Site Plan Review Planner's Public Hearing Report

Green Valley Bible Camp Site Plan Review – #18-272 November 21, 2018

Benton County Planning Board Benton County Development Department Ron Homeyer, Chair Planning Division Bob Bracy, Vice Chair 1204 SW 14th Street, Suite 6 Ashley Tucker, Member Bentonville, AR 72712 Stephen Torrez, Member Phone: (479) 464-6166 Rick Williams, Member Fax: (479) 464-6170 Terry Maienschein, Member E-mail: [email protected] Sean Collyge, Member

SITE PLAN REVIEW PLANNER’S PUBLIC HEARING REPORT Green Valley Bible Camp Site Plan Review 3100 Monte Ne Rd, Rogers 72758

EXECUTIVE SUMMARY

The applicant is applying for Site Plan Review to the County Planning Board with intent to implement improvements, including a 570 sq.ft. bathhouse associated with a bible camp.

In operation since 1965, Green Valley Bible Camp serves approximately 2,000 youth each summer. Most of the current structures on the 56-acre property were built in the 1980s. In 1990, the property connected to City of Rogers water utilities, and the property added a residence for a property caretaker in 1998.

The proposal includes:

- A new 570 sq.ft. bathhouse - Replacement of a large open pavilion with snack canteen (snack shop/bar). st - Hours of operation: Overnight camp from 1 full week of June through last week of July; 7am to 10pm weeknights, and until midnight on Friday nights. The camp is vacant on Saturdays and on

Sundays until 12:00 Noon.

Primary access is directly off of Hwy 94 via a recently constructed bridge. Emergency access is additionally available via El Camino Road.

1 Green Valley Bible Camp Site Plan Review – #18-272 November 21, 2018

PROJECT INFORMATION

Owner: Green Valley Bible Camp

Applicant: WER Architects

Address of subject property (as assigned): 3100 Monte Ne Rd, Rogers, AR 72758

Parcel IDs: 18-04039-000, 15-08965-000, 15-08983-000, 15-08984-000, 15-08986-000

Parcel Area: 56 +/- acres

Current Land Use(s): Institutional – youth church camp

Proposed Land Use(s): Institutional – youth church camp, expansion of which prompts Site Plan Review

Attachments: The following drawings and documents are attached:

1. Vicinity Graphics 2. Context Map 3. Staff Exhibits 4. Exhibits from Applicant

PLANNING ANALYSIS

Description of Property and Surrounding Area:

The subject property consists of a 56-acre property located southeast of Rogers, near the Hwy 94 and El Camino Road intersection. The subject owner holds a few lots of the Rancho Villa subdivision near the highway, as well as a 52-acre rural parcel. Primary vehicular access is currently provided from a private drive off Hwy 94, but access is also available via El Camino Rd. The subject parcel does not include FEMA 100-yr. floodplain nor County designated MS4 area. The immediately surrounding land uses are as follows: - North: Agricultural and Residential - East: Residential - South: Residential - West: Agricultural

Background information:

On October 24, 2018, the applicant submitted a Site Plan Review application and accompanying information. On October 30, 2018, an inter-departmental review form was sent to the following agencies: Planning Division, Health Dept., Road Dept., Building Dept., Fire Marshal, Assessor’s GIS Mapping Manager, and Benton County E-911 Administration.

The Site Plan Review application was scheduled for the November 7, 2018 Technical Advisory Committee meeting for the Benton County Planning Board.

2 Green Valley Bible Camp Site Plan Review – #18-272 November 21, 2018

TECHNICAL REVIEW OF SITE PLAN

Parcel Information: Assessment records show the one caretaker cabin. Otherwise, assessment of structures is absent as the parcel is noted as exempt from property taxes. Aerial imagery and applicant exhibit indicate many other structures and improvements present on the property.

Noticing Requirements: On November 7, 2018, the applicant submitted USPS certified mail receipts showing that written notice was sent to surrounding property owners regarding the November 21 Public Hearing.

On November 7, 2018 the applicant submitted the required photographs verifying that the required public hearing notice signage along the property’s frontage has been conspicuously posted on site.

Standard Building Setbacks: Required: Fifty (50) feet measured from the center line of the fronting road or twenty-five (25) feet from the fronting property lines, whichever is greater is required; A side and rear yard, building to property line setback of ten (10) feet is required.

Comments: It appears the existing and proposed structures meet setback requirements.

Parking Requirements:

Institutional (Day care centers):

Required: 1 space per every 2 employees + 1 additional space for every 10 children served Calculation: (34 employees = 17 spaces) + (220 beds = 22 spaces) = 39

Church:

Required: Greater of 1 per 5 seats or 1.75 per 1000sf of GFA Calculation: 350 seats / 5 = 70 spaces; or 3100sf / 1000 = 3.1. 3.1 x 1.75 = 5.4. Greater = 70

Total Parking Required: 39 + 70 = 109, inclusive of 5 ADA spaces.

Note: The revised site plan submitted meets the requirement.

Site Features - Loading area: A submitted sketch plan does not indicate a loading dock.

Site Features – Lighting: The standard note to ensure all preserved and proposed outdoor lighting is to be full cut-off is included on the plan.

Parking / Landscape Buffer: Required: Adjoining incompatible uses should be screened with landscaping, walls, berms, or similar treatments. Section 4.6.16.c states that all required vegetative screening must have a minimum height of five (5) feet. All trees should be wire basket, B & B, or container grown. Smaller flowering trees and ornamentals will be centered at four (4’) feet maximum. Coniferous trees will be centered at four (4’) feet to five (5’) feet depending on desired effect. All shrubs are to be planted in continuous planting beds. Planting beds will be mulched to a minimum depth of three (3”) inches and will be

3 Green Valley Bible Camp Site Plan Review – #18-272 November 21, 2018

maintained weed free. Plantings consisting of trees and shrubs will be a minimum of 50% coniferous plantings. All required setbacks are required to be maintained as landscaped open space, per §4.6(16).

