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19-101820
DigiS°ZNjner Document ID: 1 bea8a75-7dta-40b8-9c15-97d7054904a RESuwITTED 1 FEB 14 2020 L T I N February 14, 2020 Ms. Becky Chapin Senior Planner City of Federal Way 33325 81h Avenue S Federal Way, WA 98003 RE: Response to 2"d Technical Comment Letter File # 19-101820-00-SU The Hills - Parcel # 302104-9173 Dear Ms. Chapin: CrTY OF FEDERAL WAY COMMUNITY DEVF-LOMEK7 N G I N E E R S L L C Job No. 2069-001-019 ESM Consulting Engineers, LLC is providing this letter in response to the review letter we received from the City of Federal Way, dated February 6, 2020. In an effort to provide concise and direct responses, we have copied the review comments below in italics and our responses are in bold. COMMUNITYDEVELOPMENT— PLANNING DIVISION Becky Chapin, 253-835-2641, beck . cha in cit offederalwa _ corn 1. Content & Form of Application — Please provide the following applicable items as identified in Bulletin #0 10 and content requirements of Federal Way Revised Code (FWRC) 18.30.030 on the short plat document Add the city file number (19- f01820-00-SU) in the space provided in the Title Block on all sheets of the short plat drawing. RESPONSE: Number has been added to the Plat Map PUBLIC WORKS— DEVELOPMENTSERVICES Ann Dower, 253-835-2732, ann. dower cit offederalwa y.corn The following is Traffic and Development Services review of the resubmittal. Technical Information Re art 1. Please provide additional information specific to the downstream '%w spot" Is this a dosed depression? Does the overflow cause any flooding issues for downstream properties? 33400 8th Ave. S Ste 205 Tel (253) 838 6113 Everett (425) 297 9900 Federal Way. WA 98003 Fax (253) 838 7104 ToLL Free (800) 345 5694 www.esmciviL.com DigiVigner Document ID: 1 bea8a75-7dfa-40b8-9c15-97d70549d04a f Ms. Becky Chapin February 14, 2020 Page 2 RESPONSE: Additional Information has been added to Section 3, Task 4 of the TIR addressing this identified low point. Plans 2 Revise the plans to include the ditch and check dams required in the January 7, 2020, Right -of -Way Modification letter. RESPONSE: A ditch has been added to the south side of SW 3. Engineering and plat drawings must have either NGVD 29 or KCAS vertical datum. A conversion factor note is not acceptable. RESPONSE: Drawings have been revised to NGVD-29. 4. Any easements located within the future public right-of-way must be relinquished prior to recording the statutory warranty deed and final plat. The developershould begin now to obtain these relinquishments. RESPONSE: Noted 5. The pole, anchor, and equipment noted on the plat map must be removed from the future public right-of-way and the recorded easement must be relinquished. RESPONSE: Noted, a note has been added to this affect on the plat and engineering drawings 6. Please submit the previously requested sight distance analysis at SW 3651h Street and east most private driveway. RESPONSE: The SW 3651' Sight distance analysis is on sheet PP-03. A second analysis has been added to the eastern most private drive. SOUTHKING F/RE& RESCUE Chris Cahan, 253-946-7243, chnscahan southkinafire. org Fire Sprinkler System An NFPA 13D fire sprinkler system will be required in the structure constructed on lots 2 and 3 due to lack of approved fire department access. Determination of requirements for residential fire sprinklers on remaining lots, if any, are made at the time of the building permit application. RESPONSE: Noted DigiSigner Document ID: 1bea8a75-7dfa-40b8-9c15-97d7054904a Ms. Becky Chapin February 14, 2020 Page 3 If there are any questions or concerns, please feel free to contact me at (253) 838-6113 so that we can provide a resolution as quickly as possible. Sincerely, ESM CONSULTING ENGINEERS, LLC. C' BRANDON LOUCKS, P.E. Project Engineer \\esm8\engr\esm jobs\2069\001\019\document\letter-003.docx cIrr OF Federal Way Cen` January 7, 2020 Brandon Loucks, P.E. ESM Consulting Engineers, LLC 33400 8 h Ave S, Ste 205 Federal Way, WA 98003 RE: Permit #19-105349-00-SM; THE HILLS, SW 3651" St., Federal Way Dear Mr. Loucks: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor The City of Federal Way Public Works Department has considered your request to modify or waive several elements of the frontage improvements required by Federal Way Revised code (FWRC) for the proposed 6-lot short plat located along SW 365 h Street. The requests and applicable codes are as follows: 1) Reduce the required type X street cross-section within the property boundaries to 3' utility strip, 5' sidewalk, 8' ditch on the north side, 20' travelway, and 8' undeveloped right-of-way on the south side. (FWRC Section 19.135.040; 19.135.070) 2) Reduce the required type "X" street cross-section within the panhandle to 3' utility strip and 5' sidewalk on the north side, 20' travelway, and 8' undeveloped right-of-way on the south side. (FWRC Section 19.135.040; 19.135.070). Vertical curb is required to make this cross-section drain properly. 3) Eliminate the crown and slope the road to the ditch along the north side. (19.135.130 and 19.135.07; Development Standards Section 3.2.7.E) Staff has determined that FWRC section 19.135.070 "2) Unusual topographic or physical conditions preclude the construction of the improvements as required" applies in regard to the road alignment. On the east, the road must tie into proposed improvements for Monte Vista Short Plat, which is currently under construction. On the west, the panhandle is not wide enough to accommodate full frontage improvements, but the 20' road width and 5' sidewalk can be provided. The proposed alignment is appropriate to meet these constraints in both directions. Since eight feet is available on the south side of the improvements, a ditch is possible. Therefore, the road must be crowned and a modified dich section, including v-ditch and check dams, must be provided, as feasible to tie into existing grades offsite. In summary, requests 1 and 2 are granted, and request 3 is denied. The reduced cross sections may be constructed as proposed, with the exception that the road shall be crowned and ditch provided on the south side. Vertical curb shall be allowed only on the north side of the panhandle. \\CFWFILEI\App1ications\CSDC\PROD\docs\save\160950_80006 06131916.DOC The conditions of the right-of-way modification are applicable for one year from the date of this letter. If the work is not completed within this time period, this decision will be void and a new request for modification must be submitted. Should you have any questions, please contact Ann Dower, Senior Engineering plans Reviewer, at 253- 835-2732 or at ann.dower@cityoffederalway.com. Sincerely, Desiree Winkler, P.E. Deputy Public Works Director DW/AD:ss c: Veristone Homes 4, LLC, Attn: Tim Ho, 6725 116th Ave NE Suite 210; Kirkland, WA 98033 Becky Chapin, Senior Planner Cole Elliott, P.E.; Development Services Manager pf/ad Electric df \\CFW FILE 1 \Applications\CSDC\PROD\docs\save\160950_ 80006_06131916.DOC iESUBMIT T'EQ 41k CITY OF Federal Way APPLICATION NO(S) 19-101820-00-SU Nov 0 6 2019 crn DF FEl]ERAL WAY l�l[MUNITY pEVEI, A+1 T Project Name The Hills Short Plat Property Address/Location 364XX 6th Ave SW Parcel Number(s) 302104-917 3 Project Description ❑i F A CF' PRINT MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 Date 6/5/19 Short subdivide 2.62 Acre parcel into 6 individual lots for detached single family residences. In addition, 1 tract is designated for stormwater. Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process n (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information RS 15 Zoning Designation SF, W. Nnslry Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occriparicy Type Construction Type Applicant Name: Tim Ho. - Veristone Homes 4, LLC Address: 6725 116th AVE NE, Suite 210 City/State: Kirkland, WA Zip: 98033 Phone: 425-296-0082 Fax - Email: V e I.151-oNe K Email: oatreS.Cmr+ — - Signature: Agent (if different than Applicant) Name: John Everett- ESM Consulting Engineers, LLC Address: 33400 8th AVE S., Suite 205 City/State: Federal Way, WA Zip: 98003 Phone: 253-B38-6113 Fax: Email: Joh ett@esmcivil.com Signa Owne Name: Ty Pendergraft - Veristone Homes 4, LLC Address: 6725 116th AVE NE, Suite 210 City/State: Kirkland, WA Zip: 98033 Phone: 206-391-6883 Fax: Email: TyP@veris •ho s.corn Signature: Bulletin #003 — January 1, 2011 Page 1 of 1 kAHandoutslMaster Land Use Application RESU6T,,ij' i1 ED NUV 0 6 2019 Crry Un DA wa y L CLOSURE ON THE HILLS October 30, 2019 BOUNDARY Northing Easting Bearing Length Arc Len th Radius Delta Radial Bearing In Radial Bearing Out 104129.1347 1265987.4403 S 88'49'13" E 414.35 104120.6038 1266401.7025 S 01 °29'54" W 328.62 103792.0961 1266393.1097 N 88°45'40" W 623.64 103805.5799 1265769.6155 N 01°25'52" E 61.09 103866.6508 1265771.1412 39.35 25.00 90'11'32" S 88°34'08" E N 01°14'20" E 103841.0323 1265795.5929 S 88°45'40" E 183.66 103837.0614 1265979.2100 N 01°36'54" E 292.19 104129.1353 1265987.4449 S 82°06'06" W 0.00 Perimeter 1942.91 AREA 143830 S.F 3.302 Acres LOT 1 Northing Easting Bearing Length Arc I Length Radius Delta Radial Bearina In Radial Bearing Out 103994.9968 1265983.6585 S 88°45'40" E 99.91 103992.8367 1266083.5452 S 01 ° 14'20" W 150.00 103842.8717 1266080.3020 N 88°45'40" W 100.89 103845.0531 1265979.4356 N 01°36'54" E 150.00 103994.9935 1 1265983.6631 N 53°57'30" W i 0.01 Perimeter 500.81 AREA 15060 S.F 0.346 Acres LOT 2 Northing Easting Bearing Length Arc Len th Radius Delta Radial Bearing In Radial Bearing Out 104129.1347 1265987.4403 S 88'49'13" E 114.03 104126.7870 1266101.4461 S 01°14'20" W 284.31 103842.5434 1266095.2990 N 88°45'40" W 15.00 103842.8677 1266080.3025 N 01 ° 14'20" E 150.00 103992.8327 1266083.5457 N 88°45'40" W 99.91 103994.9928 1265983.6591 N 01°36'54" E 134.19 104129.1295 1265987.4410 N 07°41'02" W 0.01 Perimeter 797.45AREA 17618 S.F 0.404 Acres LOT 3 Northing Easting Bearing Length Arc Length Radius Delta Radial Bearina In Radial Bearing Out 104126.7872 1266101.4423 S 88'49'13" E 115.00 104124.4195 1266216.4179 S 01 ° 14'20" W 134.42 103990.0309 1266213.5116 N 88°45'40" W 100.00 103992.1930 1266113.5350 S 01 ° 1420" W 150.00 103842.2281 1 1266110.2918 N 88°45'40" W 15.00 103842.5524 1266095.2953 N 01 ° 14'20" E 284.31 104126.7959 1266101.4424 S 00°50'15" W 0.01 Perimeter 798.74AREA 17701 S.F 0.406 Acres LOT 4 Northing Easting Bearing Length Arc Length Radius Delta Radial Bearin In Radial Bearina Out 103992.1883 1266113.5351 S 88°45'40" E 100.00 103990.0262 1266213.5118 S 01 ° 14'20" W 150.00 103840.0613 1266210.2686 N 88°45'40" W 100.00 103842.2234 1266110.2920 N 01°14'20" E 150.00 Perimeter 500.00AREA 15000 S.F 0.344 Acres LOT 5 Northing Easting Bearing Length 1 Arc Lencith Radius Delta Radial Bearing In Radial Bearing Out 104023.9655 1266214.2491 S 88°45'40" E 184.86 104019.9687 1266399.0659 S 01°29'54" W 92.00 103928.0001 1266396.6603 N 88°45'40" W 164.44 103931.5555 1266232.2587 S 01°14'20" W 92.00 103839.5770 1266230.2696 N 88°45'40" W 20.00 103840.0094 1266210.2743 N 01 ° 14'20" E 184.00 104023.9664 1266214.2525 S 75°46'51" W 0.00 Perimeter 737.30AREA 18827 S.F 0.432 Acres LOT 6 Northing Easting Bearing Length Arc Len th Radius Delta Radial Bearina In Radial Bearing Out 103931.6075 1266232.2532 S 88°4540" E 164.44 103928.0522 1266396.6547 S 01°29'54" W 92.00 103836.0836 1266394.2491 N 88°45'40" W 164.03 103839.6301 1266230.2575 N 01 ° 14'20" E 92.00 103931.6086 1266232.2466 S 80°36'54" E 0.01 Perimeter 512.48AREA 15110 S.F 0.347 Acres TRACT A Northing Easting Bearing Length Arc Len th Radius Delta Radial Bearino In Radial Bearing Out 104124.4196 1266216.4179 S 88'49'13" E 185.32 104120.6041 1266401.6987 S 01°29'54" W 100.62 104020.0185 1266399.0677 N 88°45'40" W 184.86 104024.0154 1266214.2509 N 01 ° 14'20" E 100.42 104124.4119 1266216.4221 N 28-09-09" W 0.01 Perimeter 571.23AREA 18606 S.F 0.427 Acres ROW DEDICATION Northing Bearing Length Arc Len th Radius Delta Radial BearingIn Radial BearingOut 103841.0290S *1265979.4308 88°45'40" E 183.66 103837.0581 N 01°36'54" E 8.00 103845.0549S 88°45'40" E 414.92 103836.0839 