Spring Creek Custom Machining Site Plan Review – 19-218 October 16, 2019 2 PROJECT INFORMATION Owner: Carl Potter Applicant: Spencer Cox – Owner of Spring Creek Machining Address of subject property (as assigned): 1519 E Apple Blossom Ave. Parcel IDs: 18-02887-004 Parcel Area: 17 /- acres Current Land Use : Agricultural ...
Spring Creek Custom Machining Site Plan Review 19-218 October 16, 2019 Benton County Planning Board Ashley Tucker, Chair Stephen Torrez, Vice Chair Ron Homeyer, Member Bob Bracy, Member Rick Williams, Member Terry Maienschein, Member Sean Collyge, Member Benton County Planning Department 1204 SW 14th Street, Ste. 6 Bentonville, AR 72712 Phone: (479) 464-6166 Fax: (479) 464-6170 E-mail: taylor.reamer@bentoncountyar.gov SITE PLAN REVIEW PLANNER'S PUBLIC HEARING REPORT Spring Creek Custom Machining Site Plan Review 1519 E Apple Blossom Ave., Lowell AR 72745 EXECUTIVE SUMMARY The applicant's proposal includes developing the 17-acre property with a 24,000-sq. ft. commercial/industrial facility housing Spring Creek Custom Machining. The facility is proposed to contain office use, warehouse/storage use, and the custom machining shop. 1 Spring Creek Custom Machining Site Plan Review 19-218 October 16, 2019 PROJECT INFORMATION Owner: Carl Potter Applicant: Spencer Cox Owner of Spring Creek Machining Address of subject property (as assigned): 1519 E Apple Blossom Ave. Parcel IDs: 18-02887-004 Parcel Area: 17 +/- acres Current Land Use(s): Agricultural Proposed Land Use(s): Regional Commercial / Light Industrial: 24,000-sq. ft. custom machine shop Attachments: The following drawings and documents are attached: 1. Vicinity Graphic 2. Context Map 3. Site Aerial 4. Civil Set from Applicant PLANNING ANALYSIS Description of Property and Surrounding Area: The subject property consists of a 17-acre parcel located on the south side of East Apple Blossom Ave., approximately 0.5-mile east of Springdale/Bethel Heights city limits. Primary vehicular access is proposed via one proposed apron on Apple Blossom. The property is not located within the FEMA 100-yr. floodplain or County designated Urbanized MS4 area. The immediately surrounding land uses are as follows: - North: Single Family Residential / Agricultural - East: Agricultural - South: Agricultural - West: Single Family Residential Background information: The applicant submitted a Site Plan Review application and accompanying information meeting Staff's requirements. On September 19th, 2019, an inter-departmental review form was sent to the following agencies: Planning Department, Health Dept., Road Dept., Building Dept., Fire Marshal, Assessor's GIS Mapping Manager, City of Springdale Planning Department (courtesy review), and Benton County E-911 Administration. 2 Spring Creek Custom Machining Site Plan Review 19-218 October 16, 2019 TECHNICAL REVIEW OF SITE PLAN Parcel Information: Site inspection and research against State assessment records show the property as containing no improvements. Noticing Requirements: On October 2, 2019, the applicant submitted USPS certified mail receipts showing that written notice was sent to surrounding property owners regarding the October 16 Public Hearing. On October 2, 2019, 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 (Apple Blossom) 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: The revised site plans show the County required building setbacks. Parking Requirements: `Warehouse / Storage Use': 3,200-sq. ft. Required: 1 space per employee + 1 space per company owned vehicle OR 5 spaces per 2,000-sq. ft. Gross Floor Area Calculation: 3,200 GFA = 8 spaces Required: 8 spaces `Office Use': 6,000-sq. ft. Required: 3 spaces per 1,000-sq. ft. Gross Floor Area Calculation: 6,000 GFA = 18 spaces Required: 18 spaces `Manufacturing, Processing, Wholesale Use': 15,000-sq. ft. Required: 1 space per employee + 1 space per company owned vehicle + visitor parking OR 2 spaces per 1,000-sq. ft. Gross Floor Area Calculation: 15,000-sq. ft. = 30 spaces Required: 30 spaces Total Parking Required: 56 parking spaces, inclusive of 3 ADA compliant spaces. The revised site plans contain a Parking Table accurately detailing County parking requirements and provided parking. Site Features - Loading area: The revised site plans graphically designate areas of loading/unloading for the facility. 3 Spring Creek Custom Machining Site Plan Review 19-218 October 16, 2019 Site Features Lighting: The revised site plan provides a note that all outdoor lights will be `full cut-off lighting in accordance with IESNA standards'. 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 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 `Regional Commercial / Light Industrial', and is immediately adjacent to Residential + Agricultural uses. This places the proposed use as being Questionably Compatible `Major' with adjacent properties--and as such, will require mitigation elements in order to buffer the proposed commercial/industrial use. Specifically, table 6.6 (Compatibility Levels and Criteria) indicates 15 -20 ft. of additional setback, buffering up 25 40 feet in depth, and may require wall/fence and 2-3 tier plantings. The revised site plans include a landscaping plan on page C5.0 including Pin Oak trees along the frontage with Apple Blossom Ave., Leyland Cypress located on the eastern property line, and Eastern Redbud trees located north of the facility. The revised site plans detail `additional setback' lines, preserved `buffer areas', and adequate on-center spacing of plantings along western property line. The structure in located toward the center of the 17-acre tract leaving areas of preserved green spaces along all property lines, which shall be notated. Access Driveways/Internal Circulation: 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 a County maintained roadway. The applicant proposes to utilize one access drive from the public right-of-way. The property owner shall receive County approval for any activity or driveway connection within the County's right of way. The current site plans detail gravel drive aisles and parking areas on site. The revised site plans detail the minimum 25-ft. drive aisles and parking space curbs (or similar) for each parking space. Site Services - Drainage/ Stormwater 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 nor the FEMA designated floodplain. The current site plans contain a grading and erosion control plan on pages C2.0 and C3.0 detailing 2.20-acres of disturbance. The property owner completed ADEQ's Notice of Automatic Coverage permitting requirements including the development of a Stormwater Pollution Prevention Plan (SWPPP). 