Comment: Land Use Compatibility analysis, per sec. 6.7, shows that the proposed use is classified as ‘Institutional’, and is immediately adjacent to Residential and Agricultural. This places the proposed use as being Questionably Compatible with the residential adjacent property and Fully Compatible with the agricultural--and as such, will require some level of mitigation efforts in order to buffer the proposed commercial use. Specifically, table 6.6 (Compatibility Levels and Criteria) indicates up to 20 ft. of additional setback and buffering up to 40 ft. in depth.

Per Staff assessment, the improvement is naturally buffered via distance and wooded slopes from the adjacent residences.

Access Driveways: Required: The design and construction shall be in accordance with the standards as presented in the Benton County Road Plan.

Comment: The site fronts along state and county-maintained roadways. The applicant proposes to utilize existing access drives from the public rights-of-way.

Site Services - Drainage/ Storm water Management Plan: Required: Applicant is required to indicate on plan storm drainage infrastructure and to provide an off-site drainage study. If study indicates an increase in peak flow discharge downstream, the developer shall construct a detention facility or an alternative LID methodology that shall control the peak runoff rate. The County also recommends minimizing impervious surface to limit the need for such facilities.

Comment: The subject property is not located in an MS4 area, and the new impervious footprint proposed in relation to the existing development is very minimal.

Site Services - Solid Waste Disposal: Site plant shall clarify location of any outdoor refuse container/dumpster. Applicant confirmed Republic provides this service.

Site Services - Electrical Power Supply: The applicant confirmed Carroll Electric provides this service.

Site Services – Septic System: Required: Regardless of development size, a state-approved septic disposal method is required of all commercial and industrial developments. All disposal system criteria must meet or exceed septic requirements as established by the Arkansas Department of Health (ADH) in accordance with Act 402 of 1977 as amended.

Comment: Applicant clarified location of existing septic systems on the plan and indicated a proposed system would be reviewed by ADH.

Site Services - Water Service: Applicant confirmed City of Rogers provides this service.

Site Services - Fire & EMS: Staff not received comment from Benton County E-911 Administration.

The Benton County Fire Marshal had not provided comment at the time of this report.

4 Green Valley Bible Camp Site Plan Review – #18-272 November 21, 2018

Site Services – Hazardous Chemical Storage In accordance with §4.6. B #5, all proposed commercial and industrial developments must submit written confirmation of hazardous materials to be used and stored on-site. Documentation is to be forwarded to the County Office of Emergency Services.

The applicant submitted documentation stating no hazardous chemicals would be stored on site.

OUTSTANDING ITEMS:

1. Site Plan Revisions; a. Indicate location of dumpster or waste facility on plan, as applicable.

CONSIDERATION FOR THE BOARD:

1. Decision on the Green Valley Bible Camp SPR, #18-272, conditioned upon the following: a. Site plan revisions i. Indicate location of dumpster or waste facility on plan, as applicable. b. Project adheres to Standard Conditions.

Prepared by: Derek Linn – Senior County Planner Reviewed by: Taylor Reamer – Planning Director

5 GREEN VALLEY BIBLE CAMP 1:3,924 1 in = 327 ft

2955 SEQUOYAH DR 2775 PENNY LN 2900 SEQUOYAH DR 2950 SEQUOYAH DR BLUE RIDGE SUBDIVISION

2990 SEQUOYAH DR 3005 SEQUOYAH DR

SEQUOYAH WOODS 3000 SEQUOYAH DR 3035 SEQUOYAH DR MONTE NE RD

3075 SEQUOYAH DR 3050 SEQUOYAH DR

3251 MONTE NE RD

3106 MONTE NE RD MONTE NE RD

3100 MONTE NE RD 3300 MONTE NE RD

RANCHO VILLA UNIT 1

9660 EL CAMINO RD 72758 05007C0290K

EL EL CAMINO RD RANCHO VILLA UNIT 1

RANCHO VILLA UNIT 1 9738 MARGARITA LN

9781 EL CAMINO RD

MARGARITA LN RANCHO VILLA LOT SPLIT 1 9754 EL CAMINO RD 13240 EL MONTANO RD¯ 13258 EL MONTANO RD RANCHO VILLA UNIT 1 9776 EL CAMINO RD EL MONTANO RD 13272 EL MONTANO RD 13250 EL MONTANO RD 9780 EL CAMINO RD 9975 MARGARITA LN 13476 MARIELA CIR 13420 MARIELA CIR 13245 EL MONTANO RD RANCHO VILLA UNIT 2 MARIELA CIR MARIELA CIR

13414 MARIELA CIR 13435 MARIELA CIR 13261 EL MONTANO RD 13304 EL MONTANO RD RANCHO VILLA UNIT 1

WITSELL EVANS RASCO 112 W Center Street, Suite 410 Fayetteville, AR 72701

Phone 479-966-4477 Fax 501-374-5247 www.WERarch.com

Green Valley Bible Camp Project Statement October 24, 2018

Historic Context: Sited on 56.03 Acres, Green Valley Bible Camp has operated at this location since 1965 serving approximately 2000 youth each summer and is beginning their 54th year of summer camp sessions. Prior to several local churches of Christ purchasing the land for operation as a Church Camp it was the Monte Ne hunting camp that offered lodging and big game hunting for a fee though none of those structures remain. The current structures have been developed over the years beginning with quonset huts from Ft Sill, OK in the 1960’s which were replaced in the 1980’s with concrete and wood structures. Additions and renovations were completed through early 2000 including the addition of water from the City of Rogers in 1990 and a Home for a caretaker in 1998 to reduce vandalism over the winter.