1266394.2538 S 01°29'54" W 26.00 103810.0928 1266393.5740 S 01°29'54" W 18.00 103792.0990 1266393.1033 N 88°45'40" W 623.64 103805.5827 1265769.6091 N 01°25'52" E 61.09 103866.6536 1265771.1348 39.35 25.00 90'11'32" S 88°34'08" E N 01°14'20" E 103841.0351 1265795.5865 S 16'16'37" E 1 0.01 Perimeter 1374.67 AREA 25906 S.F 0.595 Acres \\es m8\e ng r\es m-jobs\2069\001\019\document\ca I c-002. d oc First American Title Insurance Company 920 5th Avenue, Suite 1250 Seattle, WA 98104 October 11, 2019 RESUBMIT 'i I ED Ty Pendergraft Veristone Fund I, LLC 6725 116th Avenue NE, Suite 210 Kirkland, WA 98033 Phone: (206)391-6883 Fax: (425)484-6151 Title Officer: Phone: Fax No.: E-Mail: Order Number: Escrow Number: Buyer: NOV p 6 2019 OMMUN TY DOEVELOPCM OF FERAL MENT Pat Fullerton (206)615-3055 (866)904-2177 TitleKingWa@firstam.com 3180190 3180190 TBD Owner: HILLS Property: 0-36)= 6th Ave SW Federal Way, Washington 98003 Attached please find the following item(s): Guarantee Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First! Form 5003353 (7-1-14) rjg_e_fof_q_ Guarantee Number: 3180190 CLTA #14 Subdivision Guarantee (4-10-75)` _ Washington4 .first American Subdivision ` :arantee Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 5003353-3180190 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, FIRST AMERICAN TITLE INSURANCE COMPANY a Nebraska corporation, herein called the Company GUARANTEES Veristone Homes, LLC the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule A, which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. First American Tilde Insurance Company Jeffrey S Rotmson Secreiery This jacket was created electronically and constitutes an original document 5003353 (7-1-14) [Pa2 of 9 Guarantee Number: 3180190 I CLTA #14 Subdivision Guarantee (4-1U- I } ge Washing SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assut�. �,:es are provided in (a) Defects, liens, er.,umbrances, adverse claims or other matters Schedule A of this Guarantee, the Company assumes no affecting the title to any property beyond the lines of the land liability for loss or damage by reason of the following: expressly described in the description set forth in Schedule (A), (a) Defects, liens, encumbrances, adverse claims or other (C) or in Part 2 of this Guarantee, or title to streets, roads, matters against the title, whether or not shown by the avenues, lanes, ways or waterways to which such land abuts, public records. or the right to maintain therein vaults, tunnels, ramps or any (b) (1) Taxes or assessments of any taxing authority that structure or improvements; or any rights or easements therein, levies taxes or assessments on real property; or, (2) unless such property, rights or easements are expressly and Proceedings by a public agency which may result in taxes specifically set forth in said description. or assessments, or notices of such proceedings, whether (b) Defects, liens, encumbrances, adverse claims or other matters, or not the matters excluded under (1) or (2) are shown whether or not shown by the public records; (1) which are by the records of the taxing authority or by the public created, suffered, assumed or agreed to by one or more of the records. Assureds; (2) which result in no loss to the Assured; or (3) (c) (1) Unpatented mining claims; (2) reservations or which do not result in the invalidity or potential invalidity of any exceptions in patents or in Acts authorizing the issuance judicial or non -judicial proceeding which is within the scope thereof; (3) water rights, claims or title to water, whether and purpose of the assurances provided. or not the matters excluded under (1), (2) or (3) are (c) The identity of any party shown or referred to in Schedule A. shown by the public records. (d) The validity, legal effect or priority of any matter shown or 2. Notwithstanding any specific assurances which are provided in referred to in this Guarantee. Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. 4. Company's Option to Defend or Prosecute Actions; Duty of The following terms when used in the Guarantee mean: Assured Claimant to Cooperate. (a) the "Assured": the party or parties named as the Even though the Company has no duty to defend or prosecute as Assured in this Guarantee, or on a supplemental writing set forth in Paragraph 3 above: executed by the Company. (a) The Company shall have the right, at its sole option and cost, (b) "land": the land described or referred to in Schedule to institute and prosecute any action or proceeding, interpose a (A)(C) or in Part 2, and improvements affixed thereto defense, as limited in (b), or to do any other act which in its which by law constitute real property. The term "land" opinion may be necessary or desirable to establish the title to does not include any property beyond the lines of the the estate or interest as stated herein, or to establish the lien area described or referred to in Schedule (A)(C) or in rights of the Assured, or to prevent or reduce loss or damage Part 2, nor any right, title, interest, estate or easement in to the Assured. The Company may take any appropriate action abutting streets, roads, avenues, alleys, lanes, ways or under the terms of this Guarantee, whether or not it shall be waterways. liable hereunder, and shall not thereby concede liability or (c) "mortgage": mortgage, deed of trust, trust deed, or waive any provision of this Guarantee. If the Company shall other security instrument. exercise its rights under this paragraph, it shall do so diligently. (d) "public records": records established under state (b) If the Company elects to exercise its options as stated in statutes at Date of Guarantee for the purpose of Paragraph 4(a) the Company shall have the right to select imparting constructive notice of matters relating to real counsel of its choice (subject to the right of such Assured to property to purchasers for value and without knowledge. object for reasonable cause) to represent the Assured and shall (e) "date": the effective date. not be liable for and will not pay the fees of any other counsel, 2. Notice of Claim to be Given by Assured Claimant. nor will the Company pay any fees, costs or expenses incurred An Assured shall notify the Company promptly in writing in by an Assured in the defense of those causes of action which case knowledge shall come to an Assured hereunder of any allege matters not covered by this Guarantee. claim of title or interest which is adverse to the title to the (c) Whenever the Company shall have brought an action or estate or interest, as stated herein, and which might cause interposed a defense as permitted by the provisions of this loss or damage for which the Company may be liable by Guarantee, the Company may pursue any litigation to final virtue of this Guarantee. If prompt notice shall not be given determination by a court of competent jurisdiction and to the Company, then all liability of the Company shall expressly reserves the right, in its sole discretion, to appeal terminate with regard to the matter or matters for which from an adverse judgment or order. prompt notice is required; provided, however, that failure to (d) In all cases where this Guarantee permits the Company to notify the Company shall in no case prejudice the rights of prosecute or provide for the defense of any action or any Assured unless the Company shall be prejudiced by the proceeding, an Assured shall secure to the Company the right failure and then only to the extent of the prejudice. to so prosecute or provide for the defense of any action or 3. No Duty to Defend or Prosecute. proceeding, and all appeals therein, and permit the Company The Company shall have no duty to defend or prosecute any to use, at its option, the name of such Assured for this action or proceeding to which the Assured is a party, purpose. Whenever requested by the Company, an Assured, at notwithstanding the nature of any allegation in such action or the Company's expense, shall give the Company all proceeding. (Form 5003353 (7-1-14) Page 3 of 9 Guarantee Number: 3180190 CLTA #14 Subdivision Guarantee (4-10-75) Washington GUARANTEE CONDITIONS AND STIPULATIONS (Continued) reasonable aid in any action or pru-r eding, securing indebtedness se-..ed by said mortgage or said lien for the evidence, obtaining witnesses, prosecuting or defending amount owing thereon, together with any costs, reasonable the action or lawful act which in the opinion of the attorneys' fees and expenses incurred by the Assured claimant Company may be necessary or desirable to establish the which were authorized by the Company up to the time of title to the estate or interest as stated herein, or to purchase. establish the lien rights of the Assured. If the Company Such purchase, payment or tender of payment of the full is prejudiced by the failure of the Assured to furnish the amount of the Guarantee shall terminate all liability of the required cooperation, the Company's obligations to the Company hereunder. In the event after notice of claim has Assured under the Guarantee shall terminate. been given to the Company by the Assured the Company offers S. Proof of Loss or Damage. to purchase said indebtedness, the owner of such indebtedness In addition to and after the notices required under Section 2 shall transfer and assign said indebtedness, together with any of these Conditions and Stipulations have been provided to collateral security, to the Company upon payment of the the Company, a proof of loss or damage signed and sworn to purchase price. by the Assured shall be furnished to the Company within Upon the exercise by the Company of the option provided far ninety (90) days after the Assured shall ascertain the Facts in Paragraph (a) the Company's obligation to the Assured giving rise to the loss or damage. The proof of loss or under this Guarantee for the claimed loss or damage, other damage shall describe the matters covered by this Guarantee than to make the payment required in that paragraph, shall which constitute the basis of loss or damage and shall state, terminate, including any obligation to continue the defense or to the extent possible, the basis of calculating the amount of prosecution of any litigation for which the Company has the loss or damage. If the Company is prejudiced by the exercised its options under Paragraph 4, and the Guarantee failure of the Assured to provide the required proof of loss or shall be surrendered to the Company for cancellation. damage, the Company's obligation to such assured under the (b) To Pay or Otherwise Settle With Parties Other Than the Guarantee shall terminate. In addition, the Assured may Assured or With the Assured Claimant. reasonably be required to submit to examination under oath To pay or otherwise settle with other parties for or in the name by any authorized representative of the Company and shall of an Assured claimant any claim assured against under this produce for examination, inspection and copying, at such Guarantee, together with any costs, attorneys' fees and reasonable times and places as may be designated by any expenses incurred by the Assured claimant which were authorized representative of the Company, all records, books, authorized by the Company up to the time of payment and ledgers, checks, correspondence and memoranda, whether which the Company is obligated to pay. bearing a date before or after Date of Guarantee, which Upon the exercise by the Company of the option provided for reasonably pertain to the loss or damage. Further, if in Paragraph (b) the Company's obligation to the Assured requested by any authorized representative of the Company, under this Guarantee for the claimed loss or damage, other the Assured shall grant its permission, in writing, for any than to make the payment required in that paragraph, shall authorized representative of the Company to examine, Inspect terminate, including any obligation to continue the defense or and copy all records, books, ledgers, checks, correspondence prosection of any litigation for which the Company has and memoranda in the custody or control of a