD

UTILITIES DEPARTMENT

TOWN OF PRESCOTT VALLEY

PRESCOTT VALLEY, AZ 86314

7501 E. SKOOG BOULEVARD

PUBLIC WORKS DEPARTMENT

TOWN OF PRESCOTT VALLEY

PRESCOTT, AZ 86301

6672 CORSAIR AVENUE

ARIZONA PUBLIC SERVICE CO.

(928) 759-9062ETHAN BEYEA

JACOBS

OPERATIONS COMPANY:

UTILITIES CONTRACT

TOWN OF PRESCOTT VALLEY

HEATHER RUDER

(LUMEN)

SAMANTHA MEYER

DESCRIPTIONDWG NO.SHEET NO.

BRIAN A. BUCHOLTZ, P.E.

LESLIE WARD (928) 771-7234

KAYLA SAVAGE

CONTACT TELEPHONECOMPANY

GENERAL NOTES

BENCHMARK

CONTRACTOR CAUTION NOTE

EXTREME CAUTION REGARDING UNIDENTIFIED EXISTING DRY UTILITY LINES AND CONFLICTS.

LINES AND CONFLICTS ARE SHOWN IN THE IMPROVEMENT PLANS. CONTRACTOR TO USE

PROVIDERS TO IDENTIFY EXISTING LOCATIONS AND POTENTIAL CONFLICTS. ALL IDENTIFIED

A THOROUGH ATTEMPT AND COORDINATION HAS BEEN COMPLETED WITH THE DRY UTILITY

OF LYON ENGINEERING & SURVEYING, INC.

EXPIRATION DATE OF THESE PLANS IS AT THE SOLE DISCRETION

ENGINEERS STAMP ON THIS PAGE. ANY EXTENSION TO THE

PURSUANT TO THE STANDARD OF CARE AT THE DATE OF THE

PERMITS EXPIRES. LYON ENGINEERING PRODUCED THESE PLANS

ONE OF THE MUNICIPAL, COUNTY, STATE OR FEDERAL CONSTRUCTION

THE DATE SHOWN ON THE AFFIXED ENGINEERS STAMP OR, IF ANY

SURVEYING, INC. AND ARE NULL AND VOID 2 (TWO) YEARS AFTER

THESE PLANS ARE THE COPYRIGHT OF LYON ENGINEERING &

EXPIRATION DATE:

SR 89

A

GENERAL

EROSION CONTROL

DETAILS

ANTELOPE MEADOWS DR

SR 89

A

FAIN RD

AVE

POWERS

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PV UNIT 17

PV UNIT 18

PV UNIT 16

GRANVILLE PV UNIT 15 PV UNIT 9

PRONGHORN

VIEWPOINT

CIP # ST2501

DRAINAGE IMPROVEMENTS PROJECT

CATTLETRACK ROAD PEDESTRIAN AND

PUBLIC WORKS DEPARTMENT

TOWN OF PRESCOTT VALLEY CIVIL

REMOVALS

SIGNAGE & STRIPING

SEE DRAWING SVY.01 FOR BENCHMARK INFORMATION.

Phone: (928) 776-1750

2971 Willow Creek Road, Buiding #2, Prescott, Arizona 86301

UNLESS OTHERWISE SHOWN AS EXISTING.

SHALL BE DEDICATED BY A RECORDED LEGAL DESCRIPTION

ALL EASEMENTS CALLED OUT IN THESE CONSTRUCTION DRAWINGS

UNDERGROUND POWER LINES, GAS MAINS, AND OTHER DRY UTILITIES.

CONTRACTOR IS TO USE EXTREME CAUTION WHEN WORKING NEAR

FEMA FLOOD ZONES X (UNSHADED), X (SHADED), AE, AND AE (FLOODWAY).

LOMR IS CASE NO. 21-09-1015P, DATED 4/6/2022. THE PROJECT IS LOCATED IN

THE EFFECTIVE FEMA FIRM IS 04025C1714H, DATED 8/24/2021. THE EFFECTIVE

RIGHT-OF-WAY PERMITS ARE ALSO REQUIRED PRIOR TO CONSTRUCTION.

TO THE NTP BEING ISSUED. TOWN OF PRESCOTT VALLEY GRADING AND

THE CONTRACTOR TO THE TOWN FOR REVIEW AND APPROVAL PRIOR

A TRAFFIC CONTROL PLAN IS REQUIRED TO BE PROVIDED BY

DRAINAGE STATEMENT

FEMA FLOODPLAIN NOTE

WITHIN THE CORRIDOR.

IS MINIMAL AND SOLELY INTENDED TO IMPROVE PEDESTRIAN SAFETY

CONSTRUCTING THE IMPROVEMENTS AT GRADE. ANY PROPOSED FILL

TO FEMA FOR A CLOMR/LOMR MAP CHANGE. THIS IS ACCOMPLISHED BY

TOWN CODE FLOODPLAIN REGULATIONS AND WITHOUT HAVING TO SUBMIT

PROVIDE A SAFE, ADA-COMPLIANT PATH WHILE COMPLYING WITH THE

THE INTENT OF THE MUP DESIGN (ADJACENT TO ROUNDUP DRIVE) IS TO

CREATING DRAINAGE CONDITIONS BETTER THAN EXISTING.

