1-CIP CW2306 Final Approved Plan Set.pdf

PDF 18 MB Posted Mar 29, 2026

Attached to: Windsong Dr/Yavapai Rd Waterline Improvements Project - CW2306
Solicitation number: UT260329
Issued by: Yavapai County, Arizona

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Written by GovTribe AI · Mar 31, 2026

This is a final approved plan set for capital improvement project CW2306 prepared by Kimley-Horn and Associates, Inc. for the Town of Prescott Valley Utilities Department in Prescott Valley, Arizona. The Windsong-Yavapai Waterline Project involves the installation of new water infrastructure connecting Windsong Drive to Yavapai Road in Yavapai County. The project scope includes approximately 1,120 linear feet of 8-inch PVC water main, 23 linear feet of 4-inch PVC pipe, 40 linear feet of 8-inch DIP pipe, two fire hydrants with 6-inch DIP connections and gate valves, eleven 8-inch gate valves, one 4-inch gate valve, one air release valve, mechanical plugs with blowoff apparatus, tapping sleeves, tees, bends, and reducers. Additional work includes 2,310 square feet of pavement replacement, 45 linear feet of vertical curb and gutter replacement, 802 square feet of sidewalk replacement, curb ramps, pavement striping totaling 382 linear feet, and connections to three existing water mains. The project requires compliance with Town Design and Construction Standards, Maricopa Association of Governments specifications, and Arizona Department of Environmental Quality requirements, with final approval issued in March 2026.

The plans establish comprehensive construction requirements including utility coordination with Arizona Blue Stake notification 48 hours prior to excavation, pressure and leakage testing of water mains at minimum 200 PSI per AWWA standards, disinfection and flushing protocols using 25 PPM sodium hypochlorite solution, and video inspection of adjacent sewer lines. Contractors must obtain all required permits including on-site grading and right-of-way permits, submit a Storm Water Pollution Prevention Plan for projects disturbing more than one acre, and provide a two-year warranty from date of Town final acceptance. The contractor bears responsibility for verifying existing utility locations, relocating conflicting utilities at no expense to the Town, maintaining traffic control throughout construction, and managing all project-generated excess materials and spoils. Construction shall not commence until all survey stakes are verified and benchmarks validated, with the Town's oversight inspection limited to compliance verification only while the Engineer of Record provides all required certifications and documentation.

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Other files

File	Type	Posted
3-Submission Instructions - UT260329.pdf	PDF	Mar 29, 2026
2-CIP CW 2306 Final Sealed Bid Packet 2026-03-24 (1).pdf	PDF	Mar 29, 2026

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DRAWING NAME

PROJECT NO.

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CV01

TOWN OF PRESCOTT VALLEY

UTILITIES DEPARTMENT

CIP� CW2306

WINDSONG-YAVAPAI WATERLINE

PROJECT

COMPANY CONTACT TELEPHONE

ARIZONA PUBLIC SERVICE CO.

300 N. GRANITE ST.

PRESCOTT, ARIZONA 86301

LUMEN

1445 MASONRY WAY

PRESCOTT, ARIZONA 86301

UNISOURCE GAS CO.

6405 WILKINSON DRIVE

PRESCOTT, ARIZONA 86301

SPARKLIGHT

3801 TOWER ROAD

PRESCOTT, ARIZONA 86301

WATER AND SEWER UTILITY

DEPARTMENT

7501 E. SKOOG BLVD

PRESCOTT VALLEY, ARIZONA 86301

MATT ZURCHER

NEIL WADSWORTH

BLUE STAKE - CALL

TWO WORKING DAYS

BEFORE YOU DIG

1-800-STAKE-IT

RXWVLGH MDULFRSD CRXQW\

PUBLIC WORKS DIRECTOR DATE

APPROVED BY

KELL PALGUTA

MAYOR TOWN COUNCIL

JANELL KIEHL

KEN FREUND

KENDALL SCHUMACHER

KYMBERLI LOPEZ

MICHAEL GREER

MATT ZURCHER

VICINITY MAP

NTS

LOCATION MAP

NTS

N �A

NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF E;ISTING

UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING ANY NECESSARY UTILITY RELOCATION WITH THE APPLICABLE

UTILITY.