4 Spring Creek Custom Machining Site Plan Review 19-218 October 16, 2019 Based on the revised site plan submittal, the property owner proposes the installation of a main detention facility in the northwest corner of the 17-acre property. Additionally, the revised site plans include the development of a trickle channel sloped from south to north on the east side of the development area. The project engineer provided the detailed drainage analysis supporting that the development mitigates the stormwater runoff during a 10-year event. Site Services - Solid Waste Disposal: The revised site plans detail the locations of solid waste containers and the wooden fence enclosure. Site Services - Electrical Power Supply: The applicant provided written confirmation from service provider, Carroll Electric. 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: The current project proposal outlines the use of an individual septic system servicing the facility. The property owner provided a copy of ADH's approved septic system permit prior to building permit. Site Services - Water Service: The applicant shall provide written confirmation from service provider, Springdale Water Utilities. Municipal water is proposed via an 8-inch water connection to main line south-southwest of the development area located at the intersection of Hamady Place and Primrose Road. Based on the revised site plans, the project engineer details the installation of a typical fire hydrant connected to a Springdale Water Utility meter. Site Services - Fire & EMS: The Benton County Emergency 911 Administration issued the address of 1519 E Apple Blossom to the property for the proposed facility. Staff has not received comment from the County Fire Marshal. 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 property owner submitted documentation providing no hazardous chemicals are to be stored on site. 5 Spring Creek Custom Machining Site Plan Review 19-218 October 16, 2019 OUTSTANDING ITEMS: 1. The property owner shall receive Co. Road Department approval for any activity or driveway connection within the road right of way. 2. Utility and Service Letters: a. Solid waste disposal b. Water c. State Health Department Septic System approval CONSIDERATIONS FOR THE BOARD: I. Spring Creek Custom Machining Site Plan Review, case no. 19-218 conditioned upon the following; 1. The property owner shall receive Co. Road Department approval for any activity or driveway connection within the road right of way. 2. Utility and Service Letters: a. Solid waste disposal b. Water c. State Health Department Septic System approval 3. Project adheres to Standard Conditions Prepared by: Taylor Reamer Planning Director Reviewed by: Tracy Backs County Planner 6 Spring Creek Custom Machining Aerial 1519 E Apple Blossom LOWELL BETHEL HEIGHTS SPRINGDALE Subject Property SPRINGDALE ¯ 1:24,000 1 in = 2,000 ft Spring Creek Custom Machining Aerial 1519 E Apple Blossom E APPLE BLOSSOM AVE Subject Property PRIMROSE RD HAMADY PL E WHARTON RD PRIMROSE RD ¯ 1:2,400 1 in = 200 ft Spring Creek Custom Machining Aerial 1519 E Apple Blossom E APPLE BLOSSOM AVE Area of Development ¯ 1:1,200 1 in = 100 ft LARGE SCALE DEVELOPMENT PLANS FOR: SPRING CREEK CUSTOM MACHINING 1519 E APPLE BLOSSOM AVENUE Lowell, AR GENERAL NOTES: 1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 18", WHICHEVER IS LESS, CONTACT EB LANDWORKS AT 479-263-2575 PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. THE OWNER AND EB LANDWORKS ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. 3. CALL BEFORE YOU DIG AT 1-800-482-8998. 4. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF THE UNDERGROUND UTILITIES AND CONSTRUCTION STAKING ASSOCIATED WITH THE PROJECT. 5. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST. 6. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING IF NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 7. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE, ANY AND ALL COST ASSOCIATED WITH PROVIDING A PROFESSIONAL ENGINEER ON SITE IF THE CONTRACTOR DOES NOT ADEQUATELY HANDLE STORM WATER MANAGEMENT FACILITIES AND A PROFESSIONAL ENGINEER IS REQUIRED, BY A GOVERNING AGENCY DURING THE CONSTRUCTION OF SAID FACILITIES. 8. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, AND/OR RIGHTS-OF-WAY THAT MAY BE REQUIRED FOR THE SEDIMENT AND EROSION CONTROL PRACTICES AND FOR DIVERTING STORM WATER ONTO OR ACROSS ADJACENT OR DOWNSTREAM PROPERTIES. HE IS ALSO RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, AND/OR RIGHTS-OF-WAY THAT MAY BE REQUIRED FOR GRADING AND/OR WORK ON ADJACENT PROPERTIES INCLUDED IN THIS PLAN. 9. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS AND/OR RIGHTS-OF-WAY THAT MAY BE REQUIRED FOR PUBLIC WATER MAIN AND SANITARY SEWER MAIN INSTALLATION/REPAIR. 10. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO INSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED. 11. ALL SITE WORK AND CONSTRUCTION FOR THIS PROJECT SHALL BE IN CONFORMANCE WITH THE CITY OF BENTON COUNTY REGULATIONS. 12. ALL PAVEMENT STRIPING AND SIGNAGE SHALL CONFORM TO MUTCD STANDARDS AND THE DETAILS PROVIDED. 13. THE CONTRACTOR SHALL SPOIL ANY EXCESS TOPSOIL LOCATED ON THE SITE THAT IS NOT REQUIRED TO PERFORM LANDSCAPE OPERATIONS. IF SUFFICIENT TOPSOIL IS NOT PRESENT ON SITE, THE CONTRACTOR SHALL IMPORT TOPSOIL TO THE SITE IN ORDER TO COMPLETE THE LANDSCAPE OPERATIONS. THE CONTRACTOR SHALL PERFORM A SOIL TEST ON THE EXISTING AND IMPORTED TOPSOIL AND APPLY LIME AND FERTILIZER AS RECOMMENDED BY THE TESTING AGENCY. 14. CONTRACTOR SHALL FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES. CONTRACTOR SHALL NOT SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO BEGINNING NEW WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS EXPOSED PRIOR TO LAYING NEW LINES. 15. ALL CURB/ACCESSIBLE RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR THE CITY OF BENTON COUNTY STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 16. THE OWNER/DEVELOPER WILL BE RESPONSIBLE FOR OBTAINING ALL NPDES PERMITS AND FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO MEET THE NPDES STORM WATER DISCHARGE PERMIT REQUIREMENTS AND SPECIFICATIONS. THE OWNER SHALL ALSO BE FULLY RESPONSIBLE FOR ANY PENALTIES FROM THE LOCAL, STATE, OR FEDERAL AUTHORITIES AS A DIRECT OR INDIRECT RESULT OF THE IMPROPER OR INADEQUATE IMPLEMENTATION OF THE SWPPP. 17. ALL WELLS SYSTEMS (IF ANY) SHALL BE LOCATED AND ABANDONED BY A STATE-LICENSED AND BONDED DRILLER ACCORDING TO LOCAL, STATE, AND FEDERAL REQUIREMENTS. 18. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY BENTON COUNTY WATER UTILITIES. 