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15-102532 (2)eo e. - ' 25 Annlyva+ay July 24, 2015 Jim Ferrell, Mayor Jon and Robert Millard 201 Union Ave SE, MGMT Suite Renton, WA 98059 Re: File #15-102535-00-PC, PREAPPLICATION CONFERENCE SUMMARY Millard Short Plat, Federal Way Dear Mr. Millard: Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held June 25, 2015. We hope that the infonnation discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Matthew Herrera, 253-835-2638, matt.herrera@cityoffederalway.com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and pennitting process can be referred to your key contact. PROJECT DESCRIPTION Proposed short subdivision of one existing single-family residential lot into four single-family residential lots with associated stormwater, access, and utility easements. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. 33325 8th Avenue South, Federal Way, WA 98003-6325 a (253) 835-7000 • www.cityoffederalway.com Mr. Millard Page 2 July 24, 2015 • Public Works Development Services Division Short plats are required to provide stonnwater facilities in a separate tract that is privately owned by the homeowners of the plat. The City will allow a stonnwater facility/tract that is shared with the proposed Northlake Pointe Short Plat (City file #15-102532-PC). However, the facility cannot be an expansion of the City -owned pond that was constructed for the North Lake Ridge plat. Public Works Traffic Division • A Transportation Concurrency permit is required per FWRC Chapter 19.90. • Traffic Impact Fee (TIF) payment per FWRC 19.91. • Construct street frontage improvements and dedicate right-of-way (ROW) for the extension of S 333�d Place (FWRC 19.135.040). • Revise current proposal to meet block perimeter requirements (FWRC 18.55.010). DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. PLANNING DIVISION (Matthew Herrera, 253-835-2638, matt.lici-i-erarg7cityoffederalway.com) l . Comprehensive Plan and 'Zoning Designation — The city's comprehensive plan designation for the subject property is Single -Family Residential — High Density. The property is currently zoned Residential Single -Family (RS) 9.6. The minimum lot area for residential lots in RS 9.6 zones is 9,600 square feet. 2. Procedural Information — Short subdivision review is administrative. The department will issue a complete application letter and/or request for additional infonnation within 28 days of receiving the short subdivision application. Vesting of the proposed short subdivision shall take place at the time of complete application. A notice of application with an accompanied two -week comment period is required prior to a preliminary decision to approve or decision to deny. The decision is made by the city's Director of Community Development. A two -week appeal period follows the director's decision. Prior to construction of short plat improvements, engineering approval must be granted by the Public Works Department. Please see Kevin Peterson's comments for specific information regarding engineering requirements. 3. Short Plat Content Requirements — For an itemized list of required information to be included in the short plat, please refer to the enclosed bulletin 010, "Short Subdivision." The city's subdivision code (FWRC Title 18) and zoning and development code (FWRC Title 19) can be accessed from www.codepublishing.com/WA/FederalWa . 4. State Environmental Policy Act (SEPA) — Short plat applications and associated permits for less than 20 residential dwellings units are exempt from state environmental review. No environmental checklist is required for this proposal. 5. Public Notice — The city will prepare and post a notice board or boards on the subject property. Copies of the Notice of Application will also be posted at the city's designated public notice areas and published in the Federal Way Mirror. 15-102535 Doc. I.D. 69576 Mr. Millard Page 3 July 24, 2015 6. Critical Areas — The subject property is within a critical aquifer recharge area. The applicant is required to submit a Hazardous Materials Inventory Statement (enclosed) that discloses the approximate quantities of hazardous materials that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. Capture zone protection measures applicable to your proposal will include an imported fill source statement if more than 100 cubic yards will be imported to the site that ensures materials do not contain contaminants that exceed cleanup levels for soil as specified in the state's Model Toxics Control Act. 7. Lot Size — Minimum fot size for each lot is 9,600 square feet. Please be advised that any area established as an ingress/egress easement, pipestem, or access tract for each property must be deducted from the underlying parcel lot size. Please include this "net" lot area on the lot closure calculations and short plat document. 8. Design Criteria and Improvements — Short plats are subject to the subdivision design and improvements criteria set forth in FWRC Chapters 18.55 and 18.60, respectively. It is the responsibility of the applicant to identify how the proposed short subdivision meets applicable design and improvements criteria and is therefore entitled to the land division. 9. Bulk Limitations — Existing and future residences must conform to the following bulk and dimensional requirements of FWRC 19.200.010, "Detached Dwelling Units" front yard — 20 feet; side yard — 5 feet; and rear yard — 5 feet. Lot coverage for residential uses is limited to 60 percent and includes all impervious surfaces such as driveways, walkways, patios, and roof overhangs. Maximum height of structures is 30 feet above average building elevation. Depict these typical bulk and dimensional limitations on the proposed short plat. 10, Open Space — All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space requirement may be satisfied by a fee -in -lieu payment at the discretion of the Parks Director, after consideration of the city's overall park plan, quality, location, and service area of the open space that would otherwise be provided with the project. If the fee -in -lieu option is chosen, a written request to Parks Director John Hutton is required. A copy of this request is a required component of the short plat application. 11. Tree Retention/Replacement — The city's tree standards require each development/redevelopment to maintain a tree unit density. The minimum tree density requirements for RS zones are 25 tree units per acre subtracting any right-of-way and/or access easements. A tree retention plan prepared by a certified arborist or a certified landscape architect detailing how the subject property will meet tree unit density requirements shall be submitted with the short subdivision application. Items required to be included in the plan are itemized in FWRC 19.120.040(2)(a) through (e). The table below identifies tree unit values for retained and replacement trees. I5-102535 Doc I.D. 69576 Mr. Millard Page 4 July 24, 2015 FWRC 19.120.130-2 — Tree Unit Credits Retained Trees Tree Unit Credit Existing Tree 1"to 6" d.b.h. 1.0 Existing Tree > 6" to 12" d.b.h. 1.5 Existing Tree > 12" to 18" d.b.h. 2.0 Existing Tree > 18" to 24" d.b.h. 2.5 Existing Tree > 24" d.b.h. 3.0 Replacement Trees Replacement Tree - Small (Mature canopy area < 450 SF) .50 Replacement Tree - Medium (Mature canopy area 450 to 1,250 SF) 1.0 Replacement Tree - Large (Mature canopy area > 1,250 SF) 1.5 12. Clearing & Grading — A clearing and grading plan addressing items listed in FWRC 19.120.040(1)(a) through (i) is required with a short subdivision application. Prior to beginning clearing and grading activities, all trees/vegetation that are to be preserved within and adjacent to the construction area shall be clearly marked and protected per guidelines prescribed within FWRC 19.120.160. 13. Administrative Fees —Please contact the Permit Center for current short subdivision review fees at 253-835-2607. The applicant will also be responsible for transportation concurrency, engineering review (EN) fees, and King County recording fees. 14. Approval Timeline— Infrastructure and improvements associated with short subdivision approval shall be constructed within five (5) years of the date of approval, or the decision shall expire. 15. Recording — The city will record the short plat with the King County Division of Records and Elections. Prior to recording the short plat, all surveying and monumentation must be complete. In addition, all other required improvements must be substantially completed as determined by the departments of Community Development and Public Works. Unless deferred, traffic impact fees must be paid in full prior to recording. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, 253-835-2734, kevin.peterson@cityoffederalway.com) Land Use Issues — Stormwater Surface water runoff control and water quality treatment will be required per the 2009 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 2009 KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of preliminary short plat submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be 15-102535 Doc I.D. 69576 Mr. Millard Page 5 July 24, 2015 required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has 111 = 1001, five-foot contour planimetric neaps that may be used for basin analysis. 2. The project lies within a Conservation flow control area, thus the applicant must design the flow control facility. to meet this performance criteria. The project also lies within an Enhanced Basic Water Quality Area. Water Quality Treatment shall be designed to meet the treatment criteria of the Enhanced Basic Water Quality Menu. If infiltration is proposed, soil logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability. 4. Detention and water quality facilities for short plats must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the City of Federal Way Stormwater Management Division. 5. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. 6. If more than one acre will be disturbed during construction, a National Pollutant Discharge Elimination System (NPDES) permit may be required. Information regarding this permit can be obtained from the Washington State Department of Ecology at http://Www.cey.wa.gov/prograi-ns/sea/Rac/index.litmi, or by calling 360-407-6437. Right -of -Way Improvements See the Traffic Division comments from Erik Preston, Senior Traffic Engineer, for traffic related items. 2. All stormwater treatment and detention requirements outlined above will be applied to new impervious area within the public right-of-way and/or private access tracts. FWRC 19.135.280 requires that driveways serving residential uses may not be located closer than 25 feet to any street intersection. Lots and intersections within new subdivisions or short plats must be designed to meet this standard. EN Permit Issues Engineered plans are required for clearing, grading, road construction, and utility work. Plans must be reviewed and approved by the City. Engineering review fees are $569.50 for the first 12 hours of review, and $68.50 per hour for additional review time. A final TIR shall be prepared for the project and submitted with the engineering plans. Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 2. In addition to engineering approval, short plats and subdivisions are required to obtain a separate permit for grading of future building pads. Details and fees may be obtained from the Federal Way Building Department. 15-102535 Doc. LD. 69576 Mr. Millard Page 6 July 24, 2015 3. The Federal Way Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.ciiyoffederalwgy.com to assist the applicant's engineer in preparing the plans and TIR. 4. Bonding is required for all street improvements and temporary erosion and sediment control measures associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the tw07year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 7. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. All final approved drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent black ink. Site plans shall be drawn at a scale of 1"= 20', or larger. Architectural scales are not permitted on engineering plans. 8. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 2009 KCSWDM, must be shown on the engineering plans. 9. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Erik Preston, 253-835-2744, erik.preston _xityoffederalway.coml Transportation Concurrency Analysis (FWRC 19.90) Based on the submitted materials for 4 single-family residential units, the Institute of Transportation Engineers (ITE) Trip Generation - 8"' Edition, land use code 210 (Single -Family Detached Housing), the proposed project is estimated to generate approximately 4 new weekday PM peak hour trips. Alternatively, the applicant may submit a site specific trip generation study for the proposed development. 2. A concurrency permit is required for this development project. The PW Traffic Division will perform concurrency analysis to determine if adequate roadway capacity exists during the weekday PM peak period to accommodate the proposed development. Please note that supplemental 15-102535 Doc 1 D. 69576 Mr_ Millard Page 7 July 24, 2015 transportation analysis and concurrency mitigation may be required if the proposed project creates an impact not anticipated in the six -year Transportation Improvement Plan (TIP). 3. The estimated fee for the concurrency permit application is $.344.50 (1 - 10 Trips). This fee is an estimate and based on the materials submitted for the preapplication meeting. The concurrency application fee must be paid in full at the time the-concurrency permit application is submitted with land use application. The fee may change based on the new weekday PM peak hour trips as identified in the concurrency trip generation. The applicant has the option of having an independent traffic engineer prepare the concurrency analysis consistent with City procedures; however, the fee remains the same. Transportation Impact Fees (TIF) (FWRC 19.91) Based on the submitted materials for 4 new single family lots, the estimated traffic impact fee is $12,821.19. The actual fee will be calculated and paid at the time of plat recording. The applicant may defer part or all of the impact fee payment amount to either building permit issuance; or to later than closing of the sale of the single family home. If this option is selected, a covenants prepared by the city to enforce payment of the deferred fees will be recorded at the applicant's expense on each lot at the time of plat recording for residential land divisions. Street Frontage Improvements (FWRC 19.135) The applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map III-6 of the FWCP and Capital Improvement Program (CIP) shown as Table III-19 (FWRC 19.135.040). Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements. The applicant would be expected to construct improvements on the following streets to the City's planned roadway cross -sections: The future extension of S 333`d Place to 38t1i Avenue S is planned as a Type "U" Local street, consisting of a 32-foot street with curb and gutter, 4-foot planter strips with street trees, 5-foot sidewalks and street lights in a 56-foot right-of-way (ROW). This roadway will connect to a future extension of S 333rd Place, across the adjacent property to the south. A 36-foot "Tract X" would be required to construct the half street improvements (FWRC 19.135.130 and CFW PWDS 1.3.2(H), 3.2.7(B), 3.2.8) across the property panhandle and along the southern boundary in order to accommodate a 24-foot roadway and the shoulder cross-section (FWRC 19.135.030(2), 19.135.040(5)). a The 24-foot street width is required because City staff anticipates this street connection (once completed) will be used by more than just the lots that have direct access. Therefore, the 20- foot minimum half street width will not be wide enough to safely accommodate the expected traffic volume. 2. For the purpose of determining the rough proportionality of ROW dedication to the development's impacts, the City may require up to 300 square feet of ROW dedication per average daily trip generated by the development (FWRC 19.135.040(4)b). The 4 new single-family lots are anticipated to generate 38 daily trips. Assuming 300 square feet of ROW dedication per daily trip; 11,400 square feet is the rough proportional limit of ROW dedication that the City may require per FWRC 19.135.040(4)b. The required ROW dedication was estimated at 13,440 square feet assuming 105 feet of roadway centerline and 56-foot ROW width and the 210-foot by 36-foot panhandle proposed. 