3-20251031-RWH-FAIRGROUNDS RE-IMAGINE-FINALPLANS.pdf

SHEETJN:DE:

THE CONTRACTOR IS REQUIRED TO TAKE

DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN AND

ANY OTHER LINES NOT OF RECORD OR NOT

SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR

NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT

(1-800-782-5348) TWO WORKING DAYS PRIOR

TO ANY EXCAVATION OR CONSTRUCTION.

NOTICE TO CONTRACTORS:

No. REVISION: APP.DATE:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

ITEMS ARE NOT TO SCALE

1/20 1

TOWN OF PRESCOTT VALLEY, ARIZONA

RJB 2024728.00

RAINWATER HARVESTING PROJECT

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

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COVER SHEET

10401 E. STATE ROUTE 89A - FAIRGROUNDS RE-IMAGINE PROJECT

2054 N. Willow Creek Rd.

Prescott, AZ 86301 Phone: 928.771.2376 Fax: 928.771.2377 Web: www.civiltec.com

CALL AT LEAST TWO FULL WORKING DAYS

BEFORE YOU BEGIN EXCAVATION

DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348)

MARICOPA COUNTY: (602) 659-7500

AS-BUILT CERTIFICATION

I HEREBY STATE THAT THE AS-BUILT INFORMATION AS SHOWN HEREON IS

CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THE AS-BUILT

INFORMATION REPRESENTS THE CONDITIONS DETERMINED BY FIELD

OBSERVATIONS PROVIDED BY MYSELF OR OTHERS UNDER MY DIRECT

SUPERVISION.

REGISTERED PROFESSIONAL ENGINEER REGISTRATION # DATE

FLOOD ZONE NOTE

ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) NUMBER 04025C1725H REVISED AUGUST 24, 2021. THIS PROJECT IS LOCATED IN ZONE X. ZONE X IS DESCRIBED AS AN AREA OF

MINIMAL FLOOD HAZARD.

TOWN OF PRESCOTT VALLEY, ARIZONA

RAINWATER HARVESTING PROJECT

10401 E. STATE ROUTE 89A - APN: 401-01-370B - FAIRGROUNDS RE-IMAGINE PROJECT

VICINITY MAP

NOT TO SCALE

PROJECT

LOCATION

FAIN ROAD

ROBERT ROAD

GLASSFORD

HILL ROAD

LAKESHORE DRIVE

NAVAJO DRIVE

VIEWPOINT

DRIVE

LONG LOOK

DRIVE

LAKE VALLEY

ROAD

WINDSONG

DRIVE

SKOOG

BLVD

CIP No: CW2511 SECTION 29, TOWNSHIP 15N, RANGE 01E, GILA AND SALT RIVER MERIDIAN - YAVAPAI COUNTY

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BENJAMIN W.

E

TOWNSEND

OWNER:

TOWN OF PRESCOTT VALLEY

7501 E. SKOOG BLVD

PRESCOTT VALLEY AZ, 86314

WATER SOURCE ADVISOR

ATTN: TRACY LUND

CIVIL ENGINEER/DRAFTER:

CIVILTEC ENGINEERING, INC.

2054 N. WILLOW CREEK ROAD

PRESCOTT, AZ 86301

ATTN: BENJAMIN W. TOWNSEND,

P.E., BRANCH MANAGER

TOWN COUNCIL:

JANELL KIEHL

KEN FREUND

KENDALL SCHUMACHER

KYMBERLI LOPEZ

MICHAEL GREER

TOWN MANAGER:

GILBERT DAVIDSON

MAYOR:

KELL PALGUTA

VICE-MAYOR:

MATT ZURCHER

GENERAL NOTES:

1. QUANTITY ESTIMATE: IF ANY MATERIAL QUANTITIES ARE SHOWN ON THESE PLANS, THEY ARE TO BE CONSIDERED AS

APPROXIMATE ONLY.

2. UTILITY COORDINATION: EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS IN THEIR APPROXIMATE LOCATIONS

BASED ON FIELD OBSERVATIONS AND ANY FURNISHED RECORD INFORMATION, BUT THERE IS NO GUARANTEE THAT ALL UTILITY CONFLICTS HAVE BEEN IDENTIFIED. AT THE TIME OF CONSTRUCTION, THE EXACT SIZES, TYPES, AND LOCATIONS OF EXISTING UNDERGROUND IMPROVEMENTS SHALL BE DETERMINED IN THE FIELD AND THE MATERIALS

NECESSARY TO CONSTRUCT THE REQUIRED CONNECTIONS SHALL BE PROVIDED.

3. ALL FRAMES, COVERS AND VALVE BOXES IN THE CONSTRUCTION AREA SHALL BE ADJUSTED TO FINAL FINISH GRADES, WHETHER INDICATED ON THE PLANS OR NOT.

4. THE APPROPRIATE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION.

"BLUE STAKE" NUMBER IS 1-800-STAKE-IT. ALLOW TWO WORKING DAYS AFTER "BLUE STAKE" IS NOTIFIED, BEFORE

COMMENCING ANY EXCAVATION WORK IN PROXIMITY OF BURIED UTILITIES.

6. THE LOCATION OF ALL WATER VALVES MUST AT ALL TIMES DURING CONSTRUCTION BE REFERENCED AND MADE

AVAILABLE TO THE GOVERNING WATER COMPANY/DEPARTMENT.

7. EARTHWORK: NO ESTIMATE OF EARTHWORK IS PROVIDED FOR THIS PROJECT.

8. ROUGH GRADING MUST BE COMPLETED PRIOR TO INSTALLATION OF UNDERGROUND UTILITIES.

9. MINIMUM COMPACTION DENSITIES, FOR ALL EARTHWORK EMBANKMENTS AND UTILITY TRENCHES, SHALL BE 95%, UNLESS A MODIFICATION IS SPECIFICALLY AUTHORIZED BY THE OWNER IN WRITING.

