2-20251031-RWH-Civic Center Projects-FINALPLANS.pdf

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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 5

California ● Arizona

Civil, Water, Wastewater, Drainage, and Transportation Engineering

Construction Management ● Surveying

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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

VICINITY MAP

NO SCALE

PROJECT

LOCATION

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FAIN ROAD

ROBERT ROAD

GLASSFORD

HILL ROAD

LAKESHORE DRIVE

NAVAJO DRIVE

VIEWPOINT

DRIVE

LONG LOOK

DRIVE

LAKE VALLEY

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SKOOG

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BENJAMIN W.

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TOWNSEND

FLOOD ZONE NOTE

ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM,

FLOOD INSURANCE RATE MAP (FIRM) NUMBER 04025C2077H

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

7501 E. SKOOG BLVD - TOWN CIVIC CENTER: LIBRARY AND POLICE BUILDING

CIP No: CW2511 SECTION 14, TOWNSHIP 14N, RANGE 01W, GILA AND SALT RIVER MERIDIAN - YAVAPAI COUNTY

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, RP40

N=1308049.756012 E=574417.418127

EL=5111.700

TOPO, CONTOURS AND PARCEL DATA PROVIDED BY

YAVAPAI COUNTY GIS.

RAINWATER HARVESTING PROJECT

COVER SHEET

7501 E. SKOOG BLVD - LIBRARY & POLICE BUILDINGS

BENCHMARK MAP

NO SCALE

LIBRARY BUILDING STORMTECH

SYSTEM & IMPROVEMENTS

POLICE BUILDING STORMTECH

SYSTEM & IMPROVEMENTS

LOCATION

RP40 SHOWN FOR REFERENCE

CIVIC CENTER

SHEET INDEX

SHEET NO. TITLE

1 COVER

2 TOPV-LIBRARY BUILDING

3 TOPV-POLICE BUILDING

4 CROSS SECTIONS

5 DETAILS

APPROVED: UTILITIES DIRECTOR

NEIL WADSWORTH, P.E.

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N=1308084.63 E=574358.84

N=1308100.02 E=574359.64

N=1308103.40 E=574294.36

N=1308088.01 E=574293.56

TOWN LIBRARY

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:

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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

TOWN OF PRESCOTT VALLEY, ARIZONA

RJB 2024728.00 5BWT RJB

TOPV - LIBRARY BUILDING

PARKS AND REC

CIVIC CENTER

APN: 103-02-708H

TOWN OF PRESCOTT VALLEY

E LAKESHORE DRIVE

APN: 800-12-012E

TOWN OF PRESCOTT VALLEY

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

GENERAL NOTES:

1. ALL EXISTING LANDSCAPE ROCK AND RIP RAP SHALL BE REMOVED AND STORED ON SITE

PRIOR TO CONSTRUCTION. LANDSCAPE ROCK AND RIP RAP SHALL BE REPLACED/REUSED IN

KIND.

2. UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL EXISTING

UTILITIES IN THE AREA PRIOR TO GRADING TO DETERMINE ANY CONFLICTS.

3. EXISTING IRRIGATION HAS NOT BEEN LOCATED. CONTRACTOR SHALL COORDINATE WITH THE

PARKS AND RECREATION STAFF TO LOCATE ALL EXISTING IRRIGATION, REMOVE AND REPLACE

IN KIND AS NECESSARY.

4. THE CONTRACTOR SHALL VERIFY ALL CONSTRUCTION, PIPING, FITTINGS, FILTER FABRIC, ROCK MATERIAL AND ALL APPURTENANCES REQUIRED FOR A COMPLETE CONSTRUCTION OF

THE STORMTECH SYSTEM.

