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HomeMy WebLinkAboutPRE_Pre-Application Notes_170727PREAPPLICATION MEETING FOR 17_a 5 P" s rery P-4 D 601 Monster Rd SW +NC-*"(" s'. eo iz PfLe-SPI' PRE 17-000418 CITY OF RENTON Department of Community & Economic Development Pl,l_nrg Division July 27, 2017 Contact Information: Planner: Jill Ding, 425.430.6598 Public Works Plan Reviewer: Rohini Nair, 425.430.7298 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, tali and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre -application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). FIRE & EMERGENCY SERVICES DEPARTMENT Ctyof M E M O R A N D U M � �2 I () M DATE: July 19, 2017 TO: Jill Ding, Senior Planner FROM: Cory Cappelletti, Plans Review Inspector SUBJECT: 601 Monster Road SW ,q0 1. The prelirfiinajM DO m. A minimum of fijtL5 re hydrants are required. in 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. There are private hydrants on the property. A comprehensive analysis of the water system shall be made and report submitted by a state licensed fire protection engineer. In lieu of this analysis, a public water system shall be extended to the site of this new building with adequate fire flow and fire hydrant protection as required by the Renton Regional Fire Authority. There are existing PIV's that appear to be where the building will extend. These will be required to be relocated. Any water mains cannot be run under the building. 2. Fire impact fees are applicable for the additions at the rate of $ 0.12 per square foot for warehouse and $0.21 for office areas. Credit is given for the areas that are demolished. This fee is paid at time of building permit issuance. 3. 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. The fire alarm requirement is for the entire building both the new and the existing areas. Separate plans and permits required by the fire department. 4. 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 tuming radius. Roadways shall support a minimum of a 30 -ton vehicle and 75 -psi point loading. Fire Lane signage required for onsite roadways. 5. Building must comply with the a der dio Coverage requirement per ICC Section 510 and local amen ed ordinance.` hA3000 crr13200 tech svcslplans review-inspector1preappslsunsetvicwapts.doc DEPARTMENT OF COMMUNITY__ AND ECONOMIC DEVELOPMENT D102 M E M O R A N D U M DATE: July 27 2017 TO: Jill Ding, Land Use Planning section FROM: \v 4", Rohini Nair, Plan Review section SUBJECT: V�` 601 Monster Road SW Preapp PRE17-000418 601 Monster Road SW NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official city decision -makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above -referenced proposal located at 601 Monster Road SW. The following comments are based on the pre -application submittal made to the City of Renton by the applicant. WATER The project is within the City's water service area in the 196 -hydraulic pressure -zone. The site is outside of the City's wellhead protection areas. There is an existing 12 -inch water main in Monster Rd SW and a 12 -inch water main in Oakesdale Ave SW that can deliver a maximum flowrate of 4,000 gpm. There is also an existing 12 -inch water main within the parking lot of the adjacent property to west. The static water pressure is about 70 psi at ground elevation of 26 feet. There is an existing 3 -inch domestic water meter and a 10 -inch fire sprinkler supply line to the building that are located in one common vault on the south side of Monster Rd 5W. (see City water project plan no. W-0337). There are 3 existing privately -owned fire hydrants within the site that are connected to a privately - owned 10 -inch water line. The exact location and condition of the existing private'main is unknown due to limited City records on the existing on-site utilities. The'maximum flowrate for the on-site water line is limited to 1,90.0 gpm since it is connected to a single feed 10 -inch supply at the check vale ssembly in the vault.�- Based on the review of the project information submitted for the pre -application meeting, Renton Regional Fire Authority has determined the preliminary fire flow demand for the development is 5,000 gpm including the use of a fire sprinkler system. The fire flow demand exceeds the maximum capacity 601 Monster Road SW Preapp PRE17-000418 Page 2 of 5 July 27, 2017 �oa=3� +j g YfAAn S of 4,000 gpm from the City's 12 -inch water main in Monster Road SW. The applicant will need to reduce the fire flow demand of the building by other construction methods. The following developer's installed water main improvements will be required to provide domestic and fire protection service to the development including but not limited to: 1. Per City codes, a looped public water main around the building is required when the fire flow demand exceeds 2,500 gpm. A 15 -foot utility easement will be required for the new water main(s), hydrants and water meters within the property. 