WILL BE REDUCED DUE TO THE PROPOSED STORM DRAIN SYSTEMS,

OUTLET LOCATIONS ARE UNCHANGED, AND THE SURFACE DRAINAGE

PATTERNS TO THE BEST EXTENT PRACTICAL. THE DRAINAGE

THE INTENT OF THIS DESIGN IS TO MAINTAIN HISTORICAL DRAINAGE

24-26

EC.02

EC.01

D.01-D.03

ST.05

ST.04

ST.03

ST.02

ST.01

C.09

C.08

C.07

C.06

C.05

C.04

C.03

C.02

C.01

R.05

R.04

R.03

R.02

R.01

G.04

G.03

G.02

G.01

EROSION CONTROL DETAILS

EROSION CONTROL PLAN

DETAILS 1-3

CATTLETRACK ROAD STA.23+80 TO 28+80 SIGNAGE & STRIPING PLAN

CATTLETRACK ROAD STA.19+00 TO 23+80 SIGNAGE & STRIPING PLAN

CATTLETRACK ROAD STA.14+20 TO 19+00 SIGNAGE & STRIPING PLAN

CATTLETRACK ROAD STA.10+00 TO 14+20 SIGNAGE & STRIPING PLAN

ROUNDUP DRIVE STA.10+00 TO END SIGNAGE & STRIPING PLAN

CATTLETRACK ROAD STA.23+80 TO 28+80 DRIVEWAYS GRADING PLAN

CATTLETRACK ROAD STA.19+00 TO 23+80 DRIVEWAYS GRADING PLAN

CATTLETRACK ROAD STA.14+20 TO 19+00 DRIVEWAYS GRADING PLAN

CATTLETRACK ROAD STA.10+00 TO 14+20 DRIVEWAYS GRADING PLAN

CATTLETRACK ROAD STA.23+80 TO 28+80 IMPROVEMENT PLAN

CATTLETRACK ROAD STA.19+00 TO 23+80 IMPROVEMENT PLAN

CATTLETRACK ROAD STA.14+20 TO 19+00 IMPROVEMENT PLAN

CATTLETRACK ROAD STA.10+00 TO 14+20 IMPROVEMENT PLAN

ROUNDUP DRIVE STA.10+00 TO END IMPROVEMENT PLAN

CATTLETRACK ROAD STA.23+80 TO 28+80 REMOVALS PLAN

CATTLETRACK ROAD STA.19+00 TO 23+80 REMOVALS PLAN

CATTLETRACK ROAD STA.14+20 TO 19+00 REMOVALS PLAN

CATTLETRACK ROAD STA.10+00 TO 14+20 REMOVALS PLAN

ROUNDUP DRIVE STA.10+00 TO END REMOVALS PLAN

SURVEY CONTROL MAP

ABBREVIATION AND SYMBOL LEGEND, PROJECT QUANTITIES

GENERAL NOTES

COVER SHEET

VICINITY MAP

PROJECT

UTILITY INFORMATION

LOCATION MAP

PROJECT

SHEET INDEX

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working days before you begin excavation

Contact Arizona 811 at least two full

Call 811 or click Arizona811.com

DRAWING NUMBER

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FILENAME:G:\PROJECTS\523_TOWN_OF_PRESCOTT_VALLEY\523-33 Cattletrack Roadway and Pedestrian\CADD\DGN\PLANSET\Cattletrack-Roundup Sheets.dgn

REUSE OF DOCUMENTS:

SURVEYING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LYON ENGINEERING & SURVEYING, INC.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LYON ENGINEERING &

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BAR IS ONE INCH ON

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(This scale is valid for

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DRAWING SCALE

523-33

R eg is te re d Pr ofe ssionalEngineer (C iv il)

AR

IZONA,U.S

.A

D a te

Signed

C

E R

TI

FICATE

N

O

47997

BRIAN A.

BUCHOLTZ

www.lyonengineering.com

(928) 776-1750

Prescott, AZ 86301

Building #2

2971 Willow Creek Road

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EXPENSE.

AS A RESULT OF THE CONSTRUCTION AT THE CONTRACTOR'S

PAVEMENT MARKINGS AND RECESSED PAVEMENT MARKERS DAMAGED

EXCEPT WHERE NOTED OTHERWISE, AND SHALL REPLACE ANY

MARKINGS AND RECESSED PAVEMENT MARKERS THAT ARE TO REMAIN,

THE CONTRACTOR SHALL PRESERVE ALL EXISTING PAVEMENT

DIRECTED BY THE ENGINEER.

FOOT (1'-0") CLEAR OF THE CONSTRUCTION JOINT, UNLESS OTHERWISE

SURFACECOURSE IS PLACED SO THAT THE STRIPING IS OFFSET ONE

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE FINAL

TWO INCHES FROM THE NEAREST EDGE OF THE STRIPING.

STRIPING, THE NEAREST EDGE OF EACH MARKER SHALL BE OFFSET

WHERE RECESSED PAVEMENT MARKERS ARE PLACED ALONG SOLID

THE ENGINEER.

COMPLETION OF THE FINAL PAVEMENT SURFACE, OR AS DIRECTED BY

RECESSED PAVEMENT MARKERS SHALL BE INSTALLED 30 DAYS AFTER

INSTALLED PER ADOT STD. DWG. M-18.

APPROACHING TRAFFIC. RECESSED PAVEMENT MARKERS SHALL BE

SO THAT THE RED FACE OF EACH MARKER IS FACING AWAY FROM

FLOW. TYPE C AND TYPE E PAVEMENT MAKERS SHALL BE INSTALLED

TRAFFIC AND IS PERPENDICULAR TO THE DIRECTION OF TRAFFIC

THE REFLECTIVE FACE OF EACH MARKER IS FACING THE DIRECTION OF

ALL RECESSED PAVEMENT MARKERS SHALL BE INSTALLED SO THAT

WHICH IS ON THE ADOT APPROVED PRODUCTS LIST.

DWG. M-19. THEY SHALL BE INSTALLED WITH A BITUMINOUS ADHESIVE

REFLECTORS AND SHALL CONFORM TO THE DETAILS OF ADOT STD.

ABRASION-RESISTANT COATINGON THE FACE OF THE PRISMATIC

ALL RECESSED PAVEMENT MARKERS SHALL HAVE AN

DOES NOT CONSTITUTE STRIPE OBLITERATION.

ACCOMPLISHED BY APPROVED METHODS. PAINTING OVER STRIPING

WHEN STRIPE OBLITERATION IS NECESSARY, IT SHALL BE

FOR PAINTED BULL NOSES, SEE ADOT STD. DWG. M-1.

INSTALLED IN ACCORDANCE WITH ADOT STD. DWG M-11.

OF ADOT STD. DWG. M-10 LEGENDS AND PAVEMENT ARROWS SHALL BE

LEGENDS AND PAVEMENTS ARROWS SHALL CONFORM TO THE DETAILS

DIRECTED BY THE ENGINEER.

THE PERMANENT PAVEMENT MARKING PLANS MAY BE MODIFIED AS

LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO STRIPING.

MORE THAN 50 FEET APART ALONG THE LINES TO BE STRIPED. THE

COURSE FOLLOWING CONTROL POINTS THAT HAVE BEEN SET NO

INSTALLATION OF PERMANENT MARKINGS ON THE FINAL SURFACE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND

OF THE ADOT STANDARD SPECIFICATIONS.

(0.090") EXTRUDED TERMOPLASTIC IN ACCORDANCE WITH SECTION 704

ALL FINAL STRIPING OF YIELD LINES AND STOP BARS SHALL BE 90 MIL

SAME TIME.

BY THE ENGINEER. ALL OTHER MARKINGS SHALL BE APPLIED AT THE

AFTER COMPLETION OF THE FINAL PAVEMENT SURFACE, AS DIRECTED

SPECIFICATIONS PLACED OVER NEW PAVEMENT 30 CALENDAR DAYS

ACCORDANCE WITH SECTION 709 OF THE ADOT STANDARD

THE FINAL STRIPING SHALL BE DUAL COMPONENT (EPOXY) MARKING IN

ADOT STANDARD SPECIFICATIONS.

PAVEMENT MARKING TAPE IN ACCORDANCE WITH SECTION 705 OF THE

ALL LEGENDS AND PAVEMENT ARROWS SHALL BE TYPE I PREFORMED

EXISTING STOP BAR.

BAR ON THE SAME DAY THE FINAL SURFACE COURSE COVERS AN

STANDARD REFLECTORIZED TRAFFIC PAINT AS A TEMPORARY STOP

THE CONTRACTOR SHALL APPLY ONE APPLICATION OF WHITE

PAINT.

INTERIM STRIPING AND ARROWS SHALL BE 15 MIL (0.015 INCH) THICK

STRIPING.

