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HomeMy WebLinkAboutExhibit 15_Advisory_Notes.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 9 LUA**-000*** ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use action. Planning: (Contact: Name, 425-430-7219, amorganroth@rentonwa.gov) 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o’clock (7:00) a.m. and eight o’clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o’clock (9:00) a.m. and eight o’clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed bet ween the dates of November 1st and March 31st of each year. The Development Services Division’s approval of this work is required prior to final inspection and approval of the permit. 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. 5. The applicant will be required to submit a Final Stream Mitigation Report and Maintenance and Monitoring proposal. In addition, the applicant will be required to comply with all the code requirements of RMC 4-3-050 Critical Areas. This includes, but is not limited to, placing the critical area within a Native Growth Protection Easement, providing fencing and signage, and providing the City with a site restoration surety device and, later, a maintenance and moni toring surety device. 6. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 7. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, “NO TRESPASSING – Protected Trees” or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 8. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines (2007) and /or your U.S. Fish and Wildlife Service permit. Development Engineering: (Contact: Name, 425-430-7382, afowler@rentonwa.gov) 1. See Attached Development Engineering Memo dated June 2, 2018 ADVISORY NOTES TO APPLICANT Page 2 of 9 LUA18-000305 Fire Authority: (Contact: Corey Thomas, 425-430-7024, cthomas@rentonwa.gov) Environmental Impact Comments: 1. Fire impact fees are applicable at the rate of $ 1.25 per square foot. Credit is given for the demolished building. This fee is paid at time of building permit issuance. Code Related Comments: 1. The preliminary fire flow is 4,000 gpm. A minimum of Four (4) fire hydrants are required. One within 150-feet and others within 300-feet of the building. Hydrants are required within 50-feet of all fire department connections for standpipes and sprinkler systems. A looped water main is required for all buildings with fire flows exceeding 2,500 gpm Hydrant spacing on looped mains is required to be 300 feet on center maximum. 2. Approved fire sprinkler and fire alarm systems are required throughout the building. Direct outside access is required to the fire sprinkler riser rooms. The PIV, FDC and the water main piping cannot be run under the building. Fire alarm systems are required to be fully addressable and full detection is required. Separate plans and permits required by the fire department. 3. Fire department apparatus access roadways are required. Roadways shall be modified to meet or exceed the fire code minimum in and around the proposed new building. Fire lanes are required to meet 20-feet width with 25-foot inside and 45-feet outside turning radius. Roadways shall support a minimum of a 30-ton vehicle and 75-psi point loading. Fire Lane signage required for onsite roadways. Proposed front canopy shall be raised to a minimum of 13 -feet 6-inches of vehicle clearance for fire apparatus. 5. Emergency Responder Radio Coverage requirement per IFC Section 510 and local amended ordinance. 6. A parking structure on the second floor will require the installation of a standpipe. 7. Permits are required for above ground tanks. Separate plans and permits required by the fire department for all above and below ground tank installation. 8. HMIS information is required before the building permit is issued Technical Services: (Contact: Amanda Askren, 425-430-7369, aaskren@rentonwa.gov) 1. Community Services: (Contact: Leslie Betlach, 425-430-6619, lbetlach@rentonwa.gov) 1. Parks Impact fee per Ordinance 5670 applies. Police: (Contact: Cyndie Parks, 425-430-7521, cparks@rentonwa.gov) CONSTRUCTION PHASE Theft from construction sites is one of the most commonly reported crimes in the City. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site should have security lighting, and any construction trailer or storage area should be completely fenced-in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective criminal and will demonstrate that the area is private property. Construction trailers should be kept locked when not in use, and should be fitted with heavy-duty deadbolts with a minimum 1-1/2” throw when bolted. Any construction material that contains cop per should be removed from the construction site at the end of each ADVISORY NOTES TO APPLICANT Page 3 of 9 LUA18-000305 working day. Glass windows in construction trailers should be shatter-resistant. Toolboxes and storage containers should be secured with heavy-duty padlocks