1-ST2403 - Solar Pedestrian Crosswalks - Plans.pdf

PROJECT

PROJECT

G.01

VICINITY MAP

NOT TO SCALE

PROJECT

A

L

T

A

L

T

ALT

M

O

H

A

V

E

C

O

C

O

N

I

N

O

N

A

V

A

J

O

A

P

A

C

H

E

Y

A

V

A

P

A

I

M

A

R

I

C

O

P

A

Y

U

M

A

G R

E E

N L E

E

P

I

N

A

L

P

I

M

A

SANTA

CRUZ

C

O

C

H

I

S

E

G

R

A

H

A

M

G

I

L

A

L

A

P

Z

LOCATION MAP

NOT TO SCALE

DATE

ACCEPTED BY

GENERAL NOTES

CONTRACTOR CAUTION NOTE

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

PROVIDERS TO IDENTIFY EXISTING LOCATIONS AND POTENTIAL CONFLICTS. ALL IDENTIFIED

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

EXTREME CAUTION REGARDING UNIDENTIFIED EXISTING DRY UTILITY LINES AND CONFLICTS.

PUBLIC WORKS DIRECTOR

EXPIRATION DATE:

THESE PLANS ARE THE COPYRIGHT OF LYON ENGINEERING &

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

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

ONE OF THE MUNICIPAL, COUNTY, STATE OR FEDERAL CONSTRUCTION

PERMITS EXPIRES. LYON ENGINEERING PRODUCED THESE PLANS

PURSUANT TO THE STANDARD OF CARE AT THE DATE OF THE

ENGINEERS STAMP ON THIS PAGE. ANY EXTENSION TO THE

EXPIRATION DATE OF THESE PLANS IS AT THE SOLE DISCRETION

OF LYON ENGINEERING & SURVEYING, INC.

SHEET INDEX

DESCRIPTION

DWG NO.SHEET NO.

GENERAL

CIVIL

DETAILS

SIGNAGE & STRIPING

A TRAFFIC PHASING PLAN AND A TRAFFIC CONTROL PLAN ARE REQUIRED TO

BE PROVIDED BY THE CONTRACTOR TO THE TOWN FOR REVIEW AND APPROVAL

PRIOR TO THE NTP BEING ISSUED. TOWN OF PRESCOTT VALLEY

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

A TEMPORARY CONSTRUCTION RIGHT OF ENTRY DOCUMENT IS REQUIRED

FROM PRIVATE PROPERTIES PRIOR TO ANY DISTURBANCE OR CONSTRUCTION.

EFFECTIVE FEMA FIRM IS 04025C2077H, DATED 8/24/2021.

THE PROJECT IS LOCATED IN FEMA FLOOD ZONE X (UNSHADED).

CONTRACTOR IS TO USE EXTREME CAUTION WHEN WORKING NEAR

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

ALL EASEMENTS CALLED OUT IN THESE CONSTRUCTION DRAWINGS SHALL

BE DEDICATED BY A RECORDED LEGAL DESCRIPTION UNLESS

OTHERWISE SHOWN AS EXISTING.

SOLAR PEDESTRIAN CROSSWALKS PROJECT

CIP # ST2403

ARIZONA REGISTRATION NO.

DATENAME

TITLE

SUBMITTED BY

47997

CONTACT TELEPHONECOMPANY

UTILITY INFORMATION

(928) 308-1902

(928) 443-6794

(928) 776-2510

2971 Willow Creek Road, Bldg. 2, Prescott, Arizona 86301

Phone: (928) 776-1750, Fax: (928) 776-0605

(928) 759-3070

CENTURYLINK

1445 MASONRY WAY

PRESCOTT, AZ 86301

NEIL WADSWORTH

MAYOR

TOWN COUNCIL

(928) 759-3070

BRIAN A. BUCHOLTZ, P.E., CFM

UNISOURCE ENERGY SERVICES

6405 WILKINSON DRIVE

PRESCOTT, AZ 86301

SPARKLIGHT

3201 TOWER ROAD

PRESCOTT, AZ 86305

KAYLA SAVAGE

MATT ZURCHER

TOWN OF PRESCOTT VALLEY

UTILITIES DEPARTMENT

7501 E. SKOOG BOULEVARD

PRESCOTT VALLEY, AZ 86314

TOWN OF PRESCOTT VALLEY

PUBLIC WORKS DEPARTMENT

7501 E. SKOOG BOULEVARD

PRESCOTT VALLEY, AZ 86314

ARIZONA PUBLIC SERVICE CO.

6672 CORSAIR AVENUE

PRESCOTT, AZ 86301

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

KELL PALGUTA

MATT ZURCHER

KEN FREUND

PROJECT MANAGER

(928) 759-9062

ETHAN BEYEA

TOWN OF PRESCOTT VALLEY

UTILITIES CONTRACT

OPERATIONS COMPANY:

JACOBS

HEATHER RUDER

KENDALL SCHUMACHER

MICHAEL GREER

JANELL KIEHL

KYMBERLI LOPEZ

LESLIE WARD

(928) 771-7234

SAMANTHA MEYER

(LUMEN)

JULY 2025

DATE

ACCEPTED BY

GENERAL NOTES

CONTRACTOR CAUTION NOTE

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

PROVIDERS TO IDENTIFY EXISTING LOCATIONS AND POTENTIAL CONFLICTS. ALL IDENTIFIED

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

EXTREME CAUTION REGARDING UNIDENTIFIED EXISTING DRY UTILITY LINES AND CONFLICTS.

PUBLIC WORKS DIRECTOR

EXPIRATION DATE:

THESE PLANS ARE THE COPYRIGHT OF LYON ENGINEERING &

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

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

ONE OF THE MUNICIPAL, COUNTY, STATE OR FEDERAL CONSTRUCTION

PERMITS EXPIRES. LYON ENGINEERING PRODUCED THESE PLANS

PURSUANT TO THE STANDARD OF CARE AT THE DATE OF THE

ENGINEERS STAMP ON THIS PAGE. ANY EXTENSION TO THE

EXPIRATION DATE OF THESE PLANS IS AT THE SOLE DISCRETION

OF LYON ENGINEERING & SURVEYING, INC.