19. DESIGN PLANS SHALL NOT BE CONSIDERED CONSTRUCTION/BID DOCUMENTS UNTIL APPROVAL IS OBTAINED FROM ALL APPLICABLE LOCAL AND STATE GOVERNING AGENCIES. 20. A BENTON COUNTY ROAD OR AHTD PERMIT IS REQUIRED FOR ALL WORK WITHIN THE RIGHT-OF-WAY. 21. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF BENTON COUNTY WATER UTILITIES AND ARKANSAS HEALTH DEPARTMENT SPECIFICATIONS. 22. THE CITY OF BENTON COUNTY STREET STANDARDS, DRAINAGE CRITERIA MANUAL, SUBDIVISION ORDINANCE, WATER, SEWER, ELECTRIC UTILITY SPECIFICATIONS AND STATE CODE SHALL GOVERN THESE PLANS. IF THERE ARE DISCREPANCIES IN THE PLANS OR INFORMATION CONTAINED WITHIN, CITY OF BENTON COUNTY ORDINANCES, STANDARDS, AND SPECIFICATIONS SHALL RULE, UNLESS APPROVED IN WRITING BY THE CITY ENGINEER. 23. TO SCHEDULE AN INSPECTION OR TEST WITH THE CITY OF BENTON COUNTY ENGINEERING DEPARTMENT, INSPECTIONS MUST BE CALLED IN (479-271-3168) BY THE ENGINEER OF RECORD 24 HOURS IN ADVANCE BEFORE 10AM FOR AN INSPECTION THE FOLLOWING DAY. 24. THE ENGINEER OF RECORD MUST CERTIFY THE SITE AND THE PROJECT MUST PASS A DEVELOPMENT FINAL SITE INSPECTION BEFORE REQUESTING A BUILDING FINAL INSPECTION. GOVERNING AGENCIES BENTON COUNTY PLANNING 1204 SW 14TH ST, STE 6 BENTONVILLE, AR 72712 CONTACT: TAYLOR REAMER TEL: (479) 464-6166 BENTON COUNTY FIRE MARSHALL 1204 SW 14TH ST BENTONVILLE, AR 72712 CONTACT: MARC TROLLINGER TEL: (479) 271-1003 CITY OF LOWELL CONSTRUCTION SERVICES DEPARTMENT 216 N. LINCOLN STREET LOWELL, AR 72745 CONTACT: MATT BAILEY TEL: (479) 770-2185 UTILITY AGENCIES GAS COMPANY BLACK HILLS ENERGY 1255 N. 13th ROGERS, AR 72756 CONTACT: KENNETH PETERS (479) 636-1759 *6021 TELEPHONE COMPANY AT&T 627 WHITE ROAD SPRINGDALE, AR 72762 (479) 442-1963 ELECTRIC COMPANY CARROLL ELECTRIC COOPERATIVE 707 SE WALTON BLVD BENTONVILLE, AR 72712 CONTACT: DEREK THURMAN (479) 273-2421 *2690 CABLE COMPANY COX COMMUNICATIONS 4901 S. 48TH ST. SPRINGDALE, AR 72762 CONTACT: DOUG ELLISION (479) 717-3608 WATER & SEWER SPRINGDALE WATER UTILITIES 526 OAK AVENUE SPRINGDALE, AR 72764 CONTACT: RICK PULVIRENTI (479) 751-5751 PARCEL 18-02887-004 SURVEY DESCRIPTION: 1 PART OF THE NORTHEAST QUARTER (NE 4) OF THE 1 NORTHEAST QUARTER (NE 4) OF SECTION 18, TOWNSHIP 18 NORTH, RANGE 29 WEST, BENTON COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS: 1 1 BEGINNING AT THE SW CORNER OF THE NE 4 OF THE NE 4 OF SAID SECTION 18; THENCE N03°20'53"E 30.00 FEET; THENCE S87°12'20"E 460.18 FEET; THENCE N02°15'09"E 378.88 FEET; THENCE N87°14'15"W 102.29 FEET; THENCE N01°06'40"E 153.63 FEET; THENCE N89°02'17"W 355.34 FEET; THENCE N02°07'33"E 40.00 FEET; THENCE S89°03'21"E 431.27 FEET; THENCE N01°42'00"E 217.53 FEET; THENCE N00°38'52"E 500.61 FEET; THENCE S88°00'29"E 575.79 FEET; THENCE S02°11'19"W 1326.56 FEET; THENCE N87°27'04"W 992.37 FEET TO THE POINT OF BEGINNING, CONTAINING 776,787.36 SQUARE FEET OR 17.83 ACRES, MORE OR LESS, AND SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS AND RESTRICTIVE COVENANTS OF RECORD OR FACT. ZONING AND PROPOSED USE CURRENT USE: AGRICULTURAL PROPOSED USE: REGIONAL COMMERCIAL/LIGHT INDUSTRIAL VICINITY MAP NOT TO SCALE DRAWING LIST COVER SHEET SURVEY SITE PLAN GRADING PLAN EROSION CONTROL PLAN UTILITY PLAN LANDSCAPE PLAN DETAIL SHEETS C0.0 S1.0 C1.0 C2.0 C3.0 C4.0 C5.0 C6.1- C6.3 OWNER/DEVELOPER SPRING CREEK CUSTOM MACHINING 215 E MONROE AVENUE LOWELL, AR 72745 (479) 770-6242 ARCHITECT DAN TOWNSLEY 921 OAK HILL, SUITE 1 ROGERS, AR 72758 (479) 631-8817 SURVEYOR CASTER & ASSOCIATES LAND SURVEYING, INC. 2715 SE "I" STREET, SUITE 5 BENTONVILLE, AR 72712 (479) 268-4464 PRELIMINARY NOT FOR CONSTRUCTION *** CAUTION *** THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. elbw EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 CASE NO: 19-218 C0.0 OCTOBER 11, 2019 C A L S 10' SIDE SETBACK 20' ADDITIONAL SIDE SETBACK FOR QUESTIONABLY COMPATIBLE USES GRAVEL DRIVE (TYPICAL) SIGNAGE (APPROXIMATELY 4' HIGH STONE WALL WITH MOUNTED METAL SIGN) 50' FRONT SETBACK 40' LANDSCAPE BUFFER ACCESSIBLE RAMP PER ADA AND BENTON COUNTY SPECIFICATIONS (3) ACCESSIBLE PARKING STALLS WITH SIGNS PER ADA GUIDELINES AND BENTON COUNTY REQUIREMENTS GRAVEL DRIVE AND PARKING (TYPICAL) NOTE: ALL OUTDOOR SECURITY LIGHTING SHALL BE BUILDING-MOUNTED AND SHALL BE FULL CUT-OFF IN ACCORDANCE WITH IESNA STANDARDS. GRAVEL DRIVE (TYPICAL) GRASS PARKING WITH CROSS TIE WHEEL STOPS (TYPICAL) PROPOSED BUILDING 24,095 SF FFE= 1402.0 OFFICE USE: 6,000 SF WAREHOUSE/STORAGE: 3,200 SF MANUFACTURING: 15,000 SF LOADING AND UNLOADING ZONE GRAVEL DRIVE AND PARKING (TYPICAL) CURB STOP (TYPICAL) 6' WOOD PRIVACY FENCE FOR SCREENING 10'X25' CONCRETE PAD FOR INSTITUTIONAL WASTE DISPOSAL (CURRENT SERVICE CONTRACT WITH WASTE MANAGEMENT WILL BE CONTINUED) 6' WOOD PRIVACY FENCE FOR SCREENING 110'X25' CONCRETE PAD FOR SCRAP METAL STORAGE 6' WOOD PRIVACY FENCE FOR SCREENING 12'X12' CONCRETE PAD FOR STANDARD DUMPSTER (CURRENT SERVICE CONTRACT WITH INLAND WASTE SOLUTIONS WILL BE CONTINUED) GRAVEL DRIVE (TYPICAL) PARKING CALCULATIONS: PROPOSED USE: WAREHOUSE/STORAGE (3,200 SF) PARKING REQUIREMENTS: 5 SPACES PER 2,000 SF/GROSS FLOOR AREA 3,200 SF / 2,000 = 1.6 * 5 = 8 SPACES REQUIRED PROPOSED USE: OFFICE (6,000 SF) PARKING REQUIREMENTS: 3 SPACES PER 1,000 SF/GROSS FLOOR AREA 6,000 SF / 1,000 = 6 * 3 = 18 SPACES REQUIRED PROPOSED USE: MANUFACTURING/PROCESSING/WHOLESALE (15,000 SF) PARKING REQUIREMENTS: 2 SPACES PER 1,000 SF/GROSS FLOOR AREA 15,000 SF / 1,000 = 15 * 2 = 30 SPACES REQUIRED TOTAL PARKING REQUIRED: 56 PARKING SPACES TOTAL PARKING PROVIDED: 56 PARKING STALLS (INCLUDING 3 ACCESSIBLE SPACES) ACCESSIBLE PARKING STALLS REQUIRED: 3 (1 VAN ACCESSIBLE) ACCESSIBLE PARKING STALLS PROVIDED: 3 (1 VAN ACCESSIBLE) EXISTING LEGEND PRELIMINARY NOT FOR CONSTRUCTION REVISION PROPOSED LEGEND CONCRETE PAVING GRAVEL AREA SIGN, TYPE AS NOTED ON PLAN PROPOSED PARKING SPACES VAN ACCESSIBLE PARKING STALL DATE NO. SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR SITE NOTES: 1. SIGN INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFIED BY BENTON COUNTY PLANNING. SIGNAGE SHALL MEET CURRENT REFLECTIVITY SPECIFICATIONS. ALL SIGN POSTS WILL BE ON BREAK-AWAY BASES. ALL SIGNAGE SHALL CONFORM TO THE LATEST MUTCD REQUIREMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR STRIPING INSTALLATION. ALL PAVEMENT ARROWS, STOP BARS, CROSS HATCHING, CROSSWALKS, AND OTHER PAVEMENT PAVEMENT MARKINGS WILL BE PER BENTON COUNTY PLANNING STANDARDS AND SPECIFICATIONS. 3. ALL CONCRETE AND ASPHALT PAVEMENT, CURB AND GUTTER, AGGREGATE BASE, ETC. SHALL BE IN ACCORDANCE WITH THE DETAIL SHEETS AND THE BENTON COUNTY PLANNING STANDARDS AND SPECIFICATIONS. ANY CHANGES MUST BE APPROVED BY THE CITY OF LOWELL, THE OWNER, AND THE ENGINEER. 