15-102535 Doc. I.D. 69576 Mr. Millard Page 8 July 24, 2015 3. The applicant may make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070). Information about right-of-way modification requests is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $105.50. Access Management (FWRC 19.135) Access management standards are based on roadway safety and capacity requirements. FWRC 19.135.280 provides access standards for streets based on planned roadway cross -sections. Please note that access classifications are per Drawing 3-1A in the Public Works Development Standards. Design Criteria (FWRC 18.55) Block perimeters shall be no longer than 1,320 feet for non -motorized trips, and 2,640 feet for streets (FWRC 18.55.010 and FWCP Policy TP21). The current block perimeter exceeds 7,000 feet for both motorized and non -motorized trips. A connection through the property would reduce this block perimeter to approximately 3,900 feet to the south and 4,800 feet to the north. Therefore, an east/west connection through the proposed access to 381h Avenue S would be required to bring the block perimeter closer into compliance. However, due to the shape, size, and location of the lot, constructing the full improvement to the current tenninus of S 333`d Place prior to the development of a neighboring parcel is not feasible. a. Therefore, the applicant should dedicate a "Tract X" across the property panhandle and along the southern boundary and build the half street cross-section to the vicinity of Lot 3. b. If possible, the "Tract X" and roadway improvements should be planned and designed in such a way that all logical alignment alternatives through the adjacent parcel to the south remain viable. C. No building or permanent structure would be allowed within the "Tract X". d. If the S 333`d Place extension is not completed to the south, then a turn -around should also be constructed within the Tract X or temporary easement with the approval of South King Fire. Reducing the block perimeter encourages walking and biking for short trips, reduces travel time for all modes, reduces emergency response time, and reduces congestion on collector and arterial streets by making alternative routes available. 2. All lots shall be accessed by a public street right-of-way (FWRC 18.55.020). In certain cases, lots may be accessed by an ingress/egress and utilities easement or alley subject to the requirements established in the City of Federal Way public works development standards. Residential lots should not have access onto arterial streets. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, BAsbury("rr, akehaven.org) Water • Lakehaven issued a Certificate of Water Availability for the proposed project on 3/27/15; Certificate is valid for one-year from date of issuance. 15-102535 Doc I.D. 69576 Mr. Millard Page 11 July 24, 2015 CLOSING - This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070 (4). As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Matthew Herrera, 253-835-2638. We look forward to working with you. Sincerely, Matthew Herrera, AICP Senior Planner enc: Bulletin 003 Master Land Use Application Bulletin 010 Short Subdivision Bulletin 056 Hazardous Materials Inventory Statement Lakehaven Enclosures c: Kevin Peterson, Engineering Plans Reviewer Erik Preston, Senior Traffic Engineer Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire and Rescue 15-102535 Doc. f D. 69576 Mr. Millard Page 9 July 24, 2015 • Fire Flow at no less than 20 psi available within the water distribution system is a minimum of 1000 gpm (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system tinder high demand conditions. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a separate hydraulic model analysis. Current 2015 cost for a hydraulic model analysis is $200.00. Fire flow rates greater than available in the. existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further detail. • A Developer Extension (DE) Agreement will be required to construct new water distribution facilities (hydrant) for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by completing & submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a DE Agreement (application forms attached). Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. ■ The site does not have an existing, or previous, water service connection. ■ The associated DE Agreement must achieve a point of either Substantial Completion or Acceptance, as determined by Lakehaven, prior to activating any new water service connection(s). • Based on the proposal submitted, preliminary estimated Lakehaven water service connection fees/charges/deposits (2015 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Connection charges are separate from any DE fees/charges/deposits & are due at the time of application for service_ All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. • Water Service/Meter Installation, 1" Size: $310.00 charge, each lot. Actual size TBD by Lakehaven based on UPC plumbing fixture count. • Capital Facilities Charge(s)-Water: $14,516.00 (3,629.00 per Equivalent Residential Units (ERU) X 4.00 new ERU). There are no water system capacity credits available for this property. • Other (describe): $None anticipated. Sewer • Lakehaven issued a Certificate of Sewer Availability for the proposed project on 3/27/15; Certificate is valid for one-year from date of issuance. • Depending on the timing & extent of new sewer system facility construction performed by the proposed short plat to the south (parcel 6143600617), a Developer Extension Agreement may be required to construct new sanitary sewer facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by completing & submitting a separate application to Lakehaven for either a Developer Pre -Design Meeting or a Developer Extension Agreement (application forms attached). Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. • The site does not have an existing, or previous, sewer service connection. ■ The associated DE Agreement must achieve a point of either Substantial Completion or Acceptance, as determined by Lakehaven, prior to activating any new sewer service connection(s). • Based on the proposal submitted, preliminary estimated Lakehaven sewer service connection fees/charges/deposits (2015 schedule) will be as follows. Actual connection charges will be determined upon submittal of service connection application(s) to Lakehaven. Latecomer charges are assessable against the property for sewer facilities previously constructed that provide direct benefit to the property. Latecomer charge expire 9/8/18. If a DE Agreement is required, Latecomer charges Doc. 1 D 69576 15-102535 Mr. Millard Page 10 July 24, 2015 are due prior to & as a condition of scheduling the Lakehaven preconstruction meeting; otherwise connection charges are separate from any DE fees/charges/deposits & are due at the time of application for service. All Lakehaven fees, charges and deposits are typically reviewed & adjusted (if necessary) annually, and are subject to change without notice. ■ Sewer Service Connection Permit Fee: $360.00 charge, each lot. ■ Capital Facilities Charge(s)-Sewer: $12,824.00 (3,206.00 per ERU X 4.00 new ERU). There are no sewer system capacity credits available for this property. • Latecomer Charge(s): $4,444.84 ($1,111.21 per ERU X 4.00 ERU), Pump Station 46. • Other (describe): $None anticipated. General Utility conflicts should be identified and coordination (if necessary) should occur as early as possible in the planning process. Project will need to avoid encroachment with existing Lakehaven water facilities and easement (i.e., no buildings, structures, etc.) on the site. All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE (Chris Ingham, 253-946-7244, Chris.Ingham@soathkingfire.org) If the roadway connects to S 333`d Pl, a fire hydrant wil I be required. No hydrant required if the roadway is installed as submitted. Sprinklers will be required for the new buildings constructed on the lots. Fire apparatus access roadways shall be required for every building when any portion of an exterior wall of the first story is located more than 150 ft. from fire apparatus vehicle access. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 75,000 pound fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 32 foot inside turning radius and not less than a 40 foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 15 percent. An automatic fire sprinkler system shall be installed in Group R, Division 3 occupancies: 1) Without adequate fire flow. 2) Without approved fire department access 15-102535 Doc. I.D. 69576 16 r y "� • f �+ ■ w � _ Y� zQ .� lob— r 4 t.L a rr_ � pc m fA a� 7 � • yda�c �C O ).c2 �0�E N O @3 0 �min, ER Rib IRE c m E Y � v oAD Iv � � N �'' �-• �! y. � � t-~ bra- Fga�N m��Z o O i Ol TO � :� r• N � H � 'cE_ '�5 �•- r.� L. r, fi Zvi �,�- a� � �.�' ■ ��.., EY E..