and kept locked when not in use. “No Trespassing” signs should be posted on the property during the construction phase. These signs will allow officers, upon contact, to provide a verbal warning to trespassers that should they be contacted on the property again, they could be cited and/or arrested. COMPLETED FACILITY All exterior doors should be made of solid metal or metal over wood, with heavy -duty deadbolt locks, latch guards or pry-resistant cylinders around the locks, and peepholes. All strikeplates should have 2-1/2 to 3” wood screws. If glass doors are used, they should be fitted with the hardware described above and additionally be fitted with a layer of security film. Security film can increase the strength of the glass by up to 300%, greatly reducing the likelihood of breaking glass to gain entry. Access to the back of the buildings should be limited, preferably with security fencing or gates, as these areas could be vulnerable to crime due to the lack of natural surveillance by vehicle and/or pedestrian traffic. It is important to direct all foot traffic into the main entrance of the building. Any alternative employee entrances should have coded access to prevent trespassing. All areas of this project need to have adequate lighting. This will assist in the deterrent of theft of and from motor vehicle as well as provide safe pedestrian travel for customers utilizing the business. The structure should have a building number clearly posted with numbers at least 6” in height and of a color contrasting with the building. This will assist emergency personnel in locating the correct location for response. Landscaping should be installed with the objective of allowing visibility – not too dense and not too high. Too much landscaping will make customers and employees feel isolated and will provide criminals with conceal ment to commit crimes such as burglary and malicious mischief (property destruction). It is important for safety and security reasons to have appropriate lighting and signage. Use plenty of lights throughout your property, not just in the areas you thin k are most vulnerable. “No Trespassing” signs should be posted in conspicuous locations throughout the property, including entrances to the property and parking areas. Garbage and recycling dumpsters, according to plans, are placed in the farthest corne rs behind the property, bordering greenbelt area. Due to limited visibility of this area it is recommended dumpster areas be gated and locked during and after business hours to prevent loitering, illegal dumping and/or tampering. Additional lighting should also be placed around these areas for extra visibility. Most theft of vehicles from dealerships is the result of keys and key fob’s not properly secured. To prevent theft of automobiles and inventory at car dealerships, it is recommended to put in pla ce a high level of security around key management. Electronic key cabinets are one recommendation that come with audit tracking systems to secure keys and allow inventory control as well as require specific check-in/check-out monitoring. Key management is to include the service department when customer vehicles left on-site for overnight service have keys readily available to “grab & go”. ADVISORY NOTES TO APPLICANT Page 4 of 9 LUA18-000305 It is recommended that the dealership lot have proper barriers and fencing in place to prevent theft. Fencing with barbed wire is recommended to store surplus inventory. Gates are recommended at all entrances/exits and secured after hours to make it more difficult to drive vehicles off the lot due to theft. Bollards are recommended throughout the property to prevent theft of vehicle. In review of the plans it looks like there will be some bollards placed around the main building. When considering bollards as a deterrent to vehicle theft, note that bollards can be placed throughout several areas of the property as permanent, decorative, and/or moveable. Due to the high-dollar inventory at auto dealerships, hired security guards and video monitored surveillance is recommended. Guards can patrol major access points and minimized the threat of loss. The presence of guards patrolling a property can discourage criminals from targeting your dealership. An auxiliary security service could be used to patrol the property, preferably between the hours of 10:00 p.m. and 6:00 a.m. Video monitored surveillance for this type of inventory should be in “real time”. If an alarm is tripped and is being monitored, police can be dispatched immediately, increasing the chance of preventing the theft before it happens and possibly arrest of a suspect. If you choose to use security guards and/or surveillance, post signs throughout the property announcing that you do so. Let would-be criminals know you are watching. I highly recommend that the developer have a Renton Police Crime Prevention Representative conduct a security survey of the