4. ALL SAW CUT EDGES SHALL BE A CLEAN EDGE. WIDTH OF ASPHALT REMOVAL MAY VARY: SEE PLANS. DISPOSE OF ALL REMOVED ASPHALT IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS FOR DISPOSAL. ALL NEW PAVEMENT SURFACES SHALL CONFORM TO BENTON COUNTY PLANNING SPECIFICATIONS FOR SMOOTHNESS. 5. ALL DIMENSIONS ARE TO CENTER OF STRIPE(S), EDGE OF PAVEMENT, FACE OF BUILDING, OR FACE OF CURB UNLESS OTHERWISE SPECIFIED. 6. PROPOSED DRAINAGE EASEMENTS AND UTILITY EASEMENTS SHALL BE DEDICATED BY SEPARATE DOCUMENTS. ALL OFF-SITE EASEMENTS (IF ANY) ARE THE RESPONSIBILITY OF THE OWNER TO OBTAIN. 7. ALL ROOFTOP EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW WITH AN ARCHITECTURAL TREATMENT THAT IS COMPATIBLE WITH THE BUILDING ARCHITECTURE. 8. SCREEN WALLS/FENCES SHALL BE CONSTRUCTED OF HIGH QUALITY MATERIALS SUCH AS DECORATIVE BLOCKS, BRICK, STONE, CYPRESS, CEDAR, REDWOOD, AND/OR WROUGHT IRON. DUMPSTER SCREENING SHALL CONSIST OF AN ARCHITECTURAL TREATMENT THAT IS COMPATIBLE WITH THE BUILDING ARCHITECTURE. GENERAL SITE PLAN NOTES: 1. REMOVE ALL VEGETATION AND TOPSOIL FROM BUILDING FOOTPRINT AND STORE FOR LATER USE. REGRADE AND FURNISH ADDITIONAL TOPSOIL AS REQUIRED. SEED AND STRAW ALL AREAS DISTURBED BY CONSTRUCTION. 2. SLOPE FINISH GRADES, SIDEWALKS, AND PAVING AWAY FROM BUILDING FOR POSITIVE DRAINAGE. 3. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, GRADES, AND DIMENSIONS ON SITE AND REPORT ALL MAJOR DISCREPANCIES TO ARCHITECT. 4. REMOVE ALL ITEMS AS NOTED. PROTECT ALL EXISTING ITEMS TO REMAIN. 5. ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH CURRENT BENTON COUNTY PLANNING STANDARDS AND SPECIFICATIONS. 6. ALL COSTS ASSOCIATED WITH UTILITY CONNECTIONS SHOWN SHALL BE INCLUDED IN BASE BID. COORDINATE WITH LOCAL UTILITY COMPANY. 7. ALL PARKING SPACES INDICATED AS ACCESSIBLE SPACES SHALL RECEIVE ACCESSIBLE PAVEMENT MARKINGS, AND SHALL BE IN ACCORDANCE WITH ADA STANDARDS OR BENTON COUNTY PLANNING REGULATIONS, WHICHEVER IS MORE RESTRICTIVE. REFER TO DETAIL SHEETS. 8. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS OF THE BUILDING. 9. ALL SIGNAGE, PAVEMENT MARKINGS, AND PARKING LOT STRIPING SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS AND REGULATIONS. 10. ALL CURB/ACCESSIBLE RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR THE BENTON COUNTY PLANNING STANDARDS, WHICHEVER IS MORE RESTRICTIVE. REFER TO DETAIL SHEETS. EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 PROJECT NO. SCALE 19.54 1"=30' DATE: OCTOBER 11, 2019 0 30' 60' SCALE 1" = 30 FEET SITE PLAN SHEET NO. C1.0 1396 1397 1397.09 ±60 LF OF 15" RCP @0.5% 1397.40 LEVEL SPREADER ±30 LF OF 12" CMP @ 0.3% 1396.46 1400.05 1397 1400 1400.22 1400.22 1400 1399.87 1399.90 1399.87 1400 OUTFALL STRUCTURE 24" CMP RISER, WEIR AT 1398.50 4" ORIFICE W/ TRASH RACK @ 1396.55 CONCRETE CHANNEL ±177 LF OF 24" RCP @ 0.3% 1401.87 TC 1401.37 BC 1401.87 TC 1401.37 BC 1401.87 TC 1401.37 BC 1401.46 1401.96 1401.46 1399 1400.05 1401.87 TC 1401.37 BC 1397 DETENTION POND 1401 1401.87 TC 1401.37 BC 1401.96 1401.96 1401.46 1401.87 TC 1401.37 BC NOTE: ALL OUTDOOR SECURITY LIGHTING SHALL BE BUILDING-MOUNTED AND SHALL BE FULL CUT-OFF IN ACCORDANCE WITH IESNA STANDARDS. 1401.96 1399 TRICKLE CHANNEL @ 1.0% 1401.96 1401.46 1398 1400.05 1400.05 TRICKLE CHANNEL 1401.87 TC 1401.37 BC 1401.96 1401 PROPOSED BUILDING 24,095 SF FFE= 1402.0 OFFICE USE: 6,000 SF WAREHOUSE/STORAGE: 3,200 SF MANUFACTURING: 15,000 SF 1399 1399 1398 1399 BERMUDA SOD 1400 1400 1400.05 1401.87 TC 1401.67 BC 1401.96 1402.0 1401.87 TC 1401.67 BC 1401.96 1401.87 TC 1401.37 BC 1401.46 1401.96 1401.96 1401.60 1401.46 1401 1 4 0 1 1401.60 1401 1401 1401 1400 1400 1401 1398 1399 1399 FLARED END SECTION 1397.59 TRICKLE CHANNEL @ 0.75% SWALE WITH TRICKLE CHANNEL EXISTING LEGEND PRELIMINARY NOT FOR CONSTRUCTION THESE PLANS ARE NOT CONSIDERED FINAL UNLESS SIGNED BELOW BY THE CIVIL ENGINEER PROPOSED LEGEND 1400 1399 PROPOSED INDEX CONTOUR PROPOSED MINOR CONTOUR STORM SEWER PIPE 1401.96 DIRECTION AND/OR RATE OF SLOPE SPOT ELEVATION CIVIL ENGINEER REVISION DATE NO. GRADING NOTES: 1. THE CONTRACTOR SHALL CALL THE ARKANSAS ONE CALL AT 1-800-482-8998 FOR UTILITY LOCATIONS AT LEAST 48 WORKING HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES 2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND M.E.P. PLANS FOR THE EXACT NUMBER, SIZE AND LOCATION OF THE ROOF DRAINS. 3. NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING UTILITY SERVICES AND MAINS. ANY DAMAGE TO THEM SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 4. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE. THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 18", WHICHEVER IS LESS, CONTACT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 5. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATIONS. 6. ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH CURRENT BENTON COUNTY STANDARDS AND SPECIFICATIONS. 7. FINISH GRADES SHALL NOT EXCEED 3:1 (33.3%) SLOPE, UNLESS NOTED OTHERWISE. 8. ALL WORK WITHIN STATE RIGHT-OF-WAY SHALL BE PER THE ARKANSAS DEPARTMENT OF TRANSPORTATION. 9. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 10. STORM SEWER BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS. 11. FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES COMPACTED THICKNESS, AND SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698 (STANDARD PROCTOR). SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR SEEDING AND SODDING NOTE: ALL DISTURBED AREAS UNDER A 10% SLOPE SHALL BE TOPSOILED TO A MINIMUM DEPTH OF 4", FERTILIZED AT A RATE OF 250 POUNDS PER ACRE AND SEEDED WITH ANNUAL RYE GRASS AT A RATE OF 3-4 POUNDS PER 1000 SQUARE FEET AND FESCUE GRASS AT A RATE OF 8 POUNDS PER 1000 SQUARE FEET, OR SODDED IF THE AREA IS DESIGNATED FOR SOD. THE AREA MUST ALSO BE MULCHED. THE CONTRACTOR SHALL WATER AND MAINTAIN THE GRASS UNTIL A HEALTHY PERMANENT STAND IS ESTABLISHED. ALL DISTURBED AREAS WITH A 10% TO 15% SLOPE SHALL BE TOPSOILED TO A MINIMUM DEPTH OF 4", FERTILIZED AT A RATE OF 250 POUNDS PER ACRE AND SODDED AND STAKED WITH ZOYSIA SOD (SEE PLAN FOR AREAS.) IF ANY OTHER SLOPES ARE CREATED BY THE CONTRACTOR ABOVE 10%, THEY SHALL ALSO BE TREATED IN THIS MANNER. ALL AREAS OVER 15% SHALL BE PLANTED AS ABOVE, BUT SHALL ALSO BE COVERED WITH EROSION CONTROL FABRIC. AREAS TO BE SODDED ARE DESIGNATED BY THE DOTTED HATCH AS SHOWN IN THE LEGEND ON THE LANDSCAPE PLAN. EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 PROJECT NO. SCALE 19.54 1"=30' DATE: OCTOBER 11, 2019 0 30' 60' SCALE 1" = 30 FEET GRADING PLAN SHEET NO. C2.0 SF SF SF SF SF SF SF 1397 SF 1396 SF 1397 1397.09 IP SF SF IP 1396.46 IP CONSTRUCTION ENTRANCE (TYPICAL) 1397.40 IP SF 1400 1400.22 1400.22 1400 1399.87 1399.90 1400 1399.87 1400.05 1400.05 1401.87 TC 1401.37 BC 1401.87 TC 1401.37 BC 1401.87 TC 1401.37 BC 1401.87 TC 1401.37 BC 1401.46 1401.96 1399 SILT FENCE (TYPICAL) SF SF CONCRETE WASHOUT 1401.46 IP 1397.59 1398 1397 1401 1401 1401.87 TC 1401.37 BC 1401.96 1401.96 1401.46 1401.87 TC 1401.37 BC 1401.96 NOTE: ALL OUTDOOR SECURITY LIGHTING SHALL BE BUILDING-MOUNTED AND SHALL BE FULL CUT-OFF IN ACCORDANCE WITH IESNA STANDARDS. 