10. RIGHT-OF-WAY AND TRAFFIC CONTROL: ALL TRAFFIC AFFECTED BY THE CONSTRUCTION WILL BE REGULATED IN

ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SUFFICIENT AND ADEQUATE DEVICES AND MEASURES, TO CONTROL BOTH VEHICLE AND PEDESTRIAN TRAFFIC IN AND AROUND THE JOB SITE, SHALL BE PROVIDED AND MAINTAINED IN ACCORDANCE WITH THE ADOT TRAFFIC CONTROL MANUAL. DEVICES MAY INCLUDE BARRICADES, STEEL TRAFFIC RATED TRENCH PLATES, FLAGGING AND/OR WARNING SIGNS, FLAGMEN, FENCES, SIGNS, PILOT CARS, LIGHTS, ETC, AS NECESSARY.

11. GEOTECHNICAL REPORT: NO SUBSURFACE INVESTIGATIONS OR BORINGS FOR THIS PROJECT HAVE BEEN MADE OR ARE

12. AVAILABLE.

13. AS-BUILT DRAWINGS: A COMPLETE SET OF ALL APPROVED SHOP DRAWINGS AND AN ACCURATE, CURRENT, AS-BUILT

SET OF PLANS SHALL BE MAINTAINED ON SITE FOR REFERENCE AT ALL TIMES. THE CONTRACTOR'S AS-BUILTS SHALL BE PROVIDED TO THE ENGINEER AT THE END OF THE PROJECT FOR PREPARATION OF THE AS-BUILT DRAWINGS.

14. MATERIALS: WHERE NO OTHER REFERENCES ARE MADE IN THE PLANS OR SPECIFICATIONS/SPECIAL PROVISIONS, THE FOLLOWING GENERAL MATERIALS STANDARDS SHALL APPLY. WATER AND SEWER CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH AWWA AND ADEQ MINIMUM STANDARDS. ALL MATERIALS/MIX DESIGNS INCORPORATED INTO THE

WORK MUST BE SUBMITTED FOR APPROVAL TO THE OWNER PRIOR TO CONSTRUCTION.

15. ALL PVC WATER PIPE SHALL BE AWWA, C-900 OR C-905, CLASS 200.

16. ALL CONCRETE SHALL BE A MINIMUM OF CLASS A, 3000 PSI, PORTLAND CEMENT CONCRETE CONFORMING TO THE

APPLICABLE REQUIREMENTS OF MAG SECTION 725. AN AIR-ENTRAINING ADMIXTURE SHALL BE USED IN ALL CONCRETE

USED ON THIS PROJECT. THE AMOUNT USED SHALL BE BETWEEN 5% AND 7% BY VOLUME.

17. NO MATERIALS SHALL BE USED ON THE PROJECT UNTIL PROPER SUBMITTALS HAVE BEEN APPROVED BY THE TOWN AND THE EOR. SUBMITTALS SHALL BE PROVIDED IN PDF FORMAT, LEGIBLE, HIGHLIGHT SIZE, MATERIALS TO BE USED FOR THE PROJECT, ETC. ANY MATERIALS USED OR SENT TO THE PROJECT THAT HAVE NOT BEEN APPROVED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS RISK IF REJECTED, INCLUDING ANY ASSOCIATED FEES FOR RESTOCKING, ETC. ALL SUBMITTALS WILL BE PROVIDED WITH A COVER LETTER BY THE GENERAL CONTRACTOR WITH A STATEMENT BY THE ACKNOWLEDGING THAT THE SUBMITTAL HAS BEEN REVIEWED AND MEETS THE PLANS AND SPECIFICATIONS. ANY MATERIAL PROVIDED AS A SUBSTITUTE OR "AS EQUAL" SHALL BE CLEARLY NOTED ON THE COVER SHEET. ANY SUBMITTALS THAT ARE ILLEGIBLE, COPY'S OF COPY'S OR MISSING ANY ITEMS WILL BE REJECTED.

THE TOWN AND/OR EOR ARE NOT RESPONSIBLE FOR DELAYS IN SCHEDULE FOR REJECTED SUBMITTALS THAT DON'T

MEET THE MINIMUM PLANS AND SPECIFICATIONS.

18. ALL VALVES SHALL BE OPERATED BY THE TOWN OF PRESCOTT VALLEY STAFF. THE CONTRACTOR WILL COORDINATE THE OPERATION OF SUCH VALVES FOR TESTING AND WATER AND PROVIDE A MINIMUM OF 24 HOURS TO TOWN STAFF

AND THE EOR.

GENERAL CONSTRUCTION NOTES:

103.1 STANDARD DOCUMENTS -

ALL WORK TO COMPLETE THE CONSTRUCTION PLANS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION AND SUPPLEMENTS LISTED BELOW INCLUDING THE CURRENT EDITIONS OF THE FOLLOWING STANDARDS AND SPECIFICATIONS, BID DOCUMENTS, SPECIAL PROVISIONS PREPARED BY THE OWNER, EOR OR THEIR REPRESENTATIVE.

THE TERM "CURRENT" MEANS THE DATE OF THE SPECIFICATIONS IN EFFECT AS TO THE DATE OF THE ENGINEER'S SEAL

ON THESE PLANS. THE FOLLOWING IS A LIST OF SAID DOCUMENTS BUT NOT LIMITED TO:

· SPECIFIC DEVELOPMENT AGREEMENTS

· THE TOWN OF PRESCOTT VALLEY DESIGN AND CONSTRUCTION STANDARDS (TDCS)

· QUAD CITY STANDARD DETAILS (QCSD)

· MARICOPA ASSOCIATION OF GOVERNMENTS (MAG) STANDARDS AND OTHER STANDARDS LISTED IN THE TDCS.

· ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ) INCLUDING ENGINEERING BULLETINS NO. 8 AND 10.

· DEPARTMENT OF TRANSPORTATION

· FEDERAL HIGHWAY ADMINISTRATION

· MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

· AMERICAN WATER WORKS ASSOCIATION STANDARDS

· ARIZONA ADMINISTRATIVE CODE

· UNIFORM PLUMBING CODE (UPC)

· UNIFORM BUILDING CODE (UBC)

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.