third party, exercised its options under Paragraph 4. which reasonably pertain to the loss or damage. All 7. Determination and Extent of Liability. information designated as confidential by the Assured This Guarantee is a contract of Indemnity against actual monetary provided to the Company pursuant to this Section shall not be loss or damage sustained or incurred by the Assured claimant who disclosed to others unless, in the reasonable judgment of the has suffered loss or damage by reason of reliance upon the Company, it is necessary in the administration of the claim. assurances set forth in this Guarantee and only to the extent herein Failure of the Assured to submit for examination under oath, described, and subject to the Exclusions From Coverage of This produce other reasonably requested information or grant Guarantee. permission to secure reasonably necessary information from The liability of the Company under this Guarantee to the Assured third parties as required in the above paragraph, unless shall not exceed the least of: prohibited by law or governmental regulation, shall terminate (a) the amount of liability stated in Schedule A or in Part 2; any liability of the Company under this Guarantee to the (b) the amount of the unpaid principal indebtedness secured by Assured for that claim. the mortgage of an Assured mortgagee, as limited or provided 6. Options to Pay or Otherwise Settle Claims: under Section 5 of these Conditions and Stipulations or as Termination of Liability. reduced under Section 9 of these Conditions and Stipulations, In case of a claim under this Guarantee, the Company shall at the time the loss or damage assured against by this have the following additional options: Guarantee occurs, together with interest thereon; or (a) To Pay or Tender Payment of the Amount of Liability or (c) the difference between the value of the estate or interest to Purchase the Indebtedness. covered hereby as stated herein and the value of the estate or The Company shall have the option to pay or settle or interest subject to any defect, lien or encumbrance assured compromise for or in the name of the Assured any claim against by this Guarantee. which could result in loss to the Assured within the S. Limitation of Liability. coverage of this Guarantee, or to pay the full amount of (a) If the Company establishes the title, or removes the alleged this Guarantee or, if this Guarantee is issued for the defect, lien or encumbrance, or cures any other matter assured benefit of a holder of a mortgage or a lienholder, the against by this Guarantee in a reasonably diligent manner by Company shall have the option to purchase the 4-10-75) Form 5003353 (7-1-14) Page 4 of 9 Guarantee Number: 3180190 CLTA #14 Subdivision Guarantee ( Washington 9. 10. 11. GUARANTEE CONDITIONS AND STIPULATIONS (Continued) any method, including litigation anL one completion of 12. Arbitration. any appeals therefrom, it shall have fully performed its finless prohibited by applicable law, either the Company or the obligations with respect to that matter and shall not be Assured may demand arbitration pursuant to the Title Insurance liable for any loss or damage caused thereby. Arbitration Rules of the American Land Title Association. Arbitrable (b) In the event of any litigation by the Company or with the matters may include, but are not limited to, any controversy or Company's consent, the Company shall have no liability claim between the Company and the Assured arising out of or for loss or damage until there has been a final relating to this Guarantee, any service of the Company in determination by a court of competent jurisdiction, and connection with its issuance or the breach of a Guarantee provision disposition of all appeals therefrom, adverse to the title, or other obligation. All arbitrable matters when the Amount of as stated herein. Liability is $2,000,000 or less shall be arbitrated at the option of (c) The Company shall not be liable for Joss or damage to either the Company or the Assured. All arbitrable matters when the any Assured for liability voluntarily assumed by the amount of liability is in excess of $2,000,000 shall be arbitrated only Assured in settling any claim or suit without the prior when agreed to by both the Company and the Assured. The Rules written consent of the Company. in effect at Date of Guarantee shall be binding upon the parties. Reduction of Liability or Termination of Liability. The award may include attorneys' fees only if the laws of the state All payments under this Guarantee, except payments made in which the land is located permits a court to award attorneys' fees for costs, attorneys' fees and expenses pursuant to Paragraph to a prevailing party. Judgment upon the award rendered by the 4 shall reduce the amount of liability pro tanto. Arbitrators) may be entered in any court having jurisdiction Payment of Loss. thereof. (a) No payment shall be made without producing this The law of the situs of the land shall apply to an arbitration under Guarantee for endorsement of the payment unless the the Title Insurance Arbitration Rules. Guarantee has been lost or destroyed, in which case A copy of the Rules may be obtained from the Company upon proof of loss or destruction shall be furnished to the request. satisfaction of the Company. 13. Liability Limited to This Guarantee; Guarantee Entire (b) When liability and the extent of loss or damage has been Contract. definitely fixed in accordance with these Conditions and (a) This Guarantee together with all endorsements, if any, Stipulations, the loss or damage shall be payable within attached hereto by the Company is the entire Guarantee and thirty (30) days thereafter. contract between the Assured and the Company. In Subrogation Upon Payment or Settlement. interpreting any provision of this Guarantee, this Guarantee Whenever the Company shall have settled and paid a claim shall be construed as a whole. under this Guarantee, all right of subrogation shall vest in the (b) Any claim of loss or damage, whether or not based on Company unaffected by any act of the Assured claimant. negligence, or any action asserting such claim, shall be The Company shall be subrogated to and be entltied to all restricted to this Guarantee. rights and remedies which the Assured would have had (c) No amendment of or endorsement to this Guarantee can be against any person or property in respect to the claim had this made except by a writing endorsed hereon or attached hereto Guarantee not been issued. If requested by the Company, signed by either the President, a Vice President, the Secretary, the Assured shall transfer to the Company all rights and an Assistant Secretary, or validating officer or authorized remedies against any person or property necessary in order to signatory of the Company. perfect this right of subrogation. The Assured shall permit the 14. Notices, Where Sent. Company to sue, compromise or settle in the name of the All notices required to be given the Company and any statement in Assured and to use the name of the Assured in any writing required to be furnished the Company shall include the transaction or litigation involving these rights or remedies. number of this Guarantee and shall be addressed to the Company If a payment on account of a claim does not fully cover the at First American Title Insurance Company, Attn: Claims loss of the Assured the Company shall be subrogated to all National Intake Center, 1 First American Way, Santa Ana, rights and remedies of the Assured after the Assured shall California 92707 Claims.Nl+ C firstam.com Phone: 888-632- have recovered its principal, interest, and costs of collection. 1642 Fax: 877-804-7606 �S11 p, M E R I Firs tAmerlean Title Form 5003353 (7-1-14) Page 5 of 9 GGuarantee Number: 3180190 CLTA #14 Subdivision Guarantee (4-1 570 ) Washington Subdivision Guara, 2e y Firs ' Ame 1Can Schedule A Order No.: 3180190 Name of Assured: Veristone Homes, LLC Date of Guarantee: October 04, 2019 ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 3180190 FOURTH REPORT Liability: $2,000.00 The assurances referred to on the face page hereof are: Title is vested in: RUSSELL N. HILLS AND SUSAN A. HILLS, HUSBAND AND WIFE Fee: $350.00 Tax: $35.35 2. That, according to the public records relative to the land described in Schedule C attached hereto (including those records maintained and indexed by name), there are no other documents affecting title to said land or any portion thereof, other than those shown under Record Matters in Schedule B. 3. The following matters are excluded from the coverage of this Guarantee A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. B. Water rights, claims or title to water. C. Tax Deeds to the State of Washington. D. Documents pertaining to mineral estates. 4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. 6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment, guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. Farm 5003353 (7-1-14) Page 6 of 9 Guarantee Number: 3180190 CLTA #14 Subdivision Guarantee (4-10-75) Washington Subdivision Guara, _�e FirstAmerican Schedule B ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 3180190 RECORD MATTERS General Taxes for the year 2019. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 302104917307 1st Half Amount Billed: $ 1,076.98 Amount Paid: $ 1,076.98 Amount Due: $ 0.00 Assessed Land Value: $ 191,000.00 Assessed Improvement Value: $ 0.00 2nd Half Amount Billed: $ 1,076.98 Amount Paid: $ 0.00 Amount Due: $ 1,076.98 Assessed Land Value: $ 191,000.00 Assessed Improvement Value: $ 0.00 2. Taxes which may be assessed and extended on any subsequent roll for the tax year 2019, with respect to new improvements and the first occupancy which may be included on the regular assessment roll and which are an accruing lien not yet due or payable. 3. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for sewer, water and public facilities of Federal Way Water and Sewer as disclosed by instrument recorded under recording no. 8905120210. 4. Right to make necessary slopes for cuts or fills upon said premises for 6th Avenue SouthWest as granted by deed recorded Volume 33 under recordin na. Page 341 Records of King County, Washington. Easement, including terms and provisions contained therein: Recorded: October 19, 1931 Recording Information: 26951-69 In Favor Of: Puget Sound Energy, Inc., a Washington corporation For: Electric and/or gas transmission and/or distribution system 6. Easement, including terms and provisions contained therein: Recording Information: 4663091 In Favor of: City of Tacoma For: Pole and Anchor and Equipment on and String Distribution Wires, Service Wires and Guy Wires Form 5003353 (7-1-14) Page 7 of 9 �Guarantee Number: 3180190 ` CLTA #14 Subdivision Guarantee (4-10-75) Y Washington 7. Conditions, notes, easem ts, provisions and/or encroachments cont " ed or delineated on the face of the Survey recorded C Ir Recording No. 8505069008. 8. Any and all offers of dedication, conditions, restrictions, easements, boundary discrepancies or encroachments, notes and/or provisions shown or disclosed by Short Plat or Plat Short Plat No. 1086038 recorded under recording number 8803100658. 9. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording No. 8808049001. 