new truck maintenance building for · letter number wall type designator #/sheet graphic...

Sheet IndexProject Information

NORTH ARROW

BUILDING SECTION

DETAIL DESIGNATOR

REVISION DESIGNATOR

DESCRIPTIVE NOTE

ROOM NUMBER /

DOOR NUMBER

DOOR TYPE DESIGNATOR

WINDOW TYPE

GRID LINE DESIGNATOR

NUMBER

SHEET

LETTER

NUMBER

WALL TYPE DESIGNATOR

#/SHEET

Graphic Standards NEW TRUCK MAINTENANCE BUILDING FOR

OWNER:

PREPARED BY:

CONTRACTOR:

SCOPE OF WORK:

PROJECT ADDRESS:

PARCEL #:

ZONING:

OCCUPANCY:

CONSTRUCTION TYPE:

ALLOWABLE AREA:

ACTUAL AREA:

EMERGENCY LIGHTING:

FIRE ALARMS:

FIRE SPRINKLERS:

FIRE EXTINGUISHERS:

BUILDING CODES:

PARKING REQUIRED:

PARKING PROVIDED:

OCCUPANT LOAD:

EXITS REQUIRED:

EXITS PROVIDED:

American Transport , LLC

810 East Sheldon Street

Prescott, AZ 86301

W. Alan Kenson & Associates, P.C.

P.O. Box 11593

Prescott, AZ 86304

Kenson Construction

6153 Corsair Ave.

Prescott, AZ 86301

New Construction

7055 East 2nd Street

Prescott Valley, AZ

103-05-209B

M1

S-1, Moderate Hazard Storage,

Motor Vehicle Repair Garage

II-B, Non Combustible Structural Frame, Non Rated

Pre-Engineered Metal Building

17,500 S.F.

3,150 S.F.

Yes

Yes

No

Yes - 1 per 3,000 S.F.

2012 International Building Code

2012 International Plumbing Code

2012 International Mechanical Code

2012 International Fuel Gas Code

2005 National Electrical Code

ANSI A117.1 2009 American National Standard (ADA)

3 Spaces per Bay x 4 Bays = 12 Parking Spaces Required

Zoning Ordinance Section 13-24

14 Standard + 1 ADA, Van Accessible Space = 15 Total

3,150 SF / 100 (Industrial or Business Area) = 31 Occupants

2

2

INDICATOR

DESIGNATOR

DESIGNATOR

FINISH DESIGNATOR

DESIGNATOR

DESIGNATOR

ELEVATION DESIGNATOR

ARCHITECTURAL

CS

A0.01

A0.02

A0.1

A0.2

A1.0

A2.0

A3.0

A4.0

A5.0

Cover Sheet / Project Information

Architectural Site Plans Cover Sheet

General Notes & Standard Details

Utilities Site Plan

Grading & Drainage Plan

Reference / Dimension / Wall Types Plan

Building Section

Exterior Elevations

Materials Schedule / Door Schedule / Door Details

Interior Elevations

Si te / Vicinity MapPHN: 928-445-1181

FAX: 928-778-4439

CONTACT: Brad Nelson

PHN: 928-443-5812

CONTACT: Alan Kenson

[email protected]

PHN: 928-445-5192

FAX: 928-445-5707

Contact: Alan Kenson

[email protected]

STRUCTURAL

S1.0

S2.0

MECHANICAL

M1.0

M2.0

M3.0

PLUMBING

P1.0

P2.0

ELECTRICAL

E1.1

E1.2

Structural Plans & Details

Structural Elevations & Details

Mechanical Floor Plan

Mechanical Schedules

Mechanical Details

Plumbing Floor Plan & Schematics

Plumbing Schedules Specs & Details

Electrical Symbols Specs & Notes

Electrical Lighting & Power Plan

Deferred SubmittalsThe following item is required and will be provided as a deferred submittal:

1. Fire Alarm System.Monitored Fire Alarm System submittal documents for deferred submittal shall be submitted to thelocal fire district, who shall review them and forward them to the building official, with a notationindicating that the deferred submittal documents have been reviewed and that they have been foundto be in general conformance with the design of the building. The deferred submittal items shall"NOT" be installed until their design and submittal documents have been approved by the firemarshal having jurisdiction.

Architect:

A R C H I T E C T U R E & P L A N N I N G

WAKA

W. Alan Kenson & Associates, P.C.P 928-443-5812F 928-443-5815

P.O. Box 11593Prescott, AZ 86304

email: [email protected]

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PROJECT DESCRIPTION:

Bennett Oil intends to construct a new tractor trailer maintenance building at the Prescott Valley fueling station.The new structure will be a pre-engineered metal building, with slab on grade foundation. The new buildingwill have four 12'-0" x 14'-0" roll up doors for vehicle access. An ADA accessible unisex toilet room will beprovided for the new building. 15 new parking spaces will be constructed on the site to serve the new building,one of which, shall be a van accessible ADA parking space.

PRESCOTT VALLEY, AZ7055 EAST 2ND STREET

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Legend:

TYPICALLY INDICATES PROPOSED

CONCRETE - REFER TO ARCHITECTURAL

SITE PLAN

TYPICALLY INDICATES EXISTING

CONCRETE

EXISTING UNDERGROUND GAS LINE

EXISTING UNDERGROUND SANITARY

SEWER LINE

PROPOSED UNDERGROUND SANITARY

SEWER LINE

EXISTING UNDERGROUND WATER LINE

PROPOSED UNDERGROUND WATER LINE


ASPHALT

CALL TWO WORKING DAYS

BEFORE YOU DIG

1-800-STAKE-IT

1-800-782-5348

(OUTSIDE MARICOPA COUNTY)


BUILDING


ASPHALT

EXISTING UNDERGROUND TV LINE

EXISTING UNDERGROUND ELECTRICAL

LINE

EXISTING UNDERGROUND PHONE LINE

PROPOSED UNDERGROUND GAS LINE

PROPOSED UNDERGROUND TV LINE

PROPOSED UNDERGROUND

ELECTRICAL LINE

PROPOSED UNDERGROUND PHONE LINE

TYPICALLY INDICATES EXISTING GRAVEL

SURFACE


SURFACE TO BE PAVED WITH ASPHALTSi te / Vicinity Map

PRESCOTT VALLEY, AZ7055 EAST 2ND STREET

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Sheet IndexARCHITECTURAL

A0.01

A0.02

A0.1

A0.2

Architectural Site Plans Cover Sheet

General Notes & Standard Details

Utilities Site Plan

Grading & Drainage Plan

Project InformationOWNER:

PREPARED BY:

GEOTECHNICAL:

PROJECT ADDRESS:

PARCEL #:

ACREAGE:

SITE USE:

American Transport , LLC

810 East Sheldon Street

Prescott, AZ 86301

W. Alan Kenson & Associates, P.C.

P.O. Box 11593

Prescott, AZ 86304

Engineering & Testing Consultants

417 N. Arizona Street

Prescott, AZ 86301

7055 East 2nd Street

Prescott Valley, AZ

103-05-209B

1.998 Acres

Fueling Station / Temporary Outdoor Storage / Vehicle Maintenance

PHN: 928-445-1181

FAX: 928-778-4439

CONTACT: Brad Nelson

PHN: 928-443-5812

CONTACT: Alan Kenson, AIA

[email protected]

PHN: 928-778-9001

FAX: 928-778-4866

Contact: Michael P. Wilson, P.E.