G.01

G.02

G.03

G.04

C.01

C.02

ST.01

ST.02

D.01

D.02

COVER SHEET

GENERAL NOTES

ABBREVIATION AND SYMBOL LEGEND, PROJECT QUANTITIES

SURVEY CONTROL MAP

SKOOG BLVD. CROSSWALK PLAN

ROBERT ROAD / NACE LANE CROSSWALK PLAN

SKOOG BLVD. SIGNAGE & STRIPING PLAN

ROBERT ROAD / NACE LANE SIGNAGE & STRIPING PLAN

SKOOG BLVD. CROSSWALK BLOW-UP PLAN

ROBERT ROAD / NACE LANE CROSSWALK BLOW-UP PLAN

C O

V E

R

S

H E

E T

G E

N E

R A

L

11 D.03 DETAILS

2020 UPDATED TOWN OF PRESCOTT VALLEY BENCHMARKS RP_16 & RP_24

MODIFIED ARIZONA STATE PLANE CENTRAL ZONE 0202 (NAVD88)

RECORDED

RP_16 N: 1,304,718.308 E: 576,808.425 EL: 5108.009 (R)

RP_24 N: 1,307,088.943 E: 574,385.792 EL: 5121.684 (R)

MEASURED

RP_16 N: 1,304,718.308 E: 576,808.425 EL: 5108.009 (M)

RP_24 N: 1,307,088.941 E: 574,385.774 EL: 5121.639 (M)

BENCHMARK

TOWN OF PRESCOTT VALLEY

PUBLIC WORKS DEPARTMENT

DATE

DRAWING NUMBER

SHEET

LYON PROJECT #

OF

523-32

1 64 52 3

REUSE OF DOCUMENTS:

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

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.

JULY 2025

E L

EST. 1995

LYON

E

N G

IN

E

ERING&SURV

E Y

IN

G

,INC.

2971 Willow Creek Road

Bldg. 2

Prescott, AZ 86301

(928) 776-1750 www.LyonEngineering.com

NOT

TO

SCALE

D

C

A

B

N O

D R

A W

N

C H

E C

K E

D

A P

P R

O V

E D

B Y

A P

V D

D E

S I G

N

D A

T E

R E

V I S

I O

N

S A

L

B A

B

B A

B

G

S M

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

7/8/2025

47997

BRIAN A.

BUCHOLTZ

A

R

I

Z

O

N

A, U

S

A

D a t e

S i g n e d .

C

E

R

T

I

F

ICA

T

E

N

O

BRIAN A. BUCHOLTZ, P.E.

R e g i s t e r e d

P r o f e s s i ona l

E n g i n e e r

C i v i l

C I

S

T

S O

L A

R

P

E D

E S

T R

I A

N

C R

O S

S W

A L K

S

P R

O J E

C T

DATE

DRAWING NUMBER

SHEET

LYON PROJECT #

OF

523-32

1 64 52 3

REUSE OF DOCUMENTS:

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

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.

JULY 2025

E L

EST. 1995

LYON

E

N G

IN

EE

RING&SURV

E Y

IN

G

,INC.

2971 Willow Creek Road

Bldg. 2

Prescott, AZ 86301

(928) 776-1750 www.LyonEngineering.com

NOT

TO

SCALE

D

C

A

B

N O

D R

A W

N

C H

E C

K E

D

A P

P R

O V

E D

B Y

A P

V D

D E

S I G

N

D A

T E

R E

V I S

I O

N

S A

L

B A

B

B A

B

G

S M

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

7/8/2025

47997

BRIAN A.

BUCHOLTZ

A

R

I

Z

O

N

A, U

S

A

D a t e

S i g n e d .

C

E

R

T

I

F

ICA

T

E

N

O

BRIAN A. BUCHOLTZ, P.E.

R e g i s t e r e d

P r o f e s s i ona l

E n g i n e e r

C i v i l

C

T

S O

L A

R

P

E D

E S

T R

I A

N

C R

O S

S W

A L K

S

P R

O J E

C T

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

ALL STRIPING SHALL BE IN COMPLIANCE WITH THE ADOT SIGNING AND

MARKING STANDARD DRAWINGS AND THE 2009 EDITION OF THE

MANUAL ON THE UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

INCLUDING THE ARIZONA SUPPLEMENT.

THE PAVEMENT MARKING DRAWINGS ARE SCHEMATIC ONLY AND NOT

TO SCALE. THE CONTRACTOR SHALL FOLLOW ALL DIMENSIONS AND

DETAIL WHEN INSTALLING PAVEMENT MARKINGS AND MARKERS.

THE DIMENSIONS SHOWN TO PAVEMENT MARKING ARE TO THE CENTER

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

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

EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL CLEAN THE ROADWAY SURFACE TO THE

SATISFACTION OF THE ENGINEER, BY SWEEPING AND AIR-JET

BLOWING. IMMEDIATELY PRIOR TO THE PLACEMENT OF ALL PAVEMENT

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

PAVEMENT TEMPERATURES SHALL NOT BE LESS THAN 40°FOR THE

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

PAVEMENT TEMPERATURES SHALL NOT BE LESS THAN 60°FOR THE

PLACEMENT OF TYPE I PAVEMENT MARKINGS.

THE INTERIM STRIPING SHALL BE PAVEMENT MARKING PAINT IN

ACCORDANCE WITH SECTION 708 OF THE ADOT STANDARD

SPECIFICATIONS. THE STRIPING SHALL BE INSTALLED ON THE

ROADWAY SURFACE AFTER THE INSTALLATION OF THE FINAL

PAVEMENT SURFACE AND MAINTAINED UNTIL APPLICATION OF FINAL

STRIPING.

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

PAINT.

THE CONTRACTOR SHALL APPLY ONE APPLICATION OF WHITE

STANDARD REFLECTORIZED TRAFFIC PAINT AS A TEMPORARY STOP

BAR ON THE SAME DAY THE FINAL SURFACE COURSE COVERS AN

EXISTING STOP BAR.

ALL LEGENDS AND PAVEMENT ARROWS SHALL BE TYPE I PREFORMED

PAVEMENT MARKING TAPE IN ACCORDANCE WITH SECTION 705 OF THE

ADOT STANDARD SPECIFICATIONS.

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

ACCORDANCE WITH SECTION 709 OF THE ADOT STANDARD

SPECIFICATIONS PLACED OVER NEW PAVEMENT 30 CALENDAR DAYS

AFTER COMPLETION OF THE FINAL PAVEMENT SURFACE, AS DIRECTED

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

SAME TIME.

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

(0.090") EXTRUDED TERMOPLASTIC IN ACCORDANCE WITH SECTION 704

OF THE ADOT STANDARD SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND

INSTALLATION OF PERMANENT MARKINGS ON THE FINAL SURFACE

COURSE FOLLOWING CONTROL POINTS THAT HAVE BEEN SET NO

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

LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO STRIPING.

THE PERMANENT PAVEMENT MARKING PLANS MAY BE MODIFIED AS

DIRECTED BY THE ENGINEER.

LEGENDS AND PAVEMENTS ARROWS SHALL CONFORM TO THE DETAILS

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

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

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

WHEN STRIPE OBLITERATION IS NECESSARY, IT SHALL BE

ACCOMPLISHED BY APPROVED METHODS. PAINTING OVER STRIPING

DOES NOT CONSTITUTE STRIPE OBLITERATION.