10. Agreement and the terms and conditions thereof: Between: Lakehaven Water and Sewer District And: Russell N and Susan A Hills Recording Information: 20180829000827 Informational Notes, if any A. We don't find any voluntary liens of record affecting subject property. Inquire as to the existence of any unrecorded lien or other indebtedness which could give rise to any security interest in the subject property. Form 5003353 (7-1-14) Page 8 of 9 Guarantee Number: 3180190 CLTA #14 Subdivision Guarantee (4-10-75)1 Washington) Subdivision Guara, -,e .y� wYt►rC First American Schedule C ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 3180190 The land in the County of King, State of Washington, described as follows: LOT 4 OF KING COUNTY SHORT PLAT NUMBER 1086038, RECORDED UNDER RECORDING NUMBER 8803100658, RECORDS OF KING COUNTY WASHINGTON. rrorm 5003353 (7-1-14) 'Page 9 of 9 'Guarantee Number: 3180190 CLTA #14 Subdivision Guarantee (4-10-75) Washington November 1, 2019 Mr. EJ Walsh, Director City of Federal Way Public Works 33325 8th Avenue S Federal Way, WA 98003 RESUBMIT► .D NOV 0 6 2019 nrry n(r FF_nEFiAL WAY Job No. 2069-001-019 RE: File #19-101820-00-SU; Request for Street Improvement Modification The Hills, Parcel Number 302104-9173, Federal Way Dear Mr. Walsh: On behalf of Veristone Homes 4, LLC, ESM Consulting Engineers, LLC is submitting this request to modify the required street improvements for The Hills Preliminary Short Plat. The City of Federal Way Official Zoning Map identifies parcel no. 3021049173 as zoned RS 15 which allows 1 dwelling unit per 15,000 SF. The gross parcel size is 114,190 SF or 2.62 acres. The proposed preliminary short plat seeks to subdivide this parcel into 6 buildable lots, 1 stormwater tract, and dedicate right-of-way for the extension of SW 365th Street. In total, the proposed length of right-of-way on The Hills Preliminary Short Plat site will be approximately 626 linear feet with a variation from 36 feet in width up to 44 feet in width. This parcel has an existing configuration that represents a typical pan handle lot or flag lot configuration. The "handle" or "flagpole" of this parcel measures 36 feet wide by 214 feet long and has direct access onto 6th Ave SW located on the west side. To the east, near the southeast corner of the parcel, the adjoining property has preliminary short plat approval (Montevista) for the development of 7 lots and an internal roadway identified as an extension of 3rd Place SW into SW 3651h Street by means of a type "X" local street. Per the City of Federal Way Street Standards 3-2X, the type "X" local street cross section contains 3' of utility strip, 5 feet of sidewalk, 8 feet of ditch, and 10 feet of travel way on each half- all contained in a 52-foot right-of-way. Staff identified during the pre -application conference that the proposed extension of SW 365th Street will need to continue with the type 'Y' local street standards. Given the pre-existing constraints on the site, Veristone Homes 4, LLC is seeking a modified type "X" local street for The Hills Short Plat. Where the 214 foot long "panhandle" or "flagpole" portion lies, the modified street will contain a 3 foot wide utility strip, 5 feet of sidewalk, vertical curb and gutter, 20 feet of travel way, and 8 feet of native ground to accommodate 3:1 side slopes and future ROW improvements. The remaining 412 feet of the right-of-way will contain a 3-foot-wide utility strip, 5 feet of sidewalk, 8 feet of ditch, 20 feet of travel way, and 8 feet of native ground to accommodate 3:1 side slopes and future ROW improvements. Instead of crowning the asphalt travel way, this modification will warp the road at a 2% slope towards the 8-foot wide ditch. 33400 8th Ave S Ste 205 Tel (253) 838 6113 Federal Way. WA 98003 Fax (253) 838 7104 www.esmcivil corn Everett (425) 297 9900 Ci, arE�: n. anr. F ai ,, o n TOLLFree (800)3455694 La:!Sorre,m Lanrl r--rFA-rP:ilr--rtn e _,D L p 6.c Mr. EJ Walsh November 1, 2019 Page 2 Pursuant to FWRC 19.135.070, this letter requests that the director consider modification to the required street improvements for the following reason: Unusual topographic or physical conditions preclude the construction of the improvements as required. Parcel 3021049173 of which The Hills Preliminary Short Plat is located on has been defined by prior land divisions with King County. The configuration has provided a 36-foot wide section of the parcel with direct access onto 6t' Ave SW. Presumably this configuration was created to prevent this parcel from becoming land -locked by other parcels. This 36-foot wide access is flanked on either side by parcels under different ownership from the applicant and their affiliates. Therefore, this narrow strip of land cannot accommodate the full width right-of-way of a Type X local street unless additional land is acquired. Future divisions of land or site development of the parcel to the south may allow for additional right-of-way dedication and full width street improvements. As currently presented the proposed short plat can only provide a little less than % or 75% of the local street standard for approximately 214 feet. Furthermore, the remaining 412 feet of ROW must make proper attempts to align with adjoining ROW of the Montevista plat. The full street type `X° ROW width cannot be accommodated because the placement of adjoining ROW alignment is located too far south. Therefore, 44 feet is the maximum ROW width for this 412-foot segment. If there are any questions or a need for further clarification, please feel free to contact me at (253) 838-6113 and I would be happy to discuss them with you. Sincerely, JESMCqSULTI GINEERS, LLC. N OUCKS, P.E. Project Engineer \\esm8\engr\esm jobs\2069\001\019\document\letter-002.docx November 4, 2019 Ms. Becky Chapin City of Federal Way 33325 81" Avenue S Federal Way, WA 98003 RESG�MITTED NOV 0 6 2019 CITY OF FEDERAL WAY COMMUNrTY DEVELOP S U L T I N G E N G N WR S L L C Job No. 2069-001-019 RE: File #19-101820-00-SU; Response to technical comment letter The Hills, Parcel Number 302104-9173, Federal Way Dear Ms. Chapin: On behalf of Veristone Homes 4, LLC, ESM Consulting Engineers, LLC is submitting this letter in response to the comment letter we received from you dated June 5, 2019. In an effort to provide concise and direct responses, we have copied your comments below in italics and our responses are in bold. COMMUNI T YOE I /EL OPMENT— PL ANNING DMSION Becky Chapin, 253-835-2641, becky chapin(a7c�tyoffederalway. com Content & Form of Application — Please provide the following applicable items as identified in Bulletin #010 and content requirements of Federal Way Revised Code (FWRC) 18.30. 030 on the short plat document. - Add the city file number (19-101820-00-SU) in the space provided in the Title Block on all sheets. Include the following information for Buildable Lands Calculations in a tabular form on the face of the plat- 0 Gross Plat Area — Acreage of the site to be platted prior to any dedications or set -asides. o Rights -of -Way — Acreage dedicated for public rights -of --way (both newly created streets and expansions of existing streets); private access tracts or easements; and alleys. o Public Noose — Acreage of site to be used for retention/detention/drainage facilities; open space and parks, or other on -site public facilities Do not include public utilities easements or landscaping. Items have been added 33400 8th Ave S Ste 205 Tel (253) 838 6113 Everett (425) 297 9900 Federal Way. WA 98003 Fax (253) 838 7104 Toll Free (800) 345 5694 www,esmciviL.com Land Plannii Landscape Aru1-1 GIS Ms. Becky Chapin November 4, 2019 Page 2 2. Required Yard Setbacks — Pursuant to FWRC 19,200.010, required yard setbacks for single-family dwelling unit are 20 feet front yard and 5 feet side and rear yards. Corner lot side yard for that portion of the lot not adjacent to the primary vehicular access is 10 feet. Please indicate where the driveway/primary vehicular access will be located on lots 1 and 5 and revise the setbacks accordingly for all lots on the short plat drawing. Stormwater Tract A does not need to have the building set back line (BSBL) depicted. Lot 4 is considered a flag lot. Refer to FWRC 19.05.160, 'Property line" (enclosed) for how required yards are applied for flag lots. Noted 3. Tree Retention — A separate Tree Retention Plan was submitted with the engineering drawings. The trees to be removed do not need to be depicted on the short plat drawing. Noted PUBLIC WORKS— DEVELOPMENTSERVICES Ann Dower, 253-835-2732, ann. do wer -, cityaffederalwa y_. com Plat M� >. Show all locatable easements on the plat map. If they are not locatable, note them as such. Located easement on the plat map have been shown. 2. Provide the date visited for all monuments shown. Date visited for all monuments are shown 3. Provide a width dimension for the public right-of-way dedication. Dimensions has been added 4. Revise vertical datum to KCAS or NGVD-29 for both the plat map and the engineering plans. A datum conversion to NGVD-29 has been added to the plat map and engineering plans. Technical Information Reaort 1. Provide a map of the geologically hazardous areas on the site. A map of the geologically hazardous areas has been added to the TIR. Ms. Becky Chapin November 4, 2019 Page 3 2. Lot closure calculations must be provided for the existing lots. Lot closure calculations are provided with the submittal package. Engineer#7q Plans See comments belowregarding street improvements. PUBLIC WORKS— TRA FFIC DI VISION Soma Chattopadhyay, 253-835-2731, soma. thatto adh a cit offederalwa . com The following technical review items must be addressed prior to Public Works approval. 1. All lots shall be accessed by a public street right-of-way (FWRC 18.55.020). City staff recommended in the preapplication letter to provide access to all proposed lots with an internal public street with cross section Wand a cul-de-sac according to city standard, instead of two internal private streets. The lot layout has been revised so each has access by a public street right-of- way. 2. The internal street shall be a public street. The street shall be Type "W" local street, consisting of a 28-foot street with both sides parking curb and gutter, 4- foot planter strips with street trees, 5-foot sidewalks, and streetlights in a 52-foot right-of-way. Internal Streets are no longer proposed, except for SW 365 as discussed in comment number 4. 3. Please submit a sight distance analysis at SW 365th Street and 61h A venue SW, as well as SW 365th Street and an internal public street. The analysis shall be conducted in accordance to the latestAASHTO guidelines (3.5-foot object height, 3.5-foot driver's eye height, and 14.5 feet back from the edge of the traveled way for passenger vehicles). The analysis must bear the seal of a licensed engineer in the state of Washington. The sight distance triangle shall be depicted on the plan set. Site Distance Triangles have been added to sheet PP-02 4. Please show the proposed connection of SW 365th Street to the existing SW 365th Street. SW 3651h Street will be connected to 3rd Avenue SW from 6th A venue SW. The existing SW 3651h " Street consists of 6-foot rain gardens, 5-foot sidewalks, and streetlights in a 20-foot right-of-way. The new SW 365th" Street shall be constructed to same cross section as existing SW 365th" Street and 314 street (36 foot) improvements are required. An application for a modification request is required. A connection to the existing SW 365'h St from the Montevista Plat is now proposed (3/4 street improvements). That plat consisted of a Type ' X' cross section, which includes 8 ditch. 5-foot sidewalks, and streetlights. Ms. Becky Chapin November 4, 2019 Page 4 5. Streetlight plans are required according to city standard. Preliminary Street light locations have been shown on the plans. Exact placement and calculations per City standards and details will be provided during plat engineering. LAKEHA VEN WA TER & SEWER DISTRICT Brian Asbury, 253-946-5407, BAsbur lakeha ven. or 1. Street names (SW 365th Street) are not shown/identified on the short plat. Street Names have been added 2. New Lakehaven water easement areas are not shown/identified on the short plat. The Lakehaven "Agreement" Rec No. 20180829000827 that the property is subject to has been included on the Plat documents. 3. Lakeha ven's requb ed plat easement language is not included on the short plat. Lakehaven's required plat easement language has been added to the short plat 4. Terms (benefits which lots, etc.) of/for private water/sewer easement areas not included on the short plat. The private sewer and public water easements have been labeled on the plat map. SOUTHKING FIRE& RESCUE Chris Caapn, 253-946-7243, chris. cahan southkin fire, or Water Su 1 A Certificate of Water Availabillty including a hydraulic fire flow model* shall be requested from the water district and pro vided at the time of building permit application. '"A hydraulic fire now model is required for single-family residences that exceed 3600 square feet, including garages and covered areas. Fire Hydrants 1. This project will require two fire hydrants as noted on page 6 of 9. The Lot layout has changed since the previous review. As a result, to achieve the 350 feet maximum, tentatively, it appears 1 fire hydrant may be sufficient. 