premises once construction is complete. Building: (Contact: Craig Burnell, 425-430-7290, cburnell@rentonwa.gov) 1. Recommendations of the geotechnical report must be followed. ADVISORY NOTES TO APPLICANT Page 5 of 9 LUA18-000305 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: June 2, 2018 TO: Alex Morganroth, Planner FROM: Ann Fowler, Civil Engineer III, Plan Reviewer SUBJECT: Utility and Transportation Comments for Walker Subaru 3400 East Valley Road LUA 18-000305 I have reviewed the application for the Walker Subaru at 3400 East Valley Road (APN(‘s) 3023059067) and have the following comments: EXISTING CONDITIONS The site is approximately 5.65 acres in size and is square in shape. The existing site is mostly impervious gravel area which has been used as a vehicle storage lot. Site soils are generally contaminated with oils from the continued use of vehicular storage. Water Water service is provided by City of Renton. The site is in the Valley service area in the 196 hydraulic pressure zone. There is an existing 12-inch City water main located in East Valley Road (see Water plan no. W-0304) that can deliver a maximum total flow capacity of 5,000 gallons per minute (gpm). The approximate static water pressure is 75 psi at the elevation of 20 feet. The site is located outside of an Aquifer Protection Area. There is an existing 3/4-inch water meter serving the existing building on the property. Sewer Wastewater service is provided by the City of Renton. There is an existing 8-inch PVC wastewater main located in East Valley Road (see City plan no. S-0200). Storm There is an existing storm drainage system in East Valley Road (see City plan no. R-1999). There no existing on- site conveyance system or stormwater features. Surface run-off from the site appears to drain to the abutting wetlands as well as to the public drainage system in East Valley Road. Streets East Valley Road is a Collector Arterial Street with an existing right of way (ROW) width of 85 as measured using the King County Assessor’s Map. Current street frontage improvements include curb and gutter and a 6-ft sidewalk on both sides of the street. The site borders State Route 167 (SR 167) on the east property line. WSDOT has identified, in their long-range planning programs for I-405 and SR-167, a direct access connection to and from the south at SW 27th Street, which the City supports. Applicant should further coordinate with WSDOT at 425-456-8538 for further coordination and to verify any future impacts related to widening of the highway. CODE REQUIREMENTS WATER ADVISORY NOTES TO APPLICANT Page 6 of 9 LUA18-000305 1. Based on the information submitted with the land use application, Renton Regional Fire Authority has determined that the preliminary fire flow demand for the development is 4,000 gpm. 2. The proposed water main improvements as shown on the composite utility civil plan submitted with the Land Use Application provides the required looped 10-inch water main around the building and connecting to the existing 12-inch water main in East Valley Road since the fire flow demand is above 2,500 gpm. a. A 15-ft water easement is required for the looped water main. b. No buildings, structures or vaults shall be placed within the easement area or within 5 feet of the water main. c. A minimum of 10 feet horizontal separation shall be provided from the water main to the wetlands and buffer area. 3. Installation of fire hydrants shall be as required by Renton Fire Prevention will be required. The number and location of the hydrants shall be determined based on the City’s review of the final building and site plans. 4. Installation of a fire sprinkler stub with a detector double check valve assembly (DDCVA) for backflow prevention to the building. The DDVCA shall be installed in an outside underground vault per City standard plan no. 360.1 (or 360.2 depending on the size of the system). The DDVCA may be installed inside the building if it meets the conditions as shown on the City’s standard plan 360.5 for the installation of a DDCVA inside a building. 5. A reduced-pressure principle backflow prevention assembly (RPBA) is required for water meters for retail, commercial, industrial water use. The RPBA shall be installed inside an above-ground heated enclosure per City standard plan no. 350.2. The RPBA may be located inside the building if a drainage outlet for the relief valve is provided and the location is pre-approved by the City Plan Reviewer and City Water Utility Department. 6. Meter sizing shall be based on Uniform Plumbing Code meter sizing criteria. Sizing calculations shall be provided to the City. Meters 3” or larger, shall be installed in a concrete vault located outside of the building per COR Standard Plan 320.4. By-pass piping, valves, and associated piping shall be purchased and installed by the developer / contractor under City observation for meters 3” or larger. 