5. ACCESS TO THIS PROJECT SHALL BE FROM THE PARKING LOT TO THE WEST OF THE BUILDING.

THE CONTRACTOR SHALL COORDINATE WITH THE TOWN FOR STAGING OF ALL MATERIALS AND

USE OF PARKING AREA DURING CONSTRUCTION FOR STAGING. THE ENTIRE CONSTRUCTION

SITE, INCLUDING THE STORAGE AREA, SHALL BE FENCED OFF FROM THE PUBLIC WITH

TEMPORARY FENCING. ANY SIDEWALKS THAT ARE BLOCKED FROM PEDESTRIAN USE MAY

REQUIRE SIGNAGE OR DETOUR ROUTES AND SHALL BE PROVIDED BY THE CONTRACTOR AT

HIS EXPENSE.

6. ANY ADDITIONAL SIDEWALK, PAVEMENT OR CONCRETE DAMAGED DURING THE

CONSTRUCTION OF THIS PROJECT, THAT IS NOT NOTED ON THE PLANS, WILL BE REPLACED IN

KIND BY THE CONTRACTOR AT HIS EXPENSE.

CONSTRUCTION NOTES:

1. REMOVE RIP RAP FOR CONSTRUCTION OF STORMTECH SYSTEM. AFTER THE COMPLETION OF

THE STORMTECH SYSTEM CONTRACTOR TO REGRADE DETENTION BASIN AS SHOWN THE PLAN

AND REPLACE RIP RAP IN KIND WITH NEW GEOSYNTHETIC FABRIC. ADDITIONAL RIP RAP MAY BE

REQUIRED.

2. REMOVE ALL LANDSCAPE ROCK PRIOR TO FINAL GRADING AND REPLACE IN KIND WITH NEW

GEOSYNTHETIC FABRIC.

3. GRADE AREA AS SHOWN ON PLAN TO DRAIN TO DETENTION POND.

4. INSTALL COMPLETE ADS STORMTECH SC-800, 24 CHAMBERS, CHAMBER SYSTEM (85.4" L X 51" W

X 33" H) PER MANUFACTURER'S RECOMMENDATIONS. SEE ADS STORMTECH DETAIL SHEET ON

SHEET 5 AND CROSS SECTION A-A & B-B ON SHEET 4 FOR REFERENCE. INSTALLATION OF

SYSTEM INCLUDES THE 12" HEADER, PIPING, CHAMBERS, ROCK MATERIAL, FABRIC AND ALL

NECESSARY APPURTENANCES FOR A COMPLETE AND FUNCTIONAL SYSTEM.

5. PROTECT IN PLACE.

6. THE CONTRACTOR SHALL REMOVE AND REPLACE/RELOCATE PLANTS AS NECESSARY TO

CONSTRUCT THE NEW STORMTECH SYSTEM AND TO COMPLETE ALL FINAL GRADING WITHIN THE

PROJECT AREA. THE CONTRACTOR SHALL COORDINATE WITH THE PARKS AND RECREATION

STAFF FOR ALL PLANTS AND IRRIGATION TO BE REPLACED. ALL IRRIGATION WILL BE REPLACED

IN KIND BY THE CONTRACTOR PER THE PLANS AND SPECIFICATIONS.

7. PROTECT STORM DRAIN BASIN AND LID IN PLACE. ADJUST TO FINISHED GRADE AFTER GRADING.

8. CONTRACTOR TO LOCATE THE EXISTING IRRIGATION SYSTEM PRIOR TO CONSTRUCTION AND

PRESERVE AND PROTECT IN PLACE. REPLACE IN KIND ALL DISTURBED IRRIGATION AS

NECESSARY.

9. 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.

10. INSTALL 24 INCH NYLOPLAST CATCH BASIN WITH DOME GRATE ON THE MIDDLE OF THE HEADER

PIPING.

19. SAWCUT AND REMOVE SIDEWALK AND/OR CURB AND GUTTER TO NEAREST CONSTRUCTION

JOINT AND REPLACE IN KIND PER Q.C.S.D. 222Q & Q.C.S.D 230 ON SHEET 5. LENGTH AND AREA

SHOWN ON PLANS IS APPROXIMATE AND MAY BE ADJUSTED IN THE FIELD.