�E o r" • �otiy�b� A%L �•� �' � � c H rn � N f• N A rI�' LrJS�cONrd m top� L > DATE: TO: FROM: SUBJECT: MEMORANDUM Public Works Department March 15, 2016 FILE Kevin Peterson NORTHLAKE POINTE SHORT PLAT - (15-102532-00-PC) 3826 S 333RD PL Notes from conversations with Mr. Millard, Mark Orthmann (Law), and Toni Doucette (SWM) In mid -February 2016, Mr. Millard called to ask questions about the proposed short plats (this one and Millard SP — 15-102532-PC). His question was in regard to the potential to expand the existing Northlake Ridge pond in conjunction with the development of a storm water pond as part of a full subdivision of his parcels (this latest request is an reversal on Mr. Millards part since we held the pre-app meeting with him, in which he assured us he was not interested in doing a full subdivision and only wanted to do subdivide 2 properties into adjacent short plats). After our telephone conversation, I reviewed the pre-app meeting letters and notes, and found there were 2 questions that needed to be answered: Q1: Can he expand the existing (NL Ridge) pond without having to go through some sort of Plat Amendment process? Al: According to my conversation with Mark Orthmann, the expansion does not necessarily require a removal/relocation of a plat boundary line, and secondarily, the NL Pond tract is owned by the City, not the homeowners of the plat, so even if we, the City required the tract boundary line to be eliminated or moved, we could do it with a simple BLA or LLE process, and not a plat amendment. Q2: Would SWM (owner of the tract/pond) allow the expansion of the pond as part of the full subdivision process? A2: Legally speaking, there is nothing that would prevent this expansion (this was also discussed with Mark, and his view was there's nothing that would prevent the pond expansion). However, the practical matter becomes an issue of combining storm water ponds that have been (existing pond) and will be (Millard's plat pond), designed under 2 distinct flow control criteria. The NL Pond was designed under the Level 1 Flow Control standard, whereas the Millard pond would be required to be designed to the Level 2 Flow Control standard (or whatever standard is in place at the time he came in with a submittal for a full subdivision). Either the existing pond and outlet structure would have to be retro-fitted to meet the Level 2 Standard for both the new subdivision AND the sub -basin for which the existing pond is designed to accept storm water (not a likely scenario, given the added volume and different release rate that would be required to meet the Level 2 standard), OR, if he were to somehow extend his pond into the NL Pond 'footprint', still meet all of that ponds Level 1 design criteria, and build his adjacent pond to meet the Level 2 standard, with a separating berm or wall, and separate outlet structure. These answers/issues were conveyed to Mr. Millard in a follow-up telephone conversation on March 8. � z D �� I �z 1 _ I a I [ I____________ I �-----------LL----- i --- — — — — — — — — — — — --7 --- -- --- -- -7 � I 1 J I AMA r 1 1 1 i <W 0 I a v -n O � ! I I I o �� 1 a a I D �iiil I z o o70 T O I I I I I i ---- l_. °v T -----bib-----J a -4-1-4- - ; y 6, --- - - - - -- - - - -- . z a 0 ""�•--�'yG-,1 ry �;.I \ r cow f' i l , tn O D Co CaV _ m I o 4 - —�Y[� OE 1 � \•� � em i i 5 p I 11 y! I I \ m I! I ! [ I I t- C"1 y M l i lool II tiz �Z I � I ! I I < � cn m D'� 1! + r< PRELIMINARY RUSSELL MILLARD SHORT PLAT 420 ENGINEER: vs�.j PLA OIL - -A- Ell 37702 280th PI SE Gnn Innf'1 AW WA 9E 33222 33th Avg S PARCEL #614360 06 UVVNtK 6 Arr LIVHry I. of lccCl I RA11 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 2, 2015 TO: E.J. Walsh, Development Services Manager Rick Perez, Traffic Division Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Matthew Herrera FOR DRCMTG. ON. June 18, 2015 -Internal June 25, 2015, 9:00am - with applicant FILE NUMBER (s): 15-102532-00-PC Loo9 [phSQXVa1 QJ✓� F�ouJ ( , A.- \ RELATED FILE NOS.: None I (;"�� I `�\�Nll tj PROJECT NAME: NORTHLAKE POINTE SHORT PLAT PROJECTADDRESS: 3826 S 333RD PL ZONING DISTRICT: RS 9.6 PROJECT DESCRIPTION. Proposal to subdivide one lot into seven single family lots. LAND USE PERMITS: Preapplication Conference n { Z6. v�t-ty PROJECT CONTACT: RUSSELL MILLARD b,5 0►••7 ✓%4-rs e 24725 230TH WAY SE Maple Valley, WA 98038 MATERMLS SUBMITTED: Short Plat conceptual drawing CCd IIVV I I=JJJi is 1NVOnddV'R N31WO O J,V-ld ,I_,2IOHS Q-'*dV IZIW rIrIISS1-12I �Vld, V IIWIJIUd 3S Id ul08Z ZOLL£ :?l:q =1NI.gNl s s 4;f p �ZU _ ' II�1� Q�- o � iiili 1 +fb o _, l�Uw =o ova e I'I-�• I C11✓ ~� wo2a Icb I r � 00 m o F 1 / Q r r J L— ---------.._—._._� ff rr I� l L— .-_ -----— .___—__J -----------�— _. I l 1 W w, cn y`4r"m if 077 m Inc Ic nru wfr WITH 7' WOE c 13' LONG x V THICK ROCK L1N�N'O rums. m v PER SPEC'S ON THIS SHEET CB NOTES: E7fCfPT AS SHOWN OFI 01W UNITS SHALL BE CONSTRUCTED IN ACORROAfaCE M7T71 THE REf'7UIREMENTS FOR CATCH BASIN 8. AtE TL�STTOCTOR/SEPAPATOR SHALL BE FAMCATEO MOM C��"G ALVLFNUM, CR 0. OUR AI JU 2ED 51ECS. 0 o.w TW=420.00 BW-i15.5 TNIryMr, y TIN-4XIA TW.R18-45 BYf-115S @W.415.5 ttPE 2-5+ M'-'1" DIMiETER OUTLET CAPACITY: 100 YEAR DEVELOPED PEAK FLOW W6Y"m STEEL PIPE; III ACCOR➢ANGL WITH AASHTO M >d, M Im M 197 .Ua) 11 274, IILLKWREO STEEL SHALL HAVE QIF I• 420 f _ �- / r PROPOSED GRADE METAL PARTS: CORROSION RESISTANT, NON -GALVANIZED PARTS PREFERRED. TREATMENT I. 7. LOCATE ELBOW RESTRICTORS TO PflOVIDE MINIMUM CLEARANCE AS SHOWN LOCATE ELBOW . ,i . _ .' VALVANIZED PIPE PARTS TO HAVE ASPHALT FRAME & LADDER OR STEPS OFFSET SO: B. OUTLET SHALL BE CONNEGI[O TO CULVERT OR SE)Wt PIPE , 7�—r A_nw7o Q"7 IIVI14 Vr "^IQIII nV CHANNEL AT STORMWATER OUTFALL NTS A) CLEANOUT GATE IS VISIBLE FROM TOP WITH A STANDARD COUPLING BATED FOR CORRIIOAT£D METAL E111r1+JC.GRA .. - B) CUMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. PIPE' OR CRQVTETI LllTp THE BELL OF ODHCRETE PIPE• C) FRAME IS CLEAR OF CURB 9. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR 41O .. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: SHALL BE THE SAME DIAMETER AS THE HO/PLOSRAL WTt.E'T PIPE. OUTLET PIPE '{0 HAVE SMOOTH O,D. EQUAL TO CONCRETE PIPE + I.D. LESS 1/4'. 0+00 x 1+00 425 _ SECTION CC PROPOSED GRADE ASF SECM� 420 .. ,-oLCTCN 1rA�C4 4T9 . . _'5 r S7AmLWATER_IRFACF_A-41E,�1' 415 COSTWO "'J I - AT'CRD55 SECTION _ •:Q ,Y SL�412.00 „ - .. . . :. ni WM71 'HE POND 6 IImWI.]'. F%lfTl --PROPOSED GTWY_ AT. CROSS sXlT QN " : • " . ; • !SICE fL-417,.00 -- a F>«,A�STORAY EL-41� 1+00 SECTION A —A 2+00 3+00 4:0 SECTION B—B 1" J Z re G) Z CQ Q vOAL cS 0 m 2 W I Trr— L—OV 6 Jim aodc PROTECTION AT I I a mpIS: I V Doer, ' Nibr, amu. sFujm m ROCK LP11Ay' SHALL BE OGARRF SPIT MIN GRADATION AS PM5LYC E-11CH SQUARE S&++E T0- FOLLOWS: yr is PASSAIO 3/i 9rW4 SEV-c: 0-10%WUOMUM /VQl i711Oi 1 FOG L a WIDTH: DIAMETER + 0 FEET IL LENGTH: B FEET 4 X TER R, O ER WHICHEVER IS GREEAATER HEIGHT: CROWN + I FOOT / V WELL GRADED WITN CRAW,TIOrI A9 POLLO+IS' RIPTNP SHALL BE REA501Z4 t MAIILMW STOlIE S2E 24 6KCHC5 {NNRNAL OIAQEIER) MEDIAN STONE 5>ZEI 1INCITES J M11nMUM SiOPR: ST2E: 4 INL715 4 WIDTH: MUMcETER'+M I $ FU TF0 3 x DUYETM WPICs 475 LENGTIt $2 FEt7 OR 4 X CIAMEIOI, C Z WHICHEVER IS GREATER HEIGHT: CROWN + I FOOT d 42G MCT W POND DATA - COMBINED WETPOND/DETENTION POND MINIMUM TOP OF POND EL-420.00 EMERGENCY OVERFLOW WATER SURFACE EL=419.57 EMERGENCY OVERFLOW SPILLWAY EL-41B.37 OVERFLOW WATER SURFACE EL-41M DESIGN WATER SURFACE EL-41B91 DETENTION POND BOTTOM EL=4I191 WATER QUALITY STATIC WATER SURFACE EL- 415.91 WETPOND DEAD STORAGE EL-412.00 BOTTOM OF WETPOND EL-411.00 (CELL 1) BOTTOM OF WElPON11 EL-411.50 (CELL 2) ';E-rPOND VOLUME REQUIRED - 21.134 C.F. WETPOND POND VOLUME PROVIDED-42,328 C.F. LENGTH TO WIDTH RATIO- 3 : I B£IPDIAD FCMtl IL4TAIF TEO.il 018 Cf: R Hf 1 414 f DETENTION POND VOLUME REQUIRED- 48.528 C.F. DETENTION POND VOLUME PROVIDED-51,592 C.F. DETENTION POND VOLUME CONSTRUCTED=9119M FF. TA (Awl I lux 41 r mr?.5 0+00 1+00 KING COUNTY D.D.E.S. #P3055K CAN—" 3 uj L8 z Q MO cq 00 z Z m o m r- ¢ I I r NiN-. a� �N •%j F�y� �y 4$ z = a aASrs � { WAS W. Date Y s co Cato 8 L Go �MkA� '4I 0+00 GENERAL NOTES 5.,— ( THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY, ERECTION MEANS, METHODS, AND SEQUENCES, TEMPORARY SHORING, FORMWORK, AND BRACING, USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. CONSTRUCTION OBSERVATION BY THE ENGINEER IS FOR CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE GENERAL CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE (UBC) ASZWENDED AND ADOPTED BY THE LOCAL JURISDICTION. REFER TO SOILS REPORT BY EARTH CONSULTANTS SOIL BEARING PRESSURE: 2500 PSF MAX. AT TOE ACTIVE PRESSURE : 35 PCF W/ 2.0 ft VEHICLE SURFACE SURCHARGE PASSIVE PRESSURE: 300 PCF IN FRONT OF FOOTING FRICTION COEF.: 0.35 ALL FOOTINGS SHALL BEAR ON COMPACTED ROCK BALLAST OVER FIRM COMPETENT UNDISTURBED APPROVED NATIVE EARTH OR "STRUCTURAL BACKFILL". AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (6s=2000 PSI) OR 'STRUCTURAL BACKFILL". "STRUCTURAL BACKFILL' SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. FROZEN SOIL, ORGANIC MATERIAL AND 00-MFUDUS MATTER NOT ALLOWED. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ENGINEER. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL PROVIDE DRAINAGE AROUND ALL WORK TO AVOID WATER -SOFTENED FOOTINGS. ZWL<17 7 9 CONCRESHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE 11 OR TYPE 1-11, COARSE AND FINE AGGREGATE ASTM C-33, WATER CLEAN AND POTABLE, AND SHALL BE READY -MIXED PER ASTM C-94 UNLESS OTHERWISE APPROVED. ADD TO ALL CONCRETE EXPOSED TO WEATHER AN AIR ENTRAINING AGENT TO ATTAIN 5 % f 1-1/2 7 ENTRAINED AIR, BY VOLUME, CONFORMING TO ASTM C-260. NO ALUMINUM (CONDUIT, MISCELLANEOUS ITEMS, ETC.) SHALL BE EMBEDDED IN ANY CONCRETE. DESIGN MAX. SLUMP MIN. CEMENT f" (INCHES) (SACK/YARDS) ITEM PSI W./OUT ME WITH MBA W/OUT MBA WITH MBA ALL 3000 4 9 5 2 5 28 DAY CONCRETE STRENGTH SHALL CONFORM TO UBC 1905. AT CONTRACTOR'S OPTION, CONTRACTOR MAY USE MASTER BUILDERS ADMIXTURE (MBA) SYSTEMS OR APPROVED EQUAL USING POZZOLITH OR RHEOBUILD ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MANUFACTURER'S CONCRETE TECHNICIAN SHALL ASSIST IN DETERMINING PROPORTIONS FOR ADMIXTURE SYSTEMS CONCRETE AND SHALL OBTAIN APPROVAL OF ENGINEER PRIOR TO EMPLOYING THIS PROCEDURE. PLACE T ONCRE[E: PER ACI 304 AND CONFORM TO ACI 305 AND 306 FOR HOT AND COLD WEATHER CONCRETING. SEE SECTION BELOW FOR COLD WEATHER PLACEMENT REQUIREMENTS. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOUTHICALLY BETWEEN CONSTRUCTION JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER (i�Ti6Li�- FORCEMEkT: REINFORCING SHALL CONFORM TO ASTM A-615, GRADE 60. DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE 40 BAR DIAMETERS, MINIMUM. MISCELLANEOUS: FORMING AND CONCRETE PLACEMENT TOLERANCES SHALL CONFORM TO ACI 347. SPECIAL INSPEC]T1~iq: PROVIDE SPECIAL INSPECTION FOR ALL WORK. #5 AT 18" O.G. FIN15H GRADE I CONTROLLED 1 COMPACTED FILL. GEOTEXTILE FILTER fv FABRIG WRAPPED ALL AROUND DRAIN ROCK 2. CONT. WASHED GL ROCK- 5/5" MIN. SIZE 7-C - 11/4" MAX. SIZE MIN #5 AT 18" O.G. 21 GLJR^_�_ GONG. FOOTING (3) #4 CONT. �17r r Dn �3/4" GHAMFER TYP . r r--(2) #4 CONT. AT TO 2 42 Y WALL (SMOOTH DO FINISH) 1*4 AT 12" O.G. 4"0 FEW. DRAIN 3/4"x3112" GONT. KEY I5-- 2' GLR:p MIN. C_5y�t C_3�11 POND GRADE y �3 GLR FIRM COMPETENT 4'-0" GOMPAGTED 5/8" CRUSHED EAR ING ROCK BASE - PLACE IMMEDIATELY 4t4 CONT. OVER AFTER FINAL EXGAVATION5. 07, HOOK BEND (MAY BE OMITTED DURING DRY WEATHER 601,15TRUGTION). CONCRETE RETAINING WALL SECTION 112"=1'-O" 51 nw) CONDITIONS OF PERMIT King County Department of Development ead Envwnm W Services 900 OA-ble Avenge Samb—i Re"t"n, Washington 98055-1219 fix (206) 296-6729 " CONDITIONS OF PERMIT/ APPROVAL st DATE: 5/27/2003 Project No: L03SR016 Location : North Lake Ridge West side of Military Rd S N of Hwy 18 Concrete Retaining Wall at Detention Pond COMMERCIAL COR-/ ORDINANCE 0001 - GENERAL: This correction sheet is an abridged version of code requirements and is a review aid only. It shall not be used in lieu of the Uniform Building Code, Uniform Mechanical Code, Uniform Fire Code, or any King County regulation or state law - Corrections noted below aze part of the approved plans and shall remain attached to them at all times. The approval plans and specifications does not permit the violation of any section of the Uniform Building Code, Uniforr6 Mechanical Code, UniformFire Code, or any King County mgulation or state law. Corrections as indicated below, along with the nncbanged information shown on the drawings, must be complied with - In addition, since this correction sheet is a review aid, it shall not be used in lieu of the above mentioned codes, regulatipns, and laws. Therefore, code compliance with all noted applicable code sections on this correction sheet, as well as other applicable code sections not specifically noted, shall be mqu'ned. The approved plans shall not be changed, modified, or altered without authorization from the building official. The approved plans are required to be on the job site, Section 106.4, U.B.C. 0348 - SPECIAL INSPECTION: a) Approval of Special Inspection Service shall be obtained from the Land UseServicas Division, Development Inspection Unit, prior to coushuction. Section 1701, U.B.C- b) Submit field inspection reports, lest lab. reports and final reports to the Land Use Services Division, Development Inspection Unit in compliance with Section 1701, U.B.C. c) Provide the following special inspections ( to comply with Section 1701, U.B.C. ): 1) Concrete work 2) Concrete reinforcing steel placing. 0350- SPECIAL INSPECTION: Provide special inspection by Geotechnical Engineer of Record for compliance withsoil report recommendations. Submit field inspection reports, lest lab, reports and final reports to the Land Use Services Division, Development Inspection Unit, in compliance with Section 1701, U.B.C. The following items shall have special inspection: 1) Excavation and foundation subgrade preparation; and soil bearing load rapacity confirmation. 2) Wall lateral load dasigp-soil parameters confirmation. 3) Backfill soil materials selection and compaction. 4) Installation of drainage system behind walls 0357 - SPECIAL INSPECTION: Any fill emplaced under footings, slabs, or other foundation systems must be certified by a special inspection as having been compacted to at least 95% of ASTM D-1557. 0366 - SHOP DRAWING: Engineer of record shall review and approved all shop drawings. An approved copy shall be submitted to the Land Use Services Division, Development Inspection Unit- Section 106.3.4.2, U.B.C. 1) Concrete mix designs- 2) Reinforcing steel. 5/8"4) AD" DOWEL 0 I~AGH HORIZ, REIHF. MASTIC FILLER {CENTER ABOUT JOINT] ZING COATED WI STOP ALL WALL HORIZ SREASE OVER GOAT r REINF.. AT JOINT 1 � 3/4" GHA 314"x" KEY WHERE EACH SIDE rom5TRLJCTI0N JOINT B TOP 15 DESIRED (NO KEY FOR CONT. 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I------------ — ---------- I I I I I I I I 0595 I I .__________ —T— T----______——___—a_-----__. I I I I I I I r } lye J i I 114 I ----------- I I I I I I 0597 — — �-- -_ � --F---------- a61 vary .eo ao• — — — — — — + I 70 Ile r cs as ! B91 - -•-— ———————-j a_ I 901 0614 I J I � � T 72 7a 74 75 7'a __-----___ I I azl I n 17 Be - - - - - - - - - - f'3 7a r s+115 r _�- __ i I r r I I � i I \ / I I sa • zl 10 ` f I Tn Pn --- f----� �._..._.-_,..—__J .� weml aeke. 2E 23 24 7S 26 27 ( r os17 `J F-------- qY wm• :_r- - :•-•_ ;•.,. _ __ _ _vrzrut_al m __ 71- 0635 13 I r 1 I I � I SPECIAL. NOTES i I. AU_ SLOPE CALLOUTS SHOWN IN THIS PLAN SET ARE IN PERCENT (2) 2 ALL CATCH BASIN UDS IN VERTICAL CURBS SHALL BE VANED GRATES UNLESS SPECIFIED OTHERWISE IN CATCH BASIN DATA. { r 3. ALL CATCH BASIN UDS AND VANED GRATES SHALL BE LOCKING TYPE. r 4. ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE) S, ALL CUL-DE-SACS ARE 40' RADIUS MEASURED AT FLOW UNE 6. ALL CATCH BASIN UDS LOCATED AT LOW POINTS IN VERTICAL CURBS SHALL BE VANED GRATES WITH THROUGH CURB INLETS. 7 SPOTELEVATIONSAT CURB RETURNS AND CUL-DE-SACS ARE SLOCATED FLOW L fi. ALL STORM DR.krc0 PIPE SHOWN THESE PEAK AS LC SNTER BE OL T PLANDENSITY POLYI;DTM1ETiE PIPE SL<DDTFf INTERIOR UNLESS NOTED 5 OUNED THERWISEONTHE I 9. ALL CAIR53OMC. ROCKiRP.0 AND AETANAND %1XLS SHALL BE CONMRL?CTED IN I ACCDBDA[;i wRH iAATH ewTEeTLrrz,Ts LNG, fAEYjTTxH)IICAL Esx'mEER+K� EiuDr fMTr'0 JLNE IS TOOL AHD Af} SU$VLTXNTS REPf.`TTS A1i0 Thi.D ZgffatL COME CAR STREET DAME r CONVERSIONS I o li0.W k 45TIH WAY S TiCUO f9 R040 S 33380 ST 43n PL S (WIFFIN SCVP1n�Od[I1QN) ROAD D: WH AVf S ROAD E: S 333RD PL ROAD F: T PL 05s ROAD G: S 332ND PL 42ND AVE S 42ND AVE S SHALL arW4 APPIIGIRLS REPORTS AND KEEP ON SITE AIM THE APPdC c0 PLANS 10. ALL LOTS SHALL INSTALL PERFORATED STUB OUT CONNECTION PER DEIAL ON SHEET 9, EXCEPT FOR LOTS 31-37 11. FROM OCTOBER 1 THROUGH UV= 31. O.Z*ING AhC 9WING SHALL OYLY BE PERMITTED IF SHOWN TO THE SMFACTK M OF DOES THAT SILT -LADEN RUNOFF EXCEEDING STANDARDS IN THE ICING COUNTY SURFACE WATER DESIGN MANUAL WILL BE PREVENTED FROM LEAVING THE CONSTRUCTION SITE. CERTAIN ACTIVITIES, SUCH AS ROUTINE MAINTENANCE OF PUBLIC FACILITIES AND UTILITIES, AND LANDSCAPING OF SINGLE-FAMILY RESIDENCES, ARE EXEMPT FROM THIS PROVISION. L1\T�TTll��', aI�TTTTTT�� #P3055A KING COUNTY D.D.FS. Review Engineer Completion Da Re.Me1r V I.er CbnpleGon Da 0 S. P.E. 