“THESE PLANS HAVE BEEN SUBMITTED TO THE FOLLOWING UTILITY COMPANIES. WHERE THE

WORK TO BE DONE CONFLICTS WITH ANY OF THESE UTILITIES, THE CONFLICTS SHALL BE

RESOLVED AS SPECIFIED, IN THE SPECIAL PROVISION AND/OR AS OTHERWISE NOTED ON

THESE PLANS. CONFLICTS ARISING DURING THE COURSE OF CONSTRUCTION FROM

UNFORESEEN CIRCUMSTANCES SHALL BE REPORTED TO THE AFFECTED UTILITY COMPANY

AND BE RESOLVED BY THEM AND THE DESIGN ENGINEER”.

Utility Contact Info.PROJECT BENCHMARK FOR THIS PROJECT IS THE EXISTING MANHOLE LOCATED IN THE RIGHT

OF WAY ON 2ND STREET, REFER TO SHEET A0.2, GRADING AND DRAINAGE PLAN.

Benchmark Info.

COMMENTS BY TOWN

OF PRESCOTT VALLEY

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SURFACE SPOT ELEVATION

TYPICALLY INDICATES DRAINAGE

FLOW DIRECTION



5574.50

534.40Approved By

Town of Prescott Valley Date

Approval

Si te MapLEGAL DESCRIPTION:

ALL THAT WESTERLY PORTION OF TRACT LETTERED “C” TOWN AND COUNTRY INDUSTRIAL PARK, A SUBDIVISION OF A PORTION OF THE NORTH HALF OF SECTION 23,

TOWNSHIP 14 NORTH, RANGE 1 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, YAVAPAI COUNTY, ARIZONA, SAID SUBDIVISION BEING RECORDED IN BOOK 21

OF MAPS, PAGE 92 RECORDS OF YAVAPAI COUNTY, ARIZONA, SAID WESTERLY PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION, SAID CORNER BEING ALSO THE SOUTHWEST CORNER OF SAID TRACT “C”;

THENCE NORTH 13 DEGREES 08 MINUTES 20 SECONDS WEST ALONG THE WESTERLY LINE OF SAID TRACT “C” DISTSTANT 233.91 FEET;

THENCE NORTH 76 DEGREES 51 MINIUTES 40 SECONDS EAST ALONG THE NORTHERLY LINE OF SAID TRACT “C” DISTANT 372.00 FEET;

THENCE SOUTH 13 DEGREES 08 MINUTES 20 SECONDS EAST PARALLEL WITH THE SAID WESTERLY LINE AND CROSSING SAID TRACT “C” DISTANT 233.91 FEET TO A

POINT IN THE SOUTHERLY LINE OF SAID TRACT “C”;

THENCE SOUTH 76 DEGREES 51 MINUTES 40 SECONDS WEST ALONG THE SAID SOUTHERLY LINE OF SAID TRACT “C” DISTANT 372.00 FEET TO THE POINT OF BEGINNING.

103-05-209B

103-08-044Y

103-05-197

103-05-209A

103-58-059A

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SCALE: NTS

DATE: 07-18-13

APPROVED BY:

DRAFTED BY: RDP

SCALE: NTS

SHEET # 1 of 1

DATE: 07-18-13

APPROVED BY:

DRAFTED BY: RDP

SCALE: NTS

SHEET # 1 of 1

Trace Wire, Continuity Test and Detectable Tape

Water: All main lines and appurtenances and all service lines up to the water meter shall be provided with Trace wire and Detectable

Tape. Color: Blue in accordance with APWA Uniform Color Code.

Sanitary Sewer: All main lines and appurtenances and all service lines up to the property line shall be provided with Trace wire and

Detectable Tape. Color: Green in accordance with APWA Uniform Color Code.

Reclaimed Water: All main lines and appurtenances and all service lines up to the reclaimed water meter shall be provided with Trace

wire and Detectable Tape. Color: Purple in accordance with APWA Uniform Color Code.

Trace Wire Shall Be:

1. 14-gauge, direct bury. Use:

1. Pro-Trace HF-CCS PE30 Tracer Wire (Pro-Line Safety Products) or

2. Copperhead Industries #CCS High Strength 250 Breakload (Copperhead Industries, LLC.).

No Exceptions. The Town of Prescott Valley does not recognize any other products as approved equal. Use appropriate color in

accordance with APWA Uniform Color Code.

2. Protected from crimping and other damage.

3. Located on the top of the pipe, secured by tape every five (5) feet), brought to the surface at all appurtenances, visible and

available inside meter box, if applicable, and connect to existing wire. If no surface appurtenances exist, the wire shall be

brought to the surface every 500 feet within an approved surface junction box.

4. Installed with connectors/splices. Use:

1. Pro-Trace TW connectors (Pro-Line Safety Products) or

2. SnakeBite Twist Lock connectors (Copperhead Industries, LLC.).

No Exceptions. The Town of Prescott Valley does not recognize any other products as approved equal. Connectors must be

installed in accordance with manufacturer's instructions. Use blue colored connectors for all utilities.

5. Installed with slack, one foot coil per 20 feet length of pipe.

6. Connect trace wire to existing tracer systems if they are present.

7. All dead ends and stubs shall be provided with a grounding anode as manufactured by Copperhead Industries, LLC.

No Exceptions. The Town of Prescott Valley does not recognize any other products as approved equal. Do not use the included

connector/splice. Use connectors noted in item 4 above.

8. Pass a continuity test, conducted by the Contractor and witnessed by the Engineer of Record (EOR) and The Town of

Prescott Valley. The EOR shall provide a certification of passing to the contractor and Town.

9. To pass a continuity test, the following conditions must be met:

1. Continuity test shall be performed by using a metallic locator with audible tone and numeric values for certification of facility

locations and shall be identifiable between access points.

2. The wire shall be accessible at all access points and from access point to access point.

3. Depth readings must be accurate and consistent to within 15 (depth to diameter ratio).

4. Access points that are widely spaced can be traced in worst case from each end to a common metting point between them.

10. Contractor must provide EOR and Town with the following:

1. Sample of wire.

2. Sample of connector.

3. Invoice copy showing purchase of wire and connector. Continued next page

DATE: 07-18-13

APPROVED BY:

DRAFTED BY: RDP

SCALE: NTS

SHEET # 1 of 2

”

” ”

DATE: 07-18-13

APPROVED BY:

DRAFTED BY: RDP

SCALE: NTS

SHEET # 2 of 2

DATE: 07-18-13

APPROVED BY:

DRAFTED BY: RDP

SCALE: NTS

SHEET # 1 of 1

DATE: 07-18-13

APPROVED BY:

DRAFTED BY: RDP

SCALE: NTS

SHEET # 1 of 1

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SECTION 630

{Sewer Construction Notes}

631.1 ADEQ -

ADEQ requirements must be complied with. A specific note referencing AAC R18-4-502, 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 PVSD.

631.3 Separation -

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

PVSD.

631.4 Crossings -

At locations where water/sewer/reclaimed utilities cross, reference AAC and any applicable PVSDs 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 PVSD.

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 PVSD.