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 COUNTY RIGHT-OF-WAY (ROW) PERMIT WILL BE REQUIRED FOR ALL

CONSTRUCTION WITHIN PUBLIC ROW.

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 COUNTY 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 PAVEMENT, AND SIDEWALK PAVEMENT SURFACES FREE OF DEBRIS, CONSTRUCTION MATERIALS, ETC DURING CONSTRUCTION AND AT COMPLETION OF

CONSTRUCTION.

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 WORKING DAYS (48 HOURS) PRIOR TO COMMENCEMENT OF CONSTRUCTION. CALL 1-800-STAKE-IT (1-800-782-5348). 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.

103.37 AS-BUILTS -

THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE APPROVED CONSTRUCTION PLANS ON SITE AT ALL TIMES DURING THE CONSTRUCTION PROJECT. ANY AND ALL CHANGES SHALL BE NOTED ON THE PLANS AND PROVIDED TO THE EOR AND TOWN AT THE END OF CONSTRUCTION FOR PREPARATION OF THE AS-BUILT PLANS. AS-BUILT DRAWINGS, CERTIFIED BY THE EOR, SHALL BE SUBMITTED AND APPROVED PRIOR TO ISSUANCE OF A BUILDING

“CERTIFICATE OF OCCUPANCY”.

103.38 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.

103.39 SWPPP -

THE 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.

103.40 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.

103.41 TRASH AND DEBRIS -

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.

103.15 UTILITY ABANDONMENT -

ABANDONMENT IN PLACE OF PUBLIC UTILITY LINES SHALL BE AT THE DISCRETION OF THE TOWN AND SHALL BE IN

ACCORDANCE PER APPLICABLE PVSD FOR ABANDONED UTILITIES.

103.16 ASBESTOS CEMENT PIPE -

MAINTENANCE, REPAIR OR REPLACEMENT OF EXISTING ASBESTOS CEMENT PIPE SHALL BE IN ACCORDANCE PER

APPLICABLE PVSD.

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. 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, THE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AND ADDITIONAL VIDEO

INSPECTION, AS DETERMINED BY THE TOWN, SHALL BE COMPLETED.

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 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 BOXES, AND MANHOLES INSIDE THE PAVED SURFACE SHALL BE ADJUSTED TO FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION. 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.

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, ASLD, 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 ACCEPTANCE OF PROJECT COMPLETION. ALL WARRANTY WORK SHALL ALSO CONFORM TO

ALL PORTIONS OF THE APPLICABLE TDCS.

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 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 OWNER.

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.

103.34 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.

103.35 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.

103.36 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.

SURVEY CONTROL - BENCHMARK:

STATE PLANE COORDINATES, RP29. SEE SHEET 2 FOR REFERENCE.

N=1325790.0100000 E=589578.464000

EL=5022.500

TOPO, CONTOURS AND PARCEL DATA PROVIDED BY YAVAPAI COUNTY GIS.

SHEET INDEX

SHEET NO. TITLE

1 COVER

2 FAIRGROUNDS RE-IMAGINE

IMPROVEMENT PLAN

3 CROSS SECTIONS

4 DETAILS

APPROVED: UTILITIES DIRECTOR

NEIL WADSWORTH, P.E.

ACCESS:

SEE SHEET 2 FOR ACCESS ROAD

TO PROJECT AND SITE.

AutoCAD SHX Text

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X X X

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X X X

X

303'±

8'±

10 00+ 11 00+ 12 00+ 12 90+10 50+ 11 50+ 12 50+

50 00+ 51 00+ 51 50+

PI

: 2

3+

.78

PI: 2

3+9

3.5

PI: 26+12.58

20 00+ 21 00+ 22 00+ 23 00+

2700 +

20 50+ 21 50+ 22 50+

2650 +

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

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SS

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SS

W W

W W

W

W W W W W W W W W W W W W W W W W W W W W

W W

W W

W W

W W

W W

W W

W W

W W

W

SS

SS

E E

E E

E E

E E

E E

E E

WM

W W W W W W W W W W W W

SS

SS

SSSSSSSSSSSSSSSS

WWW

W W

SS

SS

SSSSSSSSSSSSSSSSSSSSSSSSSS

WM

E

E

E E E

00 +

00+

50 +

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

45°

45°

18" 40.1 LF 18" 40.1 LF

L1

L2

L3

L4

L5

L6

N22° 43' 06"E

2965.08'

N27° 16' 13"E

3063.75'

W7

STA:12+50.34

TEE:5052.04

INV IN:5045.30 12" (N)

INV IN:5044.80 6" (E)

INV OUT:5044.70 18" (S)

E2

STA:20+91.54

TEE:5053.00

INV IN:5050.48 6" (N)

INV IN:5050.40 6" (W)

INV OUT:5050.38 8" (S)

E1

STA:20+40.01

CLEANOUT:5053.00

INV IN:5051.50 6" (W)

INV OUT:5051.00 6" (S)

E14

STA:26+70.10

TEE:5051.48

INV IN:5043.37 18" (S)

INV IN:5043.00 6" (E)

INV OUT:5043.50 18" (N)

E13

STA:26+47.09

TEE:5051.37

INV IN:5043.70 18" (S)

INV IN:5043.30 6" (E)

INV OUT:5043.60 18" (N)

E3

STA:21+20.25

TEE:5053.00

INV IN:5050.09 8" (N)

INV IN:5050.00 6" (W)

INV OUT:5049.90 12" (S)

E4

STA:21+60.25

CLEANOUT:5053.00

INV IN:5049.50 12" (N)

INV IN:5049.50 6" (W)

INV OUT:5049.40 12" (S)

E5

STA:22+00.25

TEE:5053.00

INV IN:5049.00 12" (N)

INV IN:5049.00 6" (W)

INV OUT:5048.90 12" (S) E6

STA:22+40.25

CLEANOUT:5053.00

INV IN:5048.50 12" (N)