GRADE FLOW LINE

AS SHOWN ON PLAN

APN: 103-02-730G

TOWN OF PRESCOTT VALLEY

19 AA

B B -

SPECIAL RAINWATER HARVESTING NOTE:

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

THE AREA OF THE ROOF "HIGHLIGHTED" (24,000± SF) COVERED WITH 1" OF WATER OR

APPROXIMATELY 1,970 CUBIC FEET OF WATER. USING THE ADS STORMTECH TOOLS AND AN

AREA COVERING APPX. 15' X 60', CIVILTEC IS PROPOSING THE SC-800 STORMTECH SYSTEM.

THIS SYSTEM WILL USE 24 OF THE SC-800 CHAMBERS FOR A TOTAL STORAGE VOLUME OF

1,970± CUBIC FEET.

2. ETC PERFORMED TWO BORINGS AT THE SITE ON SEPTEMBER 2, 2025 AND A REPORT DATED

AND STAMPED SEPTEMBER 24, 2025. THE FIRST BORING WAS DRILLED NEAR THE SOUTHEAST

CORNER OF THE LIBRARY AND WAS DRILLED TO A DEPTH OF 9.5 FEET. THE SECOND BORING

WAS DRILLED NEAR THE SOUTHWEST OF THE POLICE DEPARTMENT BUILDING, JUST NORTH

OF THE SIDEWALK ON THE NORTHERN SIDE OF E. LAKESHORE DRIVE. THE SECOND BORING

WAS DRILLED TO A DEPTH OF 5.5 FEET. THE TWO BORINGS GENERALLY ENCOUNTERED 1 14 TO

1.5 FEET OF MISED CLAY FILL, UNDERLAIN BY HIGH PLASTICITY, LOW PERMEABILITY, FAT CLAY (UNIFIED SOIL CLASSIFICATION: SANDY CLAY, CH). AT DEPTHS OF 2 TO 2.5 FEET DEEP THE

BORINGS ENCOUNTERED DENSE TO VERY DENSE GRAVELLY MATERIAL. THIS MATERIAL IS

DESCRIBED AS MEDIUM TO HIGH PLASTICITY CLAYEY GRAVEL WITH SAND (GC). THE

GRAVELLY MATERIAL CONTAINS VERYING AMOUNTS OF COBBLES AND OCCASIONAL

BOULDERS. THE PLASTICITY INDEX OF THE CLAYEY GRAVEL IS MUCH LESS BELOW DEPTHS OF

5.5 TO 6.5 FEET. BORING 1 SHOWED A PERCOLATION RATE OF 90 MPI OR 0.67 IN/HR AT 2.5 TO

6.5 FEET AND 50 MPI OR 1.2 IN/HR AT 6.5 FEET AND DEEPER. BORING 2 SHOWED A

PERCOLATION RATE OF 90 MPI OR 0.67 IN/HR AT 2 TO 5.5 FEET AND 50 MPI OR 1.2 IN/HR AT 5.5

FEET AND MORE.

SHADED AREA REPRESENT

THE APPX. AREA FLOWING TO

THE SOUTH OF THE BUILDING

APPX. LOCATION OF BORING NO. 1

PER ETC REPORT DATED SEPTEMBER 24, 2025

8 8

EXISTING

PARKING LOT

SCALE: 1"=

20' 10"

20'

20' 40'

APPX. LIMIT OF LANDSCAPE

ROCK REMOVAL.

APPX. LIMIT OF LANDSCAPE

ROCK REMOVAL.

APPX. LIMIT OF RIP RAP

APPX. LIMIT OF RIP RAPAPPX. LOCATION

RAINWATER HARVESTING PROJECT

7501 E. SKOOG BLVD - LIBRARY & POLICE BUILDINGS

ACCESS ROUTE NOTE:

THE ACCESS ROUTE SHOWN ON THIS PLAN IS FOR INFORMATIONAL PURPOSES

ONLY. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO

HIS BID TO DETERMINE THE BEST ACCESS ROUTE TO THE PROJECT THAT LIMITS

THE AMOUNT OF DAMAGE / REPLACEMENT OF THE EXISTING SOD, CONCRETE,

PLANTS AND LANDSCAPING. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE

TOWN TO BE APPROVED PRIOR TO CONSTRUCTION FOR ACCESS TO THE

CONSTRUCTION SITE. THE PLAN MAY BE MODIFIED PENDING CHANGES IN

CONSTRUCTION OR WEATHER WITH THE APPROVAL OF THE TOWN. TEMPORARY

LANE CLOSURES ALONG LAKESHORE MAY BE AVAILABLE TO THE CONTRACTOR

BUT WILL BE LIMITED. ALL USE OF LAKESHORE DRIVE FOR ACCESS, DELIVERY OF

MATERIALS, ETC SHALL BE COORDINATED WITH THE TOWN AND APPROVED IN

WRITING.

CONSTRUCTION STAGING NOTE:

THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE TOWN WITH A

STAGING PLAN FOR MATERIALS AND ACCESS TO THE PROJECT SITES

PRIOR TO CONSTRUCTION PER THE SPECIAL PROVISIONS. THE

STAGING AREA SHALL BE COMPLETELY FENCED AND SIGNED. ANY

SIDEWALKS OR PEDESTRIAN PATHWAYS THAT MAY BE BLOCKED DUE

TO ACCESS OR STAGING, SHALL REQUIRE SIGNAGE. PARKING BY THE

CONTRACTOR'S EMPLOYEES AND SUBCONTRACTOR'S SHALL BE

LIMITED TO THE STAGING AREA OR OTHER AREA DETERMINED BY THE

CONTRACTOR AND TOWN STAFF PRIOR TO CONSTRUCTION, AS NOT TO

AFFECT THE USE OF THE BUILDINGS BY THE PUBLIC OR TOWN STAFF.

65'±

.5'

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11'

SE CORNER

N=1308150.16 E=574840.53

SW CORNER

N=1308150.16 E=574791.79

NW CORNER

N=1308176.44 E=574840.53

CENTER NW MANHOLE

N=1308173.50 E=574790.81

SD

IRR IRR IRR

IRR IRR IRR IRR

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\T

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V-

Ci vic

C en ter -R

W H

Im pr ov em en t P lan s.d wg | 1

0/3 0/2

5 1

1:3 5 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

APN: 103-02-724

TOWN OF PRESCOTT VALLEY

SCALE: 1"=

20' 10"

20'

20' 40'

POLICE BUILDING

TOWN OF PRESCOTT VALLEY, ARIZONA

RJB 2024728.00 5BWT RJB

TOPV - POLICE BUILDING

APN: 103-02-708N

TOWN OF PRESCOTT VALLEY

APN: 103-02-708H

TOWN OF PRESCOTT VALLEY

E LAKESHORE DRIVE APN: 800-12-012R

TOWN OF PRESCOTT VALLEY

APN: 103-02-708Y

TOWN OF PRESCOTT VALLEY

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

APPX. LOCATION OF BORING NO. 2

PER ETC REPORT DATED SEPTEMBER 24, 2025

GENERAL NOTES:

30. ALL EXISTING GRASS TO BE DISTURBED IN THE AREA OF THE STORM TECH SYSTEM SHALL BE

REMOVED PRIOR TO CONSTRUCTION. ALL SOD WITHIN THE ACCESS ROUTE WILL BE REMOVED

AND REPLACED IN KIND AS SHOWN ON THE PLANS. ANY AREAS DISTURBED OUTSIDE WHAT IS

SHOWN ON THE PLANS WILL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

31. UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL EXISTING

UTILITIES IN THE AREA PRIOR TO CONSTRUCTION TO DETERMINE ANY CONFLICTS. ALL

CONFLICTS WILL BE BROUGHT TO THE TOWN'S AND ENGINEER'S ATTENTION PRIOR TO

CONSTRUCTION TO PROVIDE AN AGREED UPON SOLUTION.