2. Installation of off-site and on-site fire hydrants. The location and number of hydrants will be determined by the Fire Authority based on the final fire flow demand and final site plan. A hydrant is required within 50 feet of the building's fire sprinkler system fire department connection (FDC). Replacement of the existing 10 -inch single check valve inside the fire sprinkler vault with a new detector -double-check valve assembly (DDCVA) per Renton standard plan no. 360.2. The existing single check valve does not meet current City and State's requirements for backflow prevention for fire sprinkler system. The new DDCVA can also be connected to new on-site water main. The DDCVA may be installed inside the building if it meets the conditions as shown on City's standard plan 360.5 for the installation of a DDCVA inside a building. The location of the DDCVA inside the building must be pre -approved by the City Plan Reviewer and Water Utility. 4. Replacement of the existing 3 -inch domestic water meter which is currently located in the fire sprinkler vault with a new 3 -inch meter inside_a,ngwXault per Renton standard plan no.320.4. The applicant can also verify if a smaller can be used based the meter sizing criteria from the Uniform Plumbing Code. 5. Installation of a reduced pressure backflow assembly (RPBA) inside a heated enclosure "hot box" behind the domestic water meter per Renton 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. Installation of a landscape irrigation meter and double check valve assembly (DNA), if applicable. 7. Abandonment of existing privately -owned on-site water main and fire hydrants. S. Civil plans for the water main improvements will be required and must be prepared by a professional �t r registered in the State of Washington. Please refer to City of Renton General Design and struction Standbir s fdr Water Main Extensions as shown in Appendix J of the City's 2012 Wafer System Plan. Adquate horizontal and vertical separations 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. Retaining walls, rockeries or similar structures cannot be installed over the water main unless the water main is installed inside a steel casing. t. 4� �C� 601 Monster Road SW Preapp PRE17-000418 July 27, 2017 Page 3 of 5 The development is subject to applicable water system development charges (SDC) and of meter installation fees based on the number and size of the meters for domestic uses and for the fire sprinkler stubs. The SDC fee that is current at the time of issuance of the construction permit will be applicable. Payment is due prior to issuance of the construction permit. SEWER 1. The project is within the city of Renton sewer service area. 2. Analysis of the sewer usage for the existing and the proposed use should be provided to the City and show us how the proposed facility will be served. Are the existing lift station and force main sized to serve the additional use? 4 11 3. Plans provided with the land use application should show existing sewer facilities in relation to LJ the proposed new structure. There should be minimum 5 feet horizontal separation from the outer edge of any public sewer structure to any new building addition/structure. Any potential Cyt V` encroachment of building over any sewer facility (public and private) will require relocation of the sewer facility. 4. System development fee for sewer is based on the size of the new domestic water to serve the proposed project, if any new domestic water meter will be required for the proposed change. SURFACE WATER 1. As per the 2017 City of Renton Surface Water Design Manual, drainage review is required for projects that meet any of the following conditions: i. The project adds or will result in 2,000 square feet or more of new impervious surface, or replaced impervious surface, or new plus replaced impervious surface, OR ii. The project proposes 7,000 square feet or more of land disturbing activity, OR iii. the project proposes to construct or modify a drainage pipe or ditch that is 12 inches or more in size/depth, or receives storm water runoff or surface water from a drainage pipe/ditch that is 12 inches or more in size/depth, OR iv, the project contains or is adjacent to a flood, erosion, or steep slope hazard area as defined in RMC 4-3-050, or projects located within a Landslide Hazard Drainage Area, V. the project is a redevelopment project proposing $100,000 or more of improvements to an existing high -use site. A drainage study complying with the 2017 City of Renton Surface Water Design Manual is required. Based on the City's flow control map, this site falls within the Flow Control Standard (Existing Peak Conditions. On --site BMPs will also be required. t/ 2. Erosion control measures to meet the City requirements should be ovided. 