ALL RECESSED PAVEMENT MARKERS SHALL HAVE AN

ABRASION-RESISTANT COATINGON THE FACE OF THE PRISMATIC

REFLECTORS AND SHALL CONFORM TO THE DETAILS OF ADOT STD.

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

WHICH IS ON THE ADOT APPROVED PRODUCTS LIST.

ALL RECESSED PAVEMENT MARKERS SHALL BE INSTALLED SO THAT

THE REFLECTIVE FACE OF EACH MARKER IS FACING THE DIRECTION OF

TRAFFIC AND IS PERPENDICULAR TO THE DIRECTION OF TRAFFIC

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

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

APPROACHING TRAFFIC. RECESSED PAVEMENT MARKERS SHALL BE

INSTALLED PER ADOT STD. DWG. M-18.

RECESSED PAVEMENT MARKERS SHALL BE INSTALLED 30 DAYS AFTER

COMPLETION OF THE FINAL PAVEMENT SURFACE, OR AS DIRECTED BY

THE ENGINEER.

WHERE RECESSED PAVEMENT MARKERS ARE PLACED ALONG SOLID

STRIPING, THE NEAREST EDGE OF EACH MARKER SHALL BE OFFSET

TWO INCHES FROM THE NEAREST EDGE OF THE STRIPING.

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

SURFACE COURSE IS PLACED SO THAT THE STRIPING IS OFFSET ONE

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

DIRECTED BY THE ENGINEER.

THE CONTRACTOR SHALL PRESERVE ALL EXISTING PAVEMENT

MARKINGS AND RECESSED PAVEMENT MARKERS THAT ARE TO REMAIN,

EXCEPT WHERE NOTED OTHERWISE, AND SHALL REPLACE ANY

PAVEMENT MARKINGS AND RECESSED PAVEMENT MARKERS DAMAGED

AS A RESULT OF THE CONSTRUCTION AT THE CONTRACTOR'S

EXPENSE.

DESCRIPTION OBSERVED SAG

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

Pipe entering or exiting manhole

Less than or equal to ½"

Greater than ½" but less than or equal to 1"

Less than or equal to 1"

Greater than 1" but less than or equal to 1 ½"

Greater than 1 ½"

Any Yes

Yes

Yes if longer than 20' or more than 6 occurrences in 100'

None

None

Yes if longer than 10' or more than 3 occurrences in 100'

103.20 Utility Testing

Water, gravity sewer, forced sewer, reclaimed water and storm line testing shall not be accepted unless testing occurs after all underground disturbances and construction is complete. Pre-completion tests are allowed, if the contractor desires such activity, but the Town will not recognize the validity of said tests.

103.21 Utility Adjustments

All frames, covers, valve boxes, and manholes inside the paved surface shall be adjusted to finished grade upon completion of paving or related construction per applicable QCSD. All frames, covers, and valve boxes outside a paved surface shall be adjusted between 6 and 8 inches above finished grade upon completion of related construction per applicable QCSD.

103.22 Defective Materials

All work and materials which do not conform to the required standards, codes and agreements are subject to removal and replacement at no expense to the Town.

103.23 Inspections-

Inspection shall be performed by a qualified representative of an engineer licensed in the State of Arizona. The degree of inspection will be determined at the pre-construction conference. Inspection must meet all requirements set forth by ADEQ, the

State of Arizona, the Town and shall be certified by the EOR. The Town will complete oversight inspection only. The EOR shall provide all certifications and other documentation to the Town prior to acceptance by the Town.

103.24 Plan Expiration

All plans signed/approved by the Town are null and void one year from date of signature if construction has not started unless otherwise approved by the Town.

103.25 Construction Staking

The contractor shall make no claim against the owner, the EOR or surveyor regarding the inaccuracy of construction stakes set forth by the EOR or surveyor, unless all survey stakes set by the EOR or surveyor are maintained intact and can be verified as to their origin. If, in the opinion of the EOR, the stakes are not maintained intact and cannot be verified as to their origin, any remedial work required to correct any item shall be performed at the sole expense of the responsible contractor or subcontractor.

103.26 Warranty

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

All warranty work shall also conform to all portions of the applicable TDCS, QCSD and project specifications.

103.27 Project Quantities

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

103.28 Notifications -

Contractor shall notify the EOR and/or surveyor two working days (48 hours) in advance of any construction to schedule staking.

103.29 Construction Schedule

The contractor shall provide sufficient personnel and equipment on the job at all times during construction to comply with the construction schedule, and specifications to complete work.

103.30 Construction Contract

Nothing contained in the construction contract documents shall create, nor shall be construed to create, any contractual relationship between the EOR and the contractor or any subcontractor.

103.31 Means and Methods

Neither the Town nor the EOR will be responsible for construction means, methods, techniques, sequences, procedures, safety precautions or programs utilized in connection with the work. Neither the Town nor the EOR will be responsible for the contractor’s failure to carry out the work in accordance with the contract documents.

103.32 Existing Utilities

The EOR will not guarantee any elevations or locations of existing underground utilities shown on these plans. Field verification by the contractor will be the sole responsibility of the contractor and shall be verified as deemed necessary by the contractor. Damage resulting from failure to adequately locate utilities, and take necessary precautions to protect them, will be the contractor’s responsibility to correct at no expense to the Town of Prescott Valley.

103.33 Deficiencies or Discrepancies

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

103.34 Plan Interpretation

These plans are subject to interpretation of intent by the EOR. All questions regarding these plans shall be presented to the EOR for clarification in concordance with the

TDCS.

103.35 Construction Water

The contractor must request a hydrant meter from the Town for site construction, filling and testing of waterlines. The meter should be ordered 2 working days prior to the start of construction. The unlawful removal of water from a fire hydrant or any other source is a violation of the Municipal Code, punishable by fine and/or imprisonment.

103.36 As-Built

“As-Built” drawings, certified by the EOR, shall be submitted and approved prior to issuance of a building “Certificate of Occupancy”.

103.37 Landscape

All existing landscape including trees, shrubs and irrigation systems that are designated to remain or are not part of this project, and are damaged during construction, will be replaced in like kind at the expense of the contractor.

103.38 Portable Toilets

No construction material, including portable toilets shall be stored on any portion of any street, sidewalk, right-of-way or easement; or within 50’ of any drainage way.

TOWN OF PRESCOTT VALLEY - GRADING & DRAINAGE NOTES

201.1 Permits

The following apply:

-An on-site grading permit is required.

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

201.2 Inspections

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

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

EOR shall receive copies of applicable documentation for review.