PAVEMENT SURFACE AND MAINTAINED UNTIL APPLICATION OF FINAL

ROADWAY SURFACE AFTER THE INSTALLATION OF THE FINAL

SPECIFICATIONS. THE STRIPING SHALL BE INSTALLED ON THE

ACCORDANCE WITH SECTION 708 OF THE ADOT STANDARD

THE INTERIM STRIPING SHALL BE PAVEMENT MARKING PAINT IN

PLACEMENT OF TYPE I PAVEMENT MARKINGS.

PAVEMENT TEMPERATURES SHALL NOT BE LESS THAN 60°FOR THE

PLACEMENT OF DUAL COMPONENT (EPOXY) STRIPING. THE AIR AND

PAVEMENT TEMPERATURES SHALL NOT BE LESS THAN 40°FOR THE

MARKINGS, THE ROADWAY SURFACE SHALL BE DRY AND THE AIR AND

BLOWING. IMMEDIATELY PRIOR TO THE PLACEMENT OF ALL PAVEMENT

SATISFACTION OF THE ENGINEER, BY SWEEPING AND AIR-JET

THE CONTRACTOR SHALL CLEAN THE ROADWAY SURFACE TO THE

EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.

CENTER OF THE DOUBLE STRIPING AND ARE TO THE FACE OF CURB OR

OF THE STRIPING OR IN THE CASE OF DOUBLE STRIPING TO THE

THE DIMENSIONS SHOWN TO PAVEMENT MARKING ARE TO THE CENTER

DETAIL WHEN INSTALLING PAVEMENT MARKINGS AND MARKERS.

TO SCALE. THE CONTRACTOR SHALL FOLLOW ALL DIMENSIONS AND

THE PAVEMENT MARKING DRAWINGS ARE SCHEMATIC ONLY AND NOT

INCLUDING THE ARIZONA SUPPLEMENT.

MANUAL ON THE UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

MARKING STANDARD DRAWINGS AND THE 2009 EDITION OF THE

ALL STRIPING SHALL BE IN COMPLIANCE WITH THE ADOT SIGNING AND

DESCRIPTION OBSERVED SAG CORRECTION ACTION REQUIRED

8" to 12" Dia. Pipe

8" to 12" Dia. Pipe

12" to 24" Dia. Pipe

12" to 24" Dia. Pipe

Greater than 24" Dia. Pipe exiting manhole

Pipe entering or

Less than or equal to ½" than or equal to 1"

Greater than ½" but less

Less than or equal to 1" than or equal to 1 ½"

Greater than 1" but less

Greater than 1 ½"

Any Yes

Yes than 6 occurrences in 100'

Yes if longer than 20' or more

None

None than 3 occurrences in 100'

Yes if longer than 10' or more storm water.

grow within, on or over any drainage easement which would obstruct or divert the flow of

No structure of any kind shall be constructed and/or any vegetation planted or allowed to

Easements 201.4 construction.

from the property owner giving permission for said disposal prior to starting on-site

The grading contractor shall designate a location for wasting spoil materials and a letter

On Site Materials 201.3 prior to project final acceptance.

The Town will review the EOR supplied report to determine if the product is acceptable

-Submit a report to the Town with regard to disposition.

-Review all documentation and findings for compliance with Town Standards with

-Determine if the required procedures and subsequent documentation were complied

The EOR shall:

shall receive copies of applicable documentation for review.

TV inspection of storm drainage infrastructure per applicable QCSD. The Town and EOR

Prior to final acceptance, the contractor shall be responsible for cleaning, visual and/or

Inspections 201.2

-A separate permit is required for any off site grading.

-An on-site grading permit is required.

The following apply:

Permits 201.1

TOWN OF PRESCOTT VALLEY - GRADING & DRAINAGE NOTES

street, sidewalk, right-of-way or easement; or within 50’ of any drainage way.

No construction material, including portable toilets shall be stored on any portion of any

Portable Toilets 103.38 replaced in like kind at the expense of the contractor.

to remain or are not part of this project, and are damaged during construction, will be

All existing landscape including trees, shrubs and irrigation systems that are designated

Landscape 103.37 issuance of a building “Certificate of Occupancy”.

“As-Built” drawings, certified by the EOR, shall be submitted and approved prior to

As-Built 103.36 violation of the Municipal Code, punishable by fine and/or imprisonment.

of construction. The unlawful removal of water from a fire hydrant or any other source is a and testing of waterlines. The meter should be ordered 2 working days prior to the start

The contractor must request a hydrant meter from the Town for site construction, filling

Construction Water 103.35

TDCS.

these plans shall be presented to the EOR for clarification in concordance with the

These plans are subject to interpretation of intent by the EOR. All questions regarding

Plan Interpretation 103.34 therein, actual or relative.

exist. No claim shall be made against the Town or EOR for any excess or deficiency quantities, requirements of work and deficiencies in earthwork quantities should they contractor shall thoroughly satisfy himself as to the actual conditions, earthwork responsibility to conform to all Town requirements. Prior to bidding the work, the of these plans shall in no way relieve the developer, EOR or the contractor from their

Failure of the Town to detect deficiencies or discrepancies in the design or construction

Deficiencies or Discrepancies 103.33 of Prescott Valley.

protect them, will be the contractor’s responsibility to correct at no expense to the Town resulting from failure to adequately locate utilities, and take necessary precautions to the contractor and shall be verified as deemed necessary by the contractor. Damage shown on these plans. Field verification by the contractor will be the sole responsibility of

The EOR will not guarantee any elevations or locations of existing underground utilities

Existing Utilities 103.32 failure to carry out the work in accordance with the contract documents.

with the work. Neither the Town nor the EOR will be responsible for the contractor’s connection techniques, sequences, procedures, safety precautions or programs utilized in

Neither the Town nor the EOR will be responsible for construction means, methods, Means and Methods 103.31 any subcontractor.

construed to create, any contractual relationship between the EOR and the contractor or

Nothing contained in the construction contract documents shall create, nor shall be

Construction Contract 103.30 complete work.

during construction to comply with the construction schedule, and specifications to

The contractor shall provide sufficient personnel and equipment on the job at all times

Construction Schedule 103.29 of any construction to schedule staking.

Contractor shall notify the EOR and/or surveyor two working days (48 hours) in advance

-Notifications 103.28 plans.

contractor shall notify the EOR. The Town does not warrant any quantities shown on the by these plans. If any discrepancies in quantities or site conditions are found, the actual quantities and site conditions prior to bidding the work for the construction covered and may be subject to errors and omissions. Contractors shall satisfy themselves as to

Quantities and site conditions depicted in these plans are for informational purposes only

Project Quantities 103.27 project specifications.

warranty work shall also conform to all portions of the applicable TDCS, QCSD and from the date of Town final acceptance of project. All two (2) yearslasts for a minimum of to restore a project to acceptance criteria as defined by the plan. The warranty period warranty includes any workmanship, labor, materials, equipment, sales tax, etc. required project that will be given to the public per agreement(s). The Town’s definition of a The contractor and/or developer shall provide a warranty for any public project or any

Warranty 103.26 performed at the sole expense of the responsible contractor or subcontractor.

verified as to their origin, any remedial work required to correct any item shall be origin. If, in the opinion of the EOR, the stakes are not maintained intact and cannot be stakes set by the EOR or surveyor are maintained intact and can be verified as to their the inaccuracy of construction stakes set forth by the EOR or surveyor, unless all survey

The contractor shall make no claim against the owner, the EOR or surveyor regarding

Construction Staking 103.25 if construction has not started unless otherwise approved by the Town.