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 PVSD and AAC regulations.

631.12 Sewer Line Sag -

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

Table 1 - Corrective Action Requirements for SAG

601.13 Polywrap -

Install Polywrap DIP piping and appurtenances per MAG.

631.14 Paving Restrictions -

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

pressure air testing requirements.

631.15 Cleaning and TV Inspection -

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

infrastructure per applicable PVSD. The Town and EOR shall receive copies of applicable documentation for

review. The EOR shall:

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

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

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

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

631.16 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.

631.17 Manhole Taps -

No sewer service taps will be allowed into a manhole.

631.18 Roach Control -

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

equal, per pesticide manufacturer's instructions.

631.19 ConmicShield® -

New or replacement manholes and appurtenances shall be constructed with ConmicShield®, a liquid

antibacterial additive if infrastructure: 1) is within 4,000 feet of force main discharge, 2) manholes have pipe

diameters of 18 inches and greater, 3) manhole is located on a smaller tributary line that is within 200 feet of

a manhole with a pipe diameter of 18 inches and greater, 4) a manhole receiving flow from a sewer line that

has a slope of 10% or greater, and 5) is subject to, in the opinion of the Town, of creating unacceptable

amounts of hydrogen sulfide gas. Specifics concerning ConmicShield® are noted per applicable PVSD.

AN.

COMMENTS BY TOWN

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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

Town of Prescott Valley Standard Detail (PVSD)

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.

103.5 Permits -

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

by these plans. A separate permit will be required for any construction extending beyond the construction site

property boundary. A Town Right-of-Way (ROW) permit 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 Town working days (excluding holidays) prior to

commencement of construction. Construction cannot begin until Town approval of the plan is granted. The

dynamic nature of traffic related activities may require modification of an approved plan based on Town

analysis. If so, the contractor will

modify the traffic control plan at no expense to the Town.

103.9 Dust Control -

The contractor shall keep suitable equipment on hand at the job site for maintenance and dust control, and

shall control dust as directed by the appropriate agencies, including the Town at no expense to the Town.

103.10 Site Cleanliness -

The contractor shall keep all roadway pavement, curb and gutter 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.

103.15 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 per applicable PVSD. Adjacent in this section is defined as less than a 2 foot

horizontal separation from new construction. The video inspection shall occur from the next adjacent

upstream and downstream manholes beyond all construction activity. If evidence of debris or damage is

found, contractor shall make all necessary repairs and additional video inspection , 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 (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 Made in the USA -

Infrastructure added to the Town system shall be manufactured, assembled or otherwise produced in the

United States unless otherwise approved by the Town.

103.22 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.

103.23 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.

103.24 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.

103.25 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.

103.27 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.

s 103.29Construction 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

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.

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.

103.37 As-Builts -

“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.

I. 103.40 Portable Toilets -

II. 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.

III. 103.41 Trash and Debris -

IV. 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.

---------------------------------------------------------END OF SECTION---------------------------------------------------------

SECTION 201

{GRADING & Drainage Notes}

201.1 Permits -

The following apply:

An on-site grading permit is required.

A separate permit is required for any off site grading.

201.2 Inspections -

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

storm drainage infrastructure per applicable PVSD. 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.

---------------------------------------------------------END OF SECTION----------------------------------------------------

SECTION 301

{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 C-3/4 “smooth mix” as per applicable MAG Specifications, unless another specification is

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

301.5 Traffic Control -

A Traffic Control Plan shall be submitted to the Town's Public Works Operations Manager. Traffic Control

shall meet approval prior to construction.

---------------------------------------------------------END OF SECTION---------------------------------------------------------

SHEET ADDED

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1. TYPICALLY INDICATES EXISTING UNDERGROUND ELECTRICAL LINE.

2. TYPICALLY INDICATES EXISTING UNDERGROUND WATER LINE.

3. TYPICALLY INDICATES EXISTING UNDERGROUND GAS LINE.

4. TYPICALLY INDICATES EXISTING UNDERGROUND SANITARY SEWER.

5. TYPICALLY INDICATES EXISTING UNDERGROUND CABLE TV LINE.

6. EXISTING ROADWAY

7. EXISTING ASPHALT PARKING LOT.

8. EXISTING SHED.

9. EXISTING DETENTION AREA.

10. EXISTING FUEL TANKS.

11. TYPICALLY INDICATES EXISTING UNDERGROUND TELEPHONE.

12. EXISTING DUMPSTER AREA.

13. PROPOSED PARKING SPACES

14. PROPOSED VAN ACCESSIBLE ADA PARKING SPACE W/ STRIPED

ACCESS AISLE. REFER TO GRADING AND DRAINAGE PLAN.

15. PROPOSED NEW ASPHALT AREA. REFER TO GRADING AND DRAINAGE

PLAN.

16. PROPOSED CONCRETE APRON AREA. REFER TO GRADING &

DRAINAGE PLAN.

17. EXISTING OFFICE.

18. EXISTING 200 AMP SERVICE ENTRANCE SECTION & METER.

19. EXISTING TELEPHONE SERVICE.

20. EXISTING (2) 100 AMP ELECTRICAL SUB PANELS.

21. EXISTING CABLE TV RISER.

22. EXISTING TELEPHONE RISER.

23. EXISTING ELECTRICAL TRANSFORMERS.

24. EXISTING ELECTRICAL SWITCHING CABINET.

25. EXISTING WATER METER.

26. EXISTING RPZ BACKFLOW PREVENTER.

27. EXISTING 8'-0" HIGH CMU WALL.

28. EXISTING 8'-0" HIGH SLATTED CHAIN LINK FENCE.

29. EXISTING 6'-0" HIGH SLATTED CHAIN LINK FENCE.

30. EXISTING LANDSCAPE AREA.

31. EXISTING UNDERGROUND CABLE TV SERVICE.

32. PROPOSED 3/4" SCHEDULE 40 PVC UNDERGROUND WATER LINE

33. PROPOSED SAND OIL SEPARATOR BELOW SLAB, REFER TO PLUMBING

PLANS

34. PROPOSED TRENCH DRAIN, REFER TO PLUMBING PLANS

35. POINT OF CONNECTION FOR 4" SDR 35 PVC SEWER LINE. TAP INTO

EXISTING MAIN SEWER LINE IN ACCORDANCE WITH TOWN OF

PRESCOTT VALLEY REQUIREMENTS AND MAG 440-1 STANDARD

DETAIL, PVSD 395-1, PVSD 270-1, & PVSD 270-2, REFER TO PLUMBING

PLANS.

36. PROPOSED 2" DB 120 UNDERGROUND CABLE TV SERVICE

37. PROPOSED 2" DB 120 UNDERGROUND PHONE SERVICE

38. PROPOSED GAS METER & REGULATOR

39. PROPOSED UNDERGROUND GAS LINE CONNECTION TO EXISTING

MAIN.

40. PROPOSED DB 120 UNDERGROUND ELECTRICAL LINE, REFER TO

ELECTRICAL PLANS.

41. SAWCUT AND REMOVE 45'-0" LONG PORTION OF EXISTING CMU WALL.

42. EXISTING GRAVEL AREA.

43. EXISTING GRAVEL AREA TO BE PAVED, REFER TO GRADING AND

DRAINAGE PLAN.