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NO. 2002082M 178 1 d) EWTIIE ]PACT 1 FOR A JNATT USE QRh£#6AY 99.90 9a 55-% 2'.W 51.00 ', _ r ti au uu .� .0 uA ou.uu RECORpEO AGREi3LDii Ha- 20O7 62900117N 1(a] �• T - e: - -f a n S2 41 r 1.88 �„ S 28' 29' - 6440 TRACT c2%7 i 24' 24' 70 69 68 67 fib 65 I 2 pptto '49 48 47 46 45 44 43 42 O'EN Unail F ' m �`� n� J SP 5 No 4a+•Q&,D �F 89 4 3 a->4' :D.:s' s:.0V s1.o-a• s' sal +D Isg s 1 63 - trL "I aaTH AVE s= s 9++ra:aa ��`-- i �I H .. p• sI 3 97.aa + I 5.3321�1D PLACE S. 332ND STREET' 2a• a� •u,. x �`° �_ ■ sw20 Est a [e,ReAv Ls+eR Ie a _ s a 3IFfia0' a z ? 8 DG 1 p.9r0Ob0- a ._ aE a Comm wftAccEss)a i - 38 a 90i $� � -O.T6• w.1a' 9: ax s,'•c' S,:s2' J:si W g 3 62 $ 'ac,Dr• {ll"• s � _ i � ✓ �' sEaAVATE xN > o g 'E `U9OW 65 00' ss ao covy' c 8 ? �� pmfr III nRTn 99 92`+� 5' _ �7'Z 3 2' .� FOR 1VSIAW110H - 1 I+sI7A2 a x / ~ ENTRY MONUMENT `�4• S 832N0 Pt- AA ss4aD i 4 + 51 + 16 15 4 SIGN. 91 I o s 72 73 74 w 75 76 I "� 71 s1 a _ 2r 24 3 $ 2 "; TRACT A y xv 61 24' 24.7 e-•� `3 gl� �. 1=0.00' 90.D0' _ ' STORM DRAINAGE FACILITY 7+ m I r S7.sM I w 92nfi� ., rn } 1 f --� aslx S, 5, OD' 5,.Do 'sa92 26A o . � a 52 $ 8 17 T�E4 g rj e " 12 $ 92 j U� }M.4C Cs ia' PSDEPsnE IP ! 5� fD' u ca.oa. Id a oN + sE $7 R T7 f _ fr 60 ro 9o.ce rerr a+s9.sz 90.00 oD.oa' n SO.W I o % o s S32N0 • S1A 46�0675 TRACT L iS ' rra., 10' uE ! ' � f 37 f VJ _ FUTURE 3 OT SHORT PLAT ' 53 `R $ 18 13 8 6 4 r e: a I 86 a �10• ME � i; 4 59 cano' � �' ra• e� 68 x. h 7$ RMIIOOO b qe clC 9500- iE 10000' ,s B9BL , a �� a-2r7a's4• g! Otte e I !!! $ 6 ROOO P,AH Is ATrd J T 54 W 3 THE WETLAND EDGE g 94 & 2006 3a.sr 's ._ ''6.sr U 8 l9 j �j to L-27oLs' T,p� CT B ^ �� I �'a�ptZVA7Elswwwt aAC gs aiLm AvE 5- 15/2d Da9n' 1a• $ 12 I g 7 TRACT D �5�� ayF06'sr �I y SAT t C(SS - g � SPACE".25 10• P30E i - $ 97 aC 90 a0' :0400 r - �• �0, Q T 24 24' �r o' Psa� ! 55 rr 70 RSp[ --�---- - - ----- -�-- - o4 - --- --- - - s 7cm' 2D 10• PSOE j .4 I $ �R 99.9s rx ,>• V sy it !/'� -� n 9G100' 90.00' I DO 00 . 8 - • • - $ yl Ip Ter 2� r 5$ 3 '34 �, _ • / `J nl 96 I �a �' a� h' 9 _� za'.I tas 21 I, . 10 za xa I g TRACT r } $�l . / r� TOT LOT 144 ry N. cgs �. a+ .- . ` _ • / Q PLw A 24A9 2' F_Js 41V P. S- 20+03 1 OA ' • i � 3�-- `iY '9. 4i-7' �}�, I • I � f 5TA 24+00 PLAT BOUNDARY ij '� �'�` ,,S _ , 34E2'7�Lsy• TNT • - • • - • - seesas3t 6 Y o _ _ a (URBAN NE10flECOMO coLL� PntW4 ter' O1 ro7.,s •q�'�,� 82 / �, /APVRolowrf uws , . - =s - $ r fW STA , / - . . . . _ ` • p� ' g '•• * aka . OF YHE 100 YEN: `� STA 14+M41 PLAINL�gyjg PLAINSH AT • o - 5 S}7RT7 Siw STA 60FO0 THE i' ]�i6D.O0 I m 1 - - - - - • - � f � �� « iRE WE7Wg1 iOGER.i 4'f �y�'m yl 50 .0• 5005• A' 50n' S7 S319' 'y�' � �i37_i II 24'18'45• i r a• �. .1 ,B rrq Y' �" mom' / •� TRACT E /-� i +xz» \` �p 6.275733 +a e SAT /' \ 43RD P S« sTA 38 00 m , r sTDSM ">� rHAwm �- /: : - :.:.:.� i `� 23 24 £ 25 26 $0 ,� 27 28 m 29 42H A 1 1% • ` • • . ' r ,`" h I` =MAN OLIVERANO YER ASSOC SURVEYED 8 A 5 733RD PL- SFA 27}74.f0 a.91 RAN 460.00 V _ _ - _ - . W ` _ r 111 g 26g �. I . ` IN 7RE W"DaEvrs GROUP 15' SSE - Lf.1TT527i C 3i. r Z0.31 - oD SQ.✓a S7.G= 5 - 50 DD " m to. 40.00 tiG - .. - _ - I OF FFI7ERAL WAr _ __ // 5 - - _ _ _ _ - l 32' INGRESS k EGRESS 6MT STA 17+40 PLAT BOW�EM� ly - \ � - - _ � r - - - - - - - - - - - - F CMY FRO PARCEL UGNED 4 OF110 PLAT BOUNDARY 6143TOKN5 IGNm T It! _ �_ I Oti360O&35 5 ,_- I No.I Date I By L r1AE; I tMlAavr I i 71� P TWTCT CE3Ti6 TFRCI A In. STORM DRNNAGE FACILITY TRACT B 1.52 AC. SENSITIVE AREA TRACT TO =.OA TRACT Cl 0.09 AC. OPEN SPACE TO HOA TRACT C2 0.13 AC. OP4N/RECREAT1Cr, SPACE TRACT D 0.55 AC. OM REATION SPACE TO RDA TRACT E a 97 AC. SEN AREA TRACT TO HOA TRACT F 0.0, AC. OMTUAECREMTION $PAFE TO N111 TRACT G 0.05 AC. PAl+A1[ ACCESS TRACT TO PARCEL U104-9155 TRACT H 0.69 AC. 5'FORM WtAWLCE FACij,Y TO MHO Mr TRACT I 0.06 AC. JORfi USE DMY, TO PARCEL j15'itW-9155 TRACT J 0.14 AC. RECREATION SPACE TO HOA TRACT K 0.21 AC. OPEN SPACE TO HOA TRACT L 0.21 AC. PRIVATE ACCESS TRACT TRACT M 0.02 AC. ENTRY MONUMENT TO HOA Revision AM 8�5, ATED 8/19, CITY LENT _.., ,E f I I m6E DF "ErLANt RAOCED BY #P3055C WMAY UUM ASSOC, AND SURVEYED NOTE By THE MCARDRENS PROPOSED R/W RADII SHALL BE 25' AT ALL INTERSECTIONS. lE-CREAPON SPAQr= A1EA SUMMARY KING COUNTY D.D.E.S. 33 PSDE PRIVATE STORM DRWAGE E4S_TIE1G AREA REQUIRED: 97 X 390 sf = 37,830 sf R BSBL B111CDR,G SETBACK LINE SE76ACK REa:S L• AREA PRDNDED: 39,291 V Review Engineer Completion Date SAT SE74M& AREA TRACE Tf:ACT C2 AREA = S,50B of sDE PuauG srorw DTwNu aAsava FRONT YARD; 10 FOREST PRACTICE PERMIT NO. L03GF036 RALT D AREA - z3,912 et SWE SIDEWALK EASEMENT S1DE YARD: 5' TRACT F AREA = 3.943 of Rew; Completion Date WLE WATERLINE EASEMENT SIDE YARD ON CORNER LOT 10' TRACT J AREA - 5,928 of SSE 2ANRAXe SEWER EASEMENT REAR YARD: S. E R/ty RIGM-OF-WAY SENSITIVE TRACT AxEA: 15' UE UMMES EASEMENT (NI Utilities P.M. and Private) MINIMUM ORVEWAY LENGTH: 20' NOTE THE FOLLOAW C LOTS SHALL NOT ILMIE M?ICT ACCESS FROM D PIAEHT eER A �� SF SQUARE FEET 45TH WAY SMITH OR SOUTH 333RD SIR8EI: LOTi; 9, 10. 21. 35 AND 56. Cgmmenw •- S Scole: 117's Job Number Deigned -Mrr- toy ,ASr �C- A(Jo 18215 72ND AVENUE SOUTH For. TI. � Dram TRT Horizontal m[r v► I KENT• WA 98032 The Quadrant Corporation 10668 1•-50• (425)251-6222 PO Box 130 HORIZONTAL CONTROL PLAN Checked RJA a 7, (425)251-8782 FAX Sheet Vertical ,.° Bellevue, WA 98009 e Approved RJA fsS,dak LSLS�y, �4G .`. Aa. 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I,"Li OL'6Lf•1gtl 3mYti Oylipfr]f /M l S£ffi 'CL,tq+;�G1��yy15 L 3ctu Tp9]'39a fL'BBB£l L=N 131NI 31383N00 'tYdaA TTM "317 BOU "NIZ 'aAkL 'Sl NOLOBS SSO REOUOLED = 20D' SSD REOUM = 20C SSD PROVIDED = 219.21' SSD PROVIDED = 39,1 SSD REQUIRED = 200' SSD PRONGED = 98231' SSD REO'JIRED - LIT 57-25' HIGH POINT ELEV - 422.03 LOW PoIKr ELEV - 421.02 HIGH POINT STA - 29+80 LOW POW ELEV - 421.18 HIGHDPiYIDPROf ELEt! = HIGH POINT STA - 32+00 CRITERIA LOW POINT STA - 28+58.33 PA STA - 29+80 LOW POINT STA - 30+90 PVI STA - 32+00 28+24.24 ELEV=421.37 PVI STA = 28+50 PVI ELEV 472.1$ PVI STA - JO+90 PVI ELEV - 422,15 28+44.24 ELEV=421.76 DIFFERENCE=0.39' PVI ELEV - 420.85 AD, . -Z9000 PVI ELEV - 421.05 AD. _ -2.00 K 75M S A.D. - 3.00 K - 2&M %1R K = 16.67 F- � A.D. - 2.DO - SD PO' VC n, 5&W VC g 24' RAW' �gi n + � e a R & 'c v+^ ��-ai' �9+' 1.00- l 9x IF 1a'J s0 ®Osax, 138 L5 !8'.,SO 0 dRtIR. LF. 1B': SD 020x f1 T9 Li.1 50a OSO7T 41 SO t, 7. 4 V I 11 1 L 11PE r AL.0Ei6 50111i1 RI. PUCE J H7 TYPE 1 FILET IE+4 • 1:58 . .09 (12� F[PE ILA71-121 4,420.112- f 1E-41a-62(I.E.J iEL•420,70 t7[05 T 4ia1 S s� IE=416.32 I _ 0e�--i-� IE •418.20 1q• ' `E� raj: IE=417.d6 1j 11 f - 31 LF 1 SO 0-0.. Ej SS O V 1.6]7Tr-' LF V 31: LF 12' Sy 0 O _ t RAI ifE-4f8.i0' [ - �a1712 [ti} ' E-4 � � I j .. i•:$D'. LNIHAN 51�BDOµfLrDR ISTING NTERUNE AI EAIX PROPOSED ' CIXIEi0.9:E, SECTION 15, TWP. 21N., RGE 4E., W.M. PROPOSED GRADE s o f 1 a �0 1% BY OTHERS 03. S M COVER IS `~- _17irrsa��- +:� Rlu..4Da2a .Zs RT W ei-443+.76 (12'). 35 V 12' Lr2'E CB A TrP£ 2-14 0 1.xOlr !7 11Y+E 1,� + .iiT lu>an40a:a ' Rllt-4W.59 �'j IE.iDS26 (12')' IEr p1A} 1,54 jlp ir 45th Way, South I•=50' UIpyW N� WIiECTOR FT NT 28+00 29+00 30+00 31+00 32+00 33+00 LANDING CRITERIA R/W STA 9+27.68 61EV=42D.75 $ STA 9+47.50 ELEV-42D.35 DIFFERENCE-0.40' 430 ILY �� Ii r LOW POINT ELEV - 411L02 LOW POINT STA - It4islM PVI STA - 11+55 PIA ELLV • 417.72 K - 4867 11alw vt s 1 P OL,9m - ?.r �E7DSRR0 ELEYAlIOH Ar CEI[LERLRIE AiIDHNFNT �PR0P05E0 GRADE AT 390 --'- --- 9+00 - -- .--- HIGH POINT ELEV - 418.71 HIGH POINT STA - 12-BOM PVI STA = 14+00 PVl ELEV - 420.17 AD. _ -6.00 K..%.3 _ PA Si. .+75 PVT ELEV - 404.57 A.D. _ -4.00 O 00' K = 5750 m ^ O 230.VG Ill 0 SSD RET9IARED . 150' m m 550 PROMDEO • 281.1i' I 11r w W O Z J E-39t 97 1 1yAAN ST p+53.lq CI O Q 35 LF 12' 01 0 0.75R "/" VA 7+911s EIEV 7D I.xx U 6Y' STA 7+¢3.19 El(�.342.56 0 W'Rb_ 1 DICF'FR]i6E 94' 41 C (L !� + 1' Ls Low Pw EL(V . s21.ta r6N-398.48 LOW P091T STA- 7460.71 W E J9¢50. YF STA . 7i50 0 g PA ELEV - 390.82 B l z � : A.D.- 7.00 X RA.Ell of J(L $' '4 S rn403 `n Trs•u 19. o, I.s7x y e + - a Q J S5 Q co t sc _ sue_ p cc z W 390 L VAYIDN AT .. 11 r�&�Qflutm . ,w7+FA71 2460' L7 LF i2' SD :O '4;ME-33894.22 !d]L.390A9 -' LIGNE=357�2 [247 ..IE-387,4t pK'N3GNyENT. ,7 A=+ 71 18.70' YT Jfi0 0.00 South 333rd Street 1'.SO' URBAN NEIGHBORHOOD DDIiELTDR -S' 1+00 2+00 SSD REQVM = 250'1. +id SSD PRflA)ED - 219.1 4AWK CRITERIA RM SYF 16442.52 UNW-408.7R STA IB+2232 SIN-409.27 DIFFERENCE-O.SS' PN VA . 