32. EXISTING IRRIGATION HAS NOT BEEN LOCATED. THE CONTRACTOR SHALL COORDINATE WITH

THE TOWN'S PARKS AND RECREATION STAFF TO LOCATE ALL THE EXISTING IRRIGATION THAT

MAY BE AFFECTED BY THE CONSTRUCTION OF THE STORMTECH SYSTEM. THIS INCLUDES THE

ACCESS ROUTE SHOWN ON THE PLANS.

33. THE CONTRACTOR SHALL VERIFY ALL CONSTRUCTION, PIPING, FITTINGS, FILTER FABRIC, ROCK MATERIAL AND ALL APPURTENANCES REQUIRED FOR A COMPLETE CONSTRUCTION OF

THE STORMTECH SYSTEM.

34. ANY ADDITIONAL SIDEWALK, PAVEMENT OR CONCRETE DAMAGED DURING THE

CONSTRUCTION OF THIS PROJECT, THAT IS NOT NOTED ON THE PLANS, WILL BE REPLACED IN

KIND BY THE CONTRACTOR AT HIS EXPENSE.

CONSTRUCTION NOTES:

5. PROTECT IN PLACE.

9. 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.

15. INSTALL COMPLETE ADS STORMTECH, 36 CHAMBERS, SC-800 CHAMBER SYSTEM (85.4" L X 51" W

X 33" H) PER MANUFACTURER'S RECOMMENDATIONS. SEE ADS STORMTECH DETAIL ON SHEET 5

AND THE CROSS SECTIONS C-C & D-D AND SHEET 4 FOR REFERENCE. INSTALLATION OF SYSTEM INCLUDES THE 12" HEADER, PIPING, CHAMBERS, ROCK MATERIAL, FABRIC AND ALL NECESSARY

APPURTENANCES FOR A COMPLETE AND FUNCTIONAL SYSTEM. PROTECT EXISTING 12 INCH

STORM DRAIN PIPE AND CUT AS NEED TO FIT INTO NEW NYLOPLAST MANHOLE OF UPSTREAM

SIDE OF STORMTECH SYSTEM PER THE MANUFACTURER'S RECOMMENDATIONS.

16. CONTRACTOR TO COORDINATE WITH THE PARKS AND RECREATION DEPARTMENT TO CUT,

REMOVE AND TEMPORARY CAP ALL EXPOSED IRRIGATION LINES TO PREVENT DEBRIS AND

OTHER MATERIAL MIGRATING INSIDE OF THE PIPE.

17. CONTRACTOR TO PRESERVE AND/OR REPLACE ALL IRRIGATION WITH NEW PIPING, SAME SIZE AND TYPE. THE TOWN SHALL INSPECT THE ENTIRE IRRIGATION SYSTEM INCLUDING A TEST FOR LEAKS PRIOR TO BURIAL. ANY PIPE BURIED PRIOR TO TOWN INSPECTION WILL BE EXPOSED AT

THE CONTRACTOR'S EXPENSE. SPRINKLER HEADS CAN BE RE-USED AS LONG AS THEY ARE

KEPT IN GOOD WORKING ORDER AND CLEAN OF ALL DEBRIS. ANY SPRINKLER HEADS THAT ARE

DAMAGED DURING CONSTRUCTION, WILL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

18. CONTRACTOR TO PREPARE ALL DISTURBED AREAS AFFECTED BY THE CONSTRUCTION AND

REPLACE WITH NEW TURF (SOD) PER MAG 795 AND TOWN OF PRESCOTT VALLEY

SPECIFICATIONS. ALL SOD SHALL BE KENTUCKY BLUEGRASS FROM NORTHLAND TURF. NO

OTHER SUBMITTALS FOR TURF (SOD) OR SEEDING WILL BE ACCEPTED BY THE TOWN. ALL NEW

SOD SHALL MATCH EXISTING GRADES AND CUTS AS SPECIFIED IN THE PLAN SPECIFICATIONS

AND SPECIAL PROVISIONS.