1399 1401.96 1401.46 1398 1400.05 1400.05 1401.87 TC 1401.37 BC PROPOSED BUILDING 24,095 SF FFE= 1402.0 OFFICE USE: 6,000 SF 1401.96 WAREHOUSE/STORAGE: 3,200 SF MANUFACTURING: 15,000 SF 1398 1401 1399 1399 1399 1400 1400 1400.05 1401.87 TC 1401.67 BC 1401.96 1402.0 1401.87 TC 1401.67 BC 1401.96 1401.87 TC 1401.37 BC 1401.46 1401.96 1401.96 1401.60 1401.46 SILT FENCE (TYPICAL) 1 4 0 1 1401 1401.60 1401 1401 1401 1400 1400 1399 1399 EXISTING LEGEND PRELIMINARY NOT FOR CONSTRUCTION REVISION DATE NO. STANDARD NOTES: 1. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN SEVEN CALENDAR DAYS FOR THE SURFACE OF ALL PERIMETER SLOPES 2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY. 3. PROVIDE SILT FENCE AND/OR OTHER EROSION CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH PERMANENT VEGETATION IMMEDIATELY AFTER THE UTILITY INSTALLATION. 4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF-SITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. SEEDING AND SODDING NOTE: ALL DISTURBED AREAS WITH A 15% SLOPE OR LESS SHALL BE TOPSOILED TO A MINIMUM DEPTH OF 4", FERTILIZED AT A RATE OF 250 POUNDS PER ACRE AND SEEDED WITH ANNUAL RYE GRASS AT A RATE OF 3-4 POUNDS PER 1000 SQUARE FEET AND TURF-TYPE FESCUE GRASS SEED AT A RATE OF 8 POUNDS PER 1000 SQUARE FEET. THE AREA MUST ALSO BE MULCHED. THE CONTRACTOR SHALL WATER AND MAINTAIN THE GRASS UNTIL A HEALTHY PERMANENT STAND IS ESTABLISHED. ALL DISTURBED AREAS WITH A SLOPE GREATER THAN 15% SHALL BE SEEDED AS DESCRIBED ABOVE BUT EROSION CONTROL MAT SHALL ALSO BE INSTALLED. ALL AREAS TO RECEIVE SOD SHALL BE TOPSOILED TO A MINIMUM DEPTH OF 4", FERTILIZED AT A RATE OF 250 POUNDS PER ACRE AND SODDED AND WITH BERMUDA . EDGES OF SOD SHALL BE PINNED IF LOCATED ON A SLOPE THAT IS ABOVE 15% . NOTE TO CONTRACTOR: ALL EROSION CONTROL SHOWN FUNCTIONS AS A GUIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE REQUIREMENTS OF THE ENVIRONMENTAL PROTECTION AGENCY GENERAL PERMIT ARE MAINTAINED. ACTUAL EROSION CONTROL DEVICES MAY VARY DUE TO THE CONTRACTOR'S SEQUENCE OF CONSTRUCTION. ADDITIONAL MEASURES MAY BECOME NECESSARY DURING CONSTRUCTION. REFER TO SWPPP FOR ALL BEST MANAGEMENT NOTES THAT ADDRESS SPILL RESPONSE, SOLID WASTE CLEANUP AND DISPOSAL, DUST CONTROL, DEWATERING, ETC. THESE PLANS ARE NOT CONSIDERED FINAL UNLESS SIGNED BELOW BY THE CIVIL ENGINEER PROPOSED LEGEND 1400 1399 PROPOSED INDEX CONTOUR PROPOSED MINOR CONTOUR STORM SEWER PIPE SF IP WIRE BACK SILT FENCE STABILIZED CONSTRUCTION ENTRANCE INLET PROTECTION CIVIL ENGINEER SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR GENERAL EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL INSPECT, REPAIR, AND ADD STONE TO THE STABILIZED CONSTRUCTION ENTRANCE WHEN IT BECOMES SATURATED WITH MUD TO ENSURE IT WORKS AS INTENDED. 2. THE TOPSOIL STOCKPILE SHALL BE GRADED TO DRAIN AND SEEDED WITH A TEMPORARY SEED MIX. 3. DUST CONTROL ON-SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS PROHIBITED. 4. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM TRAFFIC EXITS, CONTRACTOR SHALL ESTABLISH ADDITIONAL VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. RINSE-OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS. 5. ALL EROSION AND SEDIMENTATION CONTROLS SHOWN ON THE PLANS AND IN ACCORDANCE WITH GOVERNING AUTHORITIES SHALL BE CONSTRUCTED AND MAINTAINED AS PART OF THIS CONTRACT. CONTRACTOR TO INSTALL EROSION CONTROL IN ACCORDANCE WITH THE EROSION SEDIMENTATION CONTROL PLAN AS A MINIMUM. OTHER MEASURES MAY BE REQUIRED TO ASSURE THAT SILT IS CONTROLLED ON-SITE. ADDITIONAL STORM WATER POLLUTION PREVENTION NOTES: 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS OR SEDIMENTATION PONDS WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%. 2. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO STORMWATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORMWATER DISCHARGES. 3. SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE PREVENTED FROM BEING DISCHARGED TO WATERS OF THE STATE. 4. OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED THROUGH THE USE OF A STABILIZED CONSTRUCTION ENTRANCE AND EXIT. 5. THE SITE SHALL BE SPRINKLED WITH WATER AS NEEDED FOR DUST CONTROL, AND CLEANING OF TRACKED SEDIMENTS FROM ROADWAYS. 6. A PORTABLE TOILET WILL BE INSTALLED ON THE SITE, AND WILL BE PROPERLY MAINTAINED BY THE CONTRACTOR. 7. FUEL STORAGE AREAS, HAZARDOUS WASTE STORAGE, AND TRUCK WASH AREAS: 8. TEMPORARY PARKING AND STORAGE AREAS SHALL BE CONTAINED WITHIN THE SITE, NEAR THE OFFICE/TRAILER AREA INDICATED ON THE EROSION CONTROL PLAN. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPMENT OF THE SWPPP AND PERMITTING ANY OFF-SITE PARKING AND STORAGE AREAS. 9. ALL CONSTRUCTION WASTE AND TRASH (PAPER, PLASTIC, WOOD, SCRAP METALS, RUBBER, ETC.) SHALL BE COLLECTED AND STORED IN CONTAINERS WITH LIDS OR COVERS THAT CAN BE PLACED OVER THE CONTAINER PRIOR TO RAINFALL. THIS WASTE SHALL BE DISPOSED OF ACCORDING TO STATE AND LOCAL SOLID WASTE MANAGEMENT REGULATIONS. REGULARLY DISPOSE OF GARBAGE, RUBBISH, CONSTRUCTION WASTE AND SANITARY WASTE. 10. ALL HAZARDOUS WASTE (PAINTS, ACIDS FOR CLEANING MASONRY SURFACES, CLEANING SOLVENTS, CONCRETE CURING COMPOUNDS AND ADDITIVES, ETC.), SHALL BE DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS. 11. WASH WATER GENERATED FROM VEHICLE AND EQUIPMENT CLEANING SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. 12. ANY CHEMICALS, FERTILIZERS, FUELS, ETC., THAT ARE BEING STORED ON THE SITE SHALL BE STORED IN A NEAT AND ORDERLY MANNER. PROMPTLY CLEANUP ANY SPILLS. SEQUENCE OF CONSTRUCTION: 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE FOR CONSTRUCTION TRAFFIC AT LOCATION SHOWN IN THE PLANS. 2. INSTALL SILT FENCE AND OTHER EROSION CONTROL MEASURES. 3. BEGIN DEMOLITION. ROUGH GRADE THE DRIVEWAY, PARKING LOT. 4. INSTALL UTILITY CONDUIT SLEEVES, AND OTHER UTILITY LINES. WHEN UNDERGROUND UTILITY INSTALLATION IS COMPLETE, FINE-GRADE THE PAVED AREAS TO SUBGRADE AND INSTALL THE STONE BASE COURSE. CONSTRUCT THE CURB AND GUTTER AND BACKFILL THE CURBS. INSTALL THE ASPHALT AND CONCRETE PAVEMENT FOR THE PROJECT. 5. AS THESE PHASES PROGRESS, INTERMITTENT STORM WATER CONTROLS SHOULD BE INSTALLED TO PREVENT SILT FROM WASHING OFF THE CONSTRUCTION SITE AND ENTERING THE STREETS, STORM SEWER SYSTEM, OR ADJACENT PROPERTIES. 