INV IN:5048.50 6" (W)

INV OUT:5048.40 16" (S)

E7

STA:22+80.25

TEE:5053.00

INV IN:5048.00 16" (N)

INV IN:5048.00 6" (W)

INV OUT:5047.90 16" (S)

E8

STA:23+20.25

TEE:5053.00

INV IN:5047.50 16" (N)

INV IN:5047.50 6" (W)

INV OUT:5047.40 16" (S)

E9

STA:23+36.78

SDMH NO. 4 (24") RIM:5053.00

INV IN:5047.23 16" (N)

INV OUT:5047.13 16" (SW)

E10

STA:23+57.52

TEE:5053.00

INV IN:5046.92 16" (NE)

INV IN:5046.90 6" (NW)

INV OUT:5046.80 18" (SW)

E11

STA:23+93.53

SDMH NO. 3 (24") RIM:5052.69

INV IN:5046.44 18" (NE)

INV OUT:5046.34 18" (W)

W3

STA:11+30.25

CLEANOUT:5052.28

INV IN:5048.10 8" (N)

INV IN:5048.10 6" (E)

INV OUT:5048.00 8" (S)

W4

STA:11+70.25

TEE:5052.24

INV IN:5047.00 8" (N)

INV IN:5047.00 6" (E)

INV OUT:5046.90 12" (S)

W2

STA:10+90.24

TEE:5052.28

INV IN:5049.20 6" (N)

INV IN:5049.20 6" (E)

INV OUT:5049.10 8" (S)

E12

STA:26+12.58

SDMH NO. 2 (24") RIM:5050.76

INV IN:5044.15 18" (E)

INV OUT:5044.05 18" (N)

W5

STA:12+10.25

CLEANOUT:5052.23

INV IN:5046.00 12" (N)

INV IN:5046.00 6" (E)

INV OUT:5045.90 12" (S)

W1

STA:10+50.00

CLEANOUT:5052.11

INV IN:5050.20 6" (E)

INV OUT:5050.10 6" (S)

E15

STA:27+10.16

SDMH NO. 1 (30") RIM:5051.82

INV IN:5042.80 18" (S)

INV IN:5042.80 18" (N)

INV IN:5047.00 6" (E)

INV OUT:5042.70 24" (W)

6" INV=5052.00

26.3 LF

6" INV=5052.00

26.3 LF

6" INV=5052.00

26.0 LF

6" INV=5052.00

26.3 LF

6" INV=5052.00

26.3 LF

6" INV=5052.00

26.3 LF

6" INV=5043.42

12.1 LF

6" INV=5052.00

21.8 LF

6" INV=5052.00

7.2 LF

6" INV=5052.00

23.0 LF

6" INV=5052.00

23.0 LF

6" INV=5052.00

23.0 LF

6" INV=5052.00

22.9 LF

6" INV=5052.00

22.9 LF

6" INV=5052.00

22.9 LF

6" INV=5052.00

11.3 LF

6" INV=5052.00

26.0 LF

6" INV=5052.00

26.3 LF

12" 40.0 LF

6" 51.5 LF 8" 28.7 LF 12" 40.0 LF

12" 40.0 LF

15" 40.0 LF 15" 40.0 LF

16" 16.5 LF

15" 20.7 LF

18" 36.0 LF

18" 219.1 LF

18" 34.5 LF

18" 23.0 LF

12" 40.1 LF12" 40.0 LF8" 40.0 LF8" 40.0 LF6" 40.2 LF

24" 28.4 LF

IRR IRR IRR IRR IRR

IRR

IRR

6" INV=5052.00

7.2 LF

N=1328313.28 E=590697.12

N=1328232.77 E=590674.53

N=1328232.77 E=590697.09

N=1328315.75 E=590674.56

6" INV=5052.00

14.0 LF

6" 1.9 LF

L6

LINE TABLE

TAG No.

L1

BEARING

S0°30'47"W

DISTANCE

290.49'

START

N 1328525.04 E 590723.58

END

N 1328234.56 E 590720.98

START STA

10+00.00

END STA

12+90.49

LINE TABLE

TAG No.

L2

L3

L4

L5

L6

BEARING

S0°29'10"W

S45°08'23"W

N89°51'23"W

N0°30'47"E

N89°55'45"W

DISTANCE

336.78'

56.75'

219.05'

97.58'

42.24'

START

N 1328513.24 E 590982.24

N 1328176.47 E 590979.39

N 1328136.44 E 590939.16

N 1328136.99 E 590720.11

N 1328234.56 E 590720.98

END

N 1328176.47 E 590979.39

N 1328136.44 E 590939.16

N 1328136.99 E 590720.11

N 1328234.56 E 590720.98

N 1328234.61 E 590678.74

START STA

20+00.00

23+36.78

23+93.53

26+12.58

27+10.16

END STA

23+36.78

23+93.53

26+12.58

27+10.16

27+52.40

SCALE: 1"=

30' 15'

30'

30' 60'

THE FAIRGROUNDS

RE-IMAGINE BUILDING

SHEETJN:DE:

THE CONTRACTOR IS REQUIRED TO TAKE

DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN AND

ANY OTHER LINES NOT OF RECORD OR NOT

SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR

NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT

(1-800-782-5348) TWO WORKING DAYS PRIOR

TO ANY EXCAVATION OR CONSTRUCTION.