FLORENTINE RD

N G

D R

AZ SR69

OWNER

TOWN OF PRESCOTT VALLEY

7501 E. SKOOG BLVD

PRESCOTT VALLEY, AZ 86314

PHONE: (928) 759-3000

FA;: (928) 759-3070

A PORTION OF SECTIONS 13, 14, 23, AND 24, TOWNSHIP 14 NORTH, RANGE 1 WEST

OF THE GILA AND SALT RIVER BASE AND MERIDIAN, YAVAPAI COUNTY, ARIZONA

ENGINEER

KIMLEY-HORN ASSOCIATES, INC.

ANDREW BAIRD, P.E.

101 WEST GOODWIN STREET, STE 303

PRESCOTT, AZ 86303

PHONE: (928) 458-7121

ANDREW.BAIRD#KIMLEY-HORN.COM

AS-BUILT CERTIFICATION

I HEREBY CERTIFY THAT THE �AS - BUILT� INFORMATION SHOWN HEREON WAS OBTAINED

UNDER MY DIRECT SUPERVISION AND IS CORRECT AND COMPLETE TO THE BEST OF MY

KNOWLEDGE AND BELIEF.

ARIZONA REGISTERED LAND SURVEYOR DATE

ARIZONA REGISTRATION NUMBER

TELEPHONE NUMBER

SR 89A

SR 69

LASSFO

RD HILL RD

LAKESHORE DR

N G

D R

LONG LOOK DR

(928)308-1902

(928)759-3078

UTILITY INFORMATION

CENTRAL ARIZONA FIRE AND

MEDICAL AUTHORITY (CAFMA)

8603 E. EASTRIDGE DRIVE

PRESCOTT VALLEY, AZ 86314

DARRELL TIRPAK (928)772-7711

CONTRACT SEWER AND WATER

OPERATIONS

8466 E LONG MESA DR.

PRESCOTT VALLEY, ARIZONA 86301

JACOBS (928)759-9062

FLORENTINE RD

NAVAJO DR

D R

PROJECT

SITE

SUPERSTITION

BASIS OF BEARING

SURVEY CONTROL IS THE TOWN OF PRESCOTT VALLEY COORDINATE SYSTEM

THE BENCHMARK FOR THIS PROJECT IS TOWN OF PRESCOTT VALLEY BENCHMARK

TOPV BM RP-24

ELEVATION 5121.63

(NAVD88 DATUM)

FLOODPLAIN INFORMATION

THE PROJECT IS LOCATED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) 04025C2079H

DATED AUGUST 24, 2021 AND THE PROJECT SITE IS DELINEATED ZONE ;