All plans signed/approved by the Town are null and void one year from date of signature

Plan Expiration 103.24

Town prior to acceptance by the Town.

inspection only. The EOR shall provide all certifications and other documentation to the

Arizona, the Town and shall be certified by the EOR. The Town will complete oversight conference. Inspection must meet all requirements set forth by ADEQ, the State of

State of Arizona. The degree of inspection will be determined at the pre- construction

Inspection shall be performed by a qualified representative of an engineer licensed in the

Inspections-103.23 agreements are subject to removal and replacement at no expense to the Town.

All work and materials which do not conform to the required standards, codes and

Defective Materials 103.22

QCSD.

and 8 inches above finished grade upon completion of related construction per applicable

All frames, covers, and valve boxes outside a paved surface shall be adjusted between 6 to finished grade upon completion of paving or related construction per applicable QCSD.

All frames, covers, valve boxes, and manholes inside the paved surface shall be adjusted

Utility Adjustments 103.21

Town will not recognize the validity of said tests.

Pre-completion tests are allowed, if the contractor desires such activity, but the . complete accepted unless testing occurs after all underground disturbances and construction is

Water, gravity sewer, forced sewer, reclaimed water and storm line testing shall not be

Utility Testing 103.20

.applicable QCSD

Service lines must include electronic ball markers per MAG and detectable tape per

Electronic Ball Markers 631.21 saddles allowed.

Service taps and service lines on new construction shall utilize manufactured fittings; no

Fittings 631.20 prior to final permanent attachment of the saddle.

that no ledge or protrusions catch wastewater. All taps shall be inspected by the Town shall have smooth rounded edges and be the same size as the service connection such applicable MAG and QCSD. For service lines installed on existing mains, the drilled hole

All service lines shall have a separate tap to the main and be in accordance with the

Sewer Connections and Taps 631.19

QCSD.

are noted per applicable

Shield mic a liquid antibacterial additive. Specifics concerning Con

Shield mic

New or replacement manholes and appurtenances shall be constructed with Con

Shield mic

Con631.18

Pesticide, or approved equal, per pesticide manufacturer’s instructions.

All new, replacement or refurbished manholes shall be coated with Insecta ® Contact

Roach Control -631.17

No sewer service taps will be allowed into a manhole.

-Manhole Taps 631.16 agreed on before work continues.

EOR and the Town must be notified and a resolution acceptable to all parties must be

If groundwater or other unsuitable conditions are encountered during construction, the

-Groundwater 631.15 supplied report to determine if the product is acceptable prior to project release.

Submit a report to the Town with regard to disposition. The Town will review the EOR 3.

Review the documentation and findings for compliance with Town Standards2.

with

Determine if the required procedures and subsequent documentation were complied 1.

review. The EOR shall:

accepted. The Town and EOR shall receive copies of applicable documentation for

Videos submitted without lateral inspection or 360 degree joint inspection shall not be mainline and service laterals. All joints shall require a full 360 degree camera inspection.

inspection of sewer infrastructure per applicable QCSD. TV inspection shall include both

Prior to final acceptance, the contractor shall be responsible for cleaning and TV

-Cleaning and TV Inspection 631.14 vacuum / low pressure air testing requirements.

No paving, road-base, cover, etc shall occur until sewer infrastructure meets SAG and

Paving Restrictions -631.13

Table 1 - Corrective Action Requirements for SAG for SAG.

Allowable sewer line sag (SAG) is specified per Table 1 - Corrective Action Requirements

Sewer Line Sag 631.12 regulations.

Sewer manhole construction shall be in accordance per applicable QCSD and AAC

Manhole Construction 631.11

PVC sewer pipe and fittings shall be installed pursuant to ASTM standards.

-ASTM 631.10

Trace wire, continuity test and detectable tape required per applicable QCSD.

-Trace Wire 631.9

DIP must be used for bury depth greater than 10 feet.

-Bury Depth 631.8 recommendations.

Sewer line deflection tests shall be done on all PVC lines according to manufacturer’s Deflection Tests -631.7 accordance with applicable QCSD.

Sewer manhole vacuum testing is required on all new or replacement manholes in

-Vacuum Tests 631.6 for Testing and Materials (ASTM) Standards.

Sewer line low pressure air tests shall be done on all lines pursuant to American Society

Air Tests -631.5 applicable QCSDs for guidance.

At locations where water/sewer/reclaimed utilities cross, reference AAC and any

-Crossings 631.4 accordance per applicable QCSD.

Water, reclaimed water, and sanitary sewer separation / protection shall be in

-Separation 631.3

Utility clearances shall be maintained in accordance per applicable QCSD.

Clearance -631.2 reviewer (Yavapai County).

latest revision, must be on plans that will be approved by ADEQ or their delegated

ADEQ requirements must be complied with. A specific note referencing AAC R18-5- 502, -ADEQ 631.1

TOWN OF PRESCOTT VALLEY - SEWER CONSTRUCTION NOTES

out, 2 inch operating nut and open counter-clockwise.

resilient seat, non-rising stem, mechanical joint, fuse bonded epoxy coated inside and

Wedge Gate Valve or an approved equal. Valves shall be new, gate type, bonded

Wedge Gate Valve Series 2639-2640 or American Flow Control Series 2500 Resilient

Valves shall be Mueller 2360 Series Resilient Wedge Gate Valve, Clow Resilient 2.

MAG detail. Handles shall be colored based on AWWA code.

Valve boxes shall comply per applicable QCSD and be fitted with a Debris Cap per 1.

Water Isolation Valves 601.19 and disinfection testing.

observed by the Engineer of Record including but not limited to microbiological, pressure

Per AAC R18-5-508, all quality control testing shall be performed by the Contractor and

Testing 601.18

Backflow Prevention requirements are noted per AAC, Town code and applicable QCSD.

Backflow 601.17 main.

Domestic and fire lines to a structure must be separately tapped to the water distribution

-Separate Tap 601.16 property’s plumbing supply.

property, out of easement, downstream of the meter and prior to branching / entry to the private property and shall be maintained by the owner. It shall be located on private pressure in the public main is 80 psi or higher. Valves / regulators are considered as

A Pressure Reducing Valve / Pressure Regulator is required for all domestic services if

-Pressure Reducing Valve 601.15

ENGINEER'S PAVEMENT MARKING GENERAL NOTES

BRIAN A. BUCHOLTZ, P.E.

adjacent pavement or curb.

immediately adjacent to paved surfaces or curbs shall be the same height as the curb shall be at least 3 inches above any finished grade within 3 feet of the box. Boxes

All water meter boxes not surrounded by or immediately adjacent to paved surface or

Water Meters - 601.14 placed in easement or ROW per applicable QCSD.

the discharge/customer side of the setter (tailstock) are public facilities and must be

Waterline services up to and including the meter, meter box and the transition fitting on

Waterline Services 601.13 applicable QCSD.