NOTICE TO CONTRACTORS:

No. REVISION: APP.DATE:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

ITEMS ARE NOT TO SCALE

1/20 1

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

CH: DR:

X:

\20

\20

8.0 0-

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PV

-R ain wa ter H ar ve sti ng

\D W

G\ Sh ee ts\

Im pr ov em en t P lan s\W he elh ou se

-R W

H- Im pr ov em en t P lan s.d wg

| 1 0/3

0/2

5 1 1:2

7 A M

OF2

2054 N. Willow Creek Rd.

Prescott, AZ 86301 Phone: 928.771.2376 Fax: 928.771.2377 Web: www.civiltec.com

CALL AT LEAST TWO FULL WORKING DAYS

BEFORE YOU BEGIN EXCAVATION

DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348)

MARICOPA COUNTY: (602) 659-7500

APN: 401-01-340B

TOWN OF PRESCOTT VALLEY

APN: 800-17-136F

YAVAPAI COUNTY

APN: 401-01-127F

J & J EQUINE ENTERPRISES, LLC

401-01-370A

TOWN OF PRESCOTT VALLEY

APN: 800-33-001K

YAVAPAI COUNTY

TOWN OF PRESCOTT VALLEY, ARIZONA

RJB 2024728.00 4BWT RJB

10 - 31-

.A.S.U,ANOZIRA

)L I V

I C(

RE

ENIGNELANOISSEFORP

DERETSI G E R

NO

i a t e s

D deng

F

CERTI TACI

45668

BENJAMIN W.

E

TOWNSEND

401-01-127G

ARIZONA DOWNS LLC

GENERAL NOTES:

1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE RESTROOMS DURING THE DURATION OF

CONSTRUCTION AND COORDINATE WITH THE DANCE STUDIO AND OTHERS WHO USE THE

FAIRGROUNDS RE-IMAGINE AND OTHER FACILITIES OUTSIDE THE FAIRGROUNDS RE-IMAGINE.

ANY DETOURS OR OTHER ACCOMMODATIONS FOR ACCESS SHALL BE THE CONTRACTOR'S

RESPONSIBILITY AND MAINTAIN THE PUBLICS SAFETY AT ALL TIMES. THE CONTRACTOR SHALL

HAVE THEIR OWN RESTROOM FACILITIES FOR THEIR EMPLOYEES AND WORKERS DURING THE

DURATION OF THE PROJECT AND NOT USE THE FACILITIES AT THE FAIRGROUNDS RE-IMAGINE

FOR ANY REASON.

2. ALL UTILITIES SHOWN ON THE PLAN ARE APPROXIMATE AND LOCATED TO THE BEST ABILITY

PER CONSTRUCTION PLANS, BLUESTAKE AND A LOCATING SERVICE. PRIOR TO

CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, BOTH

VERTICALLY AND HORIZONTALLY, TO DETERMINE ANY CONFLICTS WITH THE GUTTER

DOWNSPOUTS, PIPING AND STORM TECH SYSTEM. ANY CONFLICTS SHALL BE BROUGHT TO

THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD TO DETERMINE ANY CHANGES

THAT MAY BE REQUIRED.

3. ALL DIMENSIONS AND LENGTHS NOTED ON PLANS ARE APPROXIMATE. CONTRACTOR TO

COORDINATE WITH SUBCONTRACTOR AND GUTTER INSTALLER FOR FINAL LOCATION OF ALL

DOWNSPOUTS, PIPE LENGTHS AND VERIFY ALL UTILITY CROSSINGS. DIMENSIONS AND

LENGTHS OF THE STORMTECH SYSTEM ARE APPROXIMATE AND SHALL BE VERIFIED BY THE

MANUFACTURER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL

CONSTRUCTION, PIPING, FITTINGS, FILTER FABRIC, ROCK MATERIAL AND ALL APPURTENANCES

REQUIRED FOR A COMPLETE CONSTRUCTION OF THE PIPING AND STORMTECH SYSTEM.

4. TEMPORARY FENCING OF THE STORMTECH CONSTRUCTION AREA WILL BE REQUIRED TO

PROTECT THE PUBLIC GROUPS WHO USE THE FAIRGROUNDS RE-IMAGINE. ALL TRENCHING

SHALL BE COVERED AND NOT LEFT OPEN OVER NIGHT OR AT THE END OF A WORK SHIFT WITH

STEEL PLATING OR OTHER METHODS FOR THE PROTECTION OF THE PUBLIC USING THE

FACILITY.

5. ALL STAGING OF MATERIALS AND EQUIPMENT SHALL BE COORDINATED WITH THE TOWN PRIOR

TO CONSTRUCTION. STAGING OF MATERIALS AND EQUIPMENT SHALL NOT INTERFERE WITH

THE USE OF THE FACILITY OR ACCESS TO THE BUILDING OR OTHER AREAS USED OUTSIDE THE

BUILDING (BMX AND RC TRACK).

CONSTRUCTION NOTES:

1. INSTALL SEAMLESS GUTTER SYSTEM PER ARIZONA SEAMLESS GUTTERS, INC. (O.A.E). INSTALL 6"

& 5" K-STYLE GUTTERS, DOWNSPOUTS AND ALL APPURTENANCES FOR A FULL AND COMPLETE

GUTTER SYSTEM ALONG THE EAST AND WEST SIDES OF THE FAIRGROUNDS RE-IMAGINE ROOF.

NEW GUTTERS INCLUDE THE RESTROOM BUILDINGS AT THE NORTHEAST AND SOUTHWEST

CORNERS. CHECK PLAN FOR DOWNSPOUTS AND FIELD VERIFY LOCATIONS PRIOR TO

CONSTRUCTION OF ALL DOWNSPOUTS TO AVOID ANY CONFLICTS. CONTACT TIM OLSON:

928.925.7102 FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE OWNER

WITH A COLOR SELECTION OF THE GUTTER AND DOWNSPOUTS PRIOR TO ORDERING PER THE

PLANS AND SPECIFICATIONS.

2. INSTALL RAIN HARVEST (O.A.E.) 4" LEAF EATERS ON EACH DOWNSPOUT WITH HOOD PER

MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL ON SHEET ON SHEET 3. CONTRACTOR

SHALL INCLUDE ALL FITTINGS AND APPURTENANCES NECESSARY FOR A COMPLETE

INSTALLATION AND CONNECTION TO THE 6" SOLID STORM DRAIN PIPE.