3. A geotechnical report complying with the requirements in the 2017 City of Renton Surface Water Design Manual is required for the project. Information on the water table and soil permeability, with recommendations of appropriate on-site iMP options with typical designs for � L V 601 Monster Road SW Preapp PRE17-000418 July 27, 2017 Page 4 of 5 the site from the geotechnical engineer, shall be submitted with the land use application. The measured infiltration rate of the soil should be provided. 4. The development is subject to a system development charge (SDC) for stormwater. The 2017 SDC for stormwater is $0.641 per square foot of new impervious surface area, but not less than $1,608.00. The fee that is current will be charged at the time of construction permit issuance. 5. The site is located in the Black River drainage basin. 6. A Construction Stormwater Permit from Department of Ecology is required for projects that have clearing and grading exceeding one acre. I TRANSPORTATIONS 1. The site has public street frontage on Monster Road SW Principal Arterial on the north and Monster Road SW Collector street on the East. Per RMC 4-6-060, the required minimum ROW width on Principal Arterial street is 103 feet (for a 5 lane street). The code required minimum ROW width on collector street is 83 feet (for 2 lane street) and 94 feet f(or 3 lane street). Monster Road SW (Principal Arterial) - Transportation section has recommended to keep the location of the existing south curb on line on this street. Frontage O• s improvements include 0.5 feet wide curb 8 feet w6de RI nter, 5 feet wide sidewalk, and 8 • PWt 1 feet clear width back of sidewalk. Sto a er improvements and street lighting are S.0 r."" also frontage improvements. The ROW width at a minimum should extend to 1 feet (. v"back of sidewalk. The frontage improvements and ROW should be provided by the development. A street modification request maybe submitted by the developer to provide the Transportation section recommended street section instead of the code required ROW and street section. Maximum allowed slope back of sidewalk is 4H: 1V. �� GV 15 S Monster Rd SW ( collector street) —The west curb line should be located 16 fe,from the existing buttons in the centerline of the street _and from the west line ns delineating the northbound left turn lane at the approach to the intersectior+ h Oakesdale Ave SW. This is for 1-11 foot wide travel lane and 1- 5 foot wide bike lane. Frontage improvements include 0.5 feet wide curb 8 feet wide planter, 5 feet wide sidewalk, and 1 feet clear width back of sidewalk. Stormwater improvements and street lighting are also frontage improvements. The ROW width at a minimum should extend to 1 feet back of sidewalk. The frontage improvements and ROW should be provided by the development. A street modification request maybe submitted by the developer to provide the Transportation section recommended street section instead of the instead of the code required ROW and street section. Maximum allowed slope back of sidewalk is 4H: 1V. A marked crosswalk may be required to be provided across the Monster Rd ' SW ( collector street). 2. The new/relocated driveway on Monster Road SW will require restriping on Monster Road SW to provide two-way turning pavement marking. .1 601 Monster Road SW Preapp PRE17-000418 July 27, 2017 Page 5 of 5 3. Sites that generate 20 or more net new peak hour trips (either in the AM peak or PM peak) are required to do a traffic impact analysis. The trips should be calculated based on the guidelines of the current ITE Trip Generation Manual. Refer to the attached policy guidelines for traffic impact analysis. If the site generates 20 or more new peak hour trips in either AM peak or PM peak, then contact the City to get information of the areas where traffic analysis is required. 4. Payment of transportation impact fee is applicable at the time of the building permit. Please see the included City of Renton Fee Schedule for the transportation impact fee rates. The impact fee is subject to change. The transportation impact fee that is current at the time of building permit will be applicable. S. Paving and trench restoration that will be required for any work associated with the proposed will comply with the City's Standard Trench Restoration and Overlay Requirements. 6. Stree hting as ilea jir nt code standards is required to be provided. 