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Home My WebLink AboutCD-3957Know what'sbelow.before you dig.CallR48 hours’’’’’’’’SITE405900IN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESCOVER SHEET701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957DCI PROJECT NO. 15375SUNSET'S EDGE TOWNHOMES # 3957 DECISIONThe proposed preliminary plat and PUD meets all applicable criteria quoted in this decision and for that reason is APPROVED subject to the following conditions ofapproval below. The PUD modifications identified in Finding of Fact No. 3 are also approved.1. The applicant shall comply with the mitigation measures issued as part of the Determination of Non-Significance Mitigated, dated February 27, 2017.2. The applicant shall submit revised elevation plans with the building permit application that verifies compliance with the maximum wall plate height of 42 feetfor each of the two westerly buildings and 32 feet for the other buildings. The revised elevation plans shall be reviewed and approved by the Current Planning ProjectManager prior to building permit approval.3. The applicant shall submit a detailed landscape plan that provides the species, quantity, planting notes, and plant spacing that meets the intent of therequired visual barriers identified in the landscape code. The plan shall be reviewed and approved by the Current Planning Project Manager prior to building and/orconstruction permit approval.4. The applicant shall submit revised plans with the building permit application that identifies the location of bicycle parking meeting the standards of RMC4-4-080F.11. The revised plans shall be reviewed and approved by the Current Planning Project Manager prior to building permit approval.5. The applicant shall submit a revised floor plan with the building permit application that identifies adequate space within the garage for refuse and recyclingbins that meet the requirements of the City's contracted garbage and recycling hauler. The floor plan shall be reviewed and approved by the Current Planning ProjectManager prior to building and permit approval.6. The applicant shall submit revised grading plan that identifies the top of wall and bottom of wall elevations verifying walls comply with the 6-foot heightlimitation. Additionally, the plans shall contain a cut-sheet of wall materials that are to be composed of brick, rock, textured or patterned concrete, or other materialapproved by the Current Planning Project Manager. The revised grading plan shall be submitted with the construction permit application to be reviewed andapproved by the Current Planning Project Manager prior to construction permit approval.7. The applicant shall submit cut sheets with the landscape plan for the proposed play structure or other active recreation structure approved by the CurrentPlanning Project Manager), picnic table, and bench. These amenities shall be durable and appropriate for northwest climate. The cut sheets shall be submitted withthe construction permit application to be reviewed and approved be the Current Planning Project Manager.8. The programmed recreation areas ( lawn, play area, seating, and pathways) shall be constructed prior to Certificate of Occupancy of the first building.9. The applicant shall submit a sample of the paver material to be used within the private alley with the construction permit application. The paver material shallhave a contrasting color compared with the asphalt surface and be comprised of brick or stone (or similar material as approved by the Current Planning ProjectManager), and shall be reviewed and approved by the Current Planning Project Manager prior to construction permit approval.10. The applicant shall submit cut sheets with the construction permit application for the planter boxes in the private alley. Additional planter boxes may berequired depending on space constraints with alley. The cut sheets shall be a component of the detailed landscape plan submitted with the construction permitapplication to be reviewed and approved by the Current Planning Project Manager.11. The applicant shall submit a sign package as a component of the private alley/woornerf that compliments the overall development with addresses, buildingnumbers, and wayfinding. The sign package shall be submitted with the construction permit application to be reviewed and approved by the Current Planning ProjectManager prior to construction permit approval.12. The applicant shall submit a materials board with the building permit application for review and approval by the Current Planning Project