Approved backflow protection has been installed if required per Town code and 6.

will result in damage and/or tampering fee per Town Customer Accounts Regulations.

ground within 5 feet shall occur. Any disturbance to the meter, meter box or line setter no disturbance of the meter, line setter, box or , Once the water meter has been set5.

inspection.

structure must extend a minimum of 5 feet away from the meter in order to receive the through the building permit process. The water service line between the meter and the

Water meter boxes and line setters must receive a building inspection approval 4.

Water meter and water service request fees must be paid.3.

the EOR and Town.

New subdivisions: Water infrastructure must have been inspected and approved by 2.

EOR that states that an ATO is not required.

New subdivisions: ATO or ADEQ documentation submitted to the Town from the 1.

been met:

A water meter shall be approved for installation only after the following conditions have

-Water Meter Installation 601.12

Existing system valves shall be operated by Town authorized personnel only.

-Valve Operation 601.11

QCSD.

Operations Company. Contractor is responsible for trenching / clearance per applicable

Hot taps are an exclusive function of the Town and performed by the Town’s Contract -Hot Tap 601.10 accordance per applicable QCSD.

Removal or replacement of existing Asbestos Cement Pipe (ACP) shall be in

-Asbestos Cement Pipe 601.9

Trace wire, continuity test, and detectable tape required per applicable QCSD.

-Trace Wire 601.8 elevation/highest pressure point in the main, whichever is greater.

in the pipe whichever is greater. The working pressure will be based on the lowest

However, test pressure shall be a minimum of 200 psi or 150% of the working pressure accordance with MAG and American Water Works Association (AWWA) standards.

Water mains and appurtenances shall be subject to a pressure and leakage test in

-Pressure and Leakage Test 601.7

.Discharge in accordance with AZPDES regulations3.

appurtenance.

System flushing shall be conducted from the nearest fire hydrant, BOA, or similar 2.

valves, flex couplings, pipe segments or other infrastructure just prior to their installation.

Hypochlorite Free Chlorine solution must be applied to all interior surfaces including

Swabbing of all components is required. A 25 Parts per Million (PPM) Sodium 1.

8 shall be disinfected and flushed as follows:

Disinfection and testing of components not applicable to ADEQ Engineering Bulletin No.

Disinfection -601.6 required by AAC.

Sanitation Foundation (NSF) Standard 61 and bear the ANSI / NSF Standard 61 seal as

All components that come into contact with potable water will meet ANSI / National

-ANSI / NSF 601.5

contractor.

interruption. Shutdowns shall be coordinated with the Town and its water operations of the Town and a minimum of 48 hours’ notice is required prior to any service existing service. No service interruption shall last longer than 4 hours without approval am, Monday thru Thursday, excluding holidays, for any new waterline that will affect

The contractor shall be required to install a connection at night between 10 pm and 5

-Connections 601.4

Town.

MAG/QCSD. Concrete encasement of water lines is not allowed unless approved by the

Water and sanitary sewer separation / protection shall be in accordance per applicable

-Separation 601.3

Utility clearances shall be maintained in accordance per applicable MAG/QCSD.

Clearance -601.2 approved by ADEQ or their delegated reviewer (Yavapai County).

specific note referencing AAC R18-5-502, latest revision, must be on plans that will be standards. Town standards may impose additional or more strict requirements. A

ADEQ requirements must be complied with for all aspects of construction as minimum

ADEQ Requirements -601.1

TOWN OF PRESCOTT VALLEY - WATER CONSTRUCTION NOTES

shall meet approval prior to construction per Section 103.8.

A Traffic Control Plan shall be submitted to the Town’s Traffic Engineer. Traffic Control Traffic Control 301.6 inspected and accepted by the Town.

No chip seal operation shall be considered complete or acceptable for payment until G.

and applied at a rate of 0.10 gal/sy, or as directed by EOR.

to be used for fog seal coat shall be SS-1H, CSS-1H, or CQC-1H, diluted at a 1:1 ratio, Fog seal coat shall be applied to chip seal after sweeping is completed. The material F.

seal operations begin.

threat of rain. The ambient temperature must be 70 degrees F and rising before chip

Chip seal shall be placed only when the roadway surface is dry and there is no E.

th and May 30 st

No chip seal construction will be allowed between September 1D.

QCSD.

placement of surface course and prior to chip seal by the contractor per applicable from chip seal operations and shall be adjusted to finished asphalt or curb grades after

All survey monuments, boxes, manholes, frames, valve, lids, etc. shall be protected C.

without curbs upon approval of the Town.

pickup broom to remove excess chips. Use of a kick broom is acceptable on streets

All streets shall be swept the same day as application. Curbed streets require a B.

lbs/sy.

Chip Seal” using CRS-2P spread at 0.40 gal/sy with 3/8 inch Low Volume Chip at 25 -For Local, commercial and residential streets, chip seal shall be “Low Volume Single two or approved equal spread at 0.50 gal/sy with ½ inch High Volume chip at 32 lbs/sy.

using modified asphalt binder containing crumb rubber, polymer or combination of the

-For Arterial and Collector streets, chip seal shall be “High Volume Single Chip Seal” Pavement shall include a Chip Seal Coat installed per MAG and the following:A.

Chip Seal 301.5 construction.

specification is approved by the Town. Mix design shall be submitted prior to start of

All AC shall be per applicable MAG Specifications or identified by EOR, unless another

Asphalt Concrete 301.4 work within the roadway prism are completed and tested.

No ABC placement or paving construction shall be started until all underground utilities

Utility Work 301.3 inspected and accepted by the EOR.

Base course shall not be placed on subgrade until subgrade requirements have been

Subgrade Inspection 301.2 dirt and debris.

medians, sidewalks and any other impacted ROW areas have been swept clean of all

No project will be considered ready for final acceptance until all curb, roadways, Sweeping 301.1

TOWN OF PRESCOTT VALLEY - TRANSPORTATION NOTES

3070) at least two working days (48 hours) in advance of construction for inspection.

The contractor shall notify the EOR and Town Public Works Department (928-759-

Inspections 103.19 incurred during any construction operations.

The contractor is responsible for repairing damage to existing utilities and/or facilities

Utility Repairs 103.18

.as determined by the Town, completed contractor shall make all necessary repairs and additional video inspection shall be manholes beyond all construction activity. If evidence of debris or damage is found, video inspection shall occur from the next adjacent upstream and downstream section is defined as less than a 2 foot horizontal separation from new construction. The complete a pre and post DVD video inspection per applicable QCSD. Adjacent in this

For any construction adjacent to or crossing existing sewer lines, the contractor shall

Sewer Inspections 103.17 accordance per applicable QCSD.

Maintenance, repair or replacement of existing Asbestos Cement Pipe shall be in

Asbestos Cement Pipe 103.16 shall be in accordance per applicable QCSD for Abandoned Utilities.