3. INSTALL 6" N-12 HDPE STORM DRAIN PIPE. CONTRACTOR SHALL INCLUDE ALL FITTINGS

NECESSARY FOR A SOUND CONNECTION FROM GUTTER DOWNSPOUT TO HDPE STORM DRAIN

PIPE. TRENCH PER Q.C.S.D. 200Q-1.

4. INSTALL N-12 HDPE STORM DRAIN PIPE, SIZE AND LENGTH SHOWN ON PLAN. CONTRACTOR TO

INCLUDE ALL FITTINGS, ADAPTORS & REDUCERS, AND OTHER NECESSARY APPURTENANCES

FOR A COMPLETE CONNECTION BETWEEN PIPES, INCLUDING BENDS, ANGLES SHOWN ON PLAN.

TRENCH PER Q.C.S.D. 200Q-1.

5. INSTALL 30" NYLOPLAST CATCH DRAIN BASIN WITH SOLID GRATE PER MANUFACTURER'S

RECOMMENDATIONS. FRAME AND COVER SHALL BE (H20 LOADING). CONSTRUCT 8" THICK

CONCRETE COLLAR WITH A MINIMUM 18" ON THE OUTSIDE OF THE FRAME AND COVER.

6. INSTALL COMPLETE ADS STORMTECH (30 CHAMBERS) MC-3500 CHAMBER SYSTEM (90" L X 77" W X 45" H) PER MANUFACTURER'S RECOMMENDATIONS. SEE ADS STORMTECH DETAIL ON SHEET 3.

SEE CROSS SECTION A-A & B-B FOR REFERENCE. INSTALLATION OF SYSTEM INCLUDES THE

HEADER, PIPING, CHAMBERS, ROCK MATERIAL, FABRIC AND ALL NECESSARY APPURTENANCES

FOR A COMPLETE AND FUNCTIONAL SYSTEM. SDMH #1 ON PROFILE TO BE PER STORMTECH AND

MANUFACTURER'S RECOMMENDATIONS WITH SOLID FRAME AND COVER, H20 LOADING, WITH 8"

THICK CONCRETE COLLAR WITH A MINIMUM 18" ON THE OUTSIDE OF THE FRAME AND COVER.

7. SAWCUT AND REMOVE SIDEWALK TO NEAREST CONSTRUCTION JOINT AND REPLACE IN KIND PER Q.C.S.D. 230Q.

8. PROTECT IN PLACE.

9. REMOVE AND REPLACE FENCING IN KIND AS NECESSARY.

10. CONTRACTOR TO LOCATE EXISTING STORM DRAIN TO DETERMINE CONFLICTS PRIOR TO

CONSTRUCTION.

11. CONTRACTOR TO LOCATE THE UTILITY SHOWN ON THE PLAN TO VERIFY ANY CONFLICT WITH

THE STORM DRAIN SYSTEM AND IMPROVEMENTS PRIOR TO CONSTRUCTION. ADJUSTMENTS IN

GRADES MAY BE REQUIRED. THE CONTRACTOR SHALL NOTIFY THE E.O.R. AND OWNER PRIOR

TO MAKING ANY FIELD ADJUSTMENTS.

12. REMOVE AND REPLACE DRYSTACK WALL IN KIND.

13. INSTALL 24" NYLOPLAST CATCH DRAIN BASIN WITH STANDARD GRATE PER MANUFACTURER'S

RECOMMENDATIONS. FRAME AND COVER SHALL BE (H20 LOADING). CONSTRUCT 8" THICK

CONCRETE COLLAR WITH A MINIMUM 18" ON THE OUTSIDE OF THE FRAME AND COVER.

14. CONTRACTOR TO ACQUIRE AND INSTALL TEMPORARY FENCING FOR DURATION OF PROJECT.

TEMPORARY FENCING SHOWN FOR INFORMATIONAL PURPOSES. FINAL LOCATION TO BE

DETERMINED BY THE CONTRACTOR AND TOWN FOR PUBLIC SAFETY DURING CONSTRUCTION.

AA

B B -

(TYP)

(TYP)

(TYP)

(TYP)

2 (TYP)

(TYP)

SPECIAL RAINWATER HARVESTING NOTE:

1. THE STORAGE VOLUME FOR SIZING THE STORMTECH SYSTEM WAS CALCULATED BY USING

THE AREA OF THE ROOF (63,000± SF) COVERED WITH 1" OF WATER OR APPROXIMATELY 5,250

CUBIC FEET OF WATER. USING THE ADS STORMTECH TOOLS AND AN AREA COVERING

APPROXIMATELY 81' X 23', CIVILTEC IS PROPOSING THE MC-3500 STORMTECH SYSTEM. THIS

SYSTEM WILL USE 30 OF THE MC-3500 CHAMBERS FOR A TOTAL STORAGE VOLUME OF 5,520

CUBIC FEET.

2. THE FLOW RATES USED FOR SIZING THE ROOF DRAIN PIPES WERE ESTIMATED USING THE

RATIONAL METHOD, ASSUMING A "C" FACTOR OF 1, INTENSITY i=10 (FROM NOAA ATLAS 14

POINT PRECIPITATION FREQUENCY ESTIMATE 100 YR, 5 MIN DURATION INTENSITY) AND THE

CALCULATED DRAINAGE AREA OF THE ROOF DRAINING TO EACH DOWNSPOUT.

3. TEST HOLES (T1, T2 & T3: SHOWN ON THIS PLAN) AND SOIL INVESTIGATION COMPLETED BY MILLS ENGINEERING, ON 03-20-2025 WITH SITE INVESTIGATION REPORT STAMPED BY KATHRYN

MILLS, DATED 05-07-2025. MILLS ENGINEERING DUG THREE TEST HOLES TO PERFORM AN

ANALYSIS OF THE SOIL TO DETERMINE A PERCOLATION RATE, ON MAY 7, 2025. THE TEST

HOLES WERE DUG APPROXIMATELY 150 FEET SOUTH OF THE FINAL LOCATION OF THE

STORMTECH SYSTEM SHOWN ON THE PLANS. TEST HOLE NO. 1 WAS DUG TO A DEPTH OF 40

INCHES STOPPING AT A HARD TO VERY HARD MATERIAL. TEST HOLE NO. 2 WAS DUG TO A

DEPTH OF 50 INCHES STOPPING AT A HARD TO VERY HARD MATERIAL. TEST HOLE NO. 3 WAS

DUG TO A DEPTH OF 43 INCHES STOPPING AT A HARD TO VERY HARD MATERIAL. THE SOIL

CONSISTS OF A SILTY CLAY LOAM IN ALL THREE TEST HOLES AND MILL'S ENGINEERING

PROVIDED A SOIL ABSORPTION RATE (SAR) OF 0.40 GPD/SF.