Manager prior tobuilding permit approval.13. The applicant shall submit a lighting plan that includes a photometric calculation of average foot-candles that adequately provides for public safety withoutcasting excessive glare on adjacent properties. Pedestrian scale and downlighting shall be used in all cases to assure safe pedestrian and vehicular movement. Cutsheets of decorative sconces and other pedestrian level lighting shall be provided with the plan that compliments to woonerf, common open space, and newresidences. The lighting plan shall be submitted with the construction permit application to be reviewed and approved by the Current Planning Project Manager priorto construction permit approval.14. The applicant shall establish a Homeowners Association (HOA) for the development that would be responsible for all common improvements within Tract A.All common facilities, not dedicated to the City, shall be permanently maintained by the PUD HOA. The Covenants, Conditions, and Restrictions (CC&Rs) shall providethat if the HOA fails to properly maintain the common facilities and integral elements of the City may do so at the expense of the association. The CC&Rs shall alsoprovide that the provisions pertaining to the obligation to maintain common areas shall not be amended without approval of the City of Renton. The applicant shallprovide draft CC&Rs and HOA incorporation documents for review and approval by the Current Planning Project Manager prior to issuance of anyoccupancy permit.15. The applicant shall submit revised elevations with the building permit application that clearly identifies compliance with the minimum 4-1/2' wide dimensionof the required weather protection. The revised plan shall be reviewed and approved by the Current Planning Project Manager prior to building permit approval.16. The applicant shall submit a revised landscape plan with the construction permit application that provides additional planters where adequate space isavailable along Buildings 3 and 4. The revised landscape plan shall be reviewed and approved by the Current Planning Project Manager prior to construction permitapproval.17. The applicant shall submit revised floor plans and site plans the provide specific calculations and dimensions of the requirement private usable abutting openspace that is compliant with the 100-square foot minimum area per lot or that provide for alternatives to the 100-square foot requirement as proposed in Ex. 28. Therevised plans shall be submitted with the building permit application to be reviewed and approved by the Current Planning Project Manager prior to building permitapproval.18. The applicant shall submit revised elevation plans for the unattached elevations for Units A and B that either provide additional articulation and/or modulationthat comply with the 20-foot maximum interval requirement or that provide for features that substitute for modulation as authorized by RMC 4-3-100(E)(5). Therevised elevation plans shall be submitted with the building permit application to be reviewed and approved by the Current Planning Project Manager prior tobuilding permit approval.19. The applicant shall submit revised elevation plans with the building permit application that provide detail of proposed enhancement techniques for thecast-in-place planters on Buildings 1 and 2. The revised plans shall be reviewed and approved by the Current Planning Project Manager prior to building permitapproval.20. Prior to the issuance of any occupancy permit, the developer shall furnish a security device to the City in an amount equal to the provisions of RMC 4-9-060.Landscaping shall be planted within one year of the date of final approval of the planned urban development, and maintained for a period of two (2) years thereafterprior to the release of the security device. A security device for providing maintenance of landscaping may be waived if a landscaping maintenance contract with areputable landscaping firm licensed to do business in the City of Renton is executed and kept active for a two (2) year period. A copy of such contract shall be kept onfile with the Development Services Division. Landscaping shall be maintained pursuant to requirements of RMC 4-4-070.21. Prior to the issuance of any occupancy permits, all common facilities, including but not limited to utilities, storm drainage, streets, recreation facilities, etc.,shall be completed by the developer or, if deferred by the Planning/Building/Public Works Administrator or his/her designee, assured through a security device tothe City equal to the provisions of