Abandonment in place of public utility lines shall be at the discretion of the Town and

Utility Abandonment 103.15 contractor shall contact the owner’s agent for coordination.

from same. Should any location or elevation differ from that shown on these plans, the and/or owner will not guarantee any locations as shown on these plans or those omitted commencement of construction. Dial 8-1-1 or 1-800-STAKE-IT (782-5348). The EOR contractor shall contact Arizona Blue Stake two full working days (48 hours) prior to contractor shall observe all possible precautions to avoid any damage to such. The

Blue Stake locating services must be performed in advance of any construction and

Blue Stake 103.14

-Excavation of areas to determine conflicts with other utilities or infrastructure, etc.

alignment, etc.

-Excavation of areas for new infrastructure to ensure location, size, fittings, depth, etc.

-Excavation of existing infrastructure to ensure location, size, fittings, depth, alignment, accordance with Arizona Administrative Code (AAC) regulations. This includes:

Contractors are responsible for verifying all utilities and underground conflicts in

Utility Conflicts 103.13 contractor.

-Expenses related to excavation and spoil services are the responsibility of the compromised.

a work shift if they inhibit conveyance or if safety within the project limits would be

-Spoils must also be cleared from roadways, pathways, open ground, etc. at the end of materials, debris, etc. generated by a project and any associated costs.

-The removal, transport, permitting, disposal, etc. of any excess vegetation, spoils, limited to:

Contractor is responsible for all project generated excess. This includes, but is not

Excess Materials 103.12

The contractor shall barricade the construction site when the site is unattended.

security measures, must be utilized to ensure safe passage over or around all hazards.

depressions, etc. are not left exposed at the end of a work shift. Traffic plates, or other

The contractor is responsible for ensuring that construction trenches, holes, Site Safety 103.11 minimum of 50’ from any drainage way or drainage inlet.

Appropriately sized covered waste receptacles shall be provided onsite and stored a construction. The site shall at all times remain free of loose trash and debris.

free of debris, construction materials, etc during construction and at completion of

The contractor shall keep all roadway pavement, curb and gutter, and sidewalk surfaces

Site Cleanliness 103.10 including the Town at no expense to the Town.

and dust control, and shall control dust as directed by the appropriate agencies, The contractor shall keep suitable equipment on hand at the job site for maintenance

Dust Control 103.9 contractor will modify the traffic control plan at no expense to the Town.

may require modification of an approved plan based on Town analysis. If so, the until Town approval of the plan is granted. The dynamic nature of traffic related activities

(excluding holidays) prior to commencement of construction. Construction cannot begin perform construction activities. Submittal shall be made at least five Town working days

Contractor is responsible for submitting a traffic control plan to the Town as needed to

Traffic Control Plan 103.8 removal and/or replacement at no expense to the Town.

pre-construction conference. Any work not based on approved revisions is subject to require formal approval by Town engineering staff shall be discussed during the field or at the discretion of the EOR in consultation with the Town versus those which the Town prior to construction. Decisions regarding changes which can be made in the

All revisions to original plans must be approved by the Engineer of Record (EOR) and

Plan Revisions 103.7

.Any quantities shown on plans are not verified by the Town

Quantities 103.6 for all construction within public ROW and easements.

Right-of-Way (ROW) permit and Traffic Control Plan per Section 103.8 will be required construction extending beyond the construction site property boundary. A Town complete all work covered by these plans. A separate permit will be required for any

The owner is responsible for obtaining and complying with all permits required to

Permits 103.5 and/or prior to the next rain event. The amended plan shall be maintained on- site.

from the site, immediate efforts shall be made to correct the problem within 72 hours determined that current controls are not effective at minimizing pollutant discharges become evident during construction, routine inspections, and/or periods of rainfall. If it is necessary during the course of construction to resolve any problem areas, which operational control. The SWPPP and any erosion control plans shall be amended as the owner, developer, general contractor or individual contractor responsible for of the construction site according to guidelines set forth by ADEQ. The Operator can be of the TDCS shall be submitted by the Operator Section 209 The SWPPP required per

SWPPP 103.4

submitted to ADEQ.

The Town shall receive notification and copies when the NOI and NOT have been has been successfully re-vegetated following project completion.

-A Notice of Termination (NOT) shall be submitted to ADEQ once 70% of disturbed land

-A Notice of Intent (NOI) must be submitted to ADEQ that references the SWPPP.

should be in book/binder form.

Town for review. This should include a list of Best Management Practices (BMPs) and involve disturbance of an area that is more than 1 acre and shall be submitted to the

Pollutant Discharge Elimination System General Permit (AZPDES) for all projects that

-A Storm Water Pollution Prevention Plan (SWPPP) is required under The Arizona be complied with:

The following Arizona Department of Environmental Quality (ADEQ) requirements shall

Environmental Controls -103.3

Business License.

construction covered by these plans and possess a current Town of Prescott Valley

-Comply with all local, county, state, and federal laws and regulations applicable to the

The contractor must:

Laws & Licenses 103.2

-Other Standards Listed In The TDCS.

-Maricopa Association of Governments (MAG) Standards

-Quad City Standard Detail (QCSD)

-Town Code

-Specific Development Agreements

-The Town Design and Construction Standards (TDCS) with the latest revision and supplements to:

All work to complete the construction covered by these plans shall be in accordance

Standard Documents 103.1

TOWN OF PRESCOTT VALLEY - GENERAL CONSTRUCTION NOTES

CONTRACTOR TO NOTIFY USPS OF MAILBOX RELOCATIONS.

COORDINATE RELOCATIONS IF CONFLICTS ARE ENCOUNTERED.

OF THE EXISTING WATERLINES. THE CONTRACTOR SHALL BLUE STAKE AND

A BEST EFFORT WAS MADE TO POTHOLE AND DETERMINE THE BURY DEPTH

PROTECTION IF WARRANTED.

AFTER MAJOR STORM EVENTS, AND PROVIDE ADDITIONAL FUTURE

SHALL MONITOR EROSION THROUGHOUT THE PROJECT, ANNUALLY AND

DISCUSSIONS WITH TOWN STAFF. AFTER THE CONSTRUCTION, THE TOWN

EROSION CONTROL IS PROPOSED THROUGHOUT THE PROJECT BASED ON

REDESIGNS ARE NECESSARY.

WITH ADA GRADES AND SLOPES. COORDINATE WITH THE ENGINEER IF SLOPE

THE INTENT OF THE SIDEWALK AND RAMPS DESIGNS IS TO BE FULLY COMPLIANT

BY ENGINEERING & TESTING CONSULTANTS INC. AND IS DATED 2/20/2025.

THE GEOTECHNICAL REPORT FOR THIS PROJECT HAS BEEN COMPLETED

ENGINEER NOTES:

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FILENAME:G:\PROJECTS\523_TOWN_OF_PRESCOTT_VALLEY\523-33 Cattletrack Roadway and Pedestrian\CADD\DGN\PLANSET\Cattletrack-Roundup Sheets.dgn

REUSE OF DOCUMENTS:

SURVEYING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LYON ENGINEERING & SURVEYING, INC.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LYON ENGINEERING &

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VERIFY SCALE

SCALES ACCORDINGLY

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523-33

R eg is te re d Pr ofe ssionalEngineer (C iv il)

AR

IZONA,U.S

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Signed

C

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FICATE

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47997

BRIAN A.