19. SAWCUT AND REMOVE SIDEWALK AND/OR CURB AND GUTTER TO NEAREST CONSTRUCTION

JOINT AND REPLACE IN KIND PER Q.C.S.D. 230Q AND Q.C.S.D. 230 ON SHEET 5. AREA SHOWN ON

PLANS IS APPROXIMATE AND MAY NEED TO BE ADJUSTED IN THE FIELD.

20. SEE ACCESS ROUTE NOTE ON THIS SHEET.

21. INSTALL NEW 24" NYLOPLAST CATCH BASIN 10' TO THE EAST ALONG THE EXISTING STORM DRAIN

PIPE. CUT AND INSTALL EXISTING STORM PIPE TO NEW CATCH BASIN. CONTRACTOR TO VERIFY THE INVERT OF THE EXISTING STORM DRAIN PIPE PRIOR TO ORDERING. RIM AND GRATE SHALL BE CIRCULAR (SOLID) AND FLUSH TO THE SOD GRADE. INSTALL NEW 12" ND-12 HDPE PIPE TO THE STORMTECH SYSTEM. INSTALL APPX. 11 FOOT OF NEW 12" HDPE STORM DRAIN PIPE TO THE

HEADER CATCH BASIN.

22. INSTALL NEW 24" NYLOPLAST CATCH BASIN AS AN EMERGENCY OVERFLOW WITH APPX. 5' OF 12"

HDPE STORM DRAIN PIPE FROM STORM TECH SYSTEM. RIM AND GRATE SHALL BE CIRCULAR

(STANDARD) AND FLUSH TO THE SOD GRADE.

23. INSTALL NEW 24" NYLOPLAST CATCH BASIN AT HEADER PIPE WITH SOLID GRATE PER

MANUFACTURER'S RECOMMENDATIONS.

SPECIAL RAINWATER HARVESTING NOTE:

1. THE STORAGE VOLUME FOR SIZING THE STORMTECH SYSTEM FROM THE

LIBRARY AND PARKS AND REC BUILDING WAS CALCULATED BY USING THE

AREA OF THE ROOF "HIGHLIGHTED" (35,800± SF) COVERED WITH 1" OF WATER

OR APPROXIMATELY 2,983 CUBIC FEET OF WATER. USING THE ADS

STORMTECH TOOLS AND AN AREA COVERING APPX. 27'± X 49'±, CIVILTEC IS

PROPOSING THE SC-800 STORMTECH SYSTEM. THIS SYSTEM WILL USE 36 OF

THE SC-800 CHAMBERS FOR A TOTAL STORAGE VOLUME OF 2,998± CUBIC FEET.