44. POINT OF CONNECTION FOR DOMESTIC WATER LINE.

45. PROVIDE TWO-WAY SEWER CLEAN OUT AND BACKWATER VALVE,

REFER TO PLUMBING PLANS, & PVSD 440-2A.

46. PROVIDE MONITORING MANHOLE PER MAG 420-1A & PVSD 422-1.

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Legend:


CONCRETE - REFER TO ARCHITECTURAL

SITE PLAN


CONCRETE

EXISTING UNDERGROUND GAS LINE

EXISTING UNDERGROUND SANITARY

SEWER LINE

PROPOSED UNDERGROUND SANITARY

SEWER LINE

EXISTING UNDERGROUND WATER LINE

PROPOSED UNDERGROUND WATER LINE


ASPHALT


BEFORE YOU DIG

1-800-STAKE-IT

1-800-782-5348



BUILDING


ASPHALT

EXISTING UNDERGROUND TV LINE

EXISTING UNDERGROUND ELECTRICAL

LINE

1

2

3

11

4

4

5

5

6

6

7

7

8

9

10

12

43

14

15

16

16

17

18

19

31

20

21

22

23

24

25

26

27

28

29

30

30

30

27

EXISTING UNDERGROUND PHONE LINE

15

32

33

34

3637

38

39

PROPOSED UNDERGROUND GAS LINE

PROPOSED UNDERGROUND TV LINE

PROPOSED UNDERGROUND

ELECTRICAL LINE

PROPOSED UNDERGROUND PHONE LINE


SURFACE


SURFACE TO BE PAVED WITH ASPHALT

36

36

37

37

2

1

11

3

2

41

42

42

42

13

35

44

2

40

40

45

PROPOSED

BUILDING

COMMENTS BY TOWN PLM

09/04/141OF PRESCOTT VALLEY

1

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- 3

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100.00

99.83

100.48100.58

100.37

99.97

100.5

99.4399.53

99.73

99.01

98.63

98.28

99.13

98.58

98.71

100.105

100.51

100.91

1

3

'-6

"

2

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'-0

"

3

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'-6

"

5

'-0

"

1

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'-0

"

3

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'-0

"

2

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"

2

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'-0

"

2

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6

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"

9

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"

5

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"

100.00

100.00

100.00

100.25

100.60

100.00

99.99

99.95

99.90

99.90

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"

FFE

100.00

100.00

99.80

99.80

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99.00

98.58

98.28

99.97

99.94

99.90

99.50

99.00

98.60

98.40

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Legend:



TYPICALLY INDICATES DRAINAGE

FLOW DIRECTION



TYPICALLY INDICATES NEW

CONCRETE SURFACE AREA


ASPHALT PAVED SURFACE AREA

5574.50

TYPICALLY INDICATES NEW BUILDING

534.40

1. TYPICALLY INDICATES NEW 4"ASPHALT OVER 8" THICK COMPACTED ABC

OR EXISTING ASPHALT AS OCCURS.

2. TYPICALLY INDICATES EXISTING ASPHALT PAVED AREA.

3. TYPICALLY INDICATES EXISTING GRAVEL AREA TO REMAIN.

4. STRIPE NEW PARKING AREA AS INDICATED.

5. PROVIDE CAST IN PLACE CONCRETE PARKING BUMPERS TYP. AT EACH

SPACE.

6. SAWCUT EXISTING ASPHALT AND REMOVE EXISTING ASPHALT, AS

REQUIRED APPLY TACK FOR NEW PAVED AREA.

7. STRIPE ACCESS AISLE AS INDICATED.

8. ADA PARKING SPACE, PROVIDE PAINTED SYMBOL OF ACCESSIBILITY.

9. SAWCUT AND DEMOLISH 45'-0" SECTION OF EXISTING CMU WALL.

10. PROVIDE NEW CAST IN PLACE CONCRETE APRONS. CONCRETE TO BE 6"

THICK WITH #4 REBAR AT 3'-0" O.C. EACH WAY.

11. EXISTING DETENTION BASIN.

12. EXISTING SHED

13. EXISTING FUEL TANKS.

14. EXISTING FUEL PUMPS.

15. EXISTING DUMPSTER.

16. EXISTING OFFICE BUILDING.

17. PROVIDE 5'-0" WIDE COMPACTED ABC SHOULDER TO SLOPE BACK TO

EXISTING GRADE OF DRAINAGE DITCH.

18. PROVIDE SAW CUT NEAT LINE FOR MATCHING EXISTING PAVEMENT,

PROVIDE TACK OIL, & COMPACT ABC SUBGRADE TO 95% OF MAXIMUM

DENSITY, PER LATEST MAG STANDARDS.

19. EXPAND EXISTING DRAINAGE DETENTION BASIN TO SIZE SHOWN, MATCH

EXISTING DEPTH & WIDTH, MATCH EXISTING RIP RAP.

20. PROJECT BENCHMARK IS EXISTING SEWER MANHOLE

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BEFORE YOU DIG

1-800-STAKE-IT

1-800-782-5348



TO BE PAVED


1

1

1

2

2

2

3

3

3

4

4

5

5

6

6

6

7

8

9

10

11

12

12

14

14

15

15


ASPHALT SURFACE AREA

TYPICALLY INDICATES EXISTING BUILDING

10

1

17

18



1

1

19

±

1

3

'-0

"

±

8

'-0

"

1

DETENTION BASIN CALCULATION

55,374 SF EXISTING IMPERVIOUS AREA

1, 028 SF EXISTING DETENTION AREA

5,575 SF NEW IMPERVIOUS AREA

60,749 SF TOTAL NEW AND EXISTING IMPERVIOUS AREA

55,374 SF 1,028 SF

60,749 SF X

X = 1,127 SF (TOTAL NEW DETENTION REQUIRED)

1,127 SF - 1,028 SF = 99 SF (ADDITIONAL AREA NEEDED)

=

1

20

NOTES:

2.

3.

(3)

#10 X 3/4" LONG SHEET METAL

OR DETAILS. CONNECT WITH

STUDS WHERE SHOWN ON PLAN

MULTIPLE OR INTERSECTING

UNPUNCHED STEEL STUD

TRACK - ATTACHMENT

REQUIRED 1/2" DIA. EXPANSION

BOLTS AT 48" O.C. (2 MINIMUM)

OR 3/8" X 3/4" LONG POWDER

DRIVEN PINS AT 12" O.C.

FASTENER SHALL HAVE I.C.B.O.

REPORT FOR SAME INSTALLATION.

STEEL STUD.1.

5.

4.

(8)

(2)

6.

7.

8.

(4)

STUDS 1 ROW OF SCREWS.

SPACING. AT INTERSECTING

STUD BLOCKING.

AT DOUBLE STUDS.

#10 X 3/4" LONG SHEET METAL

SCREWS EACH SIDE, EACH STUD.

2 #10 X 3/4" LONG SHEET

METAL SCREWS.

4 #10 X 3/4" LONG SHEET

METAL SCREWS.

#10 X 3/4" LONG SHEET

METAL SCREWS AT 12" O.C.

SCREWS AT 24" O.C. STAGGERED

(5)(5)

(1)

(7)

(6)

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Scale: 1/8"=1'-0"

North

1. STRUCTURAL STEEL METAL BUILDING COLUMN, REFER TO STRUCTURAL

DRAWINGS.