E;ISTING DRAINAGE PATTERNS TO BE MAINTAINED

4UANTITIES

WINDSONG RD

DESCRIPTION 4UANTITY UNIT

PAVEMENT REPLACEMENT 2310 SF

VERTICAL CURB AND GUTTER REPLACEMENT 45 LF

ROLL CURB REPLACEMENT 5 LF

SINGLE CURB REPLACEMENT 5 LF

SIDEWALK REPLACEMENT 802 SF

CURB RAMP 4CSD 231 REPLACEMENT 124 SF

CURB RAMP 4CSD 235 REPLACEMENT 135 SF

E;ISTING WATER MAIN REMOVAL 32 LF

PAVEMENT STRIPING 382 LF

4� PVC PIPE 23 LF

8� PVC PIPE 1120 LF

8� DIP PIPE 40 LF

8� MECHANICAL PLUG WITH BLOWOFF 1 EA

8� MECHANICAL PLUG, MEGALUG ALL FITTINGS 1 EA

FIRE HYDRANT, 6� DIP, AND 6� GATE VALVE 2 EA

E;TRA PROTECTION 1 EA

CONNECT TO E;ISTING WATER MAIN 3 EA

18� STEEL CASING (BORING) 68 LF

4� GATE VALVE 1 EA

8� GATE VALVE 11 EA

AIR RELEASE VALVE 1 EA

4� TEE 1 EA

6�;6� TAPPING SLEEVE 1 EA

8�[6� TEE 2 EA

8� TEE 3 EA

8� BEND 3 EA

8�[4� REDUCER 2 EA

Windsong-Yavapai Potholes

Point Number Northing Easting Depth (ft) Top of Pipe Elevation (ft) Diameter (in) Material Type of Pipe

PH 01 1304985.41 576520.00 3.88 5108.20 6.0 ACP WATER

PH 01A 1304985.74 576519.91 3.04 5109.00 2.0 STEEL GAS

PH 03 1305029.60 576978.04 7.05 5098.93 6.0 PVC SEWER

PH 04 1305206.95 577000.26 8.08 5097.63 8.0 PVC SEWER

PH 05 1305203.68 577014.75 3.35 5101.59 4.0 ACP WATER

PH 06 1305380.64 577021.52 3.28 5101.37 4.0 ACP WATER

YAVAPAI R

KAYLA SAVAGE (928)443-6794

JORDAN GAARD (928)776-2513

SCOTT SLOAN (928)771-7225

PROJECT

LOCATION

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1. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH CIVIL

PLANS AND SPECIFICATIONS.

2. CONTRACTOR SHALL ADJUST AND�OR CUT E;ISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH

FIT AND CONTINUOUS GRADE.

3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS TO NEARBY STORM DRAIN

CATCH BASIN� RETENTION BASIN FOR ALL NATURAL AND PAVED AREAS.

4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND�OR ELEVATION OF E;ISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING E;ACT OR COMPLETE. THE CONTRACTOR MUST CALL BLUESTAKE AT LEAST 48 HOURS BEFORE ANY E;CAVATION TO REQUEST E;ACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT WITH THE PROPOSED

IMPROVEMENTS SHOWN ON THE PLANS.

5. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.

6. E;ISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.

7. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.

8. IF ANY E;ISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO REPAIR AND�OR REPLACE THE E;ISTING STRUCTURE AS

NECESSARY TO RETURN IT TO E;ISTING CONDITIONS OR BETTER.

9. THE CONTRACTOR SHALL ADHERE TO ALL TERMS CONDITIONS AS OUTLINED IN THE GENERAL AZPDES

PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES

AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION.

11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO

SAME.

12. THE CONTRACTOR IS HEREBY ADVISED THAT NO PERSON SHALL USE ANY MECHANICAL EQUIPMENT FOR LAND LEVELING OR CLEARING, ROAD CONSTRUCTION, TRENCHING, E;CAVATING, DEMOLITION OR ENGAGE IN ANY EARTHMOVING ACTIVITY WITHOUT FIRST OBTAINING A PERMIT FROM COMMUNITY

DEVELOPMENT DEPARTMENT.

13. REFER TO LANDSCAPE PLANS FOR LANDSCAPE DETAILS AND EROSION CONTROL ON EMBANKMENTS.

14. THE CONTRACTOR SHALL SALVAGE, STRIP, REMOVE, OR PROTECT IN PLACE (AS APPLICABLE) ALL

E;ISTING TREES, FILLS, STRUCTURES, UNDERGROUND UTILITIES OR OBSTRUCTIONS, VEGETATION, ORGANIC TOPSOIL, DEBRIS, AND ANY OTHER DELETERIOUS MATERIALS FROM THE PROPOSED BUILDING AND PAVEMENT AREAS. ALL E;POSED SURFACES SHOULD BE FREE OF MOUNDS AND DEPRESSIONS

THAT COULD PREVENT UNIFORM COMPACTION.