BUCHOLTZ

www.lyonengineering.com

(928) 776-1750

Prescott, AZ 86301

Building #2

2971 Willow Creek Road

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JANUARY 2026

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QUANTITIES PRIOR TO BIDDING.

FOR INDEPENDENTLY ESTIMATING WORK

NOT BE RELIEVED OF HIS RESPONSIBILITY

AND INSTALLED. THE CONTRACTOR SHALL

ITEMS FOR ACTUAL QUANTITIES PROVIDED

PAYMENT SHALL BE BASED ON BID SCHEDULE

CORRESPOND TO ALL BID SCHEDULE ITEMS.

CONVENIENCE. THEY DO NOT NECESSARILY

FURNISHED SOLELY FOR THE CONTRACTOR'S

PUBLIC WORKS DIRECTOR, AND ARE

APPROXIMATE, ARE NOT VERIFIED BY THE

ALL QUANTITIES SHOWN ON THE PLANS ARE

NOTE:

ROAD, DRAINAGE, WATER, & SEWER

BARBED WIRE FENCE

EROSION MATTRESS

GROUTED RIPRAP

RIPRAP

HYDROSEED

HEADWALL

DRAINAGE CULVERT

UTILITIES

STRIPING

BRIAN A. BUCHOLTZ, P.E.

EXISTING FIBER OPTIC

EXISTING CABLE

EXISTING TELEPHONE

EXISTING GAS

EXISTING UNDERGROUND POWER

EXISTING OVERHEAD POWER

EXISTING SEWER

EXISTING WATER

WITHW/

POTABLE WATERW

VALLEY GUTTERVG

TYPICALTYP

TOP OF CURBTC

SQUARE YARDSSY

SIDEWALKSW

STANDARDSTD

SEWER SERVICESS

SPECIFICATIONSSPEC

SQUARE FOOTSF

STORM DRAINSD

SEWERS

RIGHTRT

RIGHT-OF-WAYROW

RIM GRADERIM

RIGHT-OF-WAYROW

PROPERTY LINEPL

POTHOLE LOCATIONPH

PAGEPG.

PAVEMENT GRADEP

MINIMUMMIN.

MANHOLEMH

MATCH EXISTINGME

MAXIMUMMAX.

MARICOPA ASSOCIATION OF GOVERNMENTSMAG

LEFTLT

LUMP SUMLS

LINEAR FEETLF

LENGTHL

INVERT ELEVATIONIE

HEADWALLHW

GATE VALVE BOX & COVERG.V.B.&C.

FLOW LINE ELEVATIONFL

FIRE HYDRANTFH

FINISH GRADE ELEVATIONFG

EXISTINGEX.

EASEMENTESMT

EDGE OF PAVEMENTEOP

ELEVATIONEL

DRAWINGDWG

DRIVEWAYDVWY

DRAINAGE SLOPEDS

DUCTILE IRON PIPEDIP

DETAILDET.

CUBIC YARDSCY

CONCRETECONC.

CLEAN OUTCO

CORRUGATED METAL PIPECMP

CENTERLINECL

CONCRETE ELEVATIONC

BACK OF CURBBOC

BLOW OFFBO

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BACK OF CURBBC

AIR RELEASE VALVE ASSEMBLYARV

ARIZONA PUBLIC SERVICEAPS

APPROXIMATELYAPPROX.

ARIZONA DEPARTMENT OF TRANSPORTATIONADOT

ACREAC

AGGREGATE BASE COURSEA.B.C.

LONG LINE PAVEMENT MARKINGS

SHORT LINE PAVEMENT MARKINGS

MAG 106

MAG 401

ADOT 810

SW 904

SW 903

MAG 520

SW 902

ADOT 704

ADOT 704

ADOT 704

ADOT 704

ADOT 704

ADOT 708

ADOT 708

ADOT 708

ADOT 708

ADOT 708

ADOT 608

ADOT 607

MAG 610

MAG 630

MAG 610

MAG 610

MAG 430

MAG 220

MAG 220

MAG 505

MAG 505

MAG 618

MAG 505

MAG 505

MAG 505

MAG 618

MAG 618

MAG 618

MAG 340

MAG 340

MAG 340

MAG 340

MAG 340

MAG 340

MAG 340

MAG 340

MAG 333

MAG 310

MAG 310

MAG 310

MAG 310

SW 901

SW 901

MAG 321

MAG 321

MAG 321

MAG 350

MAG 350

MAG 350

MAG 350

MAG 350

MAG 350

MAG 350

MAG 350

MAG 350

MAG 336

MAG 215

Dry Utility Relocations

Quality Control

Traffic Control

SWPPP & Erosion Control

Pothole

Driveway Fence and Gates Replacement

Safety Rail

Mailbox

Thermoplastic Single White Stop Bar, 4" Equiv. (Final Application)

Thermoplastic Single White Stripe, 4" Equiv. (Final Application)

Thermoplastic Single Yellow Stripe, 4" Equiv. (Final Application)

Thermoplastic Double Yellow Stripe, 4" Equiv. (Final Application)

Thermoplastic White High Visibility Crosswalk Marking, 4" Equiv. (Final Application)

Painted Single White Stop Bar, 4" Equiv. (Initial Application)

Painted Single White Stripe, 4" Equiv. (Initial Application)

Painted Single Yellow Stripe, 4" Equiv. (Initial Application)

Painted Double Yellow Stripe, 4" Equiv. (Initial Application)

Painted White High Visibility Crosswalk Marking, 4" Equiv. (Initial Application)

Sign

Sign Post

Water Meter Box Adjustment

Water Valve Adjustment

Fire Hydrant Assembly

8" x 6" Tee

Hydroseed

Hand-Placed Riprap (D50=4", 8" Depth)

Hand-Placed Riprap (D50=9", 18" Depth)

Headwall Extension

Headwall

Nyloplast 18" Inline Drain with 18" Dome Grate

Catch Basin, Type 'D'

Storm Drain Manhole

Concrete Pipe Collar

24" RGRCP Culvert

18" RGRCP Culvert

18" HDPE Culvert

Stand-Alone Detectable Warning Panels

Parallel Curb Sidewalk Ramp

Local Street Sidewalk Ramp

Concrete Sidewalk

Curb Termination

Curb Transition

Vertical Curb & Gutter

Roll Curb & Gutter

Fog Seal

4" AB (Under Gravel Driveways)

6" AB (Under PCC Driveways)

4" AB (Path Adjacent to Roundup Drive)

9" AB (Roundup Drive and Cattletrack Road)

2" Gravel (Driveways)

6" PCC (Driveways)

2" AC, Type C 3/4" (Path Adjacent to Roundup Drive)

4" AC, Type C 3/4" (Cattletrack Road)

6" AC, Type C 3/4" (Roundup Drive)