2. 12'-0" X 14'-0" ELECTRICALLY OPERATED STEEL COIL UP DOOR, REFER TO

DOOR SCHEDULE.

3. 4" Ø CONCRETE FILLED STEEL BOLLARD, REFER TO DETAIL A2/A2.0

4. STEEL FLOOR GRATE, TO SAND OIL SEPARATOR, REFER TO PLUMBING

DRAWINGS.

5. CONCRETE APRON, REFER TO GRADING AND DRAINAGE PLANS.

6. SLOPE CONCRETE FLOOR TO STEEL GRATE 1/8" : 1'-0"

7. JANITOR SINK, REFER TO PLUMBING PLANS.

8. SERVICE SINK, REFER TO PLUMBING PLANS.

9. ADA COMPLIANT SURFACE MOUNTED MIRROR, REFER TO INTERIOR

ELEVATIONS.

10. BOTTLED WATER DISPENSER, BY OWNER.

11. ADA COMPLIANT WATER CLOSET, REFER TO PLUMBING PLANS.

12. ADA COMPLIANT STAINLESS STEEL GRAB BARS, PROVIDE SOLID BLOCKING

IN WALLS, REFER TO INTERIOR ELEVATIONS.

13. SURFACE MOUNTED TOILET TISSUE DISPENSER, REFER TO INTERIOR

ELEVATIONS.

14. SURFACE MOUNTED PAPER TOWEL DISPENSER, REFER TO INTERIOR

ELEVATIONS.

15. 6" CONCRETE SLAB W/ #4 REBAR @ 3'-0" O.C. EACH WAY OVER 4"

COMPACTED ABC. REFER TO STRUCTURAL PLANS.

16. WALL MOUNTED LAVATORY, INSULATE PIPES, REFER TO INTERIOR

ELEVATIONS, AND PLUMBING PLANS.

17. SURFACE MOUNTED ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS.

18. SURFACE MOUNTED PHONE SERVICE BOX LOCATION.

19. SURFACE MOUNTED CABLE TV SERVICE BOX LOCATION.

20. 12" X 12' VCT FLOORING

21. FINISHED CEILING HEIGHT OF UNISEX RESTROOM IS 8'-0" HIGH. PROVIDE 8"

22 GA STEEL STUD JOISTS ABOVE RESTROOM @ 16" O.C. W/ 1/2" OSB

SHEATHING. PROVIDE ELECTRIC WATER HEATER ABOVE RESTROOM

CEILING, REFER TO B2/A3.0.

22. AIR COMPRESSOR BY OWNER.

23. 12" Ø CONCRETE FILLED STEEL BOLLARD, 10'-0" LONG. BOLLARD TO BE

PLACED IN 3'-0" Ø FOOTING @ 4'-0" DEEP.

24. PROVIDE 1-1/2" X 1/4" FLAT STRAP GRATE. PLACE STRAPS @ 1" O.C.

25. TRAFFIC RATED SAND/OIL INTERCEPTOR. REFER TO PLUMBING PLANS.

26. INSTALL MONITORING MANHOLE PER MAG 420-1A AND PVSD 422-1, REFER TO

PLUMBING PLANS, AND STANDARD DETAILS..

RE

FE

RE

NC

E / D

IM

EN

SIO

N / W

ALL T

YP

ES

P

LA

N

Scale: 1/4"=1'-0"

North

20'-0"

23'-4"

23'-4"

23'-4"

70'-0"

8'-0" 5'-0" 12'-0" 4'-0" 12'-0" 4'-0"

10'-0"

45'-0"

8'-4" 12'-0" 4'-0" 12'-0" 4'-0"4'-0"5'-0"

50'-0"

4'-9"

1'-10"

7'-4"

101

MAINTENANCE

SHOP

102

UNISEX

RESTROOM

33'-6"

102

UNISEX

RESTROOM

1'-8" 1'-6"4'-6"

1

1

2

2 2

3

3

4

5

5

6

8

7

10

11

12

13

12

2'-7"

8"

8"

16

9

14

Wall Types Legend:DETAIL B2/A1.0

REFER TO FRAMING

EXTERIOR METAL BUILDING WALL:

PROVIDE EXTERIOR METAL BUILDING

SIDING PANELS OVER 8" HORIZONTAL

GIRTS. PROVIDE R-11 VINYL BACKED,

METAL BUILDING INSULATION AT

INTERIOR W/ 8'-0" HIGH METAL WALL

LINER PANELS.

3-5/8" STUD WALL: PROVIDE 3-

5

8

" 25 GA.

STEEL STUDS AT 2'-0" O.C. PROVIDE R-11

UNFACED BATT INSULATION. REFER TO

ROOM FINISH SCHEDULE FOR FINISHES.

6" STUD WALL: PROVIDE 6" 25 GA. STEEL

STUDS AT 2'-0" O.C. PROVIDE R-19

UNFACED BATT INSULATION. REFER TO

ROOM FINISH SCHEDULE FOR FINISHES.

Scale: NTS

17

18

19

20

21

1/8" : 1'-0"

(TYP)

22

7'-4"

25

24

23

23

22

26



1

1

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

12

1

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

12

1

8'-0"

4'-0"

2'-0"

1'-6"

8'-0"

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Scale: 1/2"=1'-0"

1. METAL BUILDING RIGID FRAME, REFER TO STRUCTURAL DRAWINGS.

2. METAL BUILDING 'Z' GIRT, REFER TO STRUCTURAL DRAWINGS.

3. R-11 VINYL BACKED METAL BUILDING INSULATION.

4. CONCRETE FOUNDATION, REFER TO STRUCTURAL DRAWINGS.

5. 6" CONCRETE SLAB WITH #4 REBAR @ 3'-0" O.C. OVER 4" COMPACTED ABC,

REFER TO STRUCTURAL DRAWINGS.

6. 'PBA' METAL BUILDING SIDING PANELS.

7. R-11 UNFACED, 6" WIDE BATT INSULATION.

8. 8'-0" HIGH 'R' PANEL LINER SYSTEM.

9. HOLLOW METAL DOOR, REFER TO DOOR SCHEDULE.

10. R-19 VINYL FACED BATT CUT TO FIT BETWEEN PURLINS INSULATION WITH

WIRES AT 2'-0" O.C.

11. 'PBR' METAL BUILDING ROOFING PANELS.

12. PRE-FINISHED SHEET METAL GUTTER.

13. ASPHALT PAVING, REFER TO GRADING AND DRAINAGE PLAN.

14. UNDISTURBED NATIVE SOIL, OR COMPACTED BACKFILL, REFER TO

STRUCTURAL PLANS.

15. 12'-0" X 14'-0" COIL UP STEEL DOOR, ELECTRICALLY OPERATED.

16. METAL BUILDING 'Z' ROOF PURLIN.

17. PRE-FINISHED SHEET METAL DOWNSPOUT.

BU

ILD

IN

G S

EC

TIO

N

101

MAINTENANCE

SHOP

1

2

3

4

5

6

8

9

1

10

11

12

13

14

15

16

8

8

Scale: 3/4"=1'-0"

1. 6'-0" LONG, 4" Ø STEEL PIPE,

PRIMED AND PAINTED

2. FILL PIPE WITH CONCRETE

& ROUND TOP

3. CONCRETE SLAB

4. COMPACTED ABC

5. CONCRETE FOOTING

6. COMPACTED BACKFILL

2

1

5

4

3

6

Scale: 3/4"=1'-0"

1. STEEL STUD WALL AS

SCHEDULED, REFER TO

WALL TYPES.