15. ALL PROPOSED ELEVATIONS ARE TO FINISHED SURFACE.

16. PROPOSED ELEVATIONS AND CONTOURS REPRESENT PAVEMENT SURFACE ELEVATION, UNLESS

OTHERWISE NOTED.

17. ADD 0.5 FEET TO PROPOSED ELEVATIONS FOR TOP OF CURB ELEVATION, UNLESS OTHERWISE NOTED.

18. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY ELEVATION DISCREPANCIES

DISCOVERED DURING CONSTRUCTION. ANY DEMOLITION AND REWORK ASSOCIATED WITH ELEVATION DISCREPANCIES NOT REPORTED TO THE ENGINEER, SHALL BE THE CONTRACTORS RESPONSIBILITY TO

REPAIR.

1. PRIOR TO BIDDING THE WORK, THE CONTRACTOR SHALL THOROUGHLY SATISFY HIMSELF AS TO ACTUAL SITE CONDITIONS, AND EARTHWORK QUANTITIES. NO CLAIM SHALL BE MADE AGAINST THE DESIGN

ENGINEER FOR ANY E;CESS OR DEFICIENCY THEREIN, ACTUAL OR RELATIVE.

2. THE ENGINEER MAKES NO REPRESENTATION OR GUARANTEE REGARDING EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL BALANCE DUE TO THE VARYING FIELD CONDITIONS, CHANGING SOIL TYPES, ALLOWABLE CONSTRUCTION TOLERANCES AND CONSTRUCTION METHODS THAT ARE BEYOND THE CONTROL OF THE ENGINEER. ON-SITE GRADING SHALL BE BALANCED AT ROUGH GRADE INCLUDING APPROPRIATE ALLOWANCE FOR RETAINING WALLS, FOUNDATION DIRT, TRENCH SPOILS AND

FINISH GRADING MATERIAL.

3. THE DESIGN ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS OR PROGRAMS. THE DESIGN

ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR

S FAILURE TO CARRY OUT THE WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. ALL CONDUITS (BO; CULVERT, REINFORCED CONCRETE PIPE, DIP, PVC, HDPE, AND�OR CORRUGATED METAL PIPE, ETC.) SHOWN ON THESE PLANS ARE DESIGNED FOR STANDARD HIGHWAY LOADINGS. THE

STANDARD SATISFACTORY MINIMUM COVER REQUIREMENTS AS ESTABLISHED BY THE CONDUIT

MANUFACTURER MAY NOT ALWAYS BE ADEQUATE DURING CONSTRUCTION. WHEN CONSTRUCTION

EQUIPMENT, FREQUENTLY HEAVIER THAN TRAFFIC LOADS FOR WHICH THE CONDUIT HAS BEEN

DESIGNED, IS TO BE DRIVEN OVER OR CLOSE TO THE BURIED CONDUIT, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE CONDUIT. THE ADEQUACY OF THE COVER REQUIREMENTS FOR CONDUITS SHALL BE ANALYZED AND

CHECKED BY THE CONTRACTOR TO ADDRESS LOADING CONDITIONS IMPOSED BY CONSTRUCTION

ACTIVITY, ANY CONDUIT DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED AT THE

CONTRACTOR

S E;PENSE.

5. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE DIRECTIONAL SIGNAGE SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES, AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE

SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY.

6. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE DIRECTIONAL SIGNAGE SHALL BE ORIENTED SO THEY ARE READILY VISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED.

FIELD ADJUSTMENTS OF LOCATION AND ORIENTATION OF THE SIGNS ARE TO BE MADE TO ACCOMPLISH

THIS.

7. IT IS THE CONTRACTOR

S SOLE RESPONSIBILITY TO VERIFY THE PRESENCE AND LOCATION OF ANY AND

ALL E;ISTING OVERHEAD AND�OR UNDERGROUND UTILITIES THAT MAY INTERFERE WITH THE

CONSTRUCTION, WHETHER OR NOT SAID UTILITIES ARE SHOWN ON THE CONSTRUCTION PLANS FOR THIS

PROJECT. CONTRACTOR SHALL ADEQUATELY PROTECT AND MAINTAIN SUCH UTILITIES.