2. Every building lot shall have a fire hydrant within 350 feet. All measurements shall be made as vehicular travel distance. Fire hydrants shall be within 600 feet Ms. Becky Chapin November 4, 2019 Page 5 of all portions of Group R3 and U occupancies as measured by an approved route around the exterior of the building. Noted, see response above. 3. Fire hydrants shall be in service prior to and during construction. Noted. Emen7ency Access Fire apparatus access roads shall comply with all requirements of Fire Access Policy 9g aQfi• htt ./Isouthkin fire. ar /DocumentGent—I/L4—,011 w124 Fire Sprinkler Sys An NFPA 13D fire sprinkler system will be required in the structure constructed on lot 4 due to lack of approved fire department access. Determination of requirements for residential fire sprinklers on remaining lots, if any, are made at the time of building permit application. Noted, Lot layout has been revised, which may warrant a rereview of this comment. If there are any questions or a need for further clarification, please feel free to contact me at (253) 838-6113 and I would be happy to discuss them with you. Sincerely, ESM CONSULTING ENGINEERS, LLC. grancdjonLoucks, P.E. Project Engineer \\esm8\engr\esm-jobs\2069\001 \019\document\1etter-001.docx STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Ken Spurrell, being first duly sworn on oath that he is the Legal Advertising Representative of the Federal Way Mirror a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington. The Federal Way Mirror has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Federal Way Mirror (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, (Ad 4857214) a: City Notices Published 1 time(s) beginning on 05/17/2019 and ending on 05/17/2019. The full amount of the fee c ed for said foregoing publication is the sum of $137.56. Ken Spurrell Legal Advertising Representative, Federal Way Mirror Subscribed and sworn to me this Allen F. Nen ec, Notary Public 17th daay.,q,A;a , 2019. F ' h r �(' t OTAR� Ito WA \N e -- Residing in Tacoma, Washington City of Federal Way, Community Dev Dept FWM857214 Federal Way NOTICE OF MASTER LAND USE APPLICATION Projecl Name: The Hills short Piet Project Description: Proposed short subdivision of one single-family lot into six single-family lots. Associated site improvements include stormwater tract and rlght•of-way connections. Subject prop- erty is zoned Single Famlly Residential (RS 15.0), Applicant: Ty Pandergraft, Verlstone Homes 4, LLC. 6725 116th Avenue NE. Suite 210, Kirkland. WA Project Location: Tax Parcel 4302104-9173 Date of Application: April 17, 2019 Date Determined Complete: May 9, 2019 Date of Notice of Application: May 17, 2019 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (file #19-101820.00- SU) issued by the Director of Community Develop - went pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include concurrency (rile 019- 10 182 1 -00- CN). Separate State Environmental Policy Act (SE - PA) checklist and Forest Practices Cie" IV- Gener- al Application will be submitted and reviewed at a later date. Environmental Documents: Geotechnical Engl- nearing Report, prepared by the Riley Group, Inc. (October 23. 2018). Preliminary Technical Infor- mation Report (TIR) prepared by Encompass Engi- neering & Surveying (April 9, 2019). and Tree In- ventory and Density Credit Analysis, prepared by 5hoftner Consulting ]November 6. 2O19). Development Regulations 10 Be Used for Project Miligalion: FWRC Title 16 "Surface Water Manage- ment,' Title I -Subdivisions; and Title 19.20ning and Development Code' Consistency with Applicable City Plans and Regulations. The project will be reviewed for con- sistency with all applicable codes and regulations, including the FWRC: 2016 King County Surface Water Design Manual as amended by the City of Federal Way; and Public Works Development Stan- dards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the short subdivision application to the Director of Commu- nity Development by .tune 3, 2019. Only persons who submit written documents to the director, or specifically request a copy of the original decision, may appeal the director's decision, Availability of File and Environmental Docu- ments: The official project file and referenced envi- ronmental documents are available for public re- view during normal business hours at the Community Development Department, 33325 8th Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Becky Chapin, 253- 835-2641, Becky.chapin@cityoffederalv►ay.com Published in the Federal Way Mirror on May 17, 2019.j9857214 ti t� CITY OF Federal �Vay COMMUNITY DEVELOPMENT DEPARTMENT 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 plannitig(c7cityoffederalway.co m www.cityoffederalwAy.com NOTICE OF APPLICATION SIGN INSTALLATION CERTIFICATE Project Name: 4 lu-�-1T1 ai Project File No: Project Address: — Pala � $?4 d J,! 7.3 Installed By:9AZ,"f Date of Installation: S Location of Installation: f? l' SGJ 5 SW F�J-L� S%— *Please forward pictures of the posted sign to the project's planner.* ZmAlt:t : - C b Ct I rn (D of f[ I W#t•+y CAM -piJCS•M1�1i.kS GIWIi piIS-iI FSEi-p1-6S-il�Yi-ki.FTTi~E1�liuEi�EmEiukf�i��Ei�k9�kl�kJ�Ei�k .. sr n- .. w .. .• n� wr rr• c+• n �• w n• .. .s w- a• +w• ae+ w> �_ e• •rw• +�• a .�• sr ..�. a. w. I hereby testify that the sign installed fully complies with the installation standards outlined in Federal Way Revised Code (FWRC) Title 19 `Zoning and Development Code' and that the sign will be maintained until a final decision is issued on the land use action and/or environmental threshold determination. I understand that failure to return this certificate within five days of posting may result in delays, notice of corrections, and re -mailings at the applicant's expense. Installer's are Insta c s .ignttl r S l7 Date Phone Bulletin 11036 -March 7, 2018 I'ugc 1 ul' 1 Uflandouts\Sign Installation Certificate ±�I. •yam � � ,�-� R i �i• •`# ySF ., .'. �� - •r _ •'-' ill10. .y �;`.�''�".f •�. �� 'cam � - a�• �'j� . , - -- � ac-�.,�! ti� r4 ,a . '�' ry� �. Alp i DEPARTMENT OF COMMUNIT), DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 CITY OF www.cifyoffederalway.com Federal Way DECLARATION OF DISTRIBUTION I, E. Tina Piety hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 0 Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document Was I] emailed ❑ mailed ❑ faxed and/or ❑ posted to or at each of the attached addresses on Ma 15 2019. Project Name The Hills Short Plat File Number(s) 19-101820-SU & 19-101821-CN Signature r - -�-Date Ma 15 2019 CITY OF Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: The Hills Short Plat Project Description: Proposed short subdivision of one single-family lot into six single-family lots. Associated site improvements include stormwater tract and right-of-way connections. Subject property is zoned Single Family Residential (RS 15.0). Applicant: Ty Pendergraft, Veristone Homes 4, LLC, 6725 116"' Avenue NE, Suite 210, Kirkland, WA Project Location: Tax Parcel 4302104-9173 Date of Application: April 17, 2019 Date Determined Complete: May 9, 2019 Date of Notice of Application: May 17, 2019 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (file # 19-101820-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30, Additional permits and/or approvals in conjunction with the short subdivision decision include concurrency (file 419-101821-00-CN), Separate State Environmental Policy Act (SEPA) checklist and Forest Practices Class IV- General Application will be submitted and reviewed at a later date. Environmental Documents: Geotechnical Engineering Report, prepared by the Riley Group, Inc. (October 23, 2018), Preliminary Technical Information Report (TIR) prepared by Encompass Engineering & Surveying (April 9, 2019), and Tree Inventory and Density Credit Analysis, prepared by Shoffner Consulting (November 6, 2018). Development Regulations to Be Used for Project Mitigation: FWRC Title 16 "Surface Water Management," Title 18 "Subdivisions," and Title 19 "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including the FWRC; 2016 King Coarnry Surface Water Design Manual as amended by the City of Federal Way; and Public Works Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the short subdivision application to the Director of Community Development by June 3, 2019. Only persons who submit written documents to the director, or specifically request a copy of the original decision, may appeal the director's decision. Availability of File and Environmental Documents: The official project file and referenced environmental documents are available for public review during normal business Fours at the Community Development Department, 33325 8"' Avenue South, 2"d Floor, Federal Way, WA 98003, Staff Contact: Senior Planner Becky Chapin, 253-835-2641, becky.chapin@cityoffederalway.com Printed in the Federal Way Mirror May 17, 2019. Tina Piety From: Ken Spurrell <legals@tacomadailyindex.com> Sent: Wednesday, May 15, 2019 2:33 PM To: Tina Piety Subject: Re: Legal Notice I was able to get it in for Fridays paper. thanks Ken Ken Spurrell Publisher Direct: 253-232-5219 internal: 15001 Fax: 253-627-2253 15 Oregon Ave, Suite 101, Tacoma, WA 98409 Im- Sound Publishing Man Print lutes Online Rates Media K't Sound In On Wed, May 15, 2019 at 2:15 PM Tina Piety alwa .comma wrote: Hello, I messed up and missed the deadline, would it be possible to publish the attached legal notice (The Hills Short Plan NOA, 19-101820-SU) in the Federal Way Mirror's Friday (5117l2019) issue. If yes, please furnish an affidavit of publication. This is for the Community Development account 83722477. Thank you, Tina E. Tina Piety, CAP, OM Administrative Assistant II c �e n� _ Federal Way 1 . A�� CITY OF - Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003-6325 253-835-7000; Fax 253-835-2609 www.citvoffederalway_.com DECLARATION OF DISTRIBUTION I 1,4,' P I( hereby declare, under penalty of perjury of the laws of the State of.Washington, that a: Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/orosted to or at each of the attached addresses on �l 2018. Project Name-fKP--ffi t 1JvreuryA-, File Number(s) c Signature Date K:\PLANNING INTERN\Declaration of Df iribution notices\Declaration of Distribution with Posting Sites.doc Posting Sites: Federal Way City Hall - 33325 8th Avenue Federal Way Regional Library - 34200 1 St Way South Federal Way 320th Branch Library - 848 South 320th Street KAPLANNING INTERN\Declaration of Distribution notices\Declaration of Distribution with Posting Sites.doc 1� CITY OF Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: The Hills Short Plat Project Description: Proposed short subdivision of one single-family lot into six single-family lots. Associated site improvements include stormwater tract and right-of-way connections. Subject property is zoned Single Family Residential (RS 15.0). Applicant: Ty Pendergraft, Veristone Homes 4, LLC, 6725 116d` Avenue NE, Suite 210, Kirkland, WA Project Location: Tax Parcel #302104-9173 Date of Application: April 17, 2019 Date Determined Complete: May 9, 2019 Date of Notice of Application: May 17, 2019 sW 38 PL VICINITY MAP LEN N A Q s' a � � w �S SW 366TH ST SW METH ST Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (file #19-101820-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include concurrency (file #19-101821-00-CN). Separate State Environmental Policy Act (SEPA) checklist and Forest Practices Class IV- General Application will be submitted and reviewed at a later date. Environmental Documents: Geotechnical Engineering Report, prepared by the Riley Group, Inc. (October 23, 2018), Preliminary