Land Use: The Land Use of the camp is most closely defined as a Church with a Day Care component. While it is not strictly a day care, some of the aspects of a day care closely associated with the day camp yield the appropriate compatibility and parking calculations rather than using gross area of a Church. To clarify the calculation assumptions day campers may begin attending after first grade until they turn 11 and overnight campers may begin at age 11 until the summer following their last year of high school. Because of the age spectrum there are very few drivers other than staff and most arrive by Bus/Van. Retreats run intermittently over the weekend and are small groups of older Teens and Adults.

Proposal: This proposal is to replace a bathhouse that and is too small for current operations. It includes the demolition of a small pavilion (class site) and construction of a new bathhouse on that building pad. Additionally, the project will demolish and replace the existing pavilion and snack canteen that was added onto in 1992 and is subject to flooding at its current elevation but it will maintain the existing footprint due to site constraints (not subject to planning). Long term plans include the addition of a men’s bathhouse and lodge to replace the dining hall for extended weekend retreats but those are beyond the project planning scope at this time.

Hours of Operation: Overnight camp sessions run from the first full week of June until the last week of July. Day Camp runs simultaneously from the second week of June until the last week of July. The camp would like to expand its hours to offer year round retreats over weekends in the future but plans are not final at this time. During the week daytime activities begin at 7:00am with breakfast and end at approximately 10:00 pm on weeknights and midnight on Friday. The camp is vacant Saturday for cleaning until Sunday afternoon between noon and 4:30 pm. Day camp operates from 8:30 am to 4:30pm Monday through Friday. Day Camp has capacity to serve approximately the same number of Day Campers during the week.

Compatibility: The site predates the existence of homes in the area and is a summer retreat in a secluded valley surrounded by trees, ridges and bluffs. The west the site is bordered by Agricultural land, a tree line and 100-foot-wide utility easement buffers the camp from the adjacent agricultural land. The east and north side is bordered by Arkansas Highway 94 and a very steep hillside with bluffs makes additional adjoining development undesirable. To the east several rural subdivisions have begun developing over the years until 2008 and they are buffered by distance, ridgelines, dense vegetation and have coexisted for decades. The camp is sited in a valley and the ridgelines that makeup the surrounding hillside are contained within the boundaries of the property so adjoining parcels do not have direct visibility or access into the camp providing it with a natural buffer.

Access: Current access is from Highway 94 via a bridge to a gated entrance. The bridge was replaced in June 2018 after an accident not related to the camp however, the bridge that was re-constructed is not wide enough to serve semi-tractor or two-way traffic entering the site and future plans include moving the entrance to the east where better visibility may be obtained at the entrance and traffic will be separated from the center of the camp. A secondary entrance is available via El Camino Road for emergency egress. Deliveries to the Kitchen are made by a WB-40 or smaller town cab truck.

Septic: Septic fields for each bathhouse, pool and kitchen are self-contained and functionally reviewed annually by the health department as part of the kitchen and pool certification process. This project will abandon one septic system for the existing bath house and install a new system to be permitted by AHD.

Services: Utility services will not change except that gas has been brought to the site by Black Hills Energy and these will be the first structures connected to the new gas line. Water is provided by the City of Rogers. Waste is collected by Republic, Electricity is provided by Carrol Electric, Liquid Propane is provided by Shores Propane.

Drainage: The site is directly adjacent to the primary floodway of Beaver Lake on the east side of Ro-Lynn Drive. While the camp is not in the flood plain or flood way it receives an ever increasing amount of runoff from the Residential development to the north which is why the Pavilion is being raised and rebuilt. No storm water retention on site is planned or warranted due to the near proximity to the discharge point.

J Ashley Tucker, AIA. LEGEND

12 BEDROOM CABIN 24 BEDROOM CABIN APARTMENT 2 BEDROOM NEW BUILDINGS BUILDINGS SUPPORT PARKING SEPTIC 18 LN. MARGARITA 12

MONTE NE RD. 25 18 10 10 5 ADA PARKING SPACES PARKING ADA 5 LOADING ZONE 6 6 PROPOSED HOUSE BATH 4 PROPOSED PAVILION GREEN VALLEY BIBLE CAMP GREEN VALLEY EXISTING PARKING SUMMARY PARKING OFF. IN ACCORDANCE W/ IESNA IN OFF. ALL LIGHTS SHALL BE FULL CUT CUT BE FULL LIGHTS SHALL ALL 50 FT 100 FT 150 FT 200 FT 250 FT TOTAL REQUIRED: TOTAL PER 5 SEATS CHURCH , 1 SPACE PER 10 CHILDREN CARE, 1 SPACE DAY PER 2 EMPLOYEES EMPLOYEES, 1 SPACE SPACES TOTAL ADA, 2% OF PROVIDED TOTAL = 70 SPACES CHURCH, 350 SEATS CARE, 220 BEDS = 22 SPACES DAY CARE, 34 EMPLOYEES=17 SPACES DAY = 109 SPACES TOTAL = 5 SPACES ADA PROJECT LOCATION MAPS