2. CONCRETE FLOOR.

3. 1/2" OSB SHEATHING.

4. 1-5/8" X 8" 20 GA STEEL

JOISTS @ 16" O.C.

5. 5/8" GPDW CEILING AT

UNISEX RESTROOM.

6. GPDW 'L' TRIM

1

2

3

4

5

17

7

6

8

8

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

12

1

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

12

1

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

FINISH FLOOR

+ 100.00'

EAVE HEIGHT

+ 116.00'

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Scale: 1/8"=1'-0"

EX

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1

Scale: 1/8"=1'-0"

Scale: 1/8"=1'-0" Scale: 1/8"=1'-0"

2

1

2

3

3

6

4

56 4

1

3

5

1

3

6

12

79 8

10

10

Roof Drain Leader Sizes:ROOF AREA :

PER 2006 IPC SECTION 1106 (TABLE 1106.2)

3150 S.F / 4 =786 S.F. PER LEADER

786 S.F.. x 3" RAINFALL P.H. = (1) 2" DIA. LDR. REQ'D.

(4) 4"x4" LEADERS PROV'D.

Roof Gutter Sizes: @ 1/2 : 12 SLOPE PER 2006 IPC SECTION 1106 (TABLE 1106.6)

ROOF AREA : 3,150 S.F. / 2 = 1575 S.F.

1,575 S.F. x 3" RAINFALL P.H. = 5" SEMI-CIRCULAR GUTTER REQ'D.

6"x6" GUTTER PROV'D.

11

11

11

11

10

10

7

77

7

M-2

M-2

12

12

12

ALL EXIT DOORS & HARDWARE SHALL COMPLY WITH THE 2012 I.B.C.

DOOR THRESHOLDS SHALL HAVE A MAX HEIGHT OF 1/2" FOR H.C. ACCESSIBILITY. THRESHOLD SHALL HAVE A

MAXIMUM RISE OF 1/4" AND 1/2" RISE WHEN BEVELED WITH MAXIMUM 1:2 SLOPE.

ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING.

ALL INTERIOR DOORS SHALL BE OPERABLE FOR EMERGENCY EXITING PURPOSES WITHOUT THE USE OF A KEY,

SPECIAL KNOWLEDGE NOR EFFORT.

ALL GLAZING WITHIN 24" OF OPENINGS SHALL BE SAFETY GLASS.

IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN

OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE

LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR.

DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE

A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING,

OR TWISTING OF THE WRIST TO OPERATE. HARDWARE REQUIRED FOR DOOR PASSAGE SHALL BE MOUNTED NO

HIGHER THAN 48" ABOVE FINISH FLOOR.

DOOR OPENING FORCE SHALL BE: 5lbf MAX INTERIOR HINGED, SLIDING OR FOLDING DOORS; FIRE DOORS SHALL

HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.

NOTE: 1.

2.

3.

4.

5.

6.

7.

8.

T

E

Y

FINISHMATL. MATL. FINISH

COMMENTS

FRAMEDOOR

P

SIZENO.

Door Schedule:

Door Hardware Schedule:

H-1 ENTRY / EXIT DOORS - ADA COMPLIANT LEVER HANDLE LOCKSET, CHAIN STOP, ADA COMPLIANT

THRESHOLD, WEATHERSTRIPING, HINGES, SWEEP

7'-0"

2"

7'-2"

2"

3'-0"

2"

3'-4"

H-2 SLIDE BOLTS

12'-0"

3'-0" x 7'-0" A H.M. PAINT H.M. PAINT H-1

14'-0"

12'-0" x 14'-0" B STEEL PAINT STEEL PAINT COIL UP DOOR, ELEC. MTR. OPERATED, H-2






CODE MATERIAL MANUFACTURER DESCRIPTION LOCATION

SERIES COLOR DIMENSION

M-1 METAL BUILDING WALL PANEL

Exterior / Interior Material & Finish Schedule:

M-2 METAL BUILDING ROOF PANEL

D-1 HOLLOW METAL DOOR (18 GA)

WHM-1 WELDED HOLLOW METAL FRAMES

D-2 STEEL ROLL-UP DOOR

26 GA PBR PANEL

26 GA PBA PANEL

MBCI

MBCI 3'-0" WIDE

3'-0" WIDE EXTERIOR ROOF

EXTERIOR WALLS

EXTERIOR ENTRANCE DOORS

EXTERIOR DOORS

EXTERIOR WALK DOORS

CHI OVERHEAD DOOR CO.

PAINT TO MATCH EXTERIOR

P-1 PAINT - EXTERIOR SHERWIN WILLIAMS

SIDING PANELS

EXTERIOR OF STEEL ROLL-UP DOOR

6000 / SERIES 12'-0" WIDE X 14'-0" TALL

18GA

CURRIES (OR EQUAL)

CURRIES (OR EQUAL)

16 GA

CCW REFER TO DOOR TYPES

607 SERIES

-NA- -NA-

P-2 PAINT - EXTERIOR SHERWIN WILLIAMS SW 6906

CITRUS

-NA- -NA-

PROTECTIVE BOLLARDS

EXTERIOR HM DOORS

REFER TO DOOR TYPES

ELECTRIC MOTOR

M-3 6" X 6" GUTTER

4" X 4" DOWNSPOUT

MBCI EXTERIOR EAVE & WALLS & TRIM6" X 6" GUTTER

4" X 4" DOWNSPOUT

26 GA

HM FRAMES

RAKE TRIM / CORNER TRIM


SIDING PANELS

Scale: 1/4"=1'-0"

VCT-1 VINYL COMPOSITION TILE MANNINGTON TO BE DETERMINEDNA 1/8" X 12" X 12"

UNISEX RESTROOM FLOOR

FRP-1 FIBERGLASS REINFORCED PLASTIC PANEL CRANE COMPOSITES OR EQUAL SANDSTONEINNOVATIVE FINISHES 4'-0" X 8'-0"

UNISEX RESTROOM WALLS

P-3 PAINT - INTERIOR SHERWIN WILLIAMS SW

DOVER WHITE

-NA- -NA-

INTERIOR GPDW WALLS

M-4 METAL BUILDING LINER PANEL 26 GA PBR PANELMBCI 18" WIDE INTERIOR WALLS AT MAINTENANCE

COTTON WHITE (1130)

SHOP


SIDING PANELS

X

JANITOR SINK AREA

TO BE DETERMINED

TO BE DETERMINED

TO BE DETERMINED

TO BE DETERMINED

OR EQUAL

CB-1 RUBBER COVE BASE ROPPE NA TO BE DETERMINED 6"

UNISEX RESTROOM WALLS

JANITOR SINK AREA

Scale: 3"=1'-0" Scale: 3"=1'-0"

Scale: 3"=1'-0" Scale: 3"=1'-0"

Scale: 3"=1'-0"

METAL BUILDING

WALL BEYOND

REFER TO WALL

TYPES PLAN

DOOR SWEEP &

ADA COMPLIANT

THRESHOLD

CONCRETE SLAB

WELDED HOLLOW

METAL FRAME

BEYOND

WRAP PRE-FINISHED

SHEET METAL TRIM

AROUND JAMB

ROLL UP DOOR

TRACK

ROLL UP DOOR

METAL BUILDING

WALL

REFER TO WALL

TYPES PLAN

EXTERIOR METAL BUILDING

PANEL

LINER PANEL

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AILS

Scale: 1/4"=1'-0" Scale: 1/4"=1'-0"Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" Scale: 1/4"=1'-0"

8'-0"

4'-0"

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48" M

AX

.