2. ETC PERFORMED TWO BORINGS AT THE SITE ON SEPTEMBER 2, 2025 AND A

REPORT DATED AND STAMPED SEPTEMBER 24, 2025. THE FIRST BORING WAS

DRILLED NEAR THE SOUTHEAST CORNER OF THE LIBRARY AND WAS DRILLED

TO A DEPTH OF 9.5 FEET. THE SECOND BORING WAS DRILLED NEAR THE

SOUTHWEST OF THE POLICE DEPARTMENT BUILDING, JUST NORTH OF THE

SIDEWALK ON THE NORTHERN SIDE OF E. LAKESHORE DRIVE. THE SECOND

BORING WAS DRILLED TO A DEPTH OF 5.5 FEET. THE TWO BORINGS

GENERALLY ENCOUNTERED 1 14 TO 1.5 FEET OF MISED CLAY FILL, UNDERLAIN

BY HIGH PLASTICITY, LOW PERMEABILITY, FAT CLAY (UNIFIED SOIL

CLASSIFICATION: SANDY CLAY, CH). AT DEPTHS OF 2 TO 2.5 FEET DEEP THE

BORINGS ENCOUNTERED DENSE TO VERY DENSE GRAVELLY MATERIAL. THIS

MATERIAL IS DESCRIBED AS MEDIUM TO HIGH PLASTICITY CLAYEY GRAVEL

WITH SAND (GC). THE GRAVELLY MATERIAL CONTAINS VERYING AMOUNTS OF

COBBLES AND OCCASIONAL BOULDERS. THE PLASTICITY INDEX OF THE

CLAYEY GRAVEL IS MUCH LESS BELOW DEPTHS OF 5.5 TO 6.5 FEET. BORING 1

SHOWED A PERCOLATION RATE OF 90 mpi OR 0.67 in/hr AT 2.5 TO 6.5 FEET AND 50 mpi OR 1.2 in/hr AT 6.5 FEET AND DEEPER. BORING 2 SHOWED A PERCOLATION RATE OF 90 mpi OR 0.67 in/hr AT 2 TO 5.5 FEET AND 50 mpi OR 1.2 in/hr AT 5.5 FEET AND MORE.

105'±

POLICE BUILDING

PARKING LOT

D D -

CC

49'±3'±

RAINWATER HARVESTING PROJECT

7501 E. SKOOG BLVD - LIBRARY & POLICE BUILDINGS

ACCESS ROUTE NOTE:

THE ACCESS ROUTE SHOWN ON THIS PLAN IS FOR INFORMATIONAL PURPOSES

ONLY. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO

HIS BID TO DETERMINE THE BEST ACCESS ROUTE TO THE PROJECT THAT LIMITS

THE AMOUNT OF DAMAGE / REPLACEMENT OF THE EXISTING SOD, CONCRETE,

PLANTS AND LANDSCAPING. THE CONTRACTOR SHALL PROVIDE A PLAN TO THE

TOWN TO BE APPROVED PRIOR TO CONSTRUCTION FOR ACCESS TO THE

CONSTRUCTION SITE. THE PLAN MAY BE MODIFIED PENDING CHANGES IN

CONSTRUCTION OR WEATHER WITH THE APPROVAL OF THE TOWN. TEMPORARY

LANE CLOSURES ALONG LAKESHORE MAY BE AVAILABLE TO THE CONTRACTOR

BUT WILL BE LIMITED. ALL USE OF LAKESHORE DRIVE FOR ACCESS, DELIVERY OF

MATERIALS, ETC SHALL BE COORDINATED WITH THE TOWN AND APPROVED IN

WRITING PRIOR TO USE PER THE PLANS AND SPECIFICATIONS.

STEEL PLATING OVER WATER MAINS OR OTHER AREAS ALONG THE ACCESS

ROUTE MAY BE REQUIRED BY THE CONTRACTOR PER THE TOWN'S DIRECTIVE.

10'

20'

.19

.19

CONSTRUCTION STAGING NOTE: THE CONTRACTOR WILL BE REQUIRED

TO PROVIDE THE TOWN WITH A STAGING PLAN FOR MATERIALS AND

ACCESS TO THE PROJECT SITES PRIOR TO CONSTRUCTION PER THE

SPECIAL PROVISIONS. THE STAGING AREA SHALL BE COMPLETELY

FENCED AND SIGNED. ANY SIDEWALKS OR PEDESTRIAN PATHWAYS

THAT MAY BE BLOCKED DUE TO ACCESS OR STAGING, SHALL REQUIRE

SIGNAGE. PARKING BY THE CONTRACTOR'S EMPLOYEES AND

SUBCONTRACTOR'S SHALL BE LIMITED TO THE STAGING AREA OR

OTHER AREA DETERMINED BY THE CONTRACTOR AND TOWN STAFF

PRIOR TO CONSTRUCTION, AS NOT TO AFFECT THE USE OF THE

BUILDINGS BY THE PUBLIC OR TOWN STAFF.

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

SECTION A-A

10+00 10+50 11+00 11+50

EX. AND FINISHED

GRADE

EX. GROUND

STORMTECH

SYSTEM PER ADS

FINISHED

GRADE

+2

7.0

.00 R

IM

.00

IN

V.

(E

.00

IN

V.

O

UT

(N

.00

IN

V.

O

UT

(S

AD

S

MA

NH

OL

E

" M

IN

EX. HEADWALL &

STORM PIPE

TO

P

OF

R

OC

K

IN

V.