VACINITY MAP PROJECT SITE

GREEN VALLEY BIBLE CAMP BATH HOUSE

PR E I HEREBY CERTIFY THATDE THESEL PLANS & SPECIFICATIONS HAVE BEEN PREPARED BY ME, OR UNDER IMYMA DIRECT SUPERVISION. I CERTIFY THAT TO 3100 MONTE NE ROAD THE BEST OF MY KNOWLEDGE,SIGN THESE PLANS & SPECIFICATIONS ARE AS REQUIRED BY LAW & IN COMPLIANCER WITH THE ARKANSAS FIRE PREVENTION CODE FOR THE STATE OF ARKANSAS.Y

PRELIMARY DESIGN John Langham, A.I.A. Issue Date

Architect CIVIL STRUCTURAL MEP WER Northwest Arkansas McMlelland Consulting Engineers, Inc Marc Barry Engineering HP Engineering, Inc 112 W Center Street, Ste. 410 1810 N College Ave 300 N. 2nd Street, Ste. B 5214 West Village Parkway, Ste. 120 Fayetteville, Arkansas 72701 479.966.4477 Fayetteville, Arkansas 72703 Rogers, Arkansas 72756 Rogers, Arkansas 72758 www.WERarch.com 479.443.2377 479.936.7600 479.899.6370 www.mce.us.com www.mbepc.com www.hpengineeringinc.com Copyright 2018

INDEX OF DRAWINGS

A0.01 GENERAL INFORMATION A1.01 FLOOR PLANS A2.01 EXTERIOR ELEVATIONS & SECTIONS A6.03 DOOR SCHEDULE [email protected] GREENVALLEY PAVILION AND BATHHOUSE GREENVALLEY C:\Users\dtenorio.WERARCHITECTS\Documents\GRNVLY18.00_BATHHOUSE AM 10:23:38 10/19/2018 ABC DEFG HJ K L M N P