8. THE CONTRACTOR SHALL E;POSE ALL REQUIRED UTILITY CONNECTION POINTS A MINIMUM OF 10 FEET TO

VERIFY APPROPRIATE HORIZONTAL LOCATIONS AND ELEVATIONS PRIOR TO THE START OF

CONSTRUCTION STAKING. ANY VARIATION OF CONNECTION LOCATIONS FOUND IN THE FIELD SHALL BE REPORTED TO THE DESIGN ENGINEER AND OWNER PRIOR TO THE START OF CONSTRUCTION STAKING.

9. ALL E;ISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE

ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY

VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL E;ISTING

UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. THE LOCATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY. FINDING THE ACTUAL LOCATION OF ANY

E;ISTING UTILITIES IS THE CONTRACTOR

S RESPONSIBILITY AND SHALL BE DONE BEFORE HE

COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTORS FAILURE TO E;ACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF E;ISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED

REGARDING THE METHOD TO USE FOR SUCH WORK.

10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATIONS AND INSTALLATIONS OF

FRANCHISE UTILITIES NECESSARY FOR ON AND OFF SITE CONSTRUCTION.

11. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED TO CREATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN THE DESIGN ENGINEER AND THE CONTRACTOR OR

ANY SUBCONTRACTOR.

12. THE CONTRACTOR SHALL MAKE NO CLAIM AGAINST THE OWNER�DEVELOPER OR THE ENGINEER REGARDING ALLEGED INACCURACY OF CONSTRUCTION STAKES SET BY THE ENGINEER UNLESS ALL SURVEY STAKES SET BY THE ENGINEER ARE MAINTAINED INTACT AND CAN BE VERIFIED AS TO THEIR ORIGIN. IF, IN THE OPINION OF THE ENGINEER, THE STAKES ARE NOT REQUIRED TO CORRECT ANY ITEM

OR IMPROPER CONSTRUCTION WORK IN THIS DEVELOPMENT SHALL BE PERFORMED AT THE SOLE

E;PENSE OF THE RESPONSIBLE CONTRACTOR OR SUBCONTRACTOR.

13. THE ENGINEER AND APPLICABLE AGENCY MUST APPROVE, PRIOR TO CONSTRUCTION, ANY ALTERATION OR VARIANCE FROM THESE PLANS, ANY VARIATIONS FROM THESE PLANS SHALL BE PROPOSED ON

CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER.

14. ANY INSPECTION BY THE TOWN, COUNTY, OR THE ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE ALL NATIONAL

AND LOCAL APPLICABLE CODES AND AGENCY REQUIREMENTS.

15. CONTRACTOR SHALL LOCATE ALL E;ISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY

MONUMENTS DISTURBED DURING THE CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY

REGISTERED LAND SURVEYOR AT THE CONTRACTOR

S E;PENSE.

16. REMOVAL AND REPLACEMENT QUANTITIES ARE APPRO;IMATE. THE E;ACT LOCATION OF REMOVAL LIMITS SHALL BE VERIFIED IN THE FIELD AND APPROVED BY THE INSPECTOR PRIOR TO THE START OF

CONSTRUCTION.

17. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND

BONDS PRIOR TO CONSTRUCTION.

18. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND STORMWATER MANAGEMENT PLANS AND INSPECTION REPORTS. (SWMP)

(IF APPLICABLE).

19. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE

MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO

CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT

CONTACTED PRIOR TO CONSTRUCTION OF THE EFFECTED ITEM.

20. CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUMS PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS AND SHALL REPORT ANY DISCREPANCIES TO THE OWNER AND ENGINEER.