The EOR shall:

-Determine if the required procedures and subsequent documentation were complied with

-Review all documentation and findings for compliance with Town Standards

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

The Town will review the EOR supplied report to determine if the product is acceptable prior to project final acceptance.

201.3 On Site Materials

The grading contractor shall designate a location for wasting spoil materials and a letter from the property owner giving permission for said disposal prior to starting on-site construction.

201.4 Easements

No structure of any kind shall be constructed and/or any vegetation planted or allowed to grow within, on or over any drainage easement which would obstruct or divert the flow of storm water.

601.15 Pressure Reducing Valve -

A Pressure Reducing Valve / Pressure Regulator is required for all domestic services if pressure in the public main is 80 psi or higher. Valves / regulators are considered as private property and shall be maintained by the owner. It shall be located on private property, out of easement, downstream of the meter and prior to branching / entry to the property’s plumbing supply.

601.16 Separate Tap -

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

601.17 Backflow

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

QCSD.

601.18 Testing

Per AAC R18-5-508, all quality control testing shall be performed by the Contractor and observed by the Engineer of Record including but not limited to microbiological, pressure and disinfection testing.

601.19 Water Isolation Valves

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

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

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

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

Wedge Gate Valve or an approved equal. Valves shall be new, gate type, bonded resilient seat, non-rising stem, mechanical joint, fuse bonded epoxy coated inside and out, 2 inch operating nut and open counter-clockwise.

TOWN OF PRESCOTT VALLEY - SEWER CONSTRUCTION NOTES

631.1 ADEQ -

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

502, latest revision, must be on plans that will be approved by ADEQ or their delegated reviewer (Yavapai County).

631.2 Clearance -

Utility clearances shall be maintained in accordance per applicable QCSD.

631.3 Separation -

Water, reclaimed water, and sanitary sewer separation / protection shall be in accordance per applicable QCSD.

631.4 Crossings -

At locations where water/sewer/reclaimed utilities cross, reference AAC and any applicable QCSDs for guidance.

631.5 Air Tests -

Sewer line low pressure air tests shall be done on all lines pursuant to American Society for Testing and Materials (ASTM) Standards.

631.6 Vacuum Tests -

Sewer manhole vacuum testing is required on all new or replacement manholes in accordance with applicable QCSD.

631.7 Deflection Tests -

Sewer line deflection tests shall be done on all PVC lines according to manufacturer’s recommendations.

631.8 Bury Depth -

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

631.9 Trace Wire -

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

631.10 ASTM -

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

631.11 Manhole Construction

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

631.12 Sewer Line Sag

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

Requirements for SAG.

Table 1 - Corrective Action Requirements for SAG

631.13 Paving Restrictions -

No paving, road-base, cover, etc shall occur until sewer infrastructure meets SAG and vacuum / low pressure air testing requirements.

631.14 Cleaning and TV Inspection -

Prior to final acceptance, the contractor shall be responsible for cleaning and TV inspection of sewer infrastructure per applicable QCSD. TV inspection shall include both mainline and service laterals. All joints shall require a full 360 degree camera inspection.

Videos submitted without lateral inspection or 360 degree joint inspection shall not be accepted. The Town and EOR shall receive copies of applicable documentation for review. The EOR shall:

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

2. Review the documentation and findings for compliance with Town Standards

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

EOR supplied report to determine if the product is acceptable prior to project release.

631.15 Groundwater -

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

EOR and the Town must be notified and a resolution acceptable to all parties must be agreed on before work continues.

631.16 Manhole Taps -

No sewer service taps will be allowed into a manhole.

631.17 Roach Control -

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

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

631.18 Con

mic

Shield

New or replacement manholes and appurtenances shall be constructed with

Con mic

Shield

, a liquid antibacterial additive. Specifics concerning Con mic

Shield are noted per applicable QCSD.

631.19 Sewer Connections and Taps

All service lines shall have a separate tap to the main and be in accordance with the applicable MAG and QCSD. For service lines installed on existing mains, the drilled hole shall have smooth rounded edges and be the same size as the service connection such that no ledge or protrusions catch wastewater. All taps shall be inspected by the Town prior to final permanent attachment of the saddle.

631.20 Fittings

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

631.21 Electronic Ball Markers

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

ENGINEER NOTES

TOWN OF PRESCOTT VALLEY - GENERAL CONSTRUCTION NOTES

103.1 Standard Documents

All work to complete the construction covered by these plans shall be in accordance with the latest revision and supplements to:

-The Town Design and Construction Standards (TDCS)

-Specific Development Agreements

-Town Code

-Quad City Standard Detail (QCSD), 2016 Version

-Maricopa Association of Governments (MAG) Standards, 2024 Revision to the

2020 Edition

-Other Standards Listed In The TDCS.

103.2 Laws & Licenses

The contractor must:

-Comply with all local, county, state, and federal laws and regulations applicable to the construction covered by these plans and possess a current Town of Prescott Valley

Business License.

Section 209

103.5 Permits

The owner is responsible for obtaining and complying with all permits required to complete all work covered by these plans. A separate permit will be required for any construction extending beyond the construction site property boundary. A Town

Right-of-Way (ROW) permit and Traffic Control Plan per Section 103.8 will be required for all construction within public ROW and easements.

103.6 Quantities

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

103.7 Plan Revisions

All revisions to original plans must be approved by the Engineer of Record (EOR) and the Town prior to construction. Decisions regarding changes which can be made in the field or at the discretion of the EOR in consultation with the Town versus those which require formal approval by Town engineering staff shall be discussed during the pre-construction conference. Any work not based on approved revisions is subject to removal and/or replacement at no expense to the Town.

103.8 Traffic Control Plan

Contractor is responsible for submitting a traffic control plan to the Town as needed to perform construction activities. Submittal shall be made at least five Town working days

(excluding holidays) prior to commencement of construction. Construction cannot begin until Town approval of the plan is granted. The dynamic nature of traffic related activities may require modification of an approved plan based on Town analysis. If so, the contractor will modify the traffic control plan at no expense to the Town.

103.9 Dust Control

The contractor shall keep suitable equipment on hand at the job site for maintenance and dust control, and shall control dust as directed by the appropriate agencies, including the Town at no expense to the Town.

103.10 Site Cleanliness

The contractor shall keep all roadway pavement, curb and gutter, and sidewalk surfaces free of debris, construction materials, etc during construction and at completion of construction. The site shall at all times remain free of loose trash and debris.

Appropriately sized covered waste receptacles shall be provided onsite and stored a minimum of 50’ from any drainage way or drainage inlet.

103.11 Site Safety

The contractor is responsible for ensuring that construction trenches, holes, depressions, etc. are not left exposed at the end of a work shift. Traffic plates, or other security measures, must be utilized to ensure safe passage over or around all hazards.