1 DRAWING ABBREVIATIONS AB Anchor Bolt LL Live Load BUILDING CODE ANALYSIS ACS Architectural Cast Stone LLH Long Leg Horizontal FLOOR PLAN LEGEND ACT Acoustical Ceiling Tile LLV Long Leg Vertical AD Area Drain LOC Location GREEN VALLEY PROJECT DESCRIPTION ADD Addendum LP Low Point INTERNATIONAL BUILDING CODE 2012 ED ADD’L Additional LT Light ARKANSAS FIRE PREVENTION CODE 2007 ED COLUMN GRID ADJ Adjacent LVT Luxury Vinyl Tile 0 1 BIBLE CAMP ARKANSAS GAS CODE A100 A1 ELEVATION TAG AFF Above Finished Floor LWC Lightweight Concrete ARKANSAS STATE PLUMBING AND GAS CODE AGGR Aggregate MAS Masonry BATH HOUSE ARKANSAS MECHANICAL AND GAS CODE ALUM Aluminum MAT'L Material 2 ARKANSAS ELECTRICAL CODE SIM ALT Alternate MAX Maximum NFPA 101 THE LIFE SAFETY CODE 2012 ED 1 DETAIL NUMBER ANOD Anodized MBL Marble 1A PARTITION TYPE 3100 MONTE NE ROAD A101 SHEET LOCATION AP Access Panel MECH Mechanical APPROX Approximate MEMB Membrane Architect 1. OCCUPANCY CLASSIFICATION: ARCH Architectural MFG Manufacturer TA-1 TOILET ACCESSORY TYPE WER Northwest Arkansas 1.1 MAIN OCCUPANCY: BUSINESS; GROUP B (SECTION 304) AWP Acoustical Wall Panel MISC Miscellaneous VIEW NUMBER / SHEET LOCATION 112 W Center Street Ste. 410 1.2 SECONDARY OCCUPATION: N/A 1 / A101 BB Bulletin Board MO Masonry Opening Fayetteville, Arkansas 72701 BUILDING IS SPRINKLED B.M. Bench Mark MOD BIT Modified Bitumen 479.966.4477 101 DOOR NUMBER BD Board MOD Modified www.WERarch.com 2. ALLOWABLE HEIGHTS AND AREAS: BETW Between MSL Mean Sea Level TYPE-IIIB CONSTRUCTION SIM BF Backface MTL Metal 2 Copyright 2018 1 SECTION NUMBER BG Bumper Guard MW Microwave AL-XX FRAME TYPE CIVIL CONSTRUCTION TYPE IIIB A101 SHEET LOCATION BL Bed Locator N/A Not Applicable 2.1 ALLOWABLE HEIGHT: (65 FT. (5 STORIES) (TABLE 503) NA Not Available McMlelland Consulting Engineers, Inc 3 BL Building Line 2.2 ALLOWABLE AREA PER FLOOR: 19,000 sq.ft. (TABLE 503) BLDG Building NIC Not in Contract 1810 N College Ave 2.3 HEIGHT MODIFICATIONS: NOM Nominal Fayetteville, Arkansas 72703 1 REVISION TAG BLKG Blocking 479.443.2377 2.4 AREA MODIFICATIONS: 71,250 sq.ft. (SECTION 506) BM Beam NS Near Side www.mce.us.com 2.5 MAXIMUM ALLOWABLE BUILDING (TABLE 503) Level Name REFERENCE ELEVATION BOT Bottom NTS Not to Scale Elevation FEC BR Bumper Rail NWC Normal Weight Concrete STRUCTURAL 3. ACTUAL BUILDING CHARACTERISTICS FIRE EXTINGUISHER CABINET BRD Marker Board/ Chalk Board OA Over All Marc Barry Engineering 3.1 SQUARE FOOTAGE* BRG Bearing OC On Center 300 N. 2nd Street, Ste. B 3.1.1 FIRST FLOOR: 2,656sq.ft. (CLASSROOM RENOV.) OD Outside Diameter Rogers, Arkansas 72756 1i CEILING MATERIAL BRK Brick 3.1.2 SECOND FLOOR: N/A BSMT Basement OD Overflow Drain 479.936.7600 1'-0" A.F.F. F.E. (*MEASURED TO INSIDE FACE OF EXTERIOR WALL) (SECTION 503.1) CEILING HEIGHT FIRE EXTINGUISHER BU ROD Back-Up Rod OFCI Owner Furnished, Contractor Installed www.mbepc.com 4 3 3.2 BUILDING HEIGHT: N/A (SECTION 503.1) BUR Built-Up Roof OFOI Owner Furnished, Owner Installed MEP BW Bearing Wall OH Opposite Hand B.B. BULLETIN BOARD HP Engineering, Inc 4. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS TYPE V-B CONSTRUCTION (TABLE 601) C Compact Parking Space OPNG Opening 5214 West Village Parkway, Ste. 120 4.1 STRUCTURAL FRAME 0 HR [RATED/NON-RATED] (TABLE 601) ROOM ROOM NAME CDR Card Reader OPP Opposite Rogers, Arkansas 72758 4.2 BEARING WALLS OSF Outside Face 100 ROOM NUMBER C.G. CORNER GUARD CEM Cement 479.899.6370 4.2.1 EXTERIOR 0 HR [RATED/NON-RATED] (TABLE 601) CGD Corner Guard PL Plastic Laminate www.hpengineeringinc.com 4.2.2 INTERIOR 0 HR [RATED/NON-RATED] (TABLE 601) CJ Control Joint PC Precast Concrete 4.3 EXTERIOR NON-BEARING WALLS & PARTITIONS 0 HR [RATED/NON-RATED] (TABLE 602) CL Center Line PCF Pounds per Cubic Foot 4.4 INTERIOR NON-BEARING WALLS & PARTITIONS 0 HR [RATED/NON-RATED] (TABLE 601) CLG Ceiling PCT Porcelain Tile 4.5 FLOOR CONSTRUCTION 0 HR [RATED/NON-RATED] (TABLE 601) CLR Clear PENT Penthouse 5 4.6 ROOF CONSTRUCTION 0 HR [RATED/NON-RATED] (TABLE 601) CMB Concrete Masonry Base PL Property Line 4 CMTS Cementitious PL Plate 5. FIRE RESISTANCE RATING OF EXTERIOR WALLS** (TABLE 602 & 705.8 AND SECTION 705.8) CMU Concrete Masonry Unit PLUMB Plumbing (**SEE TABLES FOR CONSTRUCTION TYPES AND OCCUPANCY TYPES) COL Column PLYWD Plywood 5.1 NORTH WALL > 30FT TO ASSUMED PROPERTY LINE 0 HR - NO LIMIT ON UNPROTECTED OPENINGS COMM Communications PP Push Plate 5.2 SOUTH WALL > 30FT TO ASSUMED PROPERTY LINE 0 HR - NO LIMIT ON UNPROTECTED OPENINGS MATERIALS LEGEND CONC Concrete POL Polished 5.3 WEST WALL > 30FT TO ASSUMED PROPERTY LINE 0 HR - NO LIMIT ON UNPROTECTED OPENINGS CONN Connection PORT CEM Portland Cement 5.4 EAST WALL > 30FT TO ASSUMED PROPERTY LINE 0 HR - NO LIMIT ON UNPROTECTED OPENINGS CONST Construction PR Pair CONT Continuous PREFAB Prefabricated 6. GENERAL MEANS OF EGRESS REQUIREMENTS CONCRETE COORD Coordinate