40" M

AX

.

34" M

AX

.

27" M

IN

.

MIN

11"

MIN

8"

17"-24"

9" M

IN

.

MIRROR

PAPER TOWEL

DISPENSER

7"-9"

12"42"

17"-19"

19"-26"

48" M

AX

.

SEAT COVER DISPENSER

33"-36"

29" M

AX

.

18"

36"6"

PROVIDE SOLID

BLOCKING IN WALL

FOR GRAB BARS

FIN. FLR.

Scale: 1/2"=1'-0"

1

2

3

4

11

1

2

6

7

1

2

8

1

6

8

9

10

3

4

5

12

14

2

1

13

5

39" - 40"

18"

39" - 41"

10

2

Grade Beam # 5's

6" Slab

4" ABC

1'-0"

3'-6"

3'-0"M

in

Min

Cont. Top & Bot.

#4 @ 36" Ea. Way

Cold Joint (If Desired)

TYPICAL GRADE BEAM1

Grade Beam # 5's

6" Slab

4" ABC

4 @ #5 Ea Way

3'-6"

# 4 Ties

4 @ #4

Min M

in

1'-0"

2'-0"

3'-6"

Sq.

2" Project6" Embed

5/8" Ø x 8" A307 (4)

2 FRAME FOUNDATION

#4 @ 3' Ea Way

DIM LINE

W14 x 30

W10 X 12

C8 x 2 1/2 x 14 Ga

3/4" Ø x 10" A36 (4)

5/8" Ø x 10" A36 (4)

2.5" Project

2" Project

7.5" Embed

8" Embed

CORNER COLSJAMB COL

FRAME COLS

4"

4"

3"

3"

5"

4"

4"

4"

4"

1 1/2" 3" 1 1/2"

1/8

3/8" Pl x 5" x 10"

1/4" Pl x 6" x 8"

1/2" Pl x 6.75" x 1'-2"

5/8" Ø x 10" A36 (2)2" Project8" Embed

5

6

7

A R C H

I T E C T U R E & P L A I G

W. Alan K

ens on &

Associates , P.C.

P 928-443-5812

F 928-443-5815

P.O

. Box 11593

Prescott, AZ 86304


www.kenson-associates.com

NEW MAINTENANCE BUILDING FOR

BENNETT OIL COMPANY

PRESCOTT VALLEY, AZ

BYREVISIONS

DRAW

I G:

PROJECT:

DRAWN BY

DATE

SCALE

CHECKED BY

JOB NO.

SHEET

These drawings are the property of W. Alan Kenson & Associates P.C., and may not be reproduced in any way without the written consent of W. Alan Kenson & Associates, P.C.

lar

utcu

rtS(

reeni

gnE lanoisseforP deretsige

R )

ARIZONA, U.S.A.

10330

JOHN JAMES

GLANCY

.O

N ETACIFITREC

dengiS

et

aD

..................

..

8/08/14

Expires 12/31/14

ROOF FRAMING PLANFOUNDATION PLAN

1

Foundations 3'-0" Minimumbelow grade to bear on LeanConcrete Fill extending toBearing Layer 4.5' to 5' belowExisting Grade.

12'-0"

4'-0"

12'-0"

4'-0"

13'-0"

12'-0"

12'-0"

4'-0"

4'-0"

23'-4" 23'-4"23'-4"

13'-0"

22

33

44

BB

AA

11

70'-0"

45'-0"

Sheet Roof with 26 Ga "PBR" Panels. Attach to Cross Framing with #12 TEKSat 1'-0" c-c and edges and sidelaps with#12 TEKS at 1'-6" c-c. Use #12 TEKS at 6" c-c all panel ends

ES8x5x14 Ga ES8x5x14 Ga

ES8x5x14 Ga ES8x5x14 GaES8x5x14 Ga

ES8x5x14 Ga

Z8x2.5x14 Ga Z8x2.5x14 Ga

Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga

Z8x2.5x14 Ga

Z8x2.5x14 Ga Z8x2.5x14 Ga


Z8x2.5x14 Ga

6" Slab w/ Fibermesh and #4at 36" c-c ea. way over 4" ABCover 20" Engineered Fill.

Track Channel for exteriorsheeting and interior linerpanel attachment.

2' 3-1/2" Lap

W10 X 12

W16 X 31

W16 X 31

W10 X 122

4" 4"4"







45'-0"

70'-0"

23'-4" 23'-4"23'-4"

GENERAL NOTES:Code - 2012 IBC Seismic Category CWind - V3s = 115 MPH (Exposure C)Roof Deck - Fy = 60 ksiWall Panels - Fy = 60 ksiLight Gage C & Z - Fy = 57 ksi Per LSGI ManualStruct Steel - Fy = 36 ksi U.N.O. (A36)Steel Beams - Fy - 50 ksi (A992-Gr 50)Welds - 70 ksi Ult StrengthReinforcing - Fy = 60 ksi (A615-Gr 60 - Gr 40 O.K. #3 & #4)Concrete - F'c = 3000 psi Quality (2500 psi Design)Soil - 2500 PSF Per ETC Report No. 8412Roof Live Load - 30 psf (Snow)Roof Dead Load - 3 psfCollateral Load - 2 psfWind Design Per ASCE7 Method 2

#4 @ 36" Ea Way

6" Slab

4" ABC

Pit Section3

2'-8"

2'-8"

8"

L1 1/2 x 1 1/2 x 1/4

3/8" x 4" Studsat 2'-0" c-c

8"

STRUCTURAL ENGINEER:GLANCY ENGINEERING2928 N 44TH LANEPHOENIX, AZ 85031

STRUCTURAL PLANS & DETAILS

S1.0

Z8

2'-3 1/2" LAP

3/16 PL X 6 X 7

1/2" Ø A307

(WHERE SHOWN ON FRAME SECTION)

L2 X 2 X 1/8

PURLIN AT FRAME8

163

8"

5

5

5

3

1/8"/12 Slope

Per ETC Soil Report existing soil to 4.5' or 5'Depth is expansive Clay. Spread FootingsShall be Placed on Lean Concrete Fill to theDepth of the Bearing Layer. Remove ExistingSoil and Replace with "1-Sack" Lean Concreteto Approximately 3'-0" Below Finish Grade.Replace top 20" of Existing Soil Under Slabson Grade with Engineered Fill Compacted to95% Density. Add 4" ABC and vapor barrierunder slab.

Min.

Slope Bottom at 1/8"/Ft

#4's

Track Channel4

Chnl8x2x16 Ga

Low Velocity Fasteners@ 1'-6" c-c (.170" Ø)

4

8"

1/4

1/4

See Architectural Drawings for Information Not Shown

88Sim.