6. FINISH GRADE THE SITE. SPREAD TOPSOIL AND SEED/SOD WITH GRASS. PERFORM FINAL CLEANUP OF THE SITE. 7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT STAND OF VEGETATION IS ESTABLISHED. EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 PARCEL AREA: 17.83 AC± DISTURBED AREA: 4.20 AC± PROJECT NO. SCALE 19.54 1"=30' DATE: OCTOBER 11, 2019 0 30' 60' SCALE 1" = 30 FEET EROSION CONTROL PLAN SHEET NO. C3.0 W W WATER NOTES: 1. ALL DUCTILE IRON WATER MAINS SHALL COMPLY WITH THE REQUIREMENTS OF SPRINGDALE WATER UTILITIES. ALL FITTINGS, VALVES, METERS, AND OTHER WATER APPURTENANCES SHALL COMPLY WITH SPRINGDALE WATER UTILITIES SPECIFICATIONS AND ARKANSAS DEPARTMENT OF HEALTH REQUIREMENTS. 2. ALL WATER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER FROM FINISHED GRADE, OR 3.5' OF COVER FROM THE ADJACENT STREET CENTERLINE, WHICHEVER DEPTH IS GREATER. 3. ALL PUBLIC WATER MAIN PIPES SHALL BE 8" DUCTILE IRON CLASS 350 PER SPRINGDALE WATER UTILITIES SPECIFICATIONS. 4. ALL WATER SERVICE LINES INSTALLED UNDER AN EXISTING STREET SHALL BE INSTALLED IN 4" PVC SCHEDULE 40 CASING PIPES PER SPRINGDALE WATER UTILITIES REQUIREMENTS. 5. THE CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER MAINS. 6. ALL CONNECTIONS TO EXISTING WATER MAINS ARE MADE BY SPRINGDALE WATER UTILITIES ON A COST PLUS BASIS. ANY TAP(S)/CONNECTION(S) AT EXISTING WATER MAINS (OR 8" PLUGGED GATE VALVES) SHALL BE MADE BY SPRINGDALE WATER UTILITIES AT THE DEVELOPER'S EXPENSE. THE WATER MAIN POINT OF CONNECTION SHALL BE FIELD VERIFIED AND THE CONNECTION SHALL BE COORDINATED WITH SPRINGDALE WATER UTILITIES. 7. WATER METERS WILL BE SET BY SPRINGDALE WATER UTILITIES AT THE DEVELOPER'S EXPENSE. 8. CONTRACTOR SHALL NOT OPERATE VALVES ON EXISTING WATER MAINS. SPRINGDALE WATER UTILITIES OPERATES ALL WATER VALVES. 9. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO THE PERMANENT CONNECTION OF UTILITY MAINS AND SERVICES. 10. ALL INLINE GATE VALVES SHALL BE PLACED NO MORE THAN 5 FEET FROM FIRE HYDRANT. 11. ALL FIRE HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH SPRINGDALE WATER UTILITIES DETAILS AND SPECIFICATIONS. 12. ALL VALVES WITH OPERATING NUTS DEEPER THAN 4' BELOW FINISHED GRADE REQUIRE EXTENSIONS IN ACCORDANCE WITH SPRINGDALE WATER UTILITIES REQUIREMENTS. 13. ALL WATER SERVICE LINES BETWEEN THE WATER MAIN AND THE WATER METER ARE TO BE SEAMLESS COPPER TUBING (TYPE "K" SOFT COPPER). 14. MAINTAIN 10' HORIZONTAL SEPARATION (MINIMUM) BETWEEN WATER MAINS AND SANITARY SEWER MAINS. 15. MAINTAIN 10' HORIZONTAL SEPARATION (MINIMUM) BETWEEN WATER SERVICES AND SANITARY SEWER SERVICES. 16. ELECTRIC TRANSFORMERS SHALL NOT BE INSTALLED ACROSS WATER MAIN TRENCHES OR SANITARY SEWER MAIN TRENCHES. GENERAL UTILITY NOTES: 1. NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING UTILITY SERVICES AND MAINS. ANY DAMAGE TO THEM SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 2. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION WORK WHICH IS REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK. 3. THE CONTRACTOR SHALL CALL ARKANSAS ONE CALL SYSTEM AT 1-800-482-8998 AT LEAST 48 WORKING HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 4. ALL PUBLIC WATER AND SANITARY SEWER MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH SPRINGDALE WATER UTILITIES SPECIFICATIONS AND STATE OF ARKANSAS REQUIREMENTS. 5. ALL PRIVATE WATER AND SANITARY SEWER MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL PLUMBING CODE. 6. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 18", WHICHEVER IS LESS, CONTACT ENGINEER TO REPORT ANY DISCREPANCIES. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. THE ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. 8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL UNDERGROUND UTILITIES ASSOCIATED WITH THE PROJECT, PREPARATION OF THE NECESSARY/REQUIRED AS-BUILT PLANS TO BE SUBMITTED TO COUNTY, AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS. 9. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER MAINS AS REQUIRED BY SPRINGDALE WATER UTILITIES AND THE ARKANSAS DEPARTMENT OF HEALTH. 10. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO FINAL CONNECTION OF UTILITY SERVICES. 11. ALL WATER AND SANITARY SEWER TRENCHING AND BEDDING SHALL BE PER SPRINGDALE WATER UTILITIES STANDARDS AND SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO OBTAIN ALL UTILITY EASEMENTS THAT ARE NECESSARY FOR THE INSTALLATION AND MAINTENANCE OF ALL PROPOSED UTILITIES. THE EASEMENTS MUST BE OBTAINED PRIOR TO BEGINNING ANY PUBLIC UTILITY INSTALLATION. 13. CONTRACTOR SHALL REFER TO M.E.P. PLANS FOR THE ROUTE, NUMBER, AND SIZE OF ELECTRIC SERVICE CONDUIT BETWEEN THE TRANSFORMER PAD AND THE BUILDING, AND BETWEEN THE BUILDING AND THE OUTDOOR LIGHT POLES AND SIGNAGE. 14. CONTRACTOR SHALL COORDINATE THE ROUTE, NUMBER, AND SIZE OF ELECTRIC SERVICE TO THE TRANSFORMER PAD WITH THE ELECTRIC COMPANY. TRANSFORMER PAD SHALL BE SIZED PER THE ELECTRIC COMPANY REQUIREMENTS. 15. PROPOSED OUTDOOR LIGHTING SHALL BE COORDINATED WITH THE UTILITY COMPANY AND M.E.P. 16. CONTRACTOR SHALL COORDINATE SIZE, ROUTE, POINT OF CONNECTION, AND INSTALLATION OF THE TELEPHONE SERVICE LINE, GAS SERVICE LINE, AND CABLE SERVICE LINE WITH THE RESPECTIVE UTILITY COMPANIES AND THE M.E.P. ENGINEERS. 17. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER AND SANITARY SEWER LINES AS REQUIRED. 18. COORDINATE SIZE AND LOCATION OF GAS METERS AND SERVICE LINES WITH BLACK HILLS ENERGY 19. FOR CONTINUATION OF ALL BUILDING UTILITIES REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING PLANS. 20. EACH CONTRACTOR TO COORDINATE INSTALLATION OF SITE AND BUILDING UTILITIES WITH ALL SUB-CONTRACTORS, UTILITY COMPANIES, AND OWNERS SUB-CONTRACTORS.. 24 X 8 TAPPING SLEEVE AND VALVE 8" VALVE WITH RESTRAINED PLUG 8 X 6 TEE WITH FIRE HYDRANT ASSEMBLY W/ GUARD POSTS (TYPICAL) 8" DI MAIN, TYP. NOTE: ALL OUTDOOR SECURITY LIGHTING SHALL BE BUILDING-MOUNTED AND SHALL BE FULL CUT-OFF IN ACCORDANCE WITH IESNA STANDARDS. 