PRP Plastic Resin Panel 6.1 OCCUPANCY COUNT (VARIES) (TABLE 1004.1.2) CORR Corridor PSF Pounds per Square Foot 5 6.1.1 BUSINESS AREAS CLASSROOM 105 (1,077 SF @ 100 SF/PERSON GROSS) CPT Carpet PSI Pounds per Square Inch OCCUPANTS: 11 WOOD PANELING (ELEVATION) CR Crash Rail PT Point 6 6.1.2 BUSINESS AREAS CLASSROOM 109 (1,579 SF @ 100 SF/PERSON GROSS) CRJ Construction Joint PTB Porcelain Tile Base OCCUPANTS: 16 CRT Ceramic Tile PTD Painted SOIL/ EARTH CSK Countersunk R Riser TOTAL BUILDING OCCUPANCY: CTD Centered RAD Radius 6.2 MAXIMUM DISTANCE OF TRAVEL: SPRINKLED 300 FT (TABLE 1016.2) CTR Center RAF Rubberized Asphalt Flashing 6.3 EGRESS WIDTH PER OCCUPANT RAM Rubberized Asphalt Membrane GYP. BOARD CW Curtain Wall 6.3.1 STAIRWAYS: 0.3" / OCCUPANT (SECTION 1005.3.1) D Depth RAU Rubberized Asphalt Underlayment 6.3.2 OTHER EGRESS COMPONENTS: 0.2" / OCCUPANT (SECTION 1005.3.2) DBA Deformed Bar Anchor RB Rubber Base 6 6.4 CORRIDOR FIRE-RESTISTANCE RATING: NON-RATED - 0 HR (TABLE 1018.1) DET Detail RBB Rubber Base 6.5 MAXIMUM DEAD-END CORRIDOR: 50 FT. (SECTION 1018.4) STEEL / METAL DF Drinking Fountain RBT Rubber Tile 6.6 MAXIMUM OCCUPANCY LOAD WITH ONE MEANS OF EGRESS: 49 (TABLE 1015.1) DIA Diameter RCP Reflected Ceiling Plan PLYWOOD OR EXTERIOR DIAPH Diaphragm RD Roof Drain SHEATHING DIM Dimension REBAR Reinforcing Bar DISP Dispenser RECP Receptacle 7 DJ Deflection Joint REF Refer or Reference RIGID INSULATION DK Desk REINF Reinforcing DL Dead Load RELOC Relocate/ Relocated OWNER DN Down REQ'D Required 7 Client Name BATT INSULATION DS Down Spout RFVC Recessed Fire Valve Cab DS Dishwasher RM Room DWG Drawing RO Rough Opening Client Address BRICK VENEER DWGS Drawings SAB Sound Attenuation Blanket Client City, State ZIP DWLS Dowels SBC Standard Building Code ###.###.##11 EA Each SCHED Schedule www.client.com 8 EF Each Face SDL Superimposed Dead Load EIFS Exterior Insulation and Finish System SECT Section EJ Expansion Joint SHT Sheet Seal EL Elevation SHWR Shower 8 ELEC Electric SIM Similar PR ELEV Elevator SLC Sealed Concrete E EQ Equal SO Structural Opening DE L EQUIP Equipment SOG Slab on Grade IMA ESC Escalator SP Stand Pipe SIGN EW Each Way SPA Space or Spacing R EWC Electric Water Cooler SPEC Specification Y EXP BLT Expansion Bolt SQ Square EXT Exterior SSC Solid Surface FD Floor Drain SS Stainless Steel 9 9 FDN Foundation STA Station FE Fire Extinguisher STC Sound Transmission Class FEC Fire Extinguisher Cabinet STC Stained Concrete PRELIMARY DESIGN LIFE SAFETY LEGEND FF Finish Floor STD Standard FHC Fire Hose Cabinet STIFF Stiffener FIN Finish STIR Stirrup Key Plan EGRESS DISTANCES FLR Floor STL Steel I HOUR WALL FMH Fume Hoods STRUC Structural PATH ID EXIT PATH DISTANCE FOS Face of Stud SWC Specialty Wall Covering FS Far Side SYM Symmetrical A48' - 9" 2 HOUR WALL B51' - 6" FT Foot SVL - Sheet Vinyl FTG Footing SYS System FIRE EXTINGUISHER PATH FV Field Verify T Tread 10 FVC Fire Valve Cabinet T&B Top and Bottom 10 FXS Fixed Seating TB Twin Bed EGRESS PATH GA Gauge TC Top of Curb A B GALV Galvanized TEL Telephone GB Grade Beam TEMP Temperature FEC FIRE EXTINGUISHER GDC Ground Concrete TH Threshold No. Issue Date CABINET A B GEN General THK Thick GFRC Glass-Fiber Reinforced Concrete TLP Toilet Partition FE BRACKET MOUNTED GI Galvanized Iron TLT Toilet A B FIRE EXTINGUISHER GL Glass TOB Top of Beam GLS Glass Mosaic Tile TOC Top of Concrete GND Ground TOF Top of Footing F.E (CLASS BRACKET MOUNTED GRG Glass- Reinforced Gypsum TOP Top of Parapet GRT Grout TOS Top of Slab 11 K) CLASS K FIRE 11 EXTINGUISHER GYP BD Gypsum Board TOSTL Top of Steel HB Hose Bib TRZ Poured Terrazzo A B HDW Hardware TT Treatment Table EXIT SIGN - HATCH HDWD Hardwood TW Top of Wall INDICATES DIRECTION HK Hook TYP Typical HM Hollow Metal UNO Unless Noted Otherwise HOR Horizontal VAR Varies HP High Point VCT Vinyl Composition Tile XX OCCUPANT COUNT HR Hour VERT Vertical TRIANGLE HS Headed Stud VEST Vestibule Job No. HSKP Housekeeping VIF Verify In Field HT Height VWC Vinyl Wall Covering GREENV18.00 HW Hand Wash W/ With Date A B C D E F G GENERAL HNOTES: J K L M N P ID Inside Diameter W/O Without Issue Date IM Ice Machine W Width Title F.E.C = RECESSED FIRE EXTINGUISHER CABINET INSUL Insulation W.P. Waterproof(ing) F.E = BRACKET MOUNTED FIRE EXTINGUISHER INT Interior WD Wood IPC Interior Paint Color WDM Wood Millwork IPT Interior Paint WF Wide Flange GENERAL JT Joint WL Wind Load GROUND FLOOR - LIFE SAFETY K Kips (1000 LB) WKS Walk Off System 1 SheetINFORMATION No. 3/16" = 1'-0" KO Knock-Out WNB Window Blinds KP Kickplate WP Work Point KPD Keypad WT Whirlpool Tub KSP Kips Per Square Foot WWF Welded Wire Fabric L Angle LAV Lavatory LG Long LKB Lockable A0.01 LKR Locker GREENVALLEY PAVILION AND BATHHOUSE GREENVALLEY C:\Users\dtenorio.WERARCHITECTS\Documents\GRNVLY18.00_BATHHOUSE [email protected] AM 10:23:46 10/19/2018 ABC DEFG HJ K L M N P