CONSTRUCTION SHALL NOT COMMENCE UNTIL THE DISCREPANCY, IF IDENTIFIED, IS RESOLVED TO THE

OWNER

S AND ENGINEER

S SATISFACTION.

21. CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER AND ENGINEER SHALL BE NOTIFIED

OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION.

22. IN ACCORDANCE WITH AAC R18-4-119, ALL MATERIALS ADDED AFTER JANUARY 1, 1993 WHICH MAY COME

INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NATIONAL SANITATION FOUNDATION

STANDARDS 60 AND 61.

23. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER OF AREAS OF SUSPECTED NON BLUE STAKED IDENTIFIED UTILITIES IN THE PROJECT AREA PRIOR TO COMMENCING CONSTRUCTION OR E;CAVATION.

CONTRACTOR SHALL UTILIZE AN APPROVED SUBSURFACE INVESTIGATION METHOD BY THE OWNER, ENGINEER, AND JURISDICTION TO IDENTIFY UTILITY AND POTENTIAL CONFLICTS.

24. ALL WORK PERFORMED WITHOUT THE APPROVAL OF THE OWNER AND MATERIAL NOT IN CONFORMANCE WITH ALL NATIONAL AND LOCAL CODES AND SPECIFICATIONS ISSUED BY THE OWNER IS SUBJECT TO

REMOVAL AND REPLACEMENT AT THE CONTRACTOR

S E;PENSE.

25. CONTRACTOR SHALL UNCOVER ALL E;ISTING SEWER LINES BEING TIED INTO, TO VERIFY THEIR LOCATION VERTICALLY AND HORIZONTALLY. THE CONTRACTOR SHALL VERIFY THAT THE E;ISTING SEWER STUB FORM THE POINT OF CONNECTION TO THE SEWER MAIN HAS THE REQUIRED NEGATIVE SLOPE. PRIOR TO COMMENCING SEWER INSTALLATION, THE CONTRACTOR SHALL VERIFY THAT THE NEW SEWER SYSTEM AS DESIGNED SHALL HAVE THE REQUIRED NEGATIVE SLOPE AS INDICATED ON THE PLANS FOR PROPER

OPERATION. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY SEWER SLOPE

DEFICIENCIES PRIOR TO COMMENCING INSTALLATION.

26. CONTRACTOR SHALL PROVIDE TEST RESULTS FOR ALL WATER AND SEWER TESTING FOR BOTH PUBLIC

AND PRIVATE, (INCLUDING VIDEO TEST FOR SEWER) TO THE OWNER AND PROJECT ENGINEER.

27. THE CONTRACTOR SHALL SUBMIT �AS-BUILT� DATA REQUIRED BY THE TOWN TO THE DESIGN ENGINEER FOR USE IN THE RECORD DRAWINGS AND ACCEPTANCE PRIOR TO SUBMITTING TO THE TOWN FOR FINAL

ACCEPTANCE.

1. COMPACTION SHALL COMPLY WITH MAG SECTION 601 AND PROJECT SPECIFICATIONS (IN THE

GEOTECHNICAL REPORT DATED OCTOBER 17,2007 PREPARED BY ENGINEERING TESTING

CONSULTANTS, INC).

2. CONSTRUCTION SHALL CONFORM TO THE LATEST APPLICABLE MARICOPA ASSOCIATION OF

GOVERNMENTS (MAG) UNIFORM STANDARD SPECIFICATIONS AND DETAILS AND THE LATEST QUAD CITY

SUPPLEMENTAL TO THE MAG UNIFORM STANDARD SPECIFICATIONS AND DETAILS.

3. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH PER SPECIFICATION.

4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN�COUNTY REGULATIONS AND CODES AND

O.S.H.A. STANDARDS.

5. CONTRACTOR SHALL REFER TO THE GEOMETRIC CONTROL PLAN FOR E;ACT LOCATIONS AND

DIMENSIONS OF E;IT PORCHES, PRECISE BUILDING DIMENSIONS, AND E;ACT BUILDING UTILITY

ENTRANCE LOCATIONS.

6. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.

7. FIELD REDLINES TO BE PROVIDED BY THE CONTRACTOR TO THE EOR TO COMPLETE RECORD

DRAWINGS WHICH ARE TO BE SUBMITTED TO AND APPROVED BY THE TOWN.

8. ANY AND ALL NIGHT WORK SHALL CONFORM TO APPLICABLE TOWN OF PRESCOTT VALLEY

REGULATIONS.

ENGINEER

S PAVING NOTES

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 E;PENSE 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 (E;CLUDING 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 E;PENSE 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 E;PENSE 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 E;POSED 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 E;CESS MATERIALS -

CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT GENERATED E;CESS. THIS INCLUDES, BUT IS NOT

LIMITED TO:

· THE REMOVAL, TRANSPORT, PERMITTING, DISPOSAL, ETC. OF ANY E;CESS 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.

· E;PENSES RELATED TO E;CAVATION 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:

· E;CAVATION OF E;ISTING INFRASTRUCTURE TO ENSURE LOCATION, SIZE, FITTINGS, DEPTH, ALIGNMENT, ETC.

· E;CAVATION OF AREAS FOR NEW INFRASTRUCTURE TO ENSURE LOCATION, SIZE, FITTINGS, DEPTH, ALIGNMENT, ETC.

· E;CAVATION 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 E;ISTING ASBESTOS CEMENT PIPE SHALL BE IN

ACCORDANCE PER APPLICABLE QCSD.

103.17 SEWER INSPECTIONS -

FOR ANY CONSTRUCTION ADJACENT TO OR CROSSING E;ISTING 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 NE;T 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 E;ISTING 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.

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 BO;ES, 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 BO;ES 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 E;PENSE 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 E;PIRATION -

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 E;PENSE 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 TA;, 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 E;ISTING UTILITIES -

THE EOR WILL NOT GUARANTEE ANY ELEVATIONS OR LOCATIONS OF E;ISTING 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 E;PENSE 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 E;IST. NO CLAIM SHALL BE MADE AGAINST THE TOWN OR EOR FOR ANY

E;CESS 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 E;ISTING 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 E;PENSE 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.

ENGINEER

S GRADING AND DRAINAGE NOTESENGINEER

S DESIGN NOTES

N �A

SECTION 103 - 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)

· MARICOPA ASSOCIATION OF GOVERNMENTS (MAG) STANDARDS AND

· 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.

103.3 ENVIRONMENTAL CONTROLS -

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.

103.4 SWPPP -

THE SWPPP REQUIRED PER SECTION 209 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 NE;T RAIN EVENT. THE AMENDED PLAN SHALL BE MAINTAINED ON-

SITE.

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 E;TENDING 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.

TOWN OF PRESCOTT VALLEY - GENERAL CONSTRUCTION NOTES

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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, E;CLUDING HOLIDAYS, FOR ANY NEW WATERLINE THAT WILL AFFECT

E;ISTING 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 INTERIO

SURFACES INCLUDING VALVES, FLE; 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 E;ISTING ASBESTOS CEMENT PIPE (ACP) SHALL BE IN ACCORDANCE

PER APPLICABLE QCSD.

601.10 HOT TAP -

HOT TAPS ARE AN E;CLUSIVE 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 -

E;ISTING 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 BO;ES 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 E;TEND 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, BO; OR GROUND WITHIN 5 FEET SHALL OCCUR. ANY DISTURBANCE TO THE METER, METER BO; 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 BO; 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 BO;ES 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 BO;. BO;ES

IMMEDIATELY ADJACENT TO PAVED SURFACES OR CURBS SHALL BE THE SAME HEIGHT AS THE

ADJACENT PAVEMENT OR CURB.

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.

TOWN OF PRESCOTT VALLEY - WATER CONSTRUCTION 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 TY 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.