16+20 my - 4p9.17 A--SA0 K = 1667 C 11 IE>;5p85,42 12d•I 0 W ' a)19 3+00 ��ppWN p�0�rt1�4(r E1EV 4+CO 5+00 6+co 7+00 SSD 8+00_ 150' m-1pL O co) � v S LDL1�PdNT STA 1i 51is1.7y LANDING CRITERIA SSD - 219.22' C.g U Q C + R W STA 50+2aA0 021, 415.77 HGN POCK ELEV - 42D58 LOW POOR ELEv = 419A5 ❑ O < E PM STA 50feM ELEV-415.67 HIGH POINT SrA = 52+44.43 LOW POINT SEA - 53+41.67 -4, 4 25.00. 9C DIFFERENCE=0.10' PVI STA - 52+OD P41 STA - 53+50 g lti m 0 n SSD REQUIRED - 150' PVI ELEV - 421.18 S ,, W >r ' �Y SSD PROVIDED = 03.55' AD. - -4.91 PVI A.D.= .00 O ; r D. - 3.00 LOW POINT ELEV = 415.65 N - 3DS7 ui (L Q) a ,y LOW PoiNT STA = 50+41.93 K - 16.67 as U 7 H {,] PYI STA - 50+50 lS0.00• SD.00. 1C n ��' O Gi co PVI ELEV = 415.32 Si0 REQUIRED = 150' +O0 g a00 430 AD. - 5.91 S1A FRONDED = 2f O44' .. �^ � U .S o YKORDt..E� 9 9.4) r3 I0E16KAENFERUNEENT. Kg 5008' _ �` + ry A. v, E 1 !`tn.d 28' -_..-___ - -{ F rL�.•L�y V Nr 1 7n - Zi L=J L Mr+75.Ix 6A• Rr � U RLN-395.OD - L r -i _ IE-391.50 i8'1 - a�0 z. u 0+00 1+00 36 LF 12': SJ1- C0 111'PE 1 �- r' v i - TRACT I ° 553= L.L _ _ _ - Rw-412,57/ _ e JOINT USE DRIVEWAY E-415.85- IN 1-=5' 410 IE:4I5.15 52 12 x-�••bEO igG J A75 1TPE 1 RUf�i 2 430R p+ 430 i _ flE•414. (12'] _ 33 1 w'O+Sj, 75T5' Rr 31 IF 8' G 4 2. 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Revision 11wi9ned 1 r :/03 MIS PEtM ODUMi RENEW COWYOTS OAYEi1 a.,,,,2 I05 3 ,4 M15 MI5 A11ARJA RJA RJA PER tIl COUNPT REMEYP CW611IM OATC9 I3 FINAL C91111EC1fR lMe14 Checked RJA )Ippmved RJA Date 3/14/03 Scale: Horizontal 1,-50' Vertical N/A Uo 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX n 0 CIVIL ENGINEERING, LAND PLANNING, SURVEYING; ENVIRONMENTAL SERVICES Go It co la) ,Q J `W 1 U� W a O _1 < 2..2... 1J+�w #P3055G KING COUNTY D.RE.S. Review Engineer Completion Date 4 E Rev Coneptolo. PRO � SN DERa, P.E. DEVO.OPLIENT E+:t^I,NEER _ Cemmenls Job Number For: Title The Quadrant Corporation 10668 PO Box 130 MILITARY ROAD IMPROVEMENT I Sheet Bellevue, WA 98009 PLAN AND PROFILE Contact: Skip Holman (425) 646-8311 North Lake Ridoe - DDES Fie No. L01P002 . 8 . aF 13 L 0 M 3 00 W OD , Sz g 0 a 0 n CD 0 0 -a' < -o w O N 0 .7r 7 P pp O a0 v O 7 C� 0 7 M HSSNd# ;o,,.,. 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Rl4 IhVUSE E..iW ELDOWcTwr ORIFICE 0 = ORIFICE 266" 8" 1i+eFJLR GATE WJC�TROL ROC TOR cLFN101/f/yiifBl f107 SENT AS RwU6tm KRtICAL ALTO KCRS WLII ip/ERyy SEE KCRS - OWS i-076 FRAME, GRATE, & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE NOTE 4 & KCRS DWGS. 2-022 & 2-023- —IK a. 30.43 SAFETY HAN`(HOUES, STEPS OR OMER S%7 KCRS M, 2-1)6 y EIVA: Er ANDIIWIED T IICONCREm WALL [LVX. 3' VERTICAL SPACING) 18" OUTLET 1, 24" INLET I JV IE=378.94 (187. IE=37&49 (Ti] --•--- 1' SECTION OF PIPE ATTACHED BY pL4M6TED , BAND TO ALLOW AEIIVYAL UR6'11UE OR LATE ON RE5Tf0Ci R P1111=" WRl1 ORIFICE ORIFICE 0 = 1,i♦;" SECTION ; CB #A5, TYPE 2-60" 1.=2, TRACT IPCND DATN COMBINED WETPOND/DETENTION POND MINIMUM TOP OF POND EL=390.0 EMERGENCY OVERFLOW WATER SURFACE EL=389-73 EMERGENCY OVERFLOW SPILLWAY EL=389.53 OH:RROW WATER SURFACE ELwJN.43 DESIGN WATER SURFACE EL-JM90 DETENTION POND BORQM EL=37R94 WATER OU4UFY SFATC WATER SURFACE EL-J7&94 WErPOND DEAD STORAGE EL=375.00 BOTTOM OF WEIPOND EL=374.00 (CELL 1) BOTTOM OF WEPOND EL=374.50 (CELL 2) WETPOND VOLtWE MUMD - 51,628 C.F. WEPOND PMI VMUME. PROVIDED = KR14 C F. LENGTH TO WIDTH RATIO= 4.1 WETPOND FOND VOUME CONSTRUCTED - 67.532 C.F. Y YD M 1 F AN !Rs 7 I DETENTION POND VOLUME REQUIRED = 307,706 C.F. P3ENION POHO VOLUME PROV100 • 311,940 IC. F- DE7DVDtW FM HXUANE COA57)VA' D•JAW C.F. - YAI-OAL 3 '. T T 1 ■ T 1 7 Off�i ■ I - ._... — �.... -------------------------- K&rrARY1ROADS. ---- "� " O SEE SmaT a FOR IVtlrm READ IYPROVEMEmm TYPE 1 CKA,1ILIKK FENCE ^L1 • I PER WSDOT SRN. PLAN L-P 5 _WIDE CHNIUDIX CiUE__-_ �ppNS'tRI1LT 15' WIDE CURB I AND CURER SECTION DRIVEWAY PER KCRS DWC. NO. 3-OD4 LOT 37 ROCK UNING I f 7' WIDE x 10' LONG x 1' THICK , ' ROCK UNING PER �� r11' , SPECS ON THIS SHEET IE=376.00 j�L1 jk .r. CELL #1 I ; B' WIDE x B' LONG z 1' THICK 'S TRACT A AND DEBRIS BARRIER/TRASHRACK sPEe QN 11-0s SaFEr I I POND BOTTOM EL=374.00 I! 1 f ATPER DETAIL ON SHEET 13 1NSTAIL DEBRIS BAHRIQt/iFiASHRACK DETENDETENTIONON AND TREATMENT 4' INLET PER DETAIL ON SHEET 13 . , I f CELL 02 I I BERM. E1aT78700 y-PLWD BOTTOM EL-374.50 Ht 8• ROCKERY AT 390.0 B' HIGH MAX WATER SURFACE .00 DESIGN WATER SURFACE 92' WAE CRAYFL ACCESS RTA1D Cfi4C 5• COURSE ' riY3i OF Wc7W1C •39 . SVRFAr�1G BI5£ COURSE � /{ pA � \ _Z — y \� y } -�TYFEI�T CIFFENCE �D \ TRACT B PER WSDOT STD.' FENCE L-2 ALONo^ POND PERMIIETt \ �SAT.� y •.. y u J Jv EXISTING CHAN UNK FDIC O 0 20 40 I IlfV LF TO- Is- ev d � F]fWfRq WATR !' COFISTAMCT 15' WYlE IX1R6 � -��- PmR %GNs I tl0tl0. 3-0004� +i v ia- ROAD LSHC Y c J O 4 ELSE N SU4FACI I z &k SWING1a'0 CM 1 L r�E pueKlzsc GII(rE , S O O En I g� 1,11; C E r r , 1 1 , , com O yl i i i I 1 i j I 1 O 2 IT •' I I , I I f E7 7 + I 1 i I F i- I 1 ! T* FRO Q m SOME ROAD •• I'+ I U m I I ; I I ill " 1 I I I 1 1 1 I , 1 1 hy'l• C i ! .1 I()�-1 + I cr I-I �' I I III 1 I r j I 1 1 1 1 � E I j 1 1 ! 1 1 1 1' I •t! i l, 11 ! I i iiI r I ' I i I i i i llNii`rrf IfF3t:R LLkNc mlr.+tL QUARRY IPA- O wl I j ; ! I I I ROCK UNING SHALL BE QUARRY SPACES WITH GRADATION AS FOLLOWS: i 1 I PASSING 8-INCH SQUARE SIEVE: 100R �I j PASSING 3-INCH SQUARE SIEVE: 40-111' MAXIMUM Z I e I PASSING 3/4-INCH SQUARE SIEVE: 0-10% MAXIMUM - R - p, I 1!! 1 I r I ` I� L4pIC fYffiR1M.OPlD390i6: $ 1 ! I I 1: + 1 ! rI I1I 1 I I I I I I+ 1 i 1 i I WIDTH: DIAMETER + 6 FEET -Z i 11 1 r f l I I 1 I I LENGTH: B FEET OR 4 X DIAMETER. r, 1 H I'' I WHICHEVER IS GREATER 11 HEIGHT: CROWN + 1 FOOT + r ; I, I + I, RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: j j E` MA7fIMUM STONE SIZE 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE: 16 INCHES S z 1p IMINIMUM STONE SIZE: 4 INCHES N w I i L I fiPRAP 'L11Rilp.W f1WEY510}Y w x it 1 f+ I 1` THICKNESS: 2 FEET I! I I I WIDTH: DIAMETER + 6 FEET OR 3 X DIAMETER, M,I Ii g z -�lt I• 1 I I M WHICHEVER IS GREATER 4 N N O --. I �1 ;Ill ; IIIIGRH: 12 FEET OR W,ICHEVEN 154GREATER Z in .0 W j ! HEIGHT: CROWN + 1 FOOT ,� 3 m E 1 ri TIN. 7 I #P30551 k Y s >w 1 KING COUNTY D.D.ES. lj ReJ�ew Engineer COmp1e 1 Date ` 8 } R.7iax Cr.ln Cmmpf tIon Dot. 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I 1 �L�1�I�glip�71$ �/ $ I WTFD PRjeCO29, 2003 • � 11 r A 1t i 1 PER DETAIL ON THIS SHEET SLOPE GRAVEL L1RNi TO MATCH Vhn �RDtIc MF0II; LADE x IDND X T' 119p I µ 1 SECTION 15, TWP. 21N., RGE 4E., W.M. SECONDARY INLET may, I ACCESS aD€R 11D E14� fr alg V/ � M .t1 V tD `• J � r �` 6'• f 6" MIN LL- CBJHS — TjM1 y POND 04ERR FOR CONTROLLED �_ L • _ POND pViRFLQ1Y_ PROVIDE.(Oil, FLOW BARS IN FRAME ®4• D.C. [QTIER FLOW SYSTEMS ACCEPTABLE IF APPROI BY LUSD). 1 m ~ c`•�'i �� • —�_ �• ."TrnNgAVr III DETAIL. ti$ .�� ; 12" RISER PEAR DEfa�ICTOR LT ------- - _�- -- _ �' PLAN --------- - -�- �` _�° _ $ ''� `� _ CI3 #111, TYPE 2-60" "__•.____r_---_---_y_--------- r—•rrr • �' '� r �y/{'►��, 9AR� "_`M1` —_�-_�� • +i- G� FOR SLCONOFRIINLET -11E.rPICt1 7YAIER S1IRFACE ELEVATWNm41 A00 + • • �— STATIC WAT{7T yTll6ACE I].EVAPONm41Q.D0 f �� r=r - ^ t f ✓)/ DEAD STORA__ Ejl:VATITA'1m41200 r '- ' I. 1MVMI�iOP�[E6E_EAV0.�EliY,11'AOH:i5A.L1�Z) T ! j+�—� v PC9t BETkC� ' v S•J (i.01 W%TMUM NATfIi Sl1RFACE ElEVA1N1P1=419.Fi0 i + 1 _�� v AO ' r TRACT CELL Q1 '~ '• CEOUF_¢V SH 17 ' • i ELHOW /li£STBRtZ'FOR 1 -0• M:L.'�• CELL 02 STOTRWHATER FACILITY +� If wy4r,>(JX8 IS .hPER�� -�r ~--�'� r�.J 1 ORIFICE 0=1.64 'w L UPUNGE 's F FLA-TIC1f1 COUPLING OF FLANGE �C � PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED ELBOW p£5TfECIOR-DETNL ��, k� -FRAME. GRATE, & SOLID COVER'.i l5 MARKED -DRNN- WITH LOCKING ii S BOLTS. SEE NOTE 4 ON SHEET 23 _ & KCRS DWGS 2-022 & 2-023. RIM EL=421.16 �u R � STEPS, SEE S KCRS BUD. 2-COH OVERFLOW�+^ WS E�=419.28UI ❑ v EIr17391 $' X O,ORD GAGE SUPAORT n N = d eRycKET A1iCH pED TQ CONCRETE VIALL (xyL S VEATY'A1. SPACING) MCI N O CL s � SPECS OH THIS SHEET `♦ r + f•• 7+ e I I co co 199 PER 7.3' WIDE s W LOFI x 1' THICK �`2 -' j � y i Tr 18" INLET i 12" OUTLET SpN THIS SHEET I A PgNO TIOH /- 1 P - A yx !