7

7

7

7

7

7

7

7

5

SIDEWALL LINE B

234 1

70'-0"

ES8x5x14 Ga ES8x5x14 GaES8x5x14 Ga

W10 X 12

W14 X 30

W14 X 30

W10 X 12

4" 4"

16'-0"

23'-4" 23'-4"23'-4" A R C H

I T E C T U R E & P L A I G

W. Alan K

ens on &

Associates , P.C.

P 928-443-5812

F 928-443-5815

P.O

. Box 11593

Prescott, AZ 86304


www.kenson-associates.com

NEW MAINTENANCE BUILDING FOR

BENNETT OIL COMPANY

PRESCOTT VALLEY, AZ

BYREVISIONS

DRAW

I G:

PROJECT:

DRAWN BY

DATE

SCALE

CHECKED BY

JOB NO.

SHEET

These drawings are the property of W. Alan Kenson & Associates P.C., and may not be reproduced in any way without the written consent of W. Alan Kenson & Associates, P.C.

lar

utcurt

S( re

enignE lanoisseforP deretsi

geR )

ARIZONA, U.S.A.

10330

JOHN JAMES

GLANCY

.O

N ETACIFITREC

dengiS

etaD

..................

..

Expires 12/31/14




SIDEWALL LINE A

2 3 41

70'-0"

Sheet Walls with 26 Ga "PBR" Panels. Attach to Cross Framing with #12 TEKSat 1'-0" c-c and edges and sidelaps with#12 TEKS at 1'-6" c-c. Use #12 TEKS at 6" c-c all panel ends. Line Interior 8' Highwith 26 Ga "PBR" Panels. Attach as above.

ES8x5x14 Ga ES8x5x14 Ga

Chnl 8 x 2 x 16 Ga

ES8x5x14 Ga

W10 X 12

W14 X 30

W14 X 30

W10 X 12

4" 4"

16'-0"

23'-4" 23'-4"23'-4"


Z8x2.5x16 GaZ8x2.5x16 Ga

Z8x2.5x16 Ga

Z8x2.5x16 Ga Z8x2.5x16 GaZ8x2.5x16 Ga4'-0"

4'-0"

4'-0"

4'-0"

16'-0"

45'-0"

4'-0"

4'-0"

4'-0"

4'-0"

16'-0"

45'-0"

4'-0"

3'-4"

4'-8"

4'-0"

16'-0"

45'-0"

4'-0" 12'-0" 4'-0" 12'-0" 13'-0"

13'-0" 12'-0" 4'-0" 12'-0" 4'-0"

ELEVATION LINE 1

ELEVATION LINE 4

FRAME LINE 2 OR 3

7'-4"

7'-4"

Chnl 8 x 2 x 16 Ga Chnl 8 x 2 x 16 Ga

Chnl 8 x 2 x 16 GaChnl 8 x 2 x 16 Ga Chnl 8 x 2 x 16 Ga

W16x31 W16x31

W14x30

W14x30

4'-0"

4'-0"

4'-0"

4'-0"

16'-0"

4'-0"

4'-0"

4'-0"

4'-0"

16'-0"

4'-0"

4'-0"

4'-0"

STRUCTURAL ENGINEER:GLANCY ENGINEERING2928 N 44TH LANEPHOENIX, AZ 85031 S2.0

STRUCTURAL ELEVATIONS & DETAILS

W10x12

W10x12

W10x12

C8x2.5x16 Ga C8x2.5x16 Ga

C8x2.5x14 Ga

C8x2.5x14 Ga

C8x2.5x14 Ga

C8x2.5x14 Ga

C8x2.5x14 Ga

C8x2.5x14 Ga

C8x2.5x14 Ga

C8x2.5x14 Ga

C8x2.5x16 Ga C8x2.5x16 Ga

W10x12

All Girts Z8x2.5x16 Ga

All Girts Z8x2.5x16 Ga

112

112

112

8/08/14

See Architectural Drawings for Information Not Shown

9

6S1

8S1

8S1

1/2" A307

W16x31

W14x30

1/4"

3/8" Stf NS & FS

3/8" Pl - Notch for Extension

3 3/8

3 3/8

1'-0 1/8"

7/8" A3253-1/2" Ga.

3/4" Pl x 6 3/4" x 1'-9 3/4"

1/4" Pl x 6 x 6

1/4"1/4"

3/8"3/8"

3/8"45

FRAME HAUNCH9

9

Sim.

W10 X 12

L2x2x16 Ga

Z8

Z8

3/16 PL x 6 x 7

3/16 PL x 3 x 6

2 @ #12 SDS Ea End

5/8" A3252 1/4" Ga.

2 5/8"

2 5/8"

7 1/8"

1/4" Pl x 6 x 6

1/4" Pl x 5 - Notch for Extension

1/2" A307

1/4" Stf NS & FS

W10x12

W10x121/2" Pl x 5 x 1'-2 1/4"

1/4"1/4"

3/16"3/16"

3/16"

FRAME HAUNCH10

10

W10 X 12

3/16" STF NS & FS

3/16 PL x 3 x 6

C8

1/2" A307

3/16"

3/16"

JAMB TO RAFTER11

11

GIRTS AT CORNER12

10Sim.

8S1

Sim.

12

C8

1/8" BENT PL

Z8Z8 or C8

2 21

2

22

2 1

1

5

Girts at CEE Column13

1/2" Ø A307

13

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AS NOTED

Surprise, AZ 8537910922 N. 153 Ln.

Prescott, AZ 86301611 West Delano Ave

(928) 443.7353 #14083Project

(623) 444-6143

ME

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EXHAUST DUCTMATERIAL SCHEDULE

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(928) 443.7353 #14083Project

(623) 444-6143

MEC

HA

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SCH

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EXHAUST FAN SCHEDULE

UNIT HEATER SCHEDULE

ELECTRIC HEATER SCHEDULE

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(928) 443.7353 #14083Project

(623) 444-6143

MEC

HA

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DE

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S

GAS FIRED UNIT HEATER

CEILING MOUNTEDEXHAUST FAN DETAIL

VEHICLE EXHAUST DETAIL #2

VEHICLE EXHAUST DETAIL #1

AVOIDPREFERRED

AVOIDACCECPTABLEPREFERRED

EXHAUST DUCT BRANCH ENTRIES

ECCENTRIC REDUCERCENTERLINE REDUCER

EXHAUST DUCT REDUCERS

KEYNOTES

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Surprise, AZ 8537910922 N. 153 Ln.


(928) 443.7353 #14083Project

(623) 444-6143

PLU

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N &

SC

HEM

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ELECTRIC WATER HEATER DETAIL

A R

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Surprise, AZ 8537910922 N. 153 Ln.


(928) 443.7353 #14083Project

(623) 444-6143

ELECTRIC WATER HEATER SCHEDULE

REMARKS

FIXTURE CONNECTION SCHEDULEMARK DESCRIPTION W V CW HW

PLUMBING FIXTURE SPECIFICATIONSSYMBOL DESCRIPTION

PLU

MB

ING

SC

HE

DU

LES,

SPE

CS

., D

ETAI

LS

WASTEF.U. EACH

FIXTURE UNIT CALCULATIONSDESCRIPTION QTY

WATERWASTEWATERTOTAL F.U.