7. Undergrounding of existing and new utilities in the frontage is required. Ul GENERAL COMMENTS • All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a. licensed Civil Engineer. • All fees that are current at the time of permit will be applicable. • All utilities serving the site and on the frontage are required to be undergrounded. • All plan review for the City is now paperless. Please see http://rentonwa.govipaper[ess/ for. more information u f. 5 DEPARTMENT OFC1TYOF COMMUNITY AND Renton WJ ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 27, 2017 TO: Pre -Application File No. 17-000418 FROM: Jill Ding, Senior Planner SUBJECT: 601 Monster Road SW Addition General: We have completed a preliminary review of the pre -application for the above - referenced development proposal. The following comments on development and permitting issues are based on the pre -application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentanwa.eov Project Proposal: The subject property is located at 601 Monster Road SW. The applicant is proposing to remove the existing east and north warehouse walls, including the office area; reconfiguring the building footprint to increase functionality, clear height and floor area. This building effort would also include removal of the entire existing roof system and extending the height of the existing walls. The resulting building proposed would be an increase in approximately 19,000 SF for a total building footprint of 162,885 SF. New fire sprinklers would be installed throughout the building. Revisions to the site would be to implement a 4 foot deep truck well along the east dock face of the building, widening of the south drive lane, adding a south connecting drive lane to the existing southeast parking area and modifying the north parking area including its access to Monster Road. The completed building effort would create a speculative warehouse shell and would in the future permit for tenant improvements of specific lease users. The existing site is 418,876 sf (9.62 acres) and is zoned Industrial Medium (IM). Vehicular access to the site is currently from Monster Road SW via 2 driveway curb cuts. The site is currently mapped with sensitive and protected slopes and a moderate coal mine hazard. In addition, there is an offsite wetland to the southwest of the project site. Current Use: The subject site is currently developed with a 143,862 sf building that was most recently used by Graphic Packaging. k:\preapps\2017\pre17000418_601 monster road sw\02.review comments\planning_17-000418 601 monster road sw (im zone, geologic, wetlands).doc 601 Monster Rd SW Page 2 of 5 July 27, 2017 Zoning: The subject site is located within the Medium Industrial (IM) zoning designation. The site is also located within the Employment Area Valley Comprehensive Plan designation. Office and warehouse uses are outright permitted uses in the IM zone. Development Standards: The project would be subject to RMC 4-2-130A, "Development Standards for Industrial Zoning Designations" (noted as "IM standards" herein). A copy of these standards are available online. Minimum Lot Size Width and Depth — There are no minimum requirements for lot width or depth within the IM zone, however, there is a minimum lot size requirement of 35,000 square feet. Currently the existing lot is 418,876 sf (9.67 acres), which exceeds the minimum lot size requirement. Lot Coverage — There is no minimum lot coverage requirement within the IM zone, except for the limitations imposed by the City's landscaping requirements. The proposed addition would result In an Increase in 19,000 to the existing footprint for a total of 162,885 sf or 39% building coverage. Setbacks — Setbacks are the distance between the building and the property line or any private access easement. The required setbacks in the IM zone for properties not next to a Principal Arterial or residential properties are as follows: 15 feet for a front yard and side yard along a street; zero for the rear yard; zero for the interior side yards; and a 10 -foot landscaped setback is required from a freeway. The proposed addition would exceed all required setback areas, which complies with this requirement Building -Height —There is no maximum building height requirement within the IM zone. Parking — Parking for vehicles and bicycles, loading areas, and driveways shall be provided in accordance with the provisions of the current parking regulations of RMC 4-4-080, "Parking, Loading, and Driveway Regulations." The following ratio would be applicable to the site for office and warehouse uses: Use Ratio Spuore footage proposed Required spaces Office A minimum of 8,500 sf Min: 17 2.0 per 1,000 Max: 38 square feet of net floor area and a maximum of 4.5 parking spaces per 1,000 square feet of net floor