4. ETC PERFORMED TWO BORINGS AT THE SITE ON JUNE 9, 2025, INDICATED AS B1 & B2 ON THIS

PLAN. BORING LOGS ARE AVAILABLE UPON REQUEST. THE FIRST BORING WAS PERFORMED IN

THE SAME AREA OF THE MILLS EXCAVATION AND RESULTED IN AUGER REFUSAL ON ROCK OR

BOULDER AT 6.75 FEET OR APPROXIMATELY 56 INCHES IN DEPTH. THE SECOND BORING WAS

PERFORMED APPROXIMATELY 150 FEET NORTH IN THE AREA WHERE THE STORMTECH

SYSTEM IS SHOWN ON THE PLANS. ETC BORED DOWN TO A DEPTH OF 14.5 FEET AND

STOPPED. THE BORING LOG ILLUSTRATES SIMILAR MATERIAL INDICATED BY THE MILL'S

ENGINEERING REPORT IN BORING HOLE NO. 2: SANDY CLAY SOILS, HIGH PI, HIGH CLAYEY

FINES, SOME GRAVEL AND MEDIUM DENSE WHICH SHOULD RESULT IN A SIMILAR (SAR) OF 0.40

GDP/SF.

8 8

PLAN VIEW MC-3500 STORMTECH SYSTEM

ADS 24" HEADER

PIPE24" NYLOPLAST CATCH

BASIN WITH STANDARD

GRATE FOR EMERGENCY

OVERFLOW SEE PLAN

(TYP)

(TYP)

(TYP)

76' ±

81' ±

WESTERL'Y CONSTRUCTION LINE

EASTERL'Y CONSTRUCTION LINE

IMPROVEMENT PLAN

RP29

RP29

RAINWATER HARVESTING PROJECT

DOWNSPOUTS TO OUTLET

TO TOP OF RESTROOM ROOF

PER MANUFACTURER'S RECOMMENDATIONS.

NO LEAF EATERS REQUIRED FOR THESE DOWNSPOUTS.

T3

T2 T1

B1

B2

24" N-12 HDPE

STORM DRAIN PIPE

(TYP)4 (TYP)4

(TYP)4

(TYP)

30" CATCH BASIN

10401 E. STATE ROUTE 89A - FAIRGROUNDS RE-IMAGINE PROJECT

ACCESS ROADWAY FOR CONSTRUCTION

NOT TO SCALE

PROJECT

LOCATION

N. COUNTRY

FAIR TRAIL

SERVICE DRIVEWAY

DO NOT USE

CONTRACTOR TO USE

SOUTHERLY ROADWAY

FOR ACCESS TO PROJECT

NACKARD-PRESCOTT, LLC

FAIRGROUNDS Rv LLC

FAIRGROUNDS Rv LLC

PROFILE SCALES: HORZ: 1"=20', VERT: 1"=10'

CROSS SECTION A-A

50+00 50+50 51+00 51+50

EX. GROUND

AND FINISHED GRADE

ABOVE STORMTECH SYSTEM

(30") E15 & HEADER

CATCH BASINS SEE

PLAN.

MC-3500 STORMTECH

SYSTEM PER ADS O.A.E.

" M

IN

24" NYLOPLAST RISER WITH

12" HEADER PIPE FOR EMERGENCY

OVERFLOW WITH STANDARD H-20

RATED GRATE

TO

P

OF

S

TO

NE

IN

V.

C

HA

MB

ER

+1 6.5

.40

TO

P

OF

S

TO

NE

+7

9.0 0 50

.20

TO

P

OF

C

HA

MB

ER

+9 4.1

.18

PROFILE SCALES: HORZ: 1"=20', VERT: 1"=10'

CROSS SECTION B-B

60+00 60+50 61+00

28.40 LF 24" HDPE @ 1.06%

ST

A:

+3

8.6

RI

M:

.53

.40

IN

V.

IN

(N

.40

IN

V.

IN

(E

MA

NH

OL

E

AT

H

EA

DE

R

MC-3500 STORMTECH

SYSTEM PER ADS O.A.E.

EX. GROUND

AND FINISHED GRADE

ABOVE STORMTECH SYSTEM

PROPOSED RAIN

GUTTER DOWNSPOUT

ST

A:

+1

0.1

RI

M:

.82

.80

IN

V.

IN

(S

.80

IN

V.

IN

(N

.00

IN

V.

IN

(E

.70

IN

V.

O

UT

(W

E1

26.26 LF 6" HDPE @ 19.04%

DOWNSPOUT AND SOLID

DRAIN CONNECTION PER

MANUFACTURER'S RECOMMENDATION

EX. FAIRGROUNDS RE-IMAGINE BUILDING

" M

IN

9" M

IN

12" MIN.

SHEETJN:DE:

THE CONTRACTOR IS REQUIRED TO TAKE

DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN AND

ANY OTHER LINES NOT OF RECORD OR NOT

SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR

NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT

(1-800-782-5348) TWO WORKING DAYS PRIOR

TO ANY EXCAVATION OR CONSTRUCTION.