Technical Information Report (TIR) prepared by Encompass Engineering & Surveying (April 9, 2019), and Tree Inventory and Density Credit Analysis, prepared by Shoffner Consulting (November 6, 2018). Development Regulations to Be Used for Project Mitigation: FWRC Title 16 "Surface Water Management," Title 18 "Subdivisions," and Title 19 "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, including the FWRC; 2016 King County Surface Water Design Manual as amended by the City of Federal Way; and Public Works Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the short subdivision application to the Director of Community Development by June 3, 2019. Only persons who submit written documents to the director, or specifically request a copy of the original decision, may appeal the director's decision. Availability of File and Environmental Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8d' Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Becky Chapin, 253-835-2641, becky.chapin@cityoffederalway.com Printed in the Federal Way Mirror May 17, 2019. CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: TO: FROM: FOR DRC MTG. ON. FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: ZONING DISTRICT. - PROJECT DESCRIPTION: LAND USE PERMITS: PROJECT CONTACT. MATERIALS SUBMITTED: April 24, 2019 Cole Elliott, Development Services Manager Greg Kirk, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Jennifer Wojciechowski, Federal Way School District Becky Chapin, Senior Planner May 9, 2019 - Internal Completeness Review/Comments 19-101820-00-SU 18-101619-00-PC The Hills Preliminary Shod Plat *NO SITE ADDRESS* Parcel # 302104 9173 RS 15.0 Subdivide single lot into (6) single family lots, ROW dedication, and one drainage tract. Short Subdivision Ty Pendergraft Veristone Homes 4, LLC 6725 116' Ave SE, Suite 210 Kirkland, WA 98033 typ@veristonecapital.com ■ Master Land Use Application • Geotechnical Report • Tree Inventory and Density Credit Analysis • Water & Sewer Availability ■ Student Walkway Assessment • Preliminary TIR • Open Space Fee -in -Lieu Request • Lot Closure Calcs • Title Report Preliminary Short Plat Drawing • Preliminary Engineering Plan **All files are available in Bluebeam, the Project ID is 610-483-420. I can show you how to join a "Project" if you need help. Note: This is not an electronic review.** YERI STO N E HOMES March 7, 2019 City of Federal Way Parks Department c/o John Hutton, Director 33325 8th Avenue South Federal Way, WA 98003 RE: Hills Preliminary Short plat Fee -in -Lieu of Open Space Request Dear Mr. Hutton, We are making application to subdivide our property, King County Parcel 302104-3173, into 6 single family lots. As a part of our application we would like to make a request to utilize the Fee -In -Lieu of Open Space provision of Federal Way Municipal Code. We understand the fee will be based upon the assessed value at the time of permit issuance. In our past projects the fee amount and payment timing will be noted on the Statement of Facts as a part of our preliminary short plat approval. Please let me know if you have any questions whatsoever. Sincerely, VERISTONE HOMES, LLC r Ty Pendergraft Vice President RECEIVE:!- APR 17 2919 CITY OF Ft0E—R-kI- p M . COMMUNITY DEVELO �E'p I Name: R.O.W. Description: DEDICATION North: 103866.3627' Segment #1 Line East: 1265760.0135' Course: S1.360561W (dms) Length: 61.17' North: 103805.2166' East: 1265758.3039' Segment #2 Line Course: S88.465376E (dms) Length: 634.79' North: 103791.7187' East: 1266392.9504' Segment #3 Line Course: N1.281939E (dms) Length: 44.00' North: 103835.7042' East: 1266394.0807' Segment #4 Line Course: N88.465376W (dms) Length: 11.53' North: 103835.9494' East: 1266382.5533' Segment #5 Curve Length: 14.34' Radius: 25.00' Delta: 032.513229 (dms) Tangent: 7.37' Chord: 14.14' Course: S74.472010W (dms) Course In: S1.130624W (dms) Course Out: N31.382605W (dms) RP North: 103810.9550' East: 1266382.0217' End North: 103832.2389' East: 1266368.9070' Segment 46 Curve Length: 14.34' Radius: 25.00' Delta: 032.513229 (dms) Tangent: 7.37' Chord: 14.14' Course: S74.472010W (dms) Course In: N31.382605W (dms) Course Out: S1.130624W (dms) RP North: 103853.5228' East: 1266355.7923' End North: 103828.5284' East: 1266355.2607' Segment #7 Line Course: N88.465376W (dms) Length: 144.38' North: 103831.5985' East: 1266210.9133' RECEIVED APR 1*7 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Segment #8 Line Course: N88.465376W (dms) Length: 231.83' North: 103836.5280' East: 1265979.1357' Segment #9 Line Course: N88.465376W (dms) Length: 194.71' North: 103840.6682' East: 1265784.4698' Segment #10 Curve Length: 39.44' Radius: 25.00' Delta: 090.225936 (dms) Tangent: 25.17' Chord: 35.47' Course: N43.352407W (dms) Course In: N1.130624E (dms) Course Out: N88.235439W (dms) RP North: 103865.6625' East: 1265785.0013' End North: 103866.3613' East: 1265760.0111' Perimeter: 1390.52' Area: 23187.85 Sq. Ft. Error Closure: 0.0028 Course: 559.440918W (dms) Error North:-0.00140 East:-0.00240 Precision 1: 496617.86 r I * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Name: Lot 1 Description: 15,404 S.F. (NET) North: 103831.5998' East: 1266210.9164' Segment #1 Line Course: N1.281939E (dms) Length: 75.43' North: 103907.0049' East: 1266212.8542' Segment #2 Line Course: N88.510876W (dms) Length: 231.66' North: 103911.6445' East: 1265981.2406' Segment #3 Line Course: S1.360561W (dms) Length: 75.15' North: 103836.5239' East: 1265979.1403' Segment #4 Line Course: 588.465376E (dms) Length: 231.83' North: 103831.5944' East: 1266210.9179' Perimeter: 614.08' Area: 17448.26 Sq. Ft. Error Closure: 0.0057 Course: 514.432029E (dms) Error North:-0.00549 East: 0.00144 Precision 1: 107731.58 ************************************************************************ Name: Lot 2 Description: 15,009 S.F. (NET) North: 103907.0096' East: 1266212.8543' Segment #1 Line Course: N1.281939E (dms) Length: 21.25' North: 103928.2525' East: 1266213.4002' Segment #2 Line Course: N1.281939E (dms) Length: 53.75' North: 103981.9848' East: 1266214.7810' Segment #3 Line Course: N88.510879W (dms) Length: 231.49' North: 103986.6209' East: 1265983.3374' Segment #4 Line Course: S1.360561W (dms) Length: 75.00' North: 103911.6502' East: 1265981.2413' Segment #5 Line Course: S88.510876E (dms) Length: 231.66' North: 103907.0107' East: 1266212.8548' Perimeter: 613.16' Area: 17368.28 Sq. Ft. Error Closure: 0.0012 Course: N24.270634E (dms) Error North: 0.00111 East: 0.00050 Precision 1: 510958.33 ************************************************************************ Name: Lot 3 Description: 15,303 S.F. (NET) North: 103986.6222' East: 1265983.3350' Segment #1 Line Course: 588.510879E (dms) Length: 231.49' North: 103981.9860' East: 1266214.7785' Segment #2 Line Course: N1.281939E (dms) Length: 45.00' North: 104026.9712' East: 1266215.9345' Segment #3 Line Course: N1.281939E (dms) Length: 32.00' North: 104058.9606' East: 1266216.7566' Segment #4 Line Course: N88.510871W (dms) Length: 231.32' North: 104063.5934' East: 1265985.4830' Segment #5 Line Course: S1.360561W (dms) Length: 77.00' North: 103986.6235' East: 1265983.3309' Perimeter: 616.81' Area: 17818.18 Sq. Ft. Error Closure: 0.0042 Course: N71.221251W (dms) Error North: 0.00135 East:-0.00401 Precision 1: 146859.52 ************************************************************************ Name: Lot 4 North: 104063.5944, Segment #1 Line East: 1265985.48711 Course: S88.510871E (dms) Length: 231.321 North: 104058.96161 East: 1266216.76071 Segment #2 Line Course: N1.281939E (dms) Length: 65.00' North: 104123.94011 East: 1266218.43051 Segment #3 Line Course: N88.510876W (dms) Length: 231.171 North: 104128.56991 East: 1265987.30691 Segment #4 Line Course: S1.360561W (dms) Length: 65.00' North: 104063.59521 East: 1265985.49021 Perimeter: 592.491 Area: 15030.99 Sq. Ft. Error Closure: 0.0032 Course: N74.094426E (dms) Error North: 0.00088 East: 0.00310 Precision 1: 185153.13 a ************************************************************************ Name: Lot 5 Description: 15,035 S.F. (NET) End North: 103828.5298' East: 1266355.2644' Segment 41 Curve Length: 14.34' Radius: 25.00' Delta: 032.513229 (dms) Tangent: 7.37' Chord: 14.14' Course: N74.472010E (dms) Course In: N1.130624E (dms) Course Out: 531.382605E (dms) RP North: 103853.5241' East: 1266355.7960' End North: 103832.2403' East: 1266368.9107' Segment #2 Curve Length: 14.34' Radius: 25.00' Delta: 032.513229 (dms) Tangent: 7.37' Chord: 14.14' Course: N74.472010E (dms) Course In: 531.382605E (dms) Course Out: N1.130624E (dms) RP North: 103810.9564' East: 1266382.0254' End North: 103835.9507' East: 1266382.5570' Segment #3 Line Course: 588.465376E (dms) Length: 11.53' North: 103835.7055' East: 1266394.0844' Segment #4 Line Course: N1.281939E (dms) Length: 88.92' North: 103924.5962' East: 1266396.3687' Segment #5 Line Course: N88.510876W (dms) Length: 183.00' North: 103928.2612' East: 1266213.4054' Segment #6 Line Course: 51.281939W (dms) Length: 21.25' North: 103907.0182' East: 1266212.8595' Segment #7 Line Course: 588.510876E (dms) Length: 0.00' North: 103907.0182' Segment #8 Line East: 1266212.8595' Course: N88.510876W (dms) Length: 0.00' North: 103907.0182' East: 1266212.8595' Segment #9 Line Course: S1.281939W (dms) Length: 75.43' North: 103831.6131' East: 1266210.9217' Segment #10 Line Course: S88.465376E (dms) Length: 144.38' North: 103828.5431' East: 1266355.2691' Perimeter: 553.20' Area: 17514.21 Sq. Ft. Error Closure: 0.0141 Course: N19.320529E (dms) Error North: 0.01331 East: 0.00472 Precision 1: 39233.33 ************************************************************************ Name: Lot 6 Description: 15,068 S.F. (NET) North: 104026.9719' East: 1266215.9371' Segment #1 Line Course: S1.281939W (dms) Length: 45.00' North: 103981.9867' East: 1266214.7810' Segment #2 Line Course: S88.510878E (dms) Length: 0.00' North: 103981.9867' East: 1266214.7810' Segment #3 Line Course: N88.510878W (dms) Length: 0.00' North: 103981.9867' East: 1266214.7810' Segment #4 Line Course: S1.281939W (dms) Length: 53.75' North: 103928.2545' East: 1266213.4002' Segment #5 Line Course: S88.510876E (dms) Length: 183.00' North: 103924.5894' East: 1266396.3635' Segment #6 Line Course: N1.281939E (dms) Length: 98.75' North: 104023.3069' East: 1266398.9004' Segment #7 Line Course: N88.510876W (dms) Length: 183.00' North: 104026.9719' East: 1266215.9371' Perimeter: 563.51' Area: 18070.80 Sq. Ft. Error Closure: 0.0000 Course: N90.000000E (dms) Error North: 0.00000 East: 0.00000 Precision 1: 563500000.00 ************************************************************************ Name: TRACT A Description: STORMWATER North: 104123.9415, East: 1266218.42901 Segment #1 Line Course: S1.281939W (dms) Length: 65.00' North: 104058.96291 East: 1266216.75921 Segment #2 Line Course: S1.281939W (dms) Length: 32.00' North: 104026.97351 East: 1266215.93711 Segment #3 Line Course: S88.510876E (dms) Length: 183.001 North: 104023.30851 East: 1266398.90041 Segment #4 Line Course: N1.281939E (dms) Length: 97.00' North: 104120.27641 East: 1266401.3923, Segment #5 Line Course: N88.510876W (dms) Length: 183.001 North: 104123.94151 East: 1266218.42901 Perimeter: 560.011 Area: 17751.29 Sq. Ft. Error Closure: 0.0000 Course: NO.000OOOE (dms) Error North: 0.00000 East: 0.00000 Precision 1: 560000000.00 s SHOFFF'NER CONSULTING 6741 NE 182ND ST. UNIT C401 KENMORE, WA 98028 MOBILE:(206)755-9407 EMAIL: TONY@TONYSHOFFNER.COM November 6th, 2018 Ty Pendergraft Veristone Homes 6725 116th Ave. NE Kirkland, WA 98033 RE: Tree Inventory and Density Credit Analysis - The Hills Addition. Ty: This report is provided to address the City of Federal Way's requirements for tree retention on developing properties in order to satisfy the required tree density credits. We met on the property last month to walk the property and to gather information on the trees in the proposed areas of tree retention on lots 1, 2, 3, 4, 5 and 6. Information on these trees is provided in the accompanying tree evaluation data spreadsheet. 