Remove Existing Wooden Bridge Structure

Remove Existing Driveway Fence and Gates

Remove Existing Curb and Sidewalk

Remove Existing Mailbox

Remove Existing Culvert

Cut Existing Culvert

Cut and Remove Existing Tree

Remove Existing Sign

Remove Pavement

Sawcut Existing Pavement

Balance

Fill (To Finished Grade)

8" Overexcavation for 4" Riprap

18" Overexcavation for 9" Riprap

6" Overexcavation for Gravel Driveways

12" Overexcavation for PCC Driveways

12" Overexcavation for Sidewalk/Ramps

10" Overexcavation for Curb

13" Overexcavation for Roadway Pavement

6" Overexcavation for Path

Cut (To Finished Grade)

2,734

2,734

7,390

1,245

5,257

2,636

1,102

2,565

2,774

1,742

1,264

LS

LS

LS

LS

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EA

LF

EA

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

EA

EA

EA

EA

EA

EA

SY

SY

SY

EA

EA

EA

EA

EA

EA

LF

LF

LF

SF

EA

EA

SF

EA

EA

LF

LF

SY

SY

SY

SY

SY

SY

SF

SY

SY

SY

EA

EA

SF

EA

LF

EA

EA

EA

SY

LF

CY

CY

CY

CY

CY

CY

CY

CY

CY

CY

CY

PLANS SYMBOL LEGEND

UNITSDESCRIPTION OF ITEM

PROJECT QUANTITIES

QUANTITY

TOTAL

ABBREVIATION LEGEND

MISCELLANEOUS

SPEC. NO.

PAYITEM

ITEM NO.

BID

EARTHWORK (TOTAL)

SIGNAGE & PAVEMENT MARKINGS

PRIOR TO CIVIL CONSTRUCTION

REMOVALS

FOR SLOPE ANGLES.

VIEW AND DO NOT ACCOUNT

ARE MEASURED FROM PLAN

(RIPRAP AND GROUTED RIPRAP)

-SURFACE TREATMENT QUANTITIES

OR SPOILS.

NOT INCLUDE SHRINK OR SWELL

APPROXIMATE, RAW, AND DO

-GRADING QUANTITIES ARE

NOTES:

ROADWAY

WATER

DRAINAGE E

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REUSE OF DOCUMENTS:

SURVEYING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LYON ENGINEERING & SURVEYING, INC.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LYON ENGINEERING &

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VERIFY SCALE

SCALES ACCORDINGLY

THIS SHEET, ADJUST

IF NOT ONE INCH ON

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ORIGINAL DRAWING.

BAR IS ONE INCH ON

1"0

R eg is te re d Pr ofe ssionalEngineer (C iv il)

AR

IZONA,U.S

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Signed

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FICATE

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47997

BRIAN A.

BUCHOLTZ

G E

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R A

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B A

B

B A

B

B A

B

S A

L www.lyonengineering.com

(928) 776-1750

Prescott, AZ 86301

Building #2

2971 Willow Creek Road

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523-33

22"x34" sheets only)

(This scale is valid for

1" = 80 ft, Horizontal

DRAWING SCALE

NOT A PART OF THIS PHASE

FOUND MONUMENT

FOR SURVEY INFORMATION ONLY

SURVEY MARKER TYPE "B", QCSD 120Q

SURVEY MARKER TYPE "A", QCSD 120Q

N 1,322,415.3602 E 577,226.8789 Sta 29+50.00

N 0°12'14.03" E Dist 1,950.00

N 1,320,465.3726 E 577,219.9395 Sta 10+00.00

N 1,320,510.5539 E 577,277.7724 Sta 13+50.00

N 89°56'48.41" E Dist 350.00

N 1,320,510.2288 E 576,927.7726 Sta 10+00.00

EL=4,921.770

E:577,190.9389

N:1,320,548.9905

2020 TPV RP_04

EL=4,944.728

E:577,213.682141 N:1,322,378.4560

SITE TBM

PROJECT

JANUARY 2026

BRIAN A. BUCHOLTZ, P.E.

G.04

S U

R V

E Y C

O N

T R

O L M

A P

N00º42'44"E S19

º07 '40

"E

1,829.61FT

E=577226.88 N=1322415.36

POT=29+50.00

E=576927.77 N=1320510.23

POB=10+00.00

E=577277.77 N=1320510.55

POT=13+50.00

E=577219.94 N=1320465.37

POB=10+00.00

E=577220.10 N=1320510.50

SI=12+92.33 (ROUNDUP)

SI=10+45.13 (CATTLETRACK)

88.

50F

T N11º10'46"E

39.19FT

MCKINNEY

103-35-753

HERNANDEZ

103-35-752

ARMSTRONG

103-35-751

KERMA

103-35-750

THOMPSON

103-35-749

RISO

103-35-748

CARTER

103-35-746A

ERB

103-35-745

GUNN

103-35-744

FORDSMAND

103-35-743

MIKE

103-35-742

PAULSEN

103-35-741

DECARO

103-35-740

GUNVALSON

103-35-739

CRAWFORD

103-35-738

CRAIGHEAD

103-35-737

O'BRIEN

103-35-736

AYALA

103-35-735

KILGORE

103-35-734

DEVILLE

103-35-733

COLLINS

103-35-732

HARRIS

103-35-731

MUNOZ

103-35-730

WILSON

103-35-729

MACIAS

103-35-483

JAECKEL

103-35-540

GRIFFIN

103-35-541

BIGELOW

103-35-568

RCJ TRUST

103-35-569

CALLAGHAN

103-35-564

ORTEGA

103-35-563

POSTON

103-35-561A

SCHUBERT

103-35-515

LAVINE

103-35-514

LEE

103-35-436A

CASTLE

103-35-435

ZEPEDA

103-35-377BECERRA

103-35-376

BURROWS

103-35-310

LEFEVRE

103-35-309

CATTLETRACK ROAD

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PROJECT CENTERLINE GEOMETRICS

LEGEND

CATTLETRACK ROAD

ROUNDUP DRIVE

ARIZONA

STATE OF

800-20-034C

T O

W N O

F P

V -0

-6

T O

W N O

F P

V -0

-0

PRESCOTT VALLEY

TOWN OF

800-12-019N

PRESCOTT VALLEY

TOWN OF

800-12-006Q

GALLAGHER

103-35-308

ORTHOMETRIC ELEVATION: 4944.727939 (NAVD88)

E: 577213.682141 (AT GROUND)

N: 1322378.455989 (AT GROUND)

USED FOR DRONE (UAS) GROUND CONTROL POINT (GCP)

PAINTED WHITE CROSS

SET CONCRETE NAIL FLUSH WITH THE PAVEMENT IN THE CENTER OF A

LYON ENG POINT: 3008

PROJECT SITE TEMPORARY BENCHMARK (TBM)

HELD AT TOWN OF PRESCOTT VALLEY BENCHMARK REFERENCE POINT 21

COMBINED GRID TO GROUND SCALE FACTOR: 1.000323377422

MODIFIED TO GROUND COORDINATES

VERTI…