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

103.12 Excess Materials

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

-The removal, transport, permitting, disposal, etc. of any excess vegetation, spoils, materials, debris, etc. generated by a project and any associated costs.

-Spoils must also be cleared from roadways, pathways, open ground, etc. at the end of a work shift if they inhibit conveyance or if safety within the project limits would be compromised.

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

103.13 Utility Conflicts

Contractors are responsible for verifying all utilities and underground conflicts in accordance with Arizona Administrative Code (AAC) regulations. This includes:

-Excavation of existing infrastructure to ensure location, size, fittings, depth, alignment, etc.

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

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

103.14 Blue Stake

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

103.15 Utility Abandonment

Abandonment in place of public utility lines shall be at the discretion of the Town and shall be in accordance per applicable QCSD for Abandoned Utilities.

103.16 Asbestos Cement Pipe

Maintenance, repair or replacement of existing Asbestos Cement Pipe shall be in accordance per applicable QCSD.

103.17 Sewer Inspections

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

103.18 Utility Repairs

The contractor is responsible for repairing damage to existing utilities and/or facilities incurred during any construction operations.

103.19 Inspections

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

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

TOWN OF PRESCOTT VALLEY - TRANSPORTATION NOTES

301.1 Sweeping

No project will be considered ready for final acceptance until all curb, roadways, medians, sidewalks and any other impacted ROW areas have been swept clean of all dirt and debris.

301.2 Subgrade Inspection

Base course shall not be placed on subgrade until subgrade requirements have been inspected and accepted by the EOR.

301.3 Utility Work

No ABC placement or paving construction shall be started until all underground utilities work within the roadway prism are completed and tested.

301.4 Asphalt Concrete

All AC shall be per applicable MAG Specifications or identified by EOR, unless another specification is approved by the Town. Mix design shall be submitted prior to start of construction.

TOWN OF PRESCOTT VALLEY - WATER CONSTRUCTION NOTES

601.1 ADEQ Requirements -

ADEQ requirements must be complied with for all aspects of construction as minimum standards. Town standards may impose additional or more strict requirements. A specific note referencing AAC R18-5-502, latest revision, must be on plans that will be approved by ADEQ or their delegated reviewer (Yavapai County).

601.2 Clearance -

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

601.3 Separation -

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

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

Town.

601.4 Connections -

The contractor shall be required to install a connection at night between 10 pm and 5 am, Monday thru Thursday, excluding holidays, for any new waterline that will affect existing service. No service interruption shall last longer than 4 hours without approval of the Town and a minimum of 48 hours’ notice is required prior to any service interruption. Shutdowns shall be coordinated with the Town and its water operations contractor.

601.5 ANSI / NSF -

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

Sanitation Foundation (NSF) Standard 61 and bear the ANSI / NSF Standard 61 seal as required by AAC.

601.6 Disinfection -

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

8 shall be disinfected and flushed as follows:

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

Hypochlorite Free Chlorine solution must be applied to all interior surfaces including valves, flex couplings, pipe segments or other infrastructure just prior to their installation.

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

3. Discharge in accordance with AZPDES regulations.

601.7 Pressure and Leakage Test -

Water mains and appurtenances shall be subject to a pressure and leakage test in accordance with MAG and American Water Works Association (AWWA) standards.

However, test pressure shall be a minimum of 200 psi or 150% of the working pressure in the pipe whichever is greater. The working pressure will be based on the lowest elevation/highest pressure point in the main, whichever is greater.

601.8 Trace Wire -

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

601.9 Asbestos Cement Pipe -

Removal or replacement of existing Asbestos Cement Pipe (ACP) shall be in accordance per applicable QCSD.

601.10 Hot Tap -

Hot taps are an exclusive function of the Town and performed by the Town’s Contract

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

QCSD.

601.11 Valve Operation -

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

601.12 Water Meter Installation -

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

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

EOR that states that an ATO is not required.

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

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

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

5. Once the water meter has been set, no disturbance of the meter, line setter, box or ground within 5 feet shall occur. Any disturbance to the meter, meter box or line setter will result in damage and/or tampering fee per Town Customer Accounts Regulations.

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

601.13 Waterline Services

Waterline services up to and including the meter, meter box and the transition fitting on the discharge/customer side of the setter (tailstock) are public facilities and must be placed in easement or ROW per applicable QCSD.

601.14 Water Meters -

All water meter boxes not surrounded by or immediately adjacent to paved surface or curb shall be at least 3 inches above any finished grade within 3 feet of the box. Boxes immediately adjacent to paved surfaces or curbs shall be the same height as the adjacent pavement or curb.

G.02

G E

N E

R A

L

N

O T

E S

G E

N E

R A

L

The following Arizona Department of Environmental Quality (ADEQ) requirements shall be complied with: -A Storm Water Pollution Prevention Plan (SWPPP) is required under

The Arizona Pollutant Discharge Elimination System General Permit (AZPDES) for all projects that involve disturbance of an area that is more than 1 acre and shall be submitted to the Town for review. This should include a list of Best Management

Practices (BMPs) and should be in book/binder form. -A Notice of Intent (NOI) must be submitted to ADEQ that references the SWPPP. -A Notice of Termination (NOT) shall be submitted to ADEQ once 70% of disturbed land has been successfully re-vegetated following project completion. The Town shall receive notification and copies when the

NOI and NOT have been submitted to ADEQ.

ENGINEER'S PAVEMENT MARKING GENERAL NOTES

CORRECTION ACTION REQUIRED

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

103.4 SWPPP

103.3 Environmental Controls - A. Pavement shall include a Chip Seal Coat installed per MAG and the following: -For

Arterial and Collector streets, chip seal shall be “High Volume Single Chip Seal” using modified asphalt binder containing crumb rubber, polymer or combination of the two or approved equal spread at 0.50 gal/sy with ½ inch High Volume chip at 32 lbs/sy. -For

Local, commercial and residential streets, chip seal shall be “Low Volume Single Chip

Seal” using CRS-2P spread at 0.40 gal/sy with 3/8 inch Low Volume Chip at 25 lbs/sy.

B. All streets shall be swept the same day as application. Curbed streets require a pickup broom to remove excess chips. Use of a kick broom is acceptable on streets without curbs upon approval of the Town.

C. All survey monuments, boxes, manholes, frames, valve, lids, etc. shall be protected from chip seal operations and shall be adjusted to finished asphalt or curb grades after placement of surface course and prior to chip seal by the contractor per applicable

QCSD.

D. No chip seal construction will be allowed between September 1st and May 30th.

E. Chip seal shall be placed only when the roadway surface is dry and there is no threat of rain. The ambient temperature must be 70 degrees F and rising before chip seal operations begin.