7. A separate meter is required for landscape irrigation per COR Standard Plan 320.1. A double check valve assembly (DCVA) is required behind the meter per COR Standard Plan 340.8. 8. Please refer to City of Renton General Design and Construction Standards for Water Main Extensions as shown in Appendix J of the City’s 2012 Water System Plan. 9. Adequate horizontal and vertical separation between the new water main and other utilities (storm sewer pipes and vaults, sanitary sewer, power, gas, electrical) shall be provided for the operation and maintenance of the water main. 10. Retaining walls, rockeries or similar structures cannot be installed over the water main unless the water main is inside a steel casing. 11. The development is subject to a water system development charge (SDC) fee. This is payable at construction permit issuance. Proposed water meter sizes have not been noted on the preliminary utility plans. Typical water meter sizes and associated fees are noted as follows: a. The SDC fee for water is based on the size of the new domestic water to serve the project. The current water fee for a single 1-inch meter is $3,727.00 per meter, 1-1/2 inch meter is $18,635.00 and a 2-inch meter is $29,816.00. b. A water system redevelopment credit will apply for the existing domestic water meters if they are abandoned. c. The SDC fee for fire service is based on the size of the fire service line to serve the project. The current SDC fee for a 6-inch fire service line is $23,843.00. d. SDC fees are assessed and payable at construction permit issuance. 12. Water service installation charges for each proposed domestic water service is applicable. Water Service installation for a 1-inch water service line is $2,850.00* per service line, a 1-1/2 inch water service is $4,580.00* per service line and for $4,710.00* for each 2-inch water service line. This is payable at construction permit issuance. 13. Drop-in meter fee is $460.00* per meter for a 1-inch meter, $750.00* for a 1-1/2 inch meter, and $950.00* for a 2-inch meter. This is payable at issuance of the building. 14. Final determination of applicable fees will be made after the water meter size has been determined. ADVISORY NOTES TO APPLICANT Page 7 of 9 LUA18-000305 15. Additional water system development charges and water meter charges will apply if a landscape irrigation meter is required and is based on the size of the meter. SEWER 1. All existing side sewers will be required to be cut and capped during demolition of the properties. New side sewers shall be installed to serve each building. 2. Any covered parking areas, if proposed, will need to direct parking drainage to the sanitary sewer system through an oil/water interceptor. If any parking is not covered, it will need to be directed away from the sanitary sewer and into the storm sewer system. 3. If floor drains are required by the building department, drains are required to be connected to the sanitary sewer system. Flows shall be directed through the floor drains that are installed in accordance with the Uniform Plumbing Code to an interior or exterior oil/water separator. 4. The development is subject to applicable wastewater system development charges based on the size of the new domestic water to serve the project. a. SDC fee for sewer is based on the size of the new domestic water to serve the project. The current sewer fee for a 1-inch meter is $2,837.00 per meter, 1-1/2 inch meter is $14,185.00 and a 2-inch meter is $22,696.00. b. A redevelopment credit of the wastewater system development charges in the amount equal to the SDC fee for the size of the existing domestic water meter(s) will be applied to each of the existing meters if they are abandoned and capped at the main line. c. SDC fees are payable at construction permit issuance. SURFACE WATER 1. A geotechnical report, dated April 27, 2018, completed by Migizi Group, Inc., for the site has been provided. Erosion control measures will need to be in place prior to starting grading activities on the site. The report discounts the use of infiltration due to the high groundwater table present on the project site. Geotechnical recommendations presented need to be addressed within the project plans. 2. A Preliminary Drainage Plan and Technical Information Report (TIR), dated May 2018, was submitted by AHBL with the Land Use Application. Based on the City of Renton’s flow control map, the site falls within the Peak Rate Flow Control Standard area matching Existing Site Conditions and is within the Black River Drainage Basin. The development is subject to Full Drainage Review in accordance with the 2017 Renton Surface Water Design Manual (RSWDM). All nine core requirements and the six special requirements have been discussed in the Technical Information Report. 