area. Warehouse A minimum and 154,305 sf Min/max: maximum of 1 103 per 1,500 square feet of net floor area. k:\preapps\2017\pre17000418_601 monster road sw\02,review comments\planning_17-000418 601 monster road sw (im zone, geologic, wetlands).doc 601 Monster Rd SW Page 3 of 5 July 27, 2017 Based on the square footages of the proposed uses, the applicant would be required to provide 120 to 141 spaces. The proposal includes the provision of 127 spaces, which would comply with the parking requirements. It should be noted that the parking regulations specify standard stall dimensions. Surface parking stalls must be a minimum of 9 feet x 20 feet, compact dimensions of 8% feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet; compact surface parking spaces shall not account for more than 30 percent of the spaces in the surface parking lots. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. The appropriate amount of ADA accessible stalls based on the total number of spaces must be provided. Bicycle parking shall be provided in compliance with RMC 44-080F.11, at a rate of 10 percent of the number of required parking spaces. A minimum of 12 bicycle parking spaces would be required. Bicycle parking shall be provided for secure extended use and shall protect the entire bicycle and Its components and accessories from theft and weather. Acceptable examples include bike lockers, bike check-in systems, in -building parking, and limited access fenced areas with weather protection. Landscaping — Except for critical areas, all portions of the development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought -resistant vegetative cover. Please refer to landscape regulations (RMC 4-4-070 and RMC 4-4-080F.7) for further general and specific landscape requirements. Ten feet (10') of on-site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways. Surface parking lots with 100 or more parking spaces are required to provide 35 square feet of interior parking lot landscaping per parking space, as specified below: Interior Parking Lot Landscaping: Any interior parking lot landscaping area shall be a minimum of eight feet X81 in width and 12' deep. Landscaping shall be dispersed throughout the parking area and shall include m rare of trees, shrubs, and groundcover as follows: a. Trees shall be two inches (2") in diameter at breast height (dbh) for multi -family, commercial, and industrial uses. At least one tree for every six (6) parking spaces within the lot interior shall be planted. b. Shrubs at the minimum rate of one per twenty (20) square feet of landscaped area shall be planted. Up to fifty percent (5036) of shrubs may be deciduous. c. Ground cover shall be planted in sufficient quantities to provide at least ninety percent (90%) coverage of the landscaped area within three (3) years of installation. d. There shall be no more than fifty feet (50') between parking stalls and an interior parking lot landscape area. Perimeter parking lot landscaping is required, as specified below: Perimeter Parking Lot Landscaping: Such landscaping shall be at least ten feet (10') in width as measured from the street right-of-way. Standards for planting shall be as follows: a. Trees shall be two inches (2") in diameter at breast height (dbh) for multi -family, commercial, and industrial uses at an average minimum rate of one tree per thirty (30) lineal feet of street frontage. k:\preapps\2017\p re 17000419 601 monster road sw\02.review comments\planning_17-000418 601 monster road sw (im zone, geologic, wetlands).doc 601 Monster Rd SW Page 4 of 5 July 27, 2017 b. Shrubs at the minimum rate of one per twenty (20) square feet of landscaped area. Up to fifty percent (50%) of shrubs may be deciduous. c. Ground cover in sufficient quantities to provide at least ninety percent (90%) coverage of the landscaped area within three (3) years of installation. Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements. A landscape plan is required at the time of formal land use application. Refuse and Recycling Areas — Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards." For office, educational, and institutional developments, a minimum of 2 sf for every 1,000 sf of building gross floor area shall be provided for recyclable deposit areas and a minimum of 4 sf for every 1,000 sf of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 sf. Required location criteria and screening are provided in the code section. The applicant would be required to demonstrate compliance with the refuse and recyclable deposit area standards at the time of formal land use application for the proposed addition. Screening — Screening must be provided for all surface -mounted and roof top utility and mechanical equipment. If part of the