RMC 4-9-060.22. Maintenance: All common facilities not dedicated to the City shall be permanently maintained by the planned urban development owner, if there is only oneowner, or by the property owners' association, or the agent(s) thereof. In the event that such facilities are not maintained in a responsible manner, as determined bythe City, the City shall have the right to provide for the maintenance thereof and bill the owner or property owners' association accordingly. Such bill, if unpaid, shallbecome a lien against each individual property.23. All road/woonerf names shall be approved by the City.24. Sanitary sewers shall be provided by the developer at no cost to the City and designed in accordance with City standards. Side sewer lines shall be installedeight feet (8') into each lot if sanitary sewer mains are available, or provided with the subdivision development.25. Concrete permanent control monuments shall be established at each and every controlling corner of the subdivision. Interior monuments shall be located asdetermined by the Department. All surveys shall be per the City of Renton surveying standards. All other lot corners shall be marked per the City surveying standards.The subdivider shall install all street name signs necessary in the subdivision.26. Where circumstances warrant, Public Works staff may require one or more public crosswalks or walkways of not less than six feet (6') in width at locationsdeemed necessary.27. All lot corners at intersections of dedicated public rights-of-way, except alleys, shall have minimum radius of fifteen feet (15').28. All utilities designed to serve the subdivision shall be placed underground. Any utilities installed in the parking strip shall be placed in such a manner and depthto permit the planting of trees. Those utilities to be located beneath paved surfaces shall be installed, including all service connections, as approved by the PublicWorks Department. Such installation shall be completed and approved prior to the application of any surface material. Easements may be required for themaintenance and operation of utilities as specified by the Public Works Department.29. Easements may be required for the maintenance and operation of utilities as specified by the Public Works Department.Decision issued April 25, 2017.A. PROJECT CONSTRUCTIONS SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUNDIN GEOTECHNICAL ENGINEERING REPORT COMPLETED BY E3RA, INC. (DATED APRIL 16, 2015) ORUPDATED REPORT SUBMITTED AT A LATER DATE.B. THE APPLICANT SHALL APPLY FOR A CRITICAL AREA VARIANCE, FROM RMC 4-3-050, CRITICAL AREASREGULATIONS, IN ORDER TO ENCROACH INTO THE PROTECTED CRITICAL SLOPE OR APPLY FOR AMODIFICATION TO ALTER THE GEOLOGICALLY ORDER TO ENCROACH INTO THE PROTECTED CRITICALSLOPE OR APPLY FOR A MODIFICATION TO ALTER THE GEOLOGICALLY HAZARDOUS CRITICAL AREA INACCORDANCE WITH RMC 4-3-050J, PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL.REGIONAL FIRE AUTHORITYcthomas 10/19/2017APPROVEDSURFACE WATER UTILITYrstraka 10/19/2017WASTEWATER UTILITYdchristen 10/19/2017WATER UTILITYAbdoul Gafour 10/20/2017& TREE RETENTIONL-01 LANDSCAPE PLANDEVELOPMENT ENGINEERINGrnair 10/24/2017 SUNSET BLV D N E NE 7TH STSUNSET BLVD. NENE 7TH ST.NE 7TH ST.SUNSET BLVD. NE NE 12TH ST.ABERDEEN AVE. NEKnow what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESHORIZONTAL CONTROL PLAN701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375DEVELOPMENT ENGINEERINGrnair 10/24/2017 SUNSET BLV D N E NE 7TH STEROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTIONSEQUENCE1. Pre-construction meeting.2. Post sign with name and phone number of ESC supervisor (may be consolidated with the requirednotice of construction sign).3. Flag or fence clearing limits.4. Install catch basin protection if required.5. Grade and install construction entrance(s).6. Install perimeter protection (silt fence, brush barrier, etc.).7. Construct sediment ponds and traps.8. Grade and stabilize construction roads.9. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously withclearing and grading for project development.10. Maintain erosion control measures in accordance with Appendix D of the Surface Water DesignManual and manufacturer's recommendations.11. Relocate erosion control measures or install new measures so that as site conditions change theerosion and sediment control is always in accordance with the City's Erosion and Sediment ControlStandards.12. Cover all areas that will be unworked for more than seven days during the dry season or two daysduring the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent.13. Stabilize all areas that reach final grade within seven days.14. Seed or sod any areas to remain unworked for more than 30 days.15. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed ifappropriate.Know what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESTESC PLAN701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957DCI PROJECT NO. 15375SUNSET'S EDGE TOWNHOMES # 3957 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportationplans:2. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton, publicworks design engineer.3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged bysurvey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observedduring construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall bemaintained by the applicant/ESC supervisor for the duration of construction.4. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project.Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept cleanand track out to road right of way does not occur for the duration of the project.5. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or constructionto prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall bemaintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion haspassed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibilityof the permitee.6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meetanticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate thatmore erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During thecourse of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by theactivities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties andwater quality of the receiving drainage system.7. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size norlocation of pipes, restrictors, channels, or retention facilities.8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October1st trough March 30th) or seven days during the dry season (April 1st tough September 30) shall be immediately stabilized with the approvedESC cover methods (e.g., seeding, mulching, plastic covering, etc.).9. Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1 and March30 inclusive, unless otherwise approved by the City through an adjustment process.10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual.11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days.12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a stormevent.13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyancelines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system.14. During the time period of October 1st through March 30th, all project distributed soil areas greater, that are to be left un-worked formore than 12 hours, shall be covered by mulch, sodding or plastic covering.15. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion controlmeasures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, thetemporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility.16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded inpreparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of thoseareas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review.“” “” ••••SURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 Know what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESTESC DETAILS701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957DCI PROJECT NO. 15375SUNSET'S EDGE TOWNHOMES # 3957 SURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 SUNSET BLV D N E NE 7TH STBUILDING 1BUILDING 3BRUSHKnow what'sbelow.before you dig.CallR48 hoursD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 SUNSET BLV D N E NE 7TH STKnow what'sbelow.before you dig.CallR48 hoursD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 Know what'sbelow.before you dig.CallR48 hoursSTATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 Know what'sbelow.before you dig.CallR48 hoursD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 7'-0" [2134 mm]3'-0" [914 mm]9'-0" [2743 mm]3'-0" [914 mm]SECTION B-BSECTION A-AALUMINUMSWIRLCHAMBERBAFFLE WALLCONTRACTOR TO GROUT TO FINISHEDGRADEPERMANENT POOLELEV.CONTRACTOR TO PROVIDEGRADE RING/RISERTOP AND SIDESSEALED TO VAULTWEIR ANDORIFICEPLATESOUTLETPIPEFLOW CONTROL WALLFLOWINLET PIPEBBAA90°FRAME AND COVER(DIAMETER VARIES)N.T.S.TOP SLAB ACCESSSEE FRAME ANDCOVER DETAILPVC STANDPIPESTORMFILTERCARTRIDGECONTRACTOR TO GROUT TOFINISHED GRADEGRADERING/RISERSPLAN VIEWTOP SLAB NOT SHOWN48" I.D. MANHOLESTRUCTURE(58") O.D.AAINLETFLOWOPTIONALOUTLETINLET PIPEHYDRAULIC DROP(H) INLET INV.TO OUTLET INV.SPLASH GUARDSECTION A-ABASE SUMP AS DESIGNED BY