1.0 Site Conditions The property measures 3.31 acres in size. It is heavily forested with native evergreen and deciduous species of trees including the following: Big leaf maple (Acer macrophyllum) Douglas fir (Pseudotsuga menziesil) Red alder (Alnus rubra) Western hemlock (Tsuga heterophylla) Western red cedar (Thuja plicata) Trees range in size from 4" to 50" dbh. By far, the most prevalent species on the property is big -leaf maple. The understory ranges from moderately sparse to moderately dense with a variety of evergreen and deciduous small trees, shrubs and forbs/ferns. In addition, English ivy has established in many areas on the site, including the areas of proposed tree retention, climbing up into many trees. The topography slopes downward to the east, dropping 40 feet to the eastern border. In general, the forest is in good condition and the trees are in good condition and health. I did note some smaller western red cedars that appeared to be stressed RECEIVED 1 APR 11 2019 CITY OF FEDERAL WAY COMMUNfTY DEVELor-; =k;- 2.0 Required and Proposed Tree Retention The City of Federal Way Revised Code (FWRC) specifies tree and vegetation retention standards in 19.120.130. In terms of tree retention, developing properties are required to retain or replace the required number of tree density credits based upon the land use designation of the property. This property's land use designation is SF residential zones requiring the retention or replacement of 25 tree density credits per acre. At 3.31 acres, this property development proposal is required to retain or replace a total of 82.75 tree density credits. Tree retention areas are proposed in the back portions of lots 1-6, each area along the eastern boundary of the lots. Combined, these areas contain 78 trees ranging in size from 6" to 40". The tree evaluation data spreadsheet provides a breakdown of the tree density credits provided through the retention of these trees. The 78 trees proposed to be retained provide a total of 154 tree density credits, satisfying the required 83 tree density credits. If the required number of density credits is not maintained, they can be provided through tree replacement in the following way: Re lacement Tree Size Density Credit Small canopy species 0.5 Medium canopy species 1.0 Large canopy species 1.5 3.0 Retained Tree Protection The FWRC provides required tree protection measures for all retained trees in 19.120.160 Tree and Vegetation Protection During Construction. Following are the required protection measures: (1) No clearing shall be allowed on a proposed development site until the tree retention and landscape plans have been approved by the city of Federal Way. (2) A no disturbance area shall be established for each tree to be protected. The no disturbance zone shall be equal to the critical root zone which is defined as 12 inches radius for every one inch of tree diameter measured at four and one-half feet above ground. Any other no disturbance area proposed by the applicant shall be determined by a qualified arborist and subject to review and approval by the director. (3) The no disturbance zone shall be identified during the construction stage with: (a) A temporary five-foot chain -link fence; and 2 (b) Tree protection signage attached to the fence which reads "TREE PROTECTION FENCE — No soil disturbance, parking, storage, dumping, or burning of materials is allowed within the Tree Protection Fence." (4) No soil disturbance, parking, storage, dumping, burning of materials, impervious surfaces, fill, excavation, or storage of construction materials shall be permitted within the no disturbance area. (5) If the grade level around the tree is to be raised by more than one foot, a rock well shall be constructed. The inside diameter of the rock well shall be equal to the diameter of the tree trunk plus 10 feet. Proper drainage, and irrigation if necessary, shall be provided in all rock wells. (6) The grade level shall not be lowered within the larger of the drip line of the tree(s) or the critical root zone of the tree(s). (7) No trenching is allowed in any critical tree root zone areas. (8) No installation of any impervious surfaces is allowed in critical root zones. Where road or sidewalk surfaces are needed within critical root zones, unmortared porous pavers or flagstone (rather than concrete or asphalt) may be used. Boardwalks or bridging may span root zones without harming the tree roots. (9) Tree protection areas (i.e., critical root zone) must be prepared to better withstand the stresses of the construction phase by, if necessary, fertilizing, pruning, and mulching around them well in advance of beginning any construction activities. (10) Alternative protection methods may be used if accepted by the director to provide equal or greater tree protection. (11) Encroachment into the no disturbance area may be allowed where the director determines encroachment would not be detrimental to the health of the tree. Maintaining the Critical Root Zone (CRZ) protection area along the boundaries of the tree retention areas in each lot may require setbacks into the lots for protection of the CRZs of trees along these borders. Following are the required CRZ setbacks for the nearest trees to the boundaries adjacent to areas of proposed development by lot and border, and size of tree (and distance of CRZ) nearest to that border: Lot 1 West: 7" - 7' CRZ South: 36" - 36' CRZ; 12" - 12' CRZ East: 12" - 12' CRZ; 7" - 7' CRZ; 24" - 24' CRZ 3 Lot 2 West: 8" - 8' CRZ; 11" - 11' CRZ North: 16" - 16' CRZ; 18" - 18' CRZ Lot 3 West: 25" - 25' CRZ; 12" - 12' CRZ South: 12" - 12' CRZ; 7" - 7' CRZ; 24" - 24' CRZ East: 20" - 20' CRZ; 24" - 24' CRZ Lot 4 West: 18" - 18' CRZ East: 8"- 8' CRZ; 17" 17' CRZ; 24" - 24' CRZ Lot 5 West: 46" - 46' CRZ; 40" - 40' CRZ South: 16" - 16' CRZ East: 20" - 20' CRZ Lot 6 West: 30" - 30' CRZ East: 36" - 36' CRZ; 16" - 16' CRZ; 15" - 15' CRZ; 32" - 32' CRZ; 28" - 28' CRZ By my observation of the survey, the development actions occurring along the specified boundaries will encroach into the required CRZs of all of the trees specified above and in some cases into the driplines of these trees. Once it is determined what those encroachments will entail, the extent of the related impacts upon the trees will be assessed to determine which trees can be retained and to specify measures to protect the trees through development of the lots. Some of the impacts may require removal of trees proposed to be retained while others may be minor enough to allow for continued retention. An additional concern is the creation of new edges along the western and eastern borders of the new tree retention areas, and to a lesser degree, along the southern borders of the retention areas in lots 1, 3 and 5. Trees along a new edge, particularly when the forest conditions are relatively dense, are suddenly exposed to new light and wind levels than those they developed in. This can result in increased stress levels. For instance, western red cedars that have developed in the shaded understory are particularly susceptible to elevated stress level when subject to increased levels of exposure along an edge. Losing the protective cover from winds increases the wind load stress on newly exposed trees during windstorms. Fortunately, the retained trees will be retained in rather large stands as opposed to small stands, row or scattered singles. I recommend the tree retention stands are reviewed and assessed following clearing of the development areas to identify any trees of concern that may pose a risk to the new development. IH 4.0 Use of This Report and Limitations This report is provided to Veristone Homes as a means of addressing the recent comment issued by the City of Federal Way to address the required tree retention on The Hills Addition plat. While Shoffner Consulting has used every means available to determine tree health and development impacts, trees are dynamic and their conditions can change rapidly given changes in environmental factors and site development, therefore this assessment pertains only for those noted on the day of their evaluation, and no guarantee can be made against damage caused by unforeseen development -related impacts. Natural decline and failure of trees is not predictable. Cordially, Tony Shoffner ISA Certified Arborist #PN-0909A, CTRA #1759 5 Veristone Capital THE HILLS ADDITION November 6th, 2018 TREE EVALUATION DATA Tree Number Lot Species DBH Rating Credit 1 1 BLM/Am 12 1 1.5 2 1 BLM/Am 7 1 1.5 3 1 BLM/Am 15 1 2 4 1 BLM/Am 8 1 1.5 5 1 BLM/Am 13 1 2 6 1 BLM/Am 13 1 2 7 1 BLM/Am 7 1 1.5 8 1 WRC/Tp 36 2 3.0 9 1 WRC/Tp 24 2 2.5 10 1 WRC/Tp 20 2 2.5 11 1 WRC/Tp '26 2 3.0 12 2 BLM/Am 8 1 1.5 13 2 BLM/Am 6 1 1.5 14 2 BLM/Am 10 1 1.5 15 2 BLM/Am 11 1 1.5 16 2 BLM/Am 6 1 1.5 17 2 BLM/Am 24 2 2.5 18 2 BLM/Am 8 1 1.5 19 2 BLM/Am 7 1 1.5 20 2 BLM/Am 8 1 1.5 21 2 BLM/Am 8 1 1.5 22 2 BLM/Am 11 1 1.5 23 2 BLM/Am 12 1 1.5 24 2 BLM/Am 8 1 1.5 25 2 WRC/TP 16 1 2 26 2 WRC/Tp 18 1 2 27 2 WRC/Tp 20 2 2.5 28 3 BLM/Am 12 1 1.5 29 3 BLM/Am 13 1 2 30 3 BLM/Am 9 1 1.5 31 3 BLM/Am 7 1 1.5 32 3 BLM/Am 8 1 1.5 33 3 BLM/Am 12 1 1.5 34 3 BLM/Am 20 2 2.5 35 3 BLM/Am 7 1 1.5 36 3 BLM/Am 6 1 1.5 37 3 BLM/Am 6 1 1.5 38 3 BLM/Am 6 1 1.5 39 3 BLM/Am 6 1 1.5 40 3 BLM/Am 8 1 1.5 41 3 BLM/Am 10 1 1.5 42 3 BLM/Am 12 1 1.5 43 3 BLM/Am 12 1 1.5 44 3 BLM/Am 8 1 1.5 Tree Number Lot Species DBH Rating Credit 45 3 BLM/Am 25 2 3.0 46 3 BLM/Am 12 1 1.5 47 3 BLM/Am 7 1 1.5 48 3 BLM/Am 12 1 1.5 49 3 WRC/Tp 18 1 2 50 3 WRC/Tp 24 2 2.5 51 3 WH/Th 14 1 1.5 52 3 DF/Pm 22 2 2.5 53 3 DF/Pm 22 2 2.5 54 4 BLM/Am 24 2 2.5 55 4 BLM/Am 16 1 2 56 4 BLM/Am 24 2 2.5 57 4 BLM/Am 12 1 1.5 58 4 BLM/Am 14 1 2 59 4 BLM/Am 16 1 2 60 4 BLM/Am 18 1 2 61 4 BLM/Am 7 1 1.5 62 4 WRC/Tp 8 1 1.5 63 4 WRC/Tp 17 1 2 64 4 WRC/Tp 27 2 3.0 65 4 WRC/Tp 24 2 2.5 66 5 BLM/Am 6 1 1.5 67 5 BLM/Am 16 1 2 68 5 BLM/Am 20 2 2.5 69 5 BLM/Am 28 2 3.0 70 5 WRC/Tp 15 1 2 71 5 WRC/Tp 22 2 2.5 72 5 WRC/Tp 28 2 3.0 73 5 DF/Pm 40 2 3.0 74 6 BLM/Am 16 1 2 75 6 BLM/Am 30 2 3.0 76 6 WRC/Tp 28 2 3.0 77 6 WRC/Tp 32 2 3.0 78 6 WRC/Tp 36 2 3.0 Tree Number - Tree tally number Lot - Lot tree is located in. Species - BLM/Am - Bigleaf maple (Acer macrophyllum) DF/Pm - Douglas fir (Pseudotsuga menziesii) WH/Th - Western hemlock (Tsuga heterophylla) WRC/Tp - Western red cedar (Thuja plicate) Dbh - Trunk diameter at 54" 154 Rating - Tree Condition Health Rating (1-Excellent; 2-Good condition, or excellent but older; 3-Fair, some defects; 4-Poor condition Credit - Tree Density Credit as specified by City of Federal Way 2 mom I LM RILEYGROUP GEOTECHNICAL ENGINEERING REPORT PREPARED BY: THE RILEY GROUP, INC. 17522 BOTHELL WAY NORTHEAST BOTHELL, WASHINGTON 98011 PREPARED FOR: VERISTONE CAPITAL 6725 116TH AVENUE NORTHEAST, SUITE 201 KIRKLAND, WASHINGTON 98033 J RGI PROJECT No. 2018-203 JTHE HILLS PLAT SOUTHWEST 365TH STREET EAST OF 6TH AVENUE SOUTHWEST FEDERAL WAY, WASHINGTON OCTOBER 23, 2018 Corporate Office 17522 Bothell Way Northeast Bothell, Washington 98011 Phone 425.415.0551 + Fax 425.415.0311 www.riley-group.com now I LW RILEYGROl1P October 23, 2018 Ty Pendergraft Veristone Capital 6725 116th Avenue Northeast, Suite 201 Kirkland, Washington 98033 Subject: Geotechnical Engineering Report The Hills Plat Southwest 365th Street east of 6th Avenue Southwest Federal Way, Washington RGI Project No. 2018-203 Dear Mr. Pendergraft: As requested, The Riley Group, Inc. (RGI) has performed a Geotechnical Engineering Report (GER) for The Hills Plat located at Southwest 365th Street east of 6th Avenue Southwest, Federal Way, Washington. Our services were completed in accordance with our proposal PRP2018-325 dated September 13, 2018 and authorized by you on September 13, 2018. The information in this GER is based on our understanding of the proposed construction, and the soil and groundwater conditions encountered in the test pits completed by RGI at the site on September 24, 2018. RGI recommends that you submit the project plans and specifications to RGI for a general review so that we may confirm that the recommendations in this GER are interpreted and implemented properly in the construction documents. RGI also recommends that a representative of our firm be present on site during portions of the project construction to confirm that the soil and groundwater conditions are consistent with those that form the basis for the engineering recommendations in this GER. if you have any questions or require additional information, please contact us. Respectfully submitted, THE RILEY GROUP, INC. Eric L. Woods, LG Project Geologist �E VAS 0 +" 2 AD/z3/48 Kristina M. Weller, PE Principal Geotechnical Engineer corporate Office 17522 Bothell Way Northeast Bothell, Washington 98011 Phone 425.415.0551 4 Fax 425.415.0311 www.riley-group.com Geotechnical Engineering Report October 23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 TABLE OF CONTENTS 1.0 INTRODUCTION...............................................................................................................................1 2.0 PROJECT DESCRIPTION....................................................................................................................1 3.0 FIELD EXPLORATION AND LABORATORY TESTING...........................................................................1 3.1 FIELD EXPLORATION...................................................................................................................................1 3.2 LABORATORY TESTING................................................................................................................................ 