5 A2.01 GREEN VALLEY

1 BIBLE CAMP BATH HOUSE 2 3100 MONTE NE ROAD

Architect WER Northwest Arkansas 112 W Center Street Ste. 410 Fayetteville, Arkansas 72701 479.966.4477 www.WERarch.com

CIVIL McMlelland Consulting Engineers, Inc 3 1810 N College Ave Fayetteville, Arkansas 72703 479.443.2377 www.mce.us.com

3 STRUCTURAL Marc Barry Engineering A2.01 300 N. 2nd Street, Ste. B Rogers, Arkansas 72756 479.936.7600 www.mbepc.com 4 3 MEP HP Engineering, Inc 5214 West Village Parkway, Ste. 120 Rogers, Arkansas 72758 1 1/2" / 12" / 1/2" 1 479.899.6370 1 1/2" / 12" / 1/2" 1 www.hpengineeringinc.com

5 4

7 OWNER ROOF 7 Client Name 2 1/4" = 1'-0" Client Address 43'-0 3/8" Client City, State ZIP ###.###.##11 10'-2" 26'-8 3/8" 6'-2" www.client.com 8 5 Seal A2.01 8 PR E DE L IMA SIGN R Y

6'-8" MECH STORAGE 9 101 102 9 PRELIMARY DESIGN 101 102

Key Plan 3 A2.01 6'-8"

10 10

BATHROOM 100 100A 100B 28'-0" No. Issue Date 7'-5"

11 11 7'-3" Job No. GREENV18.00 Date A B C D E F G H J K L M N P Issue Date Title

GROUND FLOOR 1 1/4" = 1'-0" SheetFLOOR No. PLANS A1.01 GREENVALLEY PAVILION AND BATHHOUSE GREENVALLEY C:\Users\dtenorio.WERARCHITECTS\Documents\GRNVLY18.00_BATHHOUSE [email protected] AM 10:23:48 10/19/2018 ABC DEFG HJ K L M N P

GREEN VALLEY 5 A2.01 1 BIBLE CAMP 3 A2.01 BATH HOUSE 2 ROOF ROOF 3100 MONTE NE ROAD 1 1/2" / 12 12'-0" 12'-0" " Architect WER Northwest Arkansas 112 W Center Street Ste. 410 Fayetteville, Arkansas 72701 479.966.4477 www.WERarch.com

CIVIL McMlelland Consulting Engineers, Inc 3 1810 N College Ave Fayetteville, Arkansas 72703 479.443.2377 www.mce.us.com STRUCTURAL Marc Barry Engineering 300 N. 2nd Street, Ste. B Rogers, Arkansas 72756 479.936.7600 GROUND FLOOR GROUND FLOOR www.mbepc.com 4 3 0" 0" MEP HP Engineering, Inc 5214 West Village Parkway, Ste. 120 Rogers, Arkansas 72758 479.899.6370 SOUTH ELEVATION EAST / WEST ELEVATION www.hpengineeringinc.com 1 1/4" = 1'-0" 4 1/4" = 1'-0"

5 4

5 5 A2.01 7 3 A2.01 6 A2.01

ROOF ROOF 2" 12'-0" 12'-0" 1 1/2" / 1

6 6 A2.01 3'-4"

7 5 1/2" 1'-8 1/4" 1'-8 OWNER 7 Client Name 4'-0" 8'-0" Client Address Client City, State ZIP ###.###.##11 www.client.com 8 GROUND FLOOR GROUND FLOOR 2'-0" 0" 0" Seal 8 PR E NORTH ELEVATION 2 BUILDING SECTION DE L 1/4" = 1'-0" 5 IMA 1/4" = 1'-0" SIGN R Y

9 ROOF ROOF 9 12'-0" 12'-0" PRELIMARY DESIGN

Key Plan STANDING SEAM METAL ROOF

5 10 A2.01 10

STANDING SEAM METAL ROOF WOOD ROOF STRUCTURE - SEE STRUCTURAL No. Issue Date ROOF WOOD ROOF STRUCTURE - SEE 12'-0" STRUCTURAL

METAL WALL PANEL

1 1/2” RIGID INSULATION

11 1/2" PLYWOOD 11

2X4 WOOD STUDS 5/8" TYPE 'X' GYPSUM WALLBOARD - 5/8" TYPE 'X' GYPSUM WALLBOARD - SEE FINISH SCHEDULE FOR FINISH SEE FINISH SCHEDULE FOR FINISH 3'-0" 1X4 WOOD FURRING 2X6 WOOD STUDS 8" LIGHTWEIGHT FILLED CELLED 8" CONCRETE MASONRY UNITS (CMU) 8" LIGHTWEIGHT FILLED CELLED Job No. CONCRETE MASONRY UNITS (CMU) GREENV18.00

2'-10" Date GROUND FLOORA B C D E F G H J K L M N 1X4P WOOD FURRING 0" Issue Date GROUND FLOOR GROUND FLOOR Title 0" 0" EXTERIOR ELEVATIONS & BUILDING SECTION WALL SECTION WALL SECTION 3 6 7 SECTIONS 1/4" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" Sheet No. A2.01 GREENVALLEY PAVILION AND BATHHOUSE GREENVALLEY C:\Users\dtenorio.WERARCHITECTS\Documents\GRNVLY18.00_BATHHOUSE [email protected] AM 10:23:52 10/19/2018 ABC DEFG HJ K L M N P