C

HA

MB

ER

+6

0.0

.00

TO

P

OF

R

OC

K

+6

0.0 0 51

.25

TO

P

OF

C

HA

MB

ER

+7 0.0

.75

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

SECTION B-B

20+00 20+50 21+00

STORMTECH

SYSTEM PER ADS

EX. AND FINISHED

GRADE

EX. GROUND

" M

IN

TO

P

OF

C

HA

MB

ER

+5 4.5

.75

+4

7.2

.00

TO

P

OF

R

OC

K

+5

7.6 2 51

.25

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

SECTION C-C

30+00 30+50 31+00

EX. AND FINISHED GRADE

+8

4.7

.93 R

IM

.40

IN

V.

(N E)

.50

IN

V.

O

UT

(W

AD

S M

AN

HO

LE

EX. STORM

DRAIN PIPE

STORMTECH

SYSTEM

PER ADS

ADS MANHOLE

FOR EMERGENCY

OVERFLOW

" M

IN

12" HDPE Pipe @ 9.63%

TO

P

OF

R

OC

K

IN

V.

C

HA

MB

ER

+7

2.3

.50

TO

P

OF

R

OC

K

+5

0.0 0 50

.75

.56 R

IM

.50

IN

V.

(E

.50

IN

V.

(S

.50

IN

V.

(N

.50

IN

V.

(W

HE

AD

ER

M

AN

HO

LE

TO

P

OF

R

OC

K

+3

9.1 8 50

.26

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

SECTION D-D

40+00 40+50 41+00

STORMTECH

SYSTEM

PER ADS

EX. AND FINISHED

GRADE

ADS MANHOLE

FOR EMERGENCY

OVERFLOW

TO

P

OF

R

OC

K

+5

8.3 7 50

.75

+4

6.3

.26

TO

P

OF

R

OC

K

IN

V.

C

HA

MB

ER

+5 3.1

.50

TO

P

OF

C

HA

MB

ER

+5 5.3

.26

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\T

OP

V-

Ci vic

C en ter -R

W H

Im pr ov em en t P lan s.d wg | 1

0/3 0/2

5 1

1:3 6 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 5BWT RJB

CROSS SECTIONS

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

TYPICAL CHAMBER CROSS SECTION (PARTIAL VIEW)

NOT TO SCALE

FINISHED GRADE

PER PLANADS STORMTECH CHAMBER SYSTEM SC-800

CHAMBER SYSTEM (85.4" L X 51" W X 33" H) TYP.

6"

6"

3"

12"12"

6" M

IN

51"

" M

IN

TYPICAL CHAMBER CROSS SECTION:

1. BACKFILL MATERIAL COVER AND DEPTH TO BE A MINIMUM 15" PER ADS DETAILS

AND MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS GREATER. 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, ANGUALR STONE OR RECYCLED

CONCRETE PER AASHTO M43: 3, 357, 4, 467, 5, 56, 57. DEPTH TO BE 6" BELOW

BOTTOM OF INFILTRATION CHAMBERS PLUS PERFORATED SIDES FOR LATERAL

ABSORPTION CAPACITY AND 6" ABOVE CHAMBERS.

3. SUBGRADE SOILS BELOW EMBEDMENT STONE AND FABRIC. MATERIAL DOES

NOT NEED TO BE COMPACTED; HOWEVER, CONTRACTOR SHALL PROVIDE A FLAT

SURFACE BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.

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

CRUSHED, ANGUALR STONE IN LAYERS BELOW AND ABOVE CHAMBERS.

RAINWATER HARVESTING PROJECT

7501 E. SKOOG BLVD - LIBRARY & POLICE BUILDINGS

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\T

OP

V-

Ci vic

C en ter -R

W H

Im pr ov em en t P lan s.d wg | 1

0/3 0/2

5 1

1:3 6 A

M

OF5

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 5BWT RJB

STANDARD DETAILS

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

RAINWATER HARVESTING PROJECT

7501 E. SKOOG BLVD - LIBRARY & POLICE BUILDINGS