F. Fog seal coat shall be applied to chip seal after sweeping is completed. The material to be used for fog seal coat shall be SS-1H, CSS-1H, or CQC-1H, diluted at a 1:1 ratio, and applied at a rate of 0.10 gal/sy, or as directed by EOR.

G. No chip seal operation shall be considered complete or acceptable for payment until inspected and accepted by the Town.

A Traffic Control Plan shall be submitted to the Town’s Traffic Engineer. Traffic Control shall meet approval prior to construction per Section 103.8.

301.5 Chip Seal

301.6 Traffic Control

NO GEOTECHNICAL REPORT HAS BEEN COMPLETED FOR THIS PROJECT.

THE INTENT OF THE SIDEWALK RAMP DESIGNS IS TO BE FULLY COMPLIANT

WITH ADA GRADES AND SLOPES. COORDINATE WITH ENGINEER IF RAMP

REDESIGNS ARE NECESSARY.

EXISTING VEGETATION AND/OR LANDSCAPING SHOULD BE REMOVED

WITHIN PROJECT IMPROVEMENT LIMITS. CONTRACTOR TO REPLACE

ANY IRRIGATION LINES/EMITTERS BROKEN OR DAMAGED DUE TO

PROJECT IMPROVEMENTS.

EACH “YIELD TRIANGLES” QUANTITY SHALL BE CONSIDERED AS THE

AMOUNT REQUIRED TO BE INSTALLED PER PLAN AT EACH LOCATION

CALLED OUT, REGARDLESS OF THE NUMBER OF LANES COVERED.

THE YIELD TRIANGLES SHALL BE 24” X 36” WITH A 12” GAP.

THE TOWN OF PRESCOTT VALLEY WILL FURNISH THE SIGN POSTS,

SIGNS, AND THE MAJORITY OF RRFB MATERIALS FOR THIS PROJECT.

THE BID UNIT PRICE SHOULD ONLY INCLUDE FOUNDATIONS AND

MISCELLANEOUS MATERIALS, EQUIPMENT, AND LABOR FOR

INSTALLATIONS. SEE THE PROJECT TECHNICAL SPECIFICATIONS

FOR DETAILS.

UNITSDESCRIPTION OF ITEM

PROJECT QUANTITIES

TOTAL

QUANTITY

ROADWAY

REMOVALS

MISCELLANEOUS

PAY ITEM

SPEC. NO.

MAG 336

MAG 350

MAG 350

MAG 321

MAG 340

MAG 340

MAG 340

SW 901

ADOT 704

MAG 401

MAG 106

1,932

LF

SY

SY

SY

LF

SF

EA

LF

LF

LF

LS

BID

ITEM NO.

SIGNAGE & PAVEMENT MARKINGS

Sawcut Existing Pavement

Remove Pavement

Remove Existing Curb and Sidewalk

6" Asphaltic Concrete, Type C 3/4"

6" Vertical Curb & Gutter

Sidewalk

Sidewalk Ramp

Trench Grate

High-Visibility Thermoplastic Crosswalk Marking (4" Equiv.)

Thermoplastic No Parking Striping (4" Equiv.)

Traffic Control

Quality Control

SW 902 RRFB Assembly 4 EA

ADOT 607 Sign Post 4 EA

MAG 310 81 SY10" Aggregate Base

ADOT 608 10 EA

ADOT 701 Obliterate Existing Striping (4" Equiv.) 398 LF

19 2 LS

ROBERT-NACE

LOCATION

1,065

SKOOG

LOCATION

ADOT 705 22(Type IV)

285 LFStandard Thermoplastic Crosswalk Marking (4" Equiv.) 2850

ADOT 704

ADOT 704

Sign

Preformed Thermoplastic Symbol for Yield Triangles EA SET

DATE

DRAWING NUMBER

SHEET

LYON PROJECT #

OF

523-32

1 64 52 3

REUSE OF DOCUMENTS:

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

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.

JULY 2025

E L

EST. 1995

LYON

E

N G

IN

E

ERING&SURV

E Y

IN

G

,INC.

2971 Willow Creek Road

Bldg. 2

Prescott, AZ 86301

(928) 776-1750 www.LyonEngineering.com

NOT

TO

SCALE

D

C

A

B

N O

D R

A W

N

C H

E C

K E

D

A P

P R

O V

E D

B Y

A P

V D

D E

S I G

N

D A

T E

R E

V I S

I O

N

S A

L

B A

B

B A

B

G

S M

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

7/8/2025

47997

BRIAN A.

BUCHOLTZ

A

R

I

Z

O

N

A, U

S

A

D a t e

S i g n e d .

C

E

R

T

I

F

ICA

T

E

N

O

BRIAN A. BUCHOLTZ, P.E.

R e g i s t e r e d

P r o f e s s i ona l

E n g i n e e r

C i v i l

C

T

S O

L A

R

P

E D

E S

T R

I A

N

C R

O S

S W

A L K

S

P R

O J E

C T

G.03

A B

B R

E V

I A

T I O

N S

S Y

M B

O

E G

E N

D

P R

O J E

C

Q

U A

N T

I T

I E

S

PLANS SYMBOL LEGEND

NOTE:

ALL QUANTITIES SHOWN ON THE PLANS ARE

APPROXIMATE, ARE NOT VERIFIED BY THE

PUBLIC WORKS DIRECTOR, AND ARE

FURNISHED SOLELY FOR THE CONTRACTOR'S

CONVENIENCE. THEY DO NOT NECESSARILY

CORRESPOND TO ALL BID SCHEDULE ITEMS.

PAYMENT SHALL BE BASED ON BID SCHEDULE

ITEMS FOR ACTUAL QUANTITIES PROVIDED

AND INSTALLED. THE CONTRACTOR SHALL

NOT BE RELIEVED OF HIS RESPONSIBILITY

FOR INDEPENDENTLY ESTIMATING WORK

QUANTITIES PRIOR TO BIDDING.