ENGINEER OF RECORD(NOT SHOWN)PERFORATEDMANHOLE SECTIONS(DRYWELL)PERFORATED SUMPDEPTH PROVIDED BYENGINEER OF RECORD STEPINSIDE HEIGHT6' TYPICAL www.contechES.comFRAME AND COVER(DIAMETER VARIES)N.T.S.800-338-1122 513-645-7000 513-645-7993 FAX9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069THIS PRODUCT MAY BE PROTECTED BY THE FOLLOWINGU.S. PATENT: 5,759,415; RELATED FOREIGN PATENTS.GENERAL NOTES1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOURCONTECH REPRESENTATIVE. www.ContechES.com4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATIONCONTAINED IN THIS DRAWING.5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMINGGROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TOCONFIRM ACTUAL GROUNDWATER ELEVATION.6. INLET PIPE(S) MUST BE PERPEDICULAR TO THE VAULT AND AT THE CORNER TO INTRODUCE THE FLOW TANGENTIALLYTO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS.7. OUTLET PIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR ENDOF THE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDEOF THE VAULT.INSTALLATION NOTESA. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONSAND SHALL BE SPECIFIED BY ENGINEER OF RECORD.B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THEVORTECHS STRUCTURE (LIFTING CLUTCHES PROVIDED).C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINEINVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.STRUCTURE IDWATER QUALITY FLOW RATE (CFS)PEAK FLOW RATE (CFS)RETURN PERIOD OF PEAK FLOW (YRS)PIPE DATA: I.E. MATERIAL DIAMETERINLET PIPE 1INLET PIPE 2OUTLET PIPESITE SPECIFICDATA REQUIREMENTSWIDTH HEIGHTANTI-FLOTATION BALLASTNOTES/SPECIAL REQUIREMENTS:RIM ELEVATION* PER ENGINEER OF RECORD****************THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.800-338-1122 513-645-7000 513-645-7993 FAX9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069GENERAL NOTES1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONSLLC REPRESENTATIVE. www.ContechES.com4. INFILTRATOR STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED INTHIS DRAWING.5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THEOUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTOM306 AND BE CAST WITH THE CONTECH LOGO.6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALLBE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).INSTALLATION NOTES1. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BESPECIFIED BY ENGINEER OF RECORD.2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE(LIFTING CLUTCHES PROVIDED).3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.INFILTRATOR STORMFILTER DESIGN NOTESCARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)RECOMMENDED HYDRAULIC DROP (H)27"18"LOW DROP3.05'2.3'1.8'2 gpm/ft²22.51 gpm/ft² 2 gpm/ft²1 gpm/ft² 2 gpm/ft²1 gpm/ft²11.25157.5105INFILTRATOR STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THESTANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7).Ø48" MANHOLE INFILTRATOR STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASSSTRUCTURE IS REQUIRED.CARTRIDGE SELECTIONKnow what'sbelow.before you dig.CallR48 hoursD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUD1.These notes shall appear on projects for the surface water utility.2. Before any construction or development activity occurs, a pre-construction meeting must be held between the City of Renton plan review sectionand the applicant.3. All design and construction shall be in accordance with the Renton Municipal Code (RMC), the latest edition of the Standard Specifications forRoad, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of RentonPublic Works Department. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission or variationfrom the above requirements found in this plans. all corrections shall be at no additional cost to the City.4. Approval of this road, grading, parking and drainage plan does not constitute an approval of any other construction (e.g. domestic waterconveyance, sewer conveyance, gas, electrical. etc.) The surface water drainage system shall be constructed according to the approved plans, which areon file in with the City. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, SurfaceWater Utility Section.5. A copy of these approved plans must be on the job site whenever construction is in progress.6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and no work on Sunday is allowed, unlessotherwise approved with a written decision by the City of Renton.7. It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before initiating off-site work. Easementsrequire City review and approval prior to construction.8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans thatmeet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton.9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are noted on the plans.10. Any dewatering system necessary for the construction of stormwater facilities must be submitted to the City for review and approval.11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor.12. Open cutting of existing roadways for non-franchised utility or storm drainage work is not allowed unless specifically approved by the City ofRenton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration standards.13. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintaineduntil construction is completed and the potential for on-site erosion has passed.14. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwiseapproved by the Public Works Department, Surface Water Utility Section.15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the current State of Washington StandardSpecification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well asplacement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformlydense, unyielding base. All pipe bedding shall be APWA Class “C”, with the exception of PVC pipe.16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside.17. All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanentretention/detention facility shall have solid locking lids.18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines.19. All catch basin grates shall be depressed 0.10 feet below pavement level.20. All driveway culverts located within City of Renton right-of-way shall be of sufficient length to provide a minimum 3:1 slope from the edge of thedriveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth ofone (1) foot and must meet the following specifications:4 - 8 inch rock / 40 - 70% passing;2 - 4 inch rock / 30 - 40% passing; andless than 2 inch rock / 10 - 20% passing.21. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or SurfaceWater Utility Section. An accurately dimensioned, certified as-built drawing of this drainage system will be submitted to the City upon completion.22. Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub-outs shallconform to the following:a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways,yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing,positive drainage to an approved stormwater conveyance system or to an approved outfall location.b. Outlets on each lot shall be located with a five-foot-high, 2" x 4" stake marked "storm" or "drain". The stub-out shall extend above surface level, bevisible, and be secured to the stake.c. Pipe material shall conform to underdrain specifications described in Chapter 4 of the Surface Water Design Manual and, if non-metallic, the pipeshall be placed in a trench with a tracing wire above or other acceptable detection.d. Private drainage easements are required for drainage systems designed to convey flows through individual lots.e. The applicant/contractor is responsible for coordinating the locations of all stubout conveyance lines with respect to other utilities (e.g. power,gas, telephone, television).f. All individual stub-outs shall be privately owned and maintained by the lot home owner.g. Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl spaces, providedthe sump pump system includes backflow prevention or a check valve.23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existingduff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisturecapacity.24. Proof of liability insurance shall be submitted to the City prior to construction permit issuance.25. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liabilityconnected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenanceof the system provided during construction.26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other neededactions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any work within thetraveled right-of-way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, TransportationSystems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply.27. Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and AquiferProtection Regulations (RMC 4-3-050).SURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 Know what'sbelow.before you dig.CallR48 hoursD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSURFACE WATER UTILITYrstraka 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 SUNSET BLV D N E NE 7TH STKnow what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESCOMPOSITE UTILITY PLAN701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375TED-40-3957 C:C17002053LUA-16-000864PR:17-000207R-395711S-395701W-395701WTR-27-3957WWP-27-3957 SURFACE WATER UTILITYrstraka 10/19/2017WASTEWATER UTILITYdchristen 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017WATER UTILITYAbdoul Gafour 10/24/2017 SUNSET BLV D N E NE 7TH STKnow what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESSEWER PLAN701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375WWP-27-3957 C:C17002053LUA-16-000864PR:17-000207S-395702WASTEWATER UTILITYdchristen 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 Know what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESSEWER PROFILE701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375WWP-27-3957 C:C17002053LUA-16-000864PR:17-000207S-395703WASTEWATER UTILITYdchristen 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 ’’ Know what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESSEWER DETAILS AND NOTES701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375WWP-27-3957 C:C17002053LUA-16-000864PR:17-000207S-395704WASTEWATER UTILITYdchristen 10/19/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 SUNSET BLV D N E NE 7TH ST’“” “” “” “” ’’Know what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESWATER PLAN701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375WTR-27-3957 C:C17002053LUA-16-000864PR:17-000207W-395702WATER UTILITYAbdoul Gafour 10/20/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 Know what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESWATER PROFILES701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375WTR-27-3957 C:C17002053LUA-16-000864PR:17-000207W-395703WATER UTILITYAbdoul Gafour 10/20/2017DEVELOPMENT ENGINEERINGrnair 10/24/2017 Know what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESWATER DETAILS AND NOTES701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 153751. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE CllY OF RENTON PUBLICWORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATESTEDITION AS AMENDED BY THE CllY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVERCONSTRUCTION IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TOCONSTRUCTION.2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THECONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILllY LOCATIONS BEFORE BEGINNING EXCAVATION.3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED,AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CllY OF RENTON PRIOR TO BRINGING ANYMATERIALS ON-SITE.4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151AND C104. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITIINGS SHALL BE WRAPPED WITH 8-MIL BLACK,TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINSSHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CllY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITYCONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TOPROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'SSPECIFICATION FORSIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSllY AS DETERMINEDBYTHE MODIFIED PROCTOR TEST METHOD {MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCEWITH CllY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTALBENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-LUGS {OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO CONCRETE BLOCKING.7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEINGFLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURllY TESTING SHALL BE DONE IN THE PRESENCE OF ANDUNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVEPLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURllYACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO ANEXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE ANDPURllY TESTING.8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVEWORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSUREDROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BEDISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILllY AND MAINTENANCE DEPARTMENTS AT LEAST 10WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THEEXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS ANDFITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS,AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THEEXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETESURFACE RESTORATION.WTR-27-3957 C:C17002053LUA-16-000864PR:17-000207W-395704DEVELOPMENT ENGINEERINGrnair 10/24/2017 SUNSET BLV D N E NE 7TH STKnow what'sbelow.before you dig.CallR48 hoursIN COMPLIANCE WITH CITY OF RENTON STANDARDSSUNSET'S EDGE TOWNHOMESSTREET LIGHTING PLAN701-707 SUNSET BOULEVARD NE, RENTON, WASUNSET'S