2 4.0 SITE CONDITIONS............................................................................................................................2 4.1 SURFACE..................................................................................................................................................2 4.2 GEOLOGY.................................................................................................................................................2 4.3 SOILS.......................................................................................................................................................3 4.4 GROUNDWATER........................................................................................................................................3 4.5 SEISMIC CONSIDERATIONS...........................................................................................................................3 4.6 GEOLOGIC HAZARD AREAS..........................................................................................................................4 5.0 DISCUSSION AND RECOMMENDATIONS.........................................................................................4 5.1 GEOTECHNICAL CONSIDERATIONS................................................................................................................. 4 5.2 EARTHWORK.............................................................................................................................................4 5.2.1 Erosion and Sediment Control.....................................................................................................4 5.2.2 Stripping............................................................................................ _................................5 5.2.3 Excavations................................................................................................. .............................6 5.2.4 Site Preparation...........................................................................................................................6 5.2.5 Structural Fill................................................................................................................................7 5.2.6 Cut and Fill Slopes........................................................................................................................9 5.2.7 Wet Weather Construction Considerations.................................................................................9 5.3 FOUNDATIONS..........................................................................................................................................9 5.4 RETAINING WALLS........ ........................................................................................................................10 5.5 SLAB -ON -GRADE CONSTRUCTION............................................................................................................... 11 5.6 DRAINAGE..............................................................................................................................................11 5.6.1 Surface...........................................................................................................................I..........11 5.6.2 Subsurface..................................................................................................................................12 5.6.3 Infiltration..................................................................................................................................12 5.7 UTILITIES................................................................................................................................................12 5.8 PAVEMENTS............................................................................................................................................12 6.0 ADDITIONAL SERVICES..................................................................................................................13 7.0 LIMITATIONS.................................................................................................................................13 LIST OF FIGURES AND APPENDICES Figure1......................................................................................................................Site Vicinity Map Figure 2............................................................................................... Geotechnical Exploration Plan Figure 3................................................................................,...............Retaining Wall Drainage Detail Figure4..................................................................................................Typical Footing Drain Detail Appendix A.......................................................................... Field Exploration and Laboratory Testing IBM 1kw RILEYRROUP Geotechnical Engineering Report ii October23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 Executive Summary This Executive Summary should be used in conjunction with the entire Geotechnical Engineering Report (GER) for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the GER must be read in its entirety for a comprehensive understanding of the items contained herein. Section 7.0 should be read for an understanding of limitations. RGI's geotechnical scope of work included the advancement of six test pits to approximate depths of 5 to 7.5 feet below existing site grades. Based on the information obtained from our subsurface exploration, the site is suitable for development of the proposed project. The following geotechnical considerations were identified: Soil Conditions: The soils encountered during field exploration include loose to dense silty gravelly sand over very dense glacial till. Groundwater: No groundwater seepage was encountered during our subsurface exploration. Foundations: Foundations for the proposed building may be supported on conventional spread footings bearing on medium dense to very dense native soil or structural fill. Slab -on -grade: Slab -on -grade floors and slabs for the proposed building can be supported on medium dense to dense native soil or structural fill. Pavements: The following pavement sections are recommended: ➢ For heavy truck traffic areas: 3 inches of Hot Mix Asphalt (HMA) over 6 inches of crushed rock base (CRB) ➢ For general parking areas: 2 inches of HMA over 4 inches of CRB ➢ For concrete pavement areas: 5 inches of concrete over 4 inches of CRB ■IM I ■W RILEYGROUP Geotechnical Engineering Report 1 October23, 2018 The Hills Plat Federal Way, Washington RGI Project No. 2018-203 1.0 Introduction This Geotechnical Engineering Report (GER) presents the results of the geotechnical engineering services provided for The Hills Plat in Federal Way, Washington. The purpose of this evaluation is to assess subsurface conditions and provide geotechnical recommendations for the construction of a six lot residential plat. Our scope of services included field explorations, laboratory testing, engineering analyses, and preparation of this GER. The recommendations in the following sections of this GER are based upon our current understanding of the proposed site development as outlined below. If actual features vary or changes are made, RGI should review them in order to modify our recommendations as required. In addition, RGI requests to review the site grading plan, final design drawings and specifications when available to verify that our project understanding is correct and that our recommendations have been properly interpreted and incorporated into the project design and construction. 2.0 Project description The project site is located at Southwest 365th Street east of 6th Avenue Southwest in Federal Way, Washington. The approximate location of the site is shown on Figure 1. The existing site is an undeveloped forested parcel. It is proposed to develop the approximately 3.3 acre parcel with a six lot residential plat with associated roadways, underground utilities, and a stormwater detention facility. At the time of preparing this GER, building plans were not available for our review. Based on our experience with similar construction, RGI anticipates that the proposed building will be supported on perimeter walls with bearing loads of two to six kips per linear foot, and a series of columns with a maximum load up to 30 kips. Slab -on -grade floor loading of 250 pounds per square foot (psf) are expected. 3.0 Field Exploration and Laboratory Testing 3.1 FIELD EXPLORATION On September 24, 2018, RGI observed the excavation of six test pits. The approximate exploration locations are shown on Figure 2. Field logs of each exploration were prepared by the geologist that continuously observed the excavation. These logs included visual classifications of the materials encountered during excavation as well as our interpretation of the subsurface conditions between samples. The test pit logs included in Appendix A represent an interpretation of the field ■1M ■M RILEYNDUP Geotechnical Engineering Report 2 October 23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 logs and include modifications based on laboratory observation and analysis of the samples. 3.2 LABORATORY TESTING During the field exploration, a representative portion of each recovered sample was sealed in containers and transported to our laboratory for further visual and laboratory examination. Selected samples retrieved from the test pits and hand auger were tested for moisture content and grain size analysis to aid in soil classification and provide input for the recommendations provided in this GER. The results and descriptions of the laboratory tests are enclosed in Appendix A. 4.0 Site Conditions 4.1 SURFACE The subject site is an irregular -shaped parcel of land approximately 3.31 acres in size. The site is bound to the north by residential properties, to the east by a residential development currently under construction, to the south by residential properties, and to the west by residential properties and 6th Avenue Southwest. An undeveloped alignment of Southwest 365th Street extends east from 6th Avenue Southwest through the property along the entire south property line. The existing site is an undeveloped forested parcel. The site slopes generally east with a total elevation change of approximately 54 feet in elevation across the site. The topography consists of an upper and lower bench area with gradients less than 10 percent, separated by a slope that descends east at gradients of about 15 to 20 percent. Site vegetation is small- to large -diameter trees with an understory of ferns and mixed brush. 4.2 GEOLOGY Review of the Geologic Map of the