ROAD, DRAINAGE, WATER, & SEWER

DRAINAGE CULVERT

HEADWALL

HYDROSEED

RIPRAP

GROUTED RIPRAP

EROSION MATTRESS

BARBED WIRE FENCE

UTILITIES

A.B.C. AGGREGATE BASE COURSE

AC ACRE

ADOT ARIZONA DEPARTMENT OF TRANSPORTATION

APPROX. APPROXIMATELY

APS ARIZONA PUBLIC SERVICE

ARV AIR RELEASE VALVE ASSEMBLY

BK. BOOK

BO BLOW OFF

BOC BACK OF CURB

C CONCRETE ELEVATION

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC. CONCRETE

CY CUBIC YARDS

DET. DETAIL

DIP DUCTILE IRON PIPE

DS DRAINAGE SLOPE

DVWY DRIVEWAY

DWG DRAWING

EL ELEVATION

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EX. EXISTING

FG FINISH GRADE ELEVATION

FH FIRE HYDRANT

FL FLOW LINE ELEVATION

G.V.B.&C. GATE VALVE BOX & COVER

HW HEADWALL

IE INVERT ELEVATION

L LENGTH

LF LINEAR FEET

LS LUMP SUM

LT LEFT

MAG MARICOPA ASSOCIATION OF GOVERNMENTS

MAX. MAXIMUM

MH MANHOLE

MIN. MINIMUM

P PAVEMENT GRADE

PG. PAGE

PL PROPERTY LINE

ROW RIGHT-OF-WAY

RIM RIM GRADE

ROW RIGHT-OF-WAY

RT RIGHT

S SEWER

SD STORM DRAIN

SF SQUARE FOOT

SPEC SPECIFICATIONS

STD STANDARD

SW SIDEWALK

SY SQUARE YARDS

TYP TYPICAL

VG VALLEY GUTTER

W POTABLE WATER

W/ WITH

ABBREVIATION LEGEND

STRIPING

EXISTING WATER

EXISTING SEWER

EXISTING OVERHEAD POWER

EXISTING UNDERGROUND POWER

EXISTING GAS

EXISTING TELEPHONE

EXISTING CABLE

EXISTING FIBER OPTIC

SHORT LINE PAVEMENT MARKINGS

LONG LINE PAVEMENT MARKINGS

SYMBOL PAVEMENT MARKINGS

G E

N E

R

F

T

N

E

PT. NO.: 41023

DESC: FOUND CENTERLINE MONUMENT

N:1,308,699.665

E:574,886.817

EL=5,101.092

F

T S

W

F

T

S

E

F

T

S

E

CENTER OF SECTION 14

PT. NO.: 24

DESC: RP-24/FBC

N:1,307,088.943

E:574,385.793

EL=5,121.684

PT. NO.: 41002

DESC: FOUND NAIL

N:1,308,835.707

E:574,671.138

EL=5,104.404

QUARTER

SECTION

LINES

PT. NO.: 16

DESC: RP-16/BASE

N:1,304,718.309

E:576,808.426

EL=5,108.009

14 13

PT. NO.: 2560

DESC: FOUND PK NAIL & WASHER, RCE 53890

N:1,310,380.415

E:578,282.723

EL=5,057.872

F

T

S

W

F

T

S

W

F

T

S

W

F

T

S

W

PT. NO.: 5002

DESC: FOUND CAPPED REBAR, RCE 12005

N:1,310,191.424

E:577,776.077

EL=5,063.053

NORTH LINE

OF SECTION 14

PT. NO.: 24

DESC: RP-24/FBC

N:1,307,088.943

E:574,385.793

EL=5,121.684

PT. NO.: 16

DESC: RP-16/BASE

N:1,304,718.309

E:576,808.426

EL=5,108.009

14 13

DATE

DRAWING NUMBER

SHEET

LYON PROJECT #

OF

523-32

1 64 52 3

REUSE OF DOCUMENTS:

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

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.

JULY 2025

E L

EST. 1995

LYON

E

N G

IN

E

ERING&SURV

E Y

IN

G

,INC.

2971 Willow Creek Road

Bldg. 2

Prescott, AZ 86301

(928) 776-1750 www.LyonEngineering.com

D

C

A

B

N O

D R

A W

N

C H

E C

K E

D

A P

P R

O V

E D

B Y

A P

V D

D E

S I G

N

D A

T E

R E

V I S

I O

N

S A

L

B A

B

B A

B

G

S M

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

7/8/2025

47997

BRIAN A.

BUCHOLTZ

A

R

I

Z

O

N

A, U

S

A

D a t e

S i g n e d .

C

E

R

T

I

F

ICA

T

E

N

O

BRIAN A. BUCHOLTZ, P.E.

R e g i s t e r e d

P r o f e s s i ona l

E n g i n e e r

C i v i l

C

T

0 10050

DRAWING SCALE

1" = 100 ft

(This scale is valid for

22"x34" sheets only)

S O

L A

R

P

E D

E S

T R

I A

N

C R

O S

S W

A L K

S

P R

O J E

C T

G.04

S K

O O

G

B

L V

D

R O

B E

R T

R

D

N

C

E

L N

S U

R V

Y

N

T R

M

P

G E

N E

R A

L

SKOOG BLVD.

ROBERT RD. & NACE LN.

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

G

G

T

T

T

T

T

T

T

T

T

T

T

20' WATER EASEMENT

BK 4821 O.R., PG 872, YCR

REMOVE

CURB &

GUTTER

SEE "SEE "SKOOG BLVD. - SOUTH"

BLOW-UP ON DWG. D.01

SEE "SKOOG BLVD. - NORTH"

BLOW-UP ON DWG. D.01

EX. 8' PUE

BK 4821 O.R., PG 872, YCR

132 SF

SIDEWALK

WARNING PANEL

50 LF

SAWCUT

SIDEWALK RAMP

7 LF

CURB & GUTTER

14A

9 LF

TRENCH GRATE

20 LF

TRENCH GRATE

98 SF

SIDEWALK

SIDEWALK RAMP

7 LF

CURB & GUTTER

14A

CONSTRUCT

6" CURB

20 LF

SAWCUT

REMOVE EX.

SIDEWALK &

INSTALL NEW

5 LF

CURB & GUTTER

14A

R=18.5'

2 LF

CURB & GUTTER

14A

3 LF

CURB & GUTTER

14A

RIGHT-OF-WAY

RIGHT-OF-WAY

R=4'

R=10'

R=7'

REMOVE EX.

SIDEWALK AT

EX. JOINT

REMOVE EX.

SIDEWALK AT

EX. JOINT

SIDEWALK RAMP

REMOVE SPANDREL & REPOUR MONOLITHICALLY

W/ C&G, DOWEL IN EXISTING GUTTER PAN W/ 2~

#4 REBAR 18" LONG EPOXIED INTO GUTTER PAN

(EVENLY SPACED)

CONSTRUCT SIDEWALK

PER QUAD CITY STD. DET. 230Q;

MATCH EXISTING GRADES

INSTALL DETECTABLE

WARNING PANELS

PER QUAD CITY STD. DET. 231Q;

MATCH EXISTING GRADES AT

EDGE OF PAVEMENT

ROADWAY & DRAINAGE

IMPROVEMENT KEY NOTES

SAWCUT & REMOVE 2' WIDE

STRIP OF EX. PAVEMENT &

PREP FOR 10" AB & 6" AC FOR

THESE PATCH AREAS

PER PVT-1 ON DWG. NO. D.03

CONSTRUCT SIDEWALK RAMP

PER GRADES & GEOMETRY

AS SHOWN ON DWG. D.01

INSTALL EVERGRATE T-14

TRENCH GRATE OR APPROVED

EQUAL OVER FORMED

CONCRETE TRENCH DRAIN,

ENSURING POSITIVE FLOW

14A

CONSTRUCT CURB & GUTTER

TYPE A PER QUAD CITY STD.