• LONG x 1� THICK 1 i j .411.OD Z 1 + _ g :?Q- IE=41&91 (127 v, Q r f DEAD f. `:1 tI • I �' `' f IE=1/S3'9 (1✓S"J (� 1 R i 1' SECTION OF PIPE jB "' r r ATTACHED BY GASKETED JA}____ �- MAI�''p §E{{I! r/ RDADI TWO FI)U0 '"HEFT' 1 i / ROD FOR AFANO DRAM Er SHEAR CATE W/Ct4TRDL— BANG TO ALLOW REMOVAL Q O 0 ______- ------ ____---- --- ---- ,. �I9 /a ( �v - : FOR VFJITEN. ALIMWf. (T ----------- ' -- RTRICIOR 11� WITH O � ORIFICE e=20- WS C1RE KCRVr QQi vC ar WIDE sE2M 4.42aaD T� DWG_ 2-026 n SECTION Cd a 0 Q. — — y •-- ///I LLI D' LWIDEWAY PIE KTAL OVERFLOW / SPILLWAY PER D'dTAR. ON SHEET 12 '-4� CB #H1, TYPE 2-60" f ! lA TYPE 1 O m co - 08 =2. T , . 20 v T2.1r. e•li. T - E•I.2$0 7a l I W/ SIpCKV10 LID -[ - LxtNO nrGur SPE[I.TiM6: U Cr J Tco 417� - - . 12' LCPE 19i!•a17: NOTE 2.05.T 4417. [[F2• NNW) CD,'LTRALIOR TO INSTALL EROSAY7 CDRIROL MEASURES FOR Il 4f -{> N .- .: n �. -- ROCS UNI 9VI BE OUARRY' SP MM GRIGATION AS ' P/.:SING !-NY71 $OI/ARE SIEVE r C AEma13.(F2• SFJ INSTALLATION OF THE SAYIraTt' SE%k•R L$W CONSTRUCTED r IN THE TEMPORARY POND. -ice ^ a j'Z.:�`.i AU PSSING 3I4-HIGH SOUI SIEVE:-10% UOV11Ncr U IE•445_70[I _ IF grans (+�7 WITH 7• WIDE x 13' LONG x 1 THICK WITH x ONE:Er CROSS SECTION OF EXISTING r� PEWIDE THIS CHANNEL AT STORMWATER OUTFALL WIDTH: DIAMETER + 6 FEET 11 c (L LENGTH: B FEET OR 4 X DIAMETER, O WHICHEVER IS GREATER CS NOTES: ENOTPT AS yIOWH OR XOIEfI UNRS SHALL BE CON-51 - ED pl 11101 O R'j1UIREME'IS FOR CATCH BASet & T(� _ WR SN'U•L a FAAFIXATED F1TOU _ QOEO AL1yyRIW, O4 4.064- ALUM,IA�ED STEEL. 0064 IW'^420-SO RW.+755 TOP OF 4ETAIMHG WALL 7Y1=h26.5 gW„4155 TW=47&i5 9W=415.5 HEIGHT: CROWN + 1 FOOT o 0 L� T.ALyAHF�W STC�l AIF'% FV ACCOTtL1l'ICE N1Fi1 0 LF SS• 1110 M 197 A7RD M 274. GALVANQm STECL 51yY.I. lNYE FD GRADE IB9:TL? OUTPACE SPF&R'ICA71oNi 0 2 OUTLET CAPACITY: 100 YEAR DEVELOPED PEAT( FLOW PARTS PREFERRE0. 420 N A51 i1A{i TRF1ButY! 1, ' fFOLLOWS /� "� / / RIPRAP SHALL BE REASON WELL GRADES WITH CFUiHTION AS FOLIOWS� MAXVW11 STONE SIZE: 24 P+C+:ES (HOMWAL DIAMETER] H = f j METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED 1. 7 LOCATE ELBOW RESTRICTORS TO PRONDE MINIMUM CLEPRANCE AS SHOWN �,' _ ------- — }kONH STONE SIZE: 16 :;ALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT FRAME &UDDER OR STEPS OFFSET S0: 8. O�(LT:T SKILL 8E CWRffCTED TO CULVERT OR SLMER PIPE WRN A ST► � E'' rKIR GORTe1QA1ED METAL .-�� i � + _ *0n MJm1111L STONE SIZE: 4 RiC�45 A) CLEANOUT GATE IS VISIBLE FROM TOP GATE E%IS7RSO'ORti7E PIPE: OR W40M INFO R� M OF CONCRETE PIPE 1� �. THEE I � B) CUMBOOWN SPACE 15 CLEAR OF RISER AND CLEANOUT g, THE VERTICAL RISER STEM OF THE RESZRCi�S6PARATDR 450 P WIDTH: DIAMETER + 6 FEET OR 3 X DAMETER, Z n C) FRAME IS CLEAR OF CURB SHALL BE THE SAME DIAMETER AS THE AL OVFL T PIPE. s WHICHEVER IS GREATER _ ■ LItFAt �2,+� C0.WECTS TO CfY.ENT CONCRETE PIPE: pU�,ET PIPE 1 HAVE SAK:OTH O.D. £CWL TO CONCRETE PIPE - r 425 425 LENGTH: 1 CHAR RIS4GREATER� $ Lp. IESS 1(4 . 0+00 SECTION CC 1+00 ;rl AT ICE HEIGHT. CROWN + 1 FOOT CROSS AT CROSS SECTA7:1 HORIZONTAL"=11 -20 VERTICAL 10,' 420 6 WHHE BERM .. .. .. .. :. WATER REFACE EWI�Q_ .4:9 .. .. : _ ..- 415 y, 4T5 r3 .. 425 EIDSFLNC 1 6'. .. . AT CROSS .f.Dmmm 51GRAGIE 012-00 - E7EDNO GRADE AT CFI 410 - -10 A29 _ RSURFEL.417S0. ._..1420 SECTION B-B:- WALL ti _ - �' . ` ; ;v STATIC TFR SURFACE mt-4 .00 ., r — p11 IHEO >��CONTRDL Iff.ASURFS .. a15 _ . Y•, som AS HfDRO5EE01R0 SFIa4 flE USED TD N '' 415 . PRLVE/LT.EppypH OF 7HE BEIAlFS DecK-SLOPE WHEN THE POND, IS. BATALLY:AIIEO.' PF[OPOSED CILAOE. Ai. CMOSECTION N SECTION _ _ - l• C�r1P '7O9AGE EL412.DO _ _— D Aim 5TOIMi�4.4al. i S r SNY S m d• ` s 1 O 4r0 0+00 1+00 SECTION A -A KING COUNTY D.DES k En9in CerPpl-Uon Owe Et .i 4.. R", G- e C°mPlelC DaIC B F m CID S2I ` w . _.^m lr" _ - -._•.. O JAA:ESj SA a ~ Y ~ gE11iLi7IO» ENGIK r N a o+Do +Oo z+oo 3+00 - #P3055K G°"""°nBr. +. 2 t� r COMBINED WED'OND/DETENTION POND MINIMUM TOP OF POND EL=420.00 EMERGENCY OVERFLOW WATER SURFACE EL=41957 EMERGENCY OVERFLOW SPILLWAY EL=41937 OVERFLDW WATER SURFACE EL4/A0 DESIGN WATER SURFACE EL=1189I. DETENTION POND BOTTOM E;m115% WATER QUALITY STATIC WATER SURFACE EL= 41591 WETPOND DEAD STORAGE EL=4120D BOTTOM OF WEIPOND EL=411.00 CELL 1 BOTTOM OF WER'ONO EL=411S0 CELL 2 WETPOND VOLUME REQUIRED = 21.134 CF. WETPONDPOND VOLUME PROVIDED=42,326 C.F. LENGTH TO WIDTH RATIO= 3 : 1 WE'MW FM M WIE CORMCIEP-44 04B GF, A IISRVk.ENW, VOI UY I 41 41 A. f 41 DETENTION POND VOLUME REQUIRED= 48.528 C F. 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Ste. 31VOS 01 ION jl Lic -------------- ExisnNG El' EXISTING 11' EXISTING DOUBLE EXISTING 11' YELLOW STRIPES E1,snNG B. ---- --- --------- --------- .......... z.11 B' SHOULDER TRAVEL LANE • 11, TRAVEL E- 8 CHANNWZATION TABLE: No. COMPONENT REFERENCE III- WHITE THERmopLAsnc STOP BAR KC DOT DWG. No. 6-002 THERMOPLASTIC TYPE 2L LEFT TURN ARROW KC DOT DWG. No. 6-003 THERMOPLASTIC TYPE 2R RIGHT TURN ARROW KC DOT DING. No. 6-003 (D 4' WHITE EDGE STRIPE KC DOT DWG. 6-001 Q 5 - WHITE THERIJOPtASIX WIDE STRIPE USING TYPE KC DOT DWG. 1. AND 2 * RP&(S SPACED 20' ON -CENTER No. E-GOT, 6-004 DOUBLE YELLOW CENTE"E WOE WIN KC DOT DING. '4y RFM'S SPACED 40' ON -CENTER No. 6-001. 6-004 TYPE 1A ARROW KC DOT DWG. No. 6-003 06 TAPER POINT RC DOT M, lie- 6-G02 BIKE LANE PAVEMENT MARKING MLITCD FIG. 9C-3 r WHITE PAJ�16 STRIPE MUTCD FIG. 9C-1 KG Dot, XW COUNTY DEPARTMENT OF TRANSPORFAT)A W.U.T'CIL; MkV* ON UNIFIORM TRAFFIC CQHTPJK UVICES (2000) SECTION 15, TWP. 21N., RGE 4E., W.M. TAPER DATA: NO. I SECEN I END I UNUTIN 60+55 62+351 1 EID. 4' 45 11+10 1+310 210' 6 45 52+35 19' 7.11 66+35 69+05 0' 6' 45 67+16 69+05 189' 4 * 2- 451-4.1 S+lB 111-5' 1 2' -. 41 4-�7-4..E 5+91 122' 1 6' 20411 ri 2: T ...... ..... . ..... ....... .......... ....... ....... .... . .... ME LANE LEGEND 6" it (4 TRACT A STORM DRAINAGE FACILITY 3 6'. XW . -. -, KING COUPY TRAFFIC ENGINEERING 11 Engl r-�Chonnitr=Um Completion Date J- /V1 olm A) alpS eet 4hu" Cw Osucm Dote ,,ch ihs' ASPHALT RAN&-,"" 611k :'ti .1E �Sl..l I �21111 Do e wdffc STRIPE TYPE 2R ARROW NOTE: CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206-296-6596 AT LEAST 72 HOURS PRIOR TO MNG TO COORDINATE AND OBTAIN APPRIOVAL OF CHANNEUZATION LAYOUT. 0 Mfg R , rwginn MILITARY ROAD II Lamm 2, SHY 'ixlsixi 04M 3' WALK F1 DZI111c GUARD Mill: OF BRIOG E/RAJUNG i KING COUNTY D.D.E.S. Review Engineer compw.;Qn Date Review Engineer aw-TpUuoft Got* JAMES H. SANDERS, P.F DEVELOPMENT ENGINEER Comments: SCALE IN FEET Ntl 8-00 ----------- - - --------------------- 011 CT C2 TRACT A OPEN SPACE 1 i STORM DRAINAGE FACILITYPNIER METER If le 12' [MUMI:V SI N 70 == POWER SUPPLY WITH JVN=N SOX PRIOR D3511 AS SH AND DMM TO 5ETOIMCE CA9NEK METER OW REPLACE OtiSM-10 POWER SUPIPLY CABLE SA" TO TRkNWORMER owe Am WHO D[ISIM M CG*dN[T IF V I II tu fi.47 W 'T ar! %AL�lmz 5FR1PE 11 TYPE:pp LL W.-- POWER II it STA '17 6t 00 Il 1� rt 1140 EXISTING PIE PRIMARY JUNCTION VAULT I KVNG STISOR.ER A a'TRAN. 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ALL SLOPE CALLOUTS SHOWN IN THIS PUN SET ARE IN PERCENT (%) ' 2. ALL CATCH BASIN LIDS IN VERTICAL CURBS SHALL BE VANED CRATES UNLESS SPECIFIED OTHERWISE IN CATCH BASIN DATA. 3. ALL CATCH BASIN LIDS 'AND VANED GRATES SHALL BE LOCKING TYPE, 4, ALL CATCH BASIN OFF -SETS ARE TO CENTER OF GRATE (NOT CENTER OF STRUCTURE) 5. ALL CUL-DE-SACS ARE 40' RADIUS MEASURED AT FLOW LINE. ,, S. ALL CATCH BASIN LIDS LOCATED AT LOW POINTS IN VERTICAL CURBS SHALL BE VANED GRATES WITH THROUGH CURB INLETS. 7. ALL SPOT ELEVATIONS LOCATED AT CURB RETURNS AND CUL-DE-SACS ARE FLOW LINE ELEVATIONS, 8. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS LCPE SHALL SE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS, 9, ALL F.ARDd'.'OTOC CRA0R10. AOG7LEItES, AND RETAWNGT'p1J+ SHALL !)£ COH9TRUGTEO IN ACCORBNi[E T11H FMTT4 CONSULTANTS WC. GEOIEOHHICA,L EI4CR1EfRWG STL>A'r RASED JJNC 10, 2001, AAO AHY SLFBSE MENT REPORTS AND FIELD WEPT". COIITRACSOR Ourm APPLM IBLE REPORTS AND KEEP ON ATE WRFI THE APPRO%W PEWS, 10. ALL LOTS SHALL INSTALL PERFORATED STUB OUT CONNECTION PER DETAIL ON SHEET 9, EXCEPT FOR LOTS 31-37 11. FROM OCfO&rR 1 TTTROVCH 4AAr11L 31. CLEARLyO ANTI OR/,OUlC SNR11 0.VLY 8E PERRRTED 1F Sa:OWH TD T!q SADSi'ACjIOH OF DOTS 11pT ALE-TAOETi RlRiOFF ExOE-GWG STAN44MD5 n1 THE XKHG COUNTY SURFACE WATER & ICH 114A WILL BE PR NZNU FRDM LEAVING TIN: CORSNIUGTICN SI£ CERTARL AMMTIES. SUCH AS nOUKOLE umpfl_ILANCE DF P'jSUC FACILRIES AND UiURM AND LANDSCAPLNG. OF SINGLE-FAMILY RESIDENCES, ARE EXEMPT FROM THIS PROVISION. 152 KIND COUNTY D.D.F S. RmT" Engineer R�� 1 U pr pE =PMENT 0=mmts, aA�ssar�� F Z J 0- 0 U cr Er O U J Z_ 11 V�4607 __ #P3055A v � m 5 g 7I V, N n � o LL � <Oc�m W $ T D N �3Lo Lo N N NNN wq W Y vv d 7 Jg�,<.► 0 rFA r $ x f" .TS»pf L "ASryA �b-4 1 .00, iI r r •rrstcA .�eL 10 �l011A L � � NI