8X6 TEE & VALVE 8X6 TEE W/ FIRE HYDRANT ASSEMBLY 1" CORP STOP FOR WATER SERVICE FIRE LINE ENTRY W 1" WATER METER (TYPICAL) DOMESTIC ENTRY PROPOSED BUILDING 24,095 SF FFE= 1402.0 OFFICE USE: 6,000 SF WAREHOUSE/STORAGE: 3,200 SF MANUFACTURING: 15,000 SF 8" DI MAIN, TYP. 8" 45° BEND 8" 45° BEND TELE CATV EXISTING LEGEND PRELIMINARY NOT FOR CONSTRUCTION THESE PLANS ARE NOT CONSIDERED FINAL UNLESS SIGNED BELOW BY THE CIVIL ENGINEER REVISION PROPOSED LEGEND W WATER LINE (SEE SHEET FOR SIZE) SEPTIC SERVICE LINE GAS W G CO UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE GATE VALVE (SIZE AS NOTED ON PLAN) DOMESTIC WATER METER SEE PLAN FOR SIZE GAS METER SEE PLAN FOR SIZE SEPTIC CLEAN-OUT TO GRADE CIVIL ENGINEER DATE NO. SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 SEPTIC FIELD: DESIGN BY OTHERS PROJECT NO. SCALE 19.54 1"=40' DATE: OCTOBER 11, 2019 0 40' 80' SCALE 1" = 40 FEET UTILITY PLAN SHEET NO. C4.0 1396 1398 1399 1400 1399 1399 1399 1397 1397 1398 1400 1399 1397 1401 1400 1400 1400 NOTE: ALL OUTDOOR SECURITY LIGHTING SHALL BE BUILDING-MOUNTED AND SHALL BE FULL CUT-OFF IN ACCORDANCE WITH IESNA STANDARDS. W PROPOSED BUILDING 24,095 SF FFE= 1402.0 OFFICE USE: 6,000 SF WAREHOUSE/STORAGE: 3,200 SF MANUFACTURING: 15,000 SF BERMUDA SOD 1 4 0 1 1401 1401 1401 TELE CATV 1401 1400 1400 1401 1398 1401 1399 1399 LANDSCAPE PLAN NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED FOR THE COMPLETE INSTALLATION OF LANDSCAPE. 2. ALL PLANT MATERIAL SHALL BE NURSERY GROWN. PLANT MATERIAL SIZES AND GRADING SHALL COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 3. ALL PLANT MATERIAL SHALL BE HEALTHY AND FREE FROM ALL VISIBLE SIGNS OF DISEASE OR PEST INFESTATION. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING WITH ANY WORK, CONTACT 1-800-482-8998. 5. NO CHANGES TO APPROVED PLANT SCHEDULE WILL BE ALLOWED WITHOUT THE APPROVAL OF THE OWNER AND THE OWNER'S REPRESENTATIVE. 6. ALL TREES SHALL BE INSTALLED, MULCHED, GUYED AND STAKED PER THE DETAILS. ALL SHRUBS SHALL BE INSTALLED AND MULCHED PER THE DETAILS. 7. BROWN PAINTED HARDWOOD MULCH, A MINIMUM OF 3" DEEP, SHALL BE APPLIED TO ALL PLANTING BEDS SHOWN ON THIS PLAN. 8. THE CONTRACTOR SHALL PROVIDE A ONE YEAR MINIMUM WARRANTY FOR ALL PLANT MATERIALS AND INSTALLATION FROM THE DATE OF ACCEPTANCE. 9. THE CONTRACTOR SHALL SPOIL ANY EXCESS TOPSOIL LOCATED ON THE SITE THAT IS NOT REQUIRED TO PERFORM LANDSCAPE OPERATIONS. IF SUFFICIENT TOPSOIL IS NOT PRESENT ON SITE, THE CONTRACTOR SHALL IMPORT TOPSOIL TO THE SITE IN ORDER TO COMPLETE THE LANDSCAPE OPERATIONS. THE CONTRACTOR SHALL PERFORM A SOIL TEST ON THE EXISTING AND IMPORTED TOPSOIL AND APPLY LIME AND FERTILIZER AS RECOMMENDED BY THE TESTING AGENCY. 10. IN ALL PLANTING BEDS SOIL SHALL BE AMENDED WITH TWELVE INCHES OF TOPSOIL AND A MINIMUM OF SIX INCHES OF COMPOST TILLED INTO THE BEDS. 11. NOTHING SHALL BE PLACED OR PERMITTED BETWEEN 30" AND 60" IN HEIGHT IN THE SHADED SIGHT TRIANGLE AREAS. 12. ALL PROPOSED TREES SHALL BE A MINIMUM OF 5' FROM ALL PUBLIC UTILITIES. 13. ONCE INSTALLED, LANDSCAPING SHALL BE MAINTAINED IN HEALTHY LIVING CONDITION AND ALL PLANT MATERIAL THAT DIES SHALL BE REPLACED WITHIN ONE YEAR. 14. TREES SHALL NOT BE TOPPED AT ANY TIME AND PROPER TREE PRUNING TECHNIQUES AS ESTABLISHED BY THE LATEST EDITION OF ANSI A300 "STANDARDS FOR TREE CARE" SHALL BE UTILIZED FOR MAINTENANCE PURPOSES. 15. HEALTHY TREES SHALL NOT BE REMOVED AT ANY TIME AND PROPER TREE PRUNING TECHNIQUES AS ESTABLISHED BY THE LATEST EDITION OF THE ANSI A300 "STANDARDS FOR TREE CARE" SHALL BE UTILIZED FOR MAINTENANCE PURPOSES. 16. LIVING MATERIALS, SUCH AS LAWN, GRASS, OR HERBACEOUS GROUNDCOVERS LIKE JUNIPER OR LIRIOPE, ETC., SHALL COVER A MINIMUM OF EIGHTY PERCENT OF THE PLANTING ISLANDS. ONE HUNDRED PERCENT (100%) OF LIVING MATERIALS IS STRONGLY ENCOURAGED. 17. ALL TREES PLANTED IN THE PUBLIC RIGHT-OF-WAY SHALL BE 4" CALIPER AND THE LOWEST LIMB SHALL BE 60" OR HIGHER FROM FINAL GRADE AT TIME OF PLANTING. 18. IN AREAS WHERE POTENTIAL UTILITY CONFLICTS WITH LANDSCAPING, UTILITY LOCATIONS SHALL BE FIELD VERIFIED. SEEDING AND SODDING NOTE: ALL DISTURBED AREAS UNDER A 10% SLOPE SHALL BE TOPSOILED TO A MINIMUM DEPTH OF 4", FERTILIZED AT A RATE OF 250 POUNDS PER ACRE AND SEEDED WITH ANNUAL RYE GRASS AT A RATE OF 3-4 POUNDS PER 1000 SQUARE FEET AND WITH TURF-TYPE FESCUE AT A RATE OF 8 POUNDS PER 1000 SQUARE FEET, OR SODDED IF THE AREA IS DESIGNATED FOR SOD. THE AREA MUST ALSO BE MULCHED WITH STRAW. THE CONTRACTOR SHALL WATER AND MAINTAIN THE GRASS UNTIL A HEALTHY PERMANENT STAND IS ESTABLISHED. ALL DISTURBED AREAS WITH A 10% TO 15% SLOPE SHALL BE TOPSOILED TO A MINIMUM DEPTH OF 4", FERTILIZED AT A RATE OF 250 POUNDS PER ACRE AND SODDED AND STAKED WITH ZOYSIA GRASS (SEE PLAN FOR AREAS.) IF ANY OTHER SLOPES ARE CREATED BY THE CONTRACTOR ABOVE 10%, THEY SHALL ALSO BE TREATED IN THIS MANNER. ALL AREAS OVER 15% SHALL BE PLANTED AS ABOVE, BUT SHALL ALSO BE COVERED WITH EROSION CONTROL FABRIC AND STAKED. AREAS TO BE SODDED ARE DESIGNATED BY THE DOTTED HATCH AS SHOWN IN THE LEGEND ON THE PLAN. EXISTING LEGEND PRELIMINARY NOT FOR CONSTRUCTION THESE PLANS ARE NOT CONSIDERED FINAL UNLESS SIGNED BELOW BY THE CIVIL ENGINEER REVISION DATE PROPOSED LEGEND PLANT SCHEDULE NO. SYM. COMMON NAME Botanical Name SIZE/SPACING/ REMARKS 4,384 S.Y. BERMUDA SOD 2,874 S.Y. 50 3 4 TURF-TYPE FESCUE (SEEDED) LEYLAND CYPRESS Cuprocyparis leylandii EASTERN REEDBUD Cercis canadensis PIN OAK Quercus palustris 6'-8'. / B&B 10' O.C.* 1.5" CAL. / B&B AS SHOWN 2" CAL. / B&B AS SHOWN NOTE ON LEYLAND CYPRESS PLANTING: DESIGN INTENT IS TO FORM A TALL, DENSE EVERGREEN HEDGE FOR SCREENING AND NOISE MITIGATION. SPECIFIED PLANT MATERIAL HAS A MATURE HEIGHT OF 50-70' AND SPREAD OF 10-15'. PLACING 4-5' O.C. WOULD BE DETRIMENTAL TO LONG-TERM HEALTH OF PLANT MATERIAL AND NEGATE THE DESIGN INTENT. CIVIL ENGINEER NO. SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR MIN. 3" LAYER OF SPECIFIED MULCH EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 PROJECT NO. SCALE 19.54 1"=30' DATE: OCTOBER 11, 2019 0 30' 60' SCALE 1" = 30 FEET LANDSCAPE PLAN SHEET NO. C5.0 A PLAN VIEW 5.0' SECTION A-A B NOTE: ONE-QUARTER (1/4) DEPTH, ONE (1) INCH WEAKENED PLANE JOINTS OR SAW/CUT JOINTS SHALL BE PLACED IN THE SIDEWALK AT REGULAR INTERVALS NOT GREATER THAN FIVE (5) FEET APART NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS A 1/2" RADIUS TOOLED JOINT OR B 1" DEEP SAWED JOINT (TYP.) 1/2" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 25' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK (TYPICAL) 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 2" (TYP) SEE SITE PLAN SLOPE 2% MAX 2" (TYP) 1/2"R (TYP) CONCRETE SIDEWALK N.T.S. 4" (TYP) 4" (TYP) 4" AHTD TYPE 1 CRUSHED LIMESTONE AGGREGATE BASE COURSE, COMPACTED TO 95% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY, OR TO THE GEOTECHNICAL ENGINEER SPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE. 6" PC CONCRETE TYP REINFORCED CONCRETE: WELDED WIRE FABRIC W/W6xW6- 2.9x2.9 SECTION B-B STANDARD CURB AND GUTTER NOT TO SCALE LESS THAN 1 4'-0" 3'-0" 6" CROWN CONC. 6"Ø STD. STL. PIPE FILL W/CONC. PAINT (COLOR TO MATCH BUILDING) FIN. GRADE OR TOP OF PAVEMENT. CONC. FOOTING 1'-6" DIA. PIPE BOLLARD N.T.S. X 2 1 X X TURNDOWN SIDEWALK N.T.S. USE DETAIL FOR DUMPSTER SCREEN MODIFIED CURB AND GUTTER NOT TO SCALE NOTES: 1. CONCRETE FOR CURB AND GUTTER TO BE CLASS A, 3000 PSI, 5.5 BAG MIX WITH 4-7% AIR ENTRAINMENT. 