TOWN OF PRESCOTT VALLEY - GRADING AND DRAINAGE NOTES

TOWN OF PRESCOTT VALLEY - SEWER CONSTRUCTION NOTES

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. MI; DESIGN SHALL BE SUBMITTED PRIOR TO START OF

CONSTRUCTION.

301.5 CHIP SEAL -

A. PAVEMENT SHALL INCLUDE A CHIP SEAL COAT INSTALLED PER MAG AND THE FOLLOWING:

· FOR ARTERIAL AND COLLECTOR STREETS, CHIP SEAL SHALL BE ³HIGH 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 ò INCH HIGH

VOLUME CHIP AT 32 LBS�SY.

· FOR LOCAL, COMMERCIAL AND RESIDENTIAL STREETS, CHIP SEAL SHALL BE ³LOW 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 E;CESS CHIPS. USE OF A KICK BROOM IS ACCEPTABLE ON STREETS

WITHOUT CURBS UPON

APPROVAL OF THE TOWN.

C. ALL SURVEY MONUMENTS, BO;ES, 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�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.

301.6 TRAFFIC CONTROL -

A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE TOWN

S DEPUTY

PUBLIC WORKS DIRECTOR. TRAFFIC CONTROL SHALL MEET APPROVAL PRIOR TO

CONSTRUCTION PER SECTION 103.8.

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.

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.

TABLE 1 - CORRECTIVE ACTION REQUIREMENTS FOR SAG

DESCRIPTION OBSERVED SAG CORRECTIVE ACTION REQUIRED

LEGEND

ABBREVIATIONS

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 AN

OBSERVED BY THE ENGINEER OF RECORD INCLUDING BUT NOT LIMITED TO MICROBIOLOGICAL

PRESSURE AND DISINFECTION TESTING.

601.19 WATER ISOLATION VALVES -

1. VALVE BO;ES 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 EPO;Y COATED INSIDE AND OUT, 2 INCH

OPERATING NUT AND OPEN COUNTER-CLOCKWISE.

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 CONMIC�SHIELD�� -

NEW OR REPLACEMENT MANHOLES AND APPURTENANCES SHALL BE CONSTRUCTED WITH

CONMIC�SHIELD��, A LIQUID ANTIBACTERIAL ADDITIVE. SPECIFICS CONCERNING CONMIC�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 E;ISTING 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.

TOWN OF PRESCOTT VALLEY - STRIPING CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL SPOT LAYOUT THE ENTIRE PROJECT AND CONTACT THE CITY�TOWN INSPECTOR

TO MAKE ARRANGEMENTS FOR INSPECTION PRIOR TO INSTALLING TRAFFIC SIGNS OR PAVEMENT MARKINGS. ANY SIGNING OR STRIPING INSTALLED BEFORE LAYOUT APPROVAL SHALL BE SUBJECT TO

REMOVAL AND REINSTALLATION AT THE CONTRACTOR

S E;PENSE.

2. STRIPING SHALL CONFORM TO THE MOST RECENT EDITION OF THE MUTCD WITH REGARD TO SIZE, COLOR, REFLECTIVITY AND PLACEMENT UNLESS OTHERWISE SPECIFIED ON THE PLANS.

3. ALL THERMOPLASTIC APPLICATIONS SHALL CONFORM TO ADOT SPECIFICATION 704. TRANSVERSE MARKINGS, SYMBOLS AND LEGENDS SHALL BE 90 MIL (0.090 INCH) THICK. LONGITUDINAL MARKINGS SHALL

BE 60 MIL (0.060 INCH) THICK ALKYD E;TRUDED THERMOPLASTIC.

4. ALL PAINT APPLICATION SHALL CONFORM TO ADOT SPECIFICATION 708.

5. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO THE INSTALLATION OF NEW STRIPING. SLURRY OR PAINT SHALL NOT BE USED TO COVER E;ISTING PAINT. PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY�TOWN

ENGINEER OR THEIR DESIGNEE.

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

File details come from the government source that posted it. Updated Mar 31, 2026.