NOTICE TO CONTRACTORS:

No. REVISION: APP.DATE:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

ITEMS ARE NOT TO SCALE

1/20 1

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

CH: DR:

X:

\20

\20

8.0 0-

T of

PV

-R ain wa ter H ar ve sti ng

\D W

G\ Sh ee ts\

Im pr ov em en t P lan s\W he elh ou se

-R W

H- Im pr ov em en t P lan s.d wg

| 1 0/3

0/2

5 1 1:2

7 A M

OF3

2054 N. Willow Creek Rd.

Prescott, AZ 86301 Phone: 928.771.2376 Fax: 928.771.2377 Web: www.civiltec.com

CALL AT LEAST TWO FULL WORKING DAYS

BEFORE YOU BEGIN EXCAVATION

DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348)

MARICOPA COUNTY: (602) 659-7500

TOWN OF PRESCOTT VALLEY, ARIZONA

RJB 2024728.00 4BWT RJB

10 - 31-

.A.S.U,ANOZIRA

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45668

BENJAMIN W.

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TOWNSEND

SECTION B-B TYPICAL RECHARGER

CHAMBER CROSS SECTION (PARTIAL VIEW)

NOT TO SCALE

CROSS SECTION B-B NOTES:

1. BACKFILL MATERIAL COVER AND DEPTH TO BE PER THE MANUFACTURER'S RECOMMENDATIONS.

SEE MANUFACTURER'S RECOMMENDATIONS FOR INITIAL FILL OVER LAYER OF EMBEDMENT

STONE AND FABRIC.

2. EMBEDMENT STONE AROUND CHAMBERS PER MANUFACTURER'S RECOMMENDATIONS. CLEAN,

CRUSHED STONE OR RECYCLED CONCRETE PER AASHTO M43: 3, 357, 4, 467, 5, 56, 57. DEPTH TO

BE 9" BELOW BOTTOM OF INFILTRATION CHAMBERS PLUS PERFORATED SIDES FOR LATERAL

ABSORPTION CAPACITY AND 12" ABOVE CHAMBERS.

3. SUBGRADE SOILS BELOW EMBEDMENT STONE AND FABRIC. CONTRACTOR SHALL PROVIDE A

FLAT SURFACE BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.

4. ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED STONE IN

LAYERS BELOW AND ABOVE CHAMBERS.

FINISHED GRADE

PER PLANADS STORMTECH, 30 CHAMBERS, MC-3500

SYSTEM 90" W X 77" L X 45" H (TYP).

9"

6"

12"12"

" M

IN

77"

CROSS SECTIONS

RAINWATER HARVESTING PROJECT

4" OUTLET PIPE PER MANUFACTURER'S

RECOMMENDATION

4" 90° BEND, TYP.

4" TEE

4" X 6" REDUCER

6" SOLID WALL STORM DRAIN

PIPE

FLOW

EX. GROUND

TIES OR STRAPS TO BUILDING TO

HOLD PIPING AND DOWNSPOUT IN

PLACE, PER MANUFACTURER'S

RECOMMENDATIONS. (TYP)

4" X 6" REDUCER

90° BEND AND TEE

RAIN HARVEST LEAFEATER

WITH HOOD O.A.E.

RAIN HARVEST LEAFEATER

WITH HOOD O.A.E. INCLUDE ALL

FITTINGS AND ADAPTORS FOR A COMPLETE

CONNECTION TO FITTINGS BELOW.

DOWNSPOUT FROM ROOF

PER ARIZONA SEAMLESS GUTTERS, O.A.E.

EX. BUILDING, PROTECT IN PLACE

TIES OR STRAPS TO BUILDING TO

HOLD PIPING AND DOWNSPOUT IN

PLACE, PER MANUFACTURER'S

RECOMMENDATIONS. (TYP)

TYPICAL DOUBLE DOWNSPOUT AND LEAFEATER DETAIL

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

FRONT VIEW

NOT TO SCALE

EX. GROUND

6" SOLID DRAIN PIPE

4" 90° BEND

4" 90° BEND

6" N-12 HDPE

STORM DRAIN PIPE

AS SHOWN ON PLAN

4'

MI

N.

DOWNSPOUT FROM ROOF

PER ARIZONA SEAMLESS GUTTERS, O.A.E.

DE

PT

H

PE

R

PL

AN

SINGLE DOWNSPOUT NOTE:

CONTRACTOR TO MODIFY DETAIL FOR THE SINGLE

DOWNSPOUTS PER THE ARIZONA SEAMLESS GUTTER O.A.E.

ROOF GUTTERS.

10401 E. STATE ROUTE 89A - FAIRGROUNDS RE-IMAGINE PROJECT

SHEETJN:DE:

THE CONTRACTOR IS REQUIRED TO TAKE

DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN AND

ANY OTHER LINES NOT OF RECORD OR NOT

SHOWN ON THESE PLANS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR

NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT

(1-800-782-5348) TWO WORKING DAYS PRIOR

TO ANY EXCAVATION OR CONSTRUCTION.

NOTICE TO CONTRACTORS:

No. REVISION: APP.DATE:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

ITEMS ARE NOT TO SCALE

1/20 1

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

CH: DR:

X:

\20

\20

8.0 0-

T of

PV

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| 1 0/3

0/2

5 1 1:2

7 A M

OF4

2054 N. Willow Creek Rd.

Prescott, AZ 86301 Phone: 928.771.2376 Fax: 928.771.2377 Web: www.civiltec.com

CALL AT LEAST TWO FULL WORKING DAYS

BEFORE YOU BEGIN EXCAVATION

DIAL 8-1-1 OR 1-800-STAKE-IT (782-5348)

MARICOPA COUNTY: (602) 659-7500

TOWN OF PRESCOTT VALLEY, ARIZONA

RJB 2024728.00 4BWT RJB

10 - 31-

.A.S.U,ANOZIRA

)L I V

I C(

RE

ENIGNELANOISSEFORP

DERETSI G E R

NO

i a t e s

D deng

F

CERTI TACI

45668

BENJAMIN W.

E

TOWNSEND

DETAILS

RAINWATER HARVESTING PROJECT

10401 E. STATE ROUTE 89A - FAIRGROUNDS RE-IMAGINE PROJECT