3. As discussed in the TIR, the applicant has determined that the redevelopment project is exempt from Core Requirement #3, Flow Control, since the proposed development will result in less than a 0.15 cfs increase in surface water run-off from the existing site conditions 100-year peak flow rate when modeled using the latest version of the Western Washington Hydrology Model (WWHM 2012), as outlined in Core Requirement #3. a. The redevelopment project is proposing to upgrade existing gravel and/or hard compacted dirt to asphalt. The existing ground surface is not currently serviced by an existing piped or channeled conveyance system. As such, while the existing ground surface is defined as an existing impervious area, it is classified as an existing non-effective impervious area for the purposes of continuous modeling land cover types per Section 3.2.2. b. As defined in Section 3.2.2, non-effective impervious area is assumed to have the same hydrologic response as the immediately surrounding pervious area. Therefore, the existing gravel/hard compacted dirt land cover shall be modeled as grass rather than impervious surface. c. The applicant will need to provide an updated WWHM model demonstrating compliance with the exception criteria outlined in Section 1.2.3.1.A as part of the civil construction permit application. If the exception criteria outlined in the RSWDM cannot be achieved, the applicant will be required to comply with all requirements of Core Requirement #3, which may include installation of a detention facility ADVISORY NOTES TO APPLICANT Page 8 of 9 LUA18-000305 which shall be designed in accordance with the RSWDM that is current at th e time of civil construction permit application. 4. The development is required to provide enhanced basic water quality treatment prior to discharge. Project water quality treatment will consist of two separate systems in order to maintain the two natural discharge locations. The east natural discharge basin will consist of conveyance to a bioretention cell prior to discharging into the existing wetland to the east. The west natural discharge basin will consist of conveyance to a proprietary water quality filter system prior to connection to the existing 12-inch concrete stormwater main located along East Valley Road. a. The applicant shall provide the GULD approval for the proposed water quality treatment filter system verifying that the system has been accepted by the Department of Ecology. b. The conveyance and water quality systems shall be designed in accordance with the RSWDM that is current at the time of civil construction permit application. 5. There are no potential downstream flooding or erosion issues identified in the drainage report. 6. Appropriate on-site BMPs will be required to help mitigate the new runoff created by this development. A preliminary drainage plan, including the application of on-site BMPs, has been included with the land use application, which identifies the use of basic dispersion to mitigate the impervious roof area. The final drainage plan and drainage report must be submitted with the civil construction permit application. a. Final evaluation of the application of on-site BMPs to the maximum extent feasible will be completed during civil construction permit review. The applicant may be required to apply additional on-site BMPs in order to meet the minimum requirements outlined in Core Requirement #9. 7. All work proposed outside of the applicant’s property will require a permanent drainage easement to be provided to the City and a temporary construction easement prior to any permits being issued. 8. A Construction Stormwater General Permit from Department of Ecology will be required since grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SWPPP) is required for this site. 9. Surface water system development fee is $0.687 per square foot of new impervious surface, but not less than $1,718.00. This is payable prior to issuance of the construction permit. TRANSPORTATION 1. The proposed development fronts East Valley Road along the west property lines. East Valley Road is classified as a Collector Arterial Road. Existing right-of-way (ROW) width is approximately 85 feet. To meet the City’s complete street standards for collector arterial streets, minimum right of way width is 94 feet. Dedication of 4.5 feet of right of way would be required. The proposed development is subject to half-street frontage improvements which includes installation of paved travel width of 41 feet, with 8-ft wide parking on both sides, 0.5-ft wide curbs, 8-ft wide landscaped planters, 8-ft wide sidewalk, and 2 feet of clear width at back of sidewalk. a. The existing pavement width along East Valley Road is approximately 36 feet with a 0.5-foot curb/gutter and a 6-foot sidewalk on the east and west sides of roadway along the project frontage. The City’s Transportation section and Economic Development section reviewed East Valley Road and the surrounding area and have determined that a modified collector arterial street section along the east side of East Valley Road is more suitable for this location of East Valley Road. b. The modified collector arterial street section along the east side of East Valley Road will maintain the existing pavement width and curb-line. Applicant shall install a new 8-ft planter strip behind the existing curb-line and a new 6-ft sidewalk behind the new planter strip. No right-of-way dedication will be required to install the required frontage improvements. 