DET. 220Q-1

CONSTRUCT LOCAL STREET

SIDEWALK RAMP PER QCSD

STD. DET. 231Q & GRADES

& GEOMETRY AS SHOWN ON

DWG. D.01

NOTES:

AERIAL IMAGE AND 1' EXISTING

TOPOGRAPHY (NAVD 1988) ARE

FROM LYON ENGINEERING'S

DRONE FLIGHT COMPLETED

ON SEPTEMBER 26, 2024.

A THOROUGH ATTEMPT HAS

BEEN MADE TO ACCURATELY

PRESENT EXISTING WATER,

SEWER, AND DRY UTILITY LINES

FOR THE PROJECT AREA.

DATE

DRAWING NUMBER

SHEET

LYON PROJECT #

OF

523-32

1 64 52 3

REUSE OF DOCUMENTS:

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

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.

JULY 2025

E L

EST. 1995

LYON

E

N G

IN

E

ERING&SURV

E Y

IN

G

,INC.

2971 Willow Creek Road

Bldg. 2

Prescott, AZ 86301

(928) 776-1750 www.LyonEngineering.com

D

C

A

B

N O

D R

A W

N

C H

E C

K E

D

A P

P R

O V

E D

B Y

A P

V D

D E

S I G

N

D A

T E

R E

V I S

I O

N

S A

L

B A

B

B A

B

G

S M

0 10

DRAWING SCALE

1" = 10 ft

(This scale is valid for

22"x34" sheets only)

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

7/8/2025

47997

BRIAN A.

BUCHOLTZ

A

R

I

Z

O

N

A, U

S

A

D a t e

S i g n e d .

C

E

R

T

I

F

ICA

T

E

N

O

BRIAN A. BUCHOLTZ, P.E.

R e g i s t e r e d

P r o f e s s i ona l

E n g i n e e r

C i v i l

C

T

S O

L A

R

P

E D

E S

T R

I A

N

C R

O S

S W

A L K

S

P R

O J E

C T

C.01

S K

O O

G

B

L V

D

V

N

T E

R

C R

O S

S W

A L

K

P

L A

N

C I V

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

E

E

E

E

E

E

E

E

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

T

T

T

T

T

T

T

T

T

T

SEE "ROBERT RD. - WEST"

BLOW-UP ON DWG. D.02

SEE "ROBERT RD. - EAST"

BLOW-UP ON DWG. D.02

47 LF

SAWCUT

10 LF

CURB & GUTTER

14A

5 LF

CURB & GUTTER

14A

22 SF

SIDEWALK

44 SF

SIDEWALK

75 SF

SIDEWALK

SIDEWALK RAMP

REMOVE CURB

& GUTTER

REMOVE SIDEWALK

R=28.5'

RIGHT-OF-WAY

RIGHT-OF-WAY

SIDEWALK RAMP

ADD LANDSCAPEING

PER PROJECT SPECS.

ADD LANDSCAPEING

PER PROJECT SPECS.

REMOVE EX.

SIDEWALK AT

EX. JOINT

REMOVE EXIST.

SIDEWALK AT

EX. JOINT

REMOVE EXIST.

SIDEWALK AT

EX. JOINT

TRIM ALL VEGETATION

TO 6" BEYOND BACK

OF CURB

PROPOSED

EASEMENT LINE

PROPOSED EASEMENT LINE

CROSSWALK

62 LF

SAWCUT

15 LF

CURB & GUTTER

14A

15 LF

CURB & GUTTER

14A

REMOVE CURB

& GUTTER

REMOVE SIDEWALK

R=18.5'

REMOVE EX. SIGN

EX. "STOP" /

STREET NAMES

SIGN TO REMAIN

S

ENSURE POSITIVE

FLOWLINE

NOTES:

AERIAL IMAGE AND 1' EXISTING

TOPOGRAPHY (NAVD 1988) ARE

FROM LYON ENGINEERING'S

DRONE FLIGHT COMPLETED

ON SEPTEMBER 26, 2024.

A THOROUGH ATTEMPT HAS

BEEN MADE TO ACCURATELY

PRESENT EXISTING WATER,

SEWER, AND DRY UTILITY LINES

FOR THE PROJECT AREA.

ROADWAY & DRAINAGE

IMPROVEMENT KEY NOTES

CONSTRUCT SIDEWALK

PER QUAD CITY STD. DET. 230Q;

MATCH EXISTING GRADES

SAWCUT & REMOVE 2' WIDE

STRIP OF EX. PAVEMENT &

PREP FOR 10" AB & 6" AC FOR

THESE PATCH AREAS

PER PVT-1 ON DWG. NO. D.03

CONSTRUCT LOCAL STREET

SIDEWALK RAMP PER QCSD

STD. DET. 231Q & GRADES

& GEOMETRY AS SHOWN ON

DWG. D.02

DATE

DRAWING NUMBER

SHEET

LYON PROJECT #

OF

523-32

1 64 52 3

REUSE OF DOCUMENTS:

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

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.

JULY 2025

E L

EST. 1995

LYON

E

N G

IN

E

ERING&SURV

E Y

IN

G

,INC.

2971 Willow Creek Road

Bldg. 2

Prescott, AZ 86301

(928) 776-1750 www.LyonEngineering.com

D

C

A

B

N O

D R

A W

N

C H

E C

K E

D

A P

P R

O V

E D

B Y

A P

V D

D E

S I G

N

D A

T E

R E

V I S

I O

N

S A

L

B A

B

B A

B

G

S M

0 10

DRAWING SCALE

1" = 10 ft

(This scale is valid for

22"x34" sheets only)

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"

IF NOT ONE INCH ON

THIS SHEET, ADJUST

SCALES ACCORDINGLY

7/8/2025

47997

BRIAN A.

BUCHOLTZ

A

R

I

Z

O

N

A, U

S

A

D a t e

S i g n e d .

C

E

R

T

I

F

ICA

T

E

N

O

BRIAN A. BUCHOLTZ, P.E.

R e g i s t e r e d

P r o f e s s i ona l

E n g i n e e r

C i v i l

C

T

S O

L A

R

P

E D

E S

T R

I A

N

C R

O S

S W

A L K

S

P R

O J E

C T

C.02

R O

B E

R

D

C

E

L

N

C R

O S

S W

A L

K

P

L A

N

C I V

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W