EDGE TOWNHOMESD U N C A N S O NCompany, Inc.145 SW 155th Street, Suite 102Seattle, Washington 98166Phone 206.244.4141Fax 206.244.4455STATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUDSUNSET'S EDGE TOWNHOMES # 3957 SUNSET'S EDGE TOWNHOMES # 3957 DCI PROJECT NO. 15375TRO-41-3957 C:C17002053LUA-16-000864PR:17-000207T-395701DEVELOPMENT ENGINEERINGrnair 10/24/2017 x x xxxx xx xx x xx x x CURRENT PLANNING mherrera 10/20/2017 (E) CONCRETE(E) BUILDING(E) HOUSE(E) GARAGE(E) BUILDING(E) BUILDINGFHN89°01'16"W 126.55'NEIGHBORINGTAX PARCEL605650-0400NEIGHBORINGTAX PARCEL605650-0100NEIGHBORINGTAX PARCEL311990-0020NEIGHBORINGTAX PARCEL311990-0050(E) RETAINING WALL N89°01'16"W 85.46' N89°31'46"W 114.26'N14°02'46"W 262.35'90' FDHAMMERHEADUNIT TYPE BGARAGE FFE=174.7'±MAIN FFE=186.0'±N00°58'44"E 50.00'PLAYAREA4'-0" MAX HT WALL6'-0" MAXHT WALL(TYP)UNIT TYPE BGARAGE FFE=175.7'±MAIN FFE=186.0'±UNIT TYPE AGARAGE FFE=176.7'±MAIN FFE=186.0'±UNIT TYPE AGARAGE FFE=177.7'±MAIN FFE=186.7'±UNIT TYPE BGARAGE FFE=176.4'±MAIN FFE=186.7'±UNIT TYPE BGARAGE FFE=175.0'±MAIN FFE=184.4'±UNIT TYPE BGARAGE FFE=173.7'±MAIN FFE=183.9'±UNIT TYPE AGARAGE FFE=172.4'±MAIN FFE=183.9'±UNIT TYPE CGARAGE FFE=176.7'±MAIN FFE=186.7'±UNIT TYPE CGARAGE FFE=177.9'±MAIN FFE=186.9'±UNIT TYPE CGARAGE FFE=174.6'±MAIN FFE=186.9'±UNIT TYPE DGARAGE FFE=173.6'±MAIN FFE=183.6'±BUILDING 1BUILDING 2UNIT TYPE CGARAGE FFE=176.1'±MAIN FFE=186.9'±BUILDING 3BUILDING 410'-0" PUBLIC UTILITIES EASEMENT10'-0" PUBLIC UTILITIES EASEMENTWOONERF22'-9" MIN. WI D T H WOONERFRELOCATED (E)STREET LIGHTPER CIVILPLAZA15'-0"UTILITYESMTUNIT TYPE CGARAGE FFE=176.1'±MAIN FFE=186.9'±UNIT TYPE CGARAGE FFE=175.7'±MAIN FFE=186.7'±43'-2"L=67.10' R=994.82'UTILITIES PER CIVIL (TYP)FOR REFERENCE ONLY15'-0"UTILITYESMT5'-0"N08°41'11"E 136.77'5636± SFCOMMONAMENITYAREA21 R @ 712 "20 T @ 12"DN8R @ 6"7T @ 12"DNUTILITIES PER CIVIL (TYP)FOR REFERENCE ONLY6'-0" MAX HT WALLCONC. COLLARAT (E) SSMHPER SHEET C1.5FOR REF. ONLYSD VAULT COVERPER CIVIL (TYP OF 3)FOR REF. ONLYRIPRAP SD OUTFALLPER SHEET C1.5FOR REF. ONLY4'-0" MAXHT WALL2L-021L-024L-024L-025L-02Created: 1 Drawn:L-01SHEETOF 3 SHEETSCRAMER DESIGN CONSULTANTS, INC. LANDSCAPE ARCHITECT 1909 242ND STREET SE BOTHELL, WA 98021 425-241-6258 RENTON 701 TOWNHOMES 701 SUNSET BOULEVARD RENTON WASHIINGTON 2 3 4CURRENT PLANNINGmherrera 10/20/2017 Created:Drawn:L-02SHEETOF 3 SHEETSCRAMER DESIGN CONSULTANTS, INC. LANDSCAPE ARCHITECT 1909 242ND STREET SE BOTHELL, WA 98021 425-241-6258 RENTON WASHIINGTON RENTON 701 TOWNHOMES 701 SUNSET BOULEVARD 1DUMOR TABLE 101-401DUMOR BENCH 160-602PACIFIC OUTDOOR PE-7835 AGES 5 - 12, 9 ACTIVITES, 30' x 34' AREA3PACIFIC OUTDOOR PE-7835 PLAN VIEW424` SPLIT RAIL FENCE53 4CURRENT PLANNINGmherrera 10/20/2017 Created:Drawn:L-03SHEETOF 3 SHEETSCRAMER DESIGN CONSULTANTS, INC. LANDSCAPE ARCHITECT 1909 242ND STREET SE BOTHELL, WA 98021 425-241-6258 RENTON WASHIINGTON RENTON 701 TOWNHOMES 701 SUNSET BOULEVARD 1RENTON TREE PRESERVATION DETAILPROTECTION MEASURES DURING CONSTRUCTION:1.CONSTRUCTION STORAGE PROHIBITED: DO NOT FILL, EXCAVATE, STACK ORSTORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS,OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THEEARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TOBE RETAINED.2.FENCED PROTECTION AREA REQUIRED:PRIOR TO DEVELOPMENT ACTIVITIES, A 6'HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINESOF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TOONE AND ONE-QUARTER FEET FOR EVERY ONE INCH OF TRUNK CALIPER,WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTIONTRACT. PLACECARDS SHALL BE PLACED ON FENCING IF LESS THAN 50' INDICATINGTHE WORDS, 'NO TRESPASSING-PROTECTED TREES' OR ON EACH SIDE OF THEFENCING IS LESS THAN 50'. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES ORGROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BEFENCED ON 4 SIDES.3.PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREETO BE RETAINED IS TO BE RAISED, A DRY ROCK WALL OR ROCK WELL SHALL BECONSTRUCTED AROUND THE TREE. THE DIAMETER FO THIS WALL OR WELL MUSTBE EQUAL TO THE TREE'S DRIP LINE.4.MULCH LAYER REQUIRED; ALL AREAS WITHIN THE REQUIRED FENCING SHALL BECOVERED COMPLETELY AND EVENLY WITH A MINIMUM OF 3" OF BARK MULCHPRIOR TO INSTALLATION OF THE PROTECTIVE FENCING.1TYPICAL DECIDUOUS TREE PLANTING DETAIL2TYPICAL EVERGREEN TREE PLANTING DETAILNOTE:45453TYPICAL GROUNDCOVER PLANTING DETAIL4TYPICAL SHRUB PLANTING DETAIL52 3 4CURRENT PLANNINGmherrera 10/20/2017 CURRENT PLANNINGmherrera 02/15/2018DEVELOPMENT ENGINEERINGrnair 02/15/2018 CURRENT PLANNINGmherrera 02/15/2018 CURRENT PLANNINGmherrera 02/15/2018