2. The applicant has requested a street modification in order to match the modified the ROW width and street cross section to match the existing roadway section and street frontage improvements noted above. a. City staff is recommending approval of the applicant’s street modification request. Please see the Street Modification Criteria and Analysis for a complete summary of the request, staff analysis, and staff recommendation. 3. ADA access ramps shall be installed at all street crossings. Ramps shall be shown at each intersection. Ramps shall be oriented to provide direct pedestrian crossings. 4. Parking lot construction shall be in accordance with City code 4-4-80G. ADVISORY NOTES TO APPLICANT Page 9 of 9 LUA18-000305 5. Street lighting and street trees are required to meet current city standards. Lighting plans are required to be submitted with the land use application and will be reviewed during the construction utility permit review. 6. A traffic analysis dated April 30, 2018, was provided by Transportation Engineering Northwest (TENW). The site generated traffic volumes were calculated using data from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, (2017). Based on the calculations provided, the proposed development would average 974 new daily vehicle trips. Weekday peak hour AM trips would generate 66 new vehicle trips, with 18 vehicles leaving and 48 vehicles entering the site. Weekday peak hour PM trips would generate 85 new vehicle trips, with 34 vehicles entering and 51 vehicles exiting the site. As detailed in the report the proposed project is not expected to lower the levels of service of the surrounding intersections included in the traffic study. Increased traffic created by the development will be mitigated by payment of transportation impact fees. 7. Refer to City code 4-4-080 regarding driveway regulations. Driveways shall be designed in accordance with City standard plans 104.1 and 104.2. a. The maximum width of any driveway shall not exceed 30-feet. b. Driveways shall be located a minimum of 5-feet from property lines. c. Maximum driveway slope is 8%. d. Site accesses must be a minimum of 125-ft from the intersection. e. The maximum number of driveway cuts is two (2) driveways per 330-ft of street frontage. 8. Paving and trench restoration shall comply with the City’s Trench Restoration and Overlay Requirements. 9. Payment of the transportation impact fee is applicable on the construction of the development at the time of application for the building permit. The transportation impact fee that is current at the time of building permit application will be levied. 10. Concurrency under separate cover, if applicable. GENERAL COMMENTS 1. All existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) along property frontage or within the site must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. 2. Maximum exposed retaining wall height is 6-ft and shall be setback a minimum of 3-ft from the right-of-way as outlined in RMC 4-4-040 – Fences, Hedges and Retaining Walls. 3. Adequate separation between utilities as well as other features shall be provided in accordance with code requirements. a. 7-ft minimum horizontal and 1-ft vertical separation between storm and other utilities is required with the exception of water lines which require 10-ft horizontal and 1.5-ft vertical. b. The stormwater line should be minimum 5 feet away from any other structure or wall or building. c. Trench of any utility should not be in the zone of influence of the retaining wall or of the building. 4. All civil construction permits for utility and street improvements will require separate plan submittals. All utility plans shall confirm to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. Please visit the Development Engineering Forms page for the most up-to-date plan submittal requirements: http://rentonwa.gov/business/default.aspx?id=42473 5. A landscaping plan shall be included with the civil plan submittal. Each plan shall be on separate sheets. 6. Fees quoted in this document reflect the fees applicable in the year 2017 only and will be assessed based on the fee that is current at the time of the permit application or issuance, as applicable to the permit type. Please visit www.rentonwa.gov for the current development fee schedule. 7. * An additional 3% technology fee will be added to each fee marked with an asterisk (*). 8. A demo permit is required for the demolition of the existing building. The demo permit shall be acquired through the building department.