Finish Schedule FINISH SCHEDULE LEGEND GREEN VALLEY ACF ACOUSTICAL FABRIC ACT ACOUSTIC CEILING TILE BIBLE CAMP Accent Finishes BRD MARKER BOARD/ CHALKBOARD 1 CGD CORNER GUARD Room North South East West CPT CARPET BATH HOUSE 2 Number Room Name Floor Finish Base Finish Wall Finish Wall Wall Wall Wall Comments CRT CERAMIC TILE CTB CERAMIC TILE BASE EPC EPOXY RESIN COUNTER SURFACE 3100 MONTE NE ROAD EPX EPOXY RESINOUS FLOORING Architect 100 BATHROOM SLC CMU CMU EXS EXISTING FINISH 101 MECH SLC CMU FMH FUME HOODS WER Northwest Arkansas FXS FIXED SEATING 112 W Center Street Ste. 410 Fayetteville, Arkansas 72701 102 STORAGE SLC CMU GDC GROUND CONCRETE 479.966.4477 GRT GROUT www.WERarch.com Grand total: 3 HPL PLASTIC LAMINATE IPT INTERIOR PAINT 2 Copyright 2018 IPX INTERIOR EPOXY PAINT NOTES: LVT LUXURY VINYL TILE CIVIL 1. SEE INTERIOR ELEVATIONS & REFLECTED CEILING PLANS FOR FULL EXTENT & LOCATION OF MATERIALS MBL MARBLE McMlelland Consulting Engineers, Inc 3 2. SPECIFIC COLORS & PATTERNS TO BE PROVIDED IN SPREADSHEET FORMAT PENDING CLIENT APPROVAL PCT PORCELAIN TILE 1810 N College Ave PRP PLASTIC RESIN PANEL Fayetteville, Arkansas 72703 PTB PORCELAIN TILE BASE 479.443.2377 RBB RUBBER BASE www.mce.us.com RBT RUBBER TILE STRUCTURAL SDC STATIC DISSIPATIVE CONCRETE Marc Barry Engineering SDT STATIC DISSIPATIVE TILE 300 N. 2nd Street, Ste. B SLC SEALED CONCRETE Rogers, Arkansas 72756 SPF SPORTS FLOOR 479.936.7600 SSC SOLID SURFACE www.mbepc.com 4 SWC SPECIALTY WALL COVERING 3 MEP TLP TOILET PARTITION HP Engineering, Inc VCT VINYL COMPOSITION TILE 5214 West Village Parkway, Ste. 120 VWC VINYL WALL COVERING Rogers, Arkansas 72758 WDF WOOD FLOORING 479.899.6370 WDM WOOD MILLWORK www.hpengineeringinc.com WKM WALK-OFF MAT WNB WINDOW BLINDS

5 4

7 Door Schedule OWNER 7 Client Name DOOR FRAME Client Address Size Details Client City, State ZIP ###.###.##11 Door Door Frame Head Jamb Sill Hardware www.client.com 8 Number Type Material Width Height Thickness Type Detail Detail Detail U.L. Label Set Comments Seal 101 A STL 3'-0" 7'-0" 1 3/4" HM-1 102 A STL 3'-0" 7'-0" 1 3/4" HM-1 8 PR 100A A STL 3'-0" 7'-0" 1 3/4" HM-1 E DE L 100B A STL 3'-0" 7'-0" 1 3/4" HM-1 IMA SIGN R Y

9 9 PRELIMARY DESIGN

Key Plan

10 10

No. Issue Date

CMU BOND BEAM SEE HM - HOLLOW METAL STRUCTURAL FOR REINFORCING SEE PARTITON SCHEDULE DOOR TYPES SEE SCHEDULE FOR OVERALL FRAME TYPES JAMB ANCHORS, MIN. 3 FOR THROAT SIZE DIMENSIONS & DOOR MATERIAL AL - ALUMINUM PER\JAMB 1/4" = 1'-0" 1/4" = 1'-0"

E 11 FINISH FACE OF WALL SCWD - SOLID CORE WOOD 11 S HM - HOLLOW METAL HOLLOW METAL FRAMES U IN PERPENDICULAR

O BACKER ROD AND SEALANT CONDITION ALUM - ALUMINUM H FINISH FACE OF WALL 2" 4" (U.N.O.) STL - STEEL

H CMU

T SEE SCHED

E HOLLOW METAL DOOR HEAD 2

_ UNLESS NOTED OTHERWISE,

Z 0 5/8" GYP. BD. -

I . FILL FRAMES FULL WITH

8 (SEE PARTITION SCHEDULE) S

C 1 GROUT, TYPICAL FILL FRAMES FULL WITH

A L GROUT, TYPICAL DOOR. SEE 1/2" N

O V Job No.

MTL STUD BOX HEADER O

N HOLLOW METAL SCHEDULE I

R DOOR, SEE SCHED. 1/2" TYP. AT ALL HEADERS I

G 3 ANCHORS PER GREENV18.00

DOOR JAMB

R t JAMB MIN. Date

n DOOR, SEE SCHED. O

E 2"

A B C D E F G H J KP L M N P e

EQ. 5 3/4" EQ. HOLLOW METAL DOOR S HOLLOW METAL

E EQ. 5 3/4" EQ. SEE SCHED Issue Date U

t u FRAME

DOOR FRAME E

v c Title

2 D HOLLOW METAL

DOUBLE STUDS /

T S FRAME BEYOND

. DOOR, (SEE DOOR

a UNLESS NOTED OTHERWISE,

SCHEDULE)

D 5/8" GYP. BD. SEE PARTITION

h SCHEDULE A B

A H

HM-1

C FLUSH VISION GLASS DOOR SCHEDULE

N a Sheet No.

M NOTE: AT MASONRY OPENINGS PROVIDE 4" HEAD

@ HOLLOW METAL HEAD @ CMU HOLLOW METAL JAMB @ CMU HOLLOW METAL HEAD DETAIL HOLLOW METAL JAMB DETAIL

A A12 B12 E12 H12

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

/ e A6.03

N 1

: E

G C C 1