2. ALL CURB AND GUTTER TO HAVE BROOMED FINISH. 3. MODIFIED CURB (TYPE I ) SHALL BE PLACED ACROSS ALL DRIVEWAY ENTRANCES. 4. MODIFIED CURB ( TYPE II) SHALL BE PLACED ACROSS ALL SIDE STREETS WHERE THE LONGITUDINAL GRADE IS LESS THAN 1%. 5. SAW CUT JOINTS AT 15' O.C. SEAL WITH ONE PART COLD APPLIED SILICONE JOINT SEALER OR OTHER APPROVED SEALANT. ALL JOINTS TO BE SEALED PRIOR TO FINAL ASPHALT PLACEMENT. 1 6. PROVIDE " PREFORMED EXPANSION JOINT MATERIAL (ASPHALT IMPREGNATED FIBERBOARD OR OTHER APPROVED 2 MATERIAL) AT STATIONARY STRUCTURES, (DROP INLETS, ENDS OF CURBS, DRIVEWAYS - SEE DETAIL) OR AS DIRECTED BY ENGINEER. PAINT FIELD ROYAL BLUE PAINT WHITE 6" 9'-0" SEE SITE PLAN FOR LOCATION 9'-0" 9'-0" 4" (TYP.) 7'-6" PAINT SYMBOL PROPORTIONAL TO THIS DRAWING ACCESSIBLE PARKING SPACE MARKER 9'-0" 18' 90° STALL 90° NOTES: 1. SEE SITE PLAN FOR TOTAL PARKING LAYOUT. 2. ACCESSIBLE STRIPING SHALL BE IN ACCORDANCE WITH ADA STANDARDS. 4" TRAFFIC YELLOW 3. ALL PAVEMENT STRIPING/MARKINGS SHALL BE IN ACCORDANCE WITH MUTCD REQUIREMENTS. VAN ACCESSIBLE PARKING STRIPING DETAILS (N.T.S.) HANDICAP RAMP IN SIDEWALK N.T.S. CONCRETE CURB 10% MAX. FLARED SIDE PAVED AREA DOMES ARE NOT SHOWN TO SCALE; SEE DETECTABLE WARNINGS DETAIL AND NOTE 1 NOTES: 1. THE SURFACE OF RAMP SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL. 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 3. CONSTRUCT PER A.D.A. STANDARDS. 4. REFER TO PLANS FOR ADJACENT SLOPES. 5. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1:50. 10% MAX. FLARED SIDE 5' MIN. ARC LENGTH INSTALL TRUNCATED DOMES PER ADA, AHTD, OR CITY OF BENTONVILLE REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. ELEVATION CONCRETE CURB DOMES ARE NOT SHOWN TO SCALE; SEE DETECTABLE WARNINGS DETAIL AND NOTE 1 ROUNDED 5' MIN. LANDING AREA SECTION A-A' PLAN 8.33% MAX. 5' MIN. LANDING AREA 2" AGGREGATE BASE LEVELING COURSE COMPACTED TO 95% OPTIMUM DENSITY PER ASTM D698 NOTE: PREFABRICATED PANELS PER A.D.A. ACCESSIBILITY GUIDELINES SECTION 4.29.2 & A4.29.2 SHALL BE USED. DETECTABLE WARNINGS DETAIL HANDICAP RAMP IN SIDEWALK N.T.S. INSTALL W6XW6 2.9 X 2.9 WELDED WIRE FABRIC REINFORCEMENT. 6" 4000 PSI PORTLAND CEMENT CONCRETE 4" CRUSHED AGGREGATE BASE COURSE COMPACTED TO 98% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY, OR TO THE CITY OF SPRINGDALE SPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE. SUBGRADE COMPACTED TO 98% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698), OR TO THE CITY OF SPRINGDALE SPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE. THE PORTLAND CEMENT CONCRETE PAVEMENT SHOULD BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS WITH A 3 TO 5 INCH SLUMP AND 5% AIR ENTRAINMENT. PROVIDE LIGHT BROOM FINISH. HEAVY-DUTY CONCRETE PAVEMENT N.T.S. 6' WOOD FENCE SCALE: NTS 1" HOLE FOR REBAR STAKE REINFORCED CONCRETE PARKING BUMPER 9" 6" 1'-0" 4'-0" #5 x 2'-0" (2 REQUIRED) 1'-0" 9" PARKING BUMPER SCALE: NTS 18' TYP. 7'-0" TO BOTOM OF SIGN 3'-0" 3'-0" 6" 9' (TYP.) 4" (TYP.) C OF STRIPE L 4" TRAFFIC YELLOW (TYP.) NOTES: 1. SEE SITE PLAN FOR TOTAL PARKING LAYOUT. 2. ALL PAVEMENT STRIPING/ MARKINGS SHALL BE IN ACCORDANCE WITH MUTCD REQUIREMENTS. END OF STRIPE PARKING SPACE STRIPING (N.T.S.) SEE SITE PLAN FOR ANY SIGN VERBIAGE PAVEMENT THICKNESS VARIES (SEE PLAN) 2 3/8" DIA. GALV. STEEL POST CONC. CAP WHEN SIGN IS IN PAVED AREAS, USE 6" SCH. 40 STEEL PIPE PAINTED TRAFFIC YELLOW, FILLED W/ CONCRETE ONE WRAP OF #30 ROOFING FELT 1'-6" DIA. CONC. FOOTING BASE DETAIL IN PAVED AREAS SIGN BASE N.T.S. THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES RESERVED PARKING R7-8 THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES VAN ACCESSIBLE 12" X 6" 84" MIN 1.5" OR 2" GALVANIZED HEAVYWALL CONDUIT SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.I. P.C. CONCRETE 3" 1'-0" ACCESSIBLE PARKING SIGN N.T.S. 2'-0" PRELIMINARY NOT FOR CONSTRUCTION SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 PROJECT NO. SCALE 19.54 N.T.S. DATE: OCTOBER 11, 2019 PROJECT DETAILS SHEET NO. C6.1 NO. DATE REVISION 5' MIN 10 MIL PLASTIC LINER STAKES (TYP) 5' MIN. SANDBAG 10 MIL PLASTIC LINER PLAN STRAW BALES 10 MIL PLASTIC LINER BINDING WIRE STRAW BALES NATIVE MATERIAL (OPTIONAL) OTHER MATERIAL MAY BE USED AS APPROVED BY CITY SANDBAG SECTION WOOD OR SANDBAG METAL STAKES WASHOUT NOTES 1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. 2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. 3. ON-SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES AS DETERMINED IN THE FIELD. 4. TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 5. WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. 6. PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. 7. WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE WILL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF. CONCRETE WASH OUT N.T.S. D A O R IC L B U P 4"-6" COURSE AGGREGATE 1 0 (S E 0 ' M E IN P L . A N S ) 6" THK. MIN. . IN ) M ' 2 S N 1 A L P E E (S GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (WHERE WETNESS IS ANTICIPATED) CONSTRUCTION ENTRANCE GRAVEL "MUD-MAT" N.T.S. SEDIMENTATION/SILT FENCE N.T.S. 6" LEVEL SPREADER 4" CREST ELEV. SAME AS PIPE INVERT 4" 6" 6" 6" 1.5' 3' 6" 1% 10' 8.5' 6%± REINFORCED CONC. HEADWALL RIP-RAP PAD PERFORATED PIPE 6" CURB DISCHARGE PIPE RIP-RAP PAD 1' COMPACTED SUBGRADE SECTION "A-A" 40' (MIN.) PER DESIGN CALC. LEVEL SPREADER CREST ELEV. 6" CURB RIP-RAP PAD SECTION "B-B" LEVEL SPREADER CREST ELEV. 40' (MIN.) PER DESIGN CALC. RIP-RAP PAD A B 3' 6" 1.5' B 8.5' 10' LEVEL SPREADER BOTTOM ELEV. AREA TO BE SODDED CONTOUR MIN. HEIGHT 6" ABOVE LEVEL SPREADER REINFORCED CONC. HEADWALL 5' A DISCHARGE PIPE LEVEL SPREADER DETAIL SECTION THROUGH POND SCALE: NOT TO SCALE PRELIMINARY NOT FOR CONSTRUCTION SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 PROJECT NO. SCALE 19.54 N.T.S. DATE: OCTOBER 11, 2019 PROJECT DETAILS SHEET NO. C6.2 NO. DATE REVISION CLEAN OUT SERIES 58310 MADE BY JOSAM MANUFACTURING CO. OR APPROVED EQUAL, WITH SCORIATED COVER AND BRASS INTERNAL PLUG TYPE 58316 (FOR 5" PIPE) TYPE 58316 FIN. GRADE SEE NOTE 4 SHEET C-1 BRASS INVERTED HEAVY DUTY COVER WITH LETTERS "C.O. CAST ADJUSTABLE HEAD FOR PIPE SIZE AND MATERIAL, REFER TO GRADING PLAN 4" MIN. CONCRETE ENCASEMENT THREADED CLEAN OUT PLUG ENCASE IN CONCRETE 45°BEND PLUG SANITARY CLEANOUT N.T.S. PRELIMINARY NOT FOR CONSTRUCTION SPRING CREEK BUILDING EAST APPLE BLOSSOM AVENUE LOWELL, AR EB LandWorks, Inc. LANDSCAPE ARCHITECTURE CIVIL elbw ENGINEERING P.O. BOX 3432 Fayetteville, Arkansas 72702 PROJECT NO. SCALE 19.54 N.T.S. DATE: OCTOBER 11, 2019 PROJECT DETAILS SHEET NO. C6.3 NO. DATE REVISIONMicrosoft Word 2016