addition, the land use application will need to include elevations and details for the proposed methods of screening if equipment. Screening regulations are detailed in RMC 4-4-095. Fences — If the applicant intends to install any fences as part of this project, the location must be designated on the landscape plan. All existing fences and security gates should be depicted on the site survey and include type of fence, material, and height. A fence detail should also be included on the landscape plan as well for new proposed fencing. Lighting — New parking lot and building lighting would require a lighting plan and shall meet the lighting standards (RMC 4-4-075). Access: Access to the subject site is from Monster Road SW via two existing curb cuts. No o changes in access are proposed as a result of the proposed addition. Significant Tree Retention: If tree removal is proposed, a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use application. According to the proposed regulations, the tree retention plan must show preservation of at least 10 percent (10 %) of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. The Administrator may authorize the planting of replacement trees on the site if it can be demonstrated to the Administrator's satisfaction that an insufficient number of trees can be retained. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (20%); Significant trees adjacent to critical areas and their associated buffers; and Significant trees over sixty feet (60') in height or greater than eighteen inches (18") caliper. Priority Two: Wealthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and Other significant non- native trees. k.\preapps\2017\pre17000418_601 monster road sw\02.review comments\planning_17-000418 601 monster road sw (im zone, geologic, wetlands).doc 601 Monster Rd SW Page 5 of 5 July 27, 2017 Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. The Administrator may require independent review of any land use application that involves tree removal and land clearing at the City's discretion. Critical Areas: The site is currently mapped with sensitive and protected slopes and a moderate coal mine hazard. In addition, there is an offsite wetland to the southwest of the project site. The proposed project would require the submittal of a geotechnical report, including a coal mine assessment, and may require the submittal of a wetland report if the offsite wetland is located within 200 feet of the project site. Environmental Review: The proposal would be subject to Environmental (SEPA) Review as the proposal includes the addition of more than 4,000 sf to an existing commercial building. Permit Requirements: The proposed project would require a Site Plan Review and Environmental (SEPA) Review. All land use permits would be processed within an estimated time frame of 6-8 weeks. The current application fees would total $5,150 ($3,500 Site Plan Review + $1,500 SEPA Review + $150 technology fee = $5,150), all fees are subject to change. Detailed information regarding the land use application submittal is available online at www.rentonwa.gov. In addition to the required land use permits, separate construction and building permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Public Notice: The applicant will be required to install a public information sign on the property. Impact Mitigation Fees: in addition to the applicable building and construction fees, the following impact fees would be required prior to the issuance of building permits. • A Fire Mitigation fee based on the rate established by the Renton Fire Authority would be assessed. + A Transportation Mitigation Fee based on the fee established in the ITE manual would be required. Expiration and Extensions: Once the Site Plan applications have been approved, the applicant has two years to comply with all conditions of approval and to apply for any necessary permits before the approval becomes null and void. A single two-year extension may be granted. Note: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please contact Jill Ding, Senior Planner at 425-430-6598 or jding@rentonwa.gov for an appointment. k:\preapps\2017\pre17000418_601 monster road sw\02.review comments\planning_17-000418 601 monster road sw (im zone, geologic, wetlands).doc ■11 -, WA PA 1u - - 1 r. ■ IIII _ � 1 II ■ II L _ 11011 VIII ■ 1- ■ I - W ■I ku AM 0, 1 ■ }4 - � � �1 � � - '_ � i �1 � F•- m���i ■ - ■ 1 1 IdL NMI 'M I .M 11 - .IIIM- _- mWr ■ 0911 1 11 11 1&- = 11 ■ II - j L 1� 1 IK �.' 1 1 :i ■II IIII1 rro 11 4L11 F .1 11 MEE _ MI 11 1111'1 I1� 1 1 � �'1 - ■ 1 � 11 1L�_ �jJ - I 4A II ■ ■mew J -41 II - m MKI ~ 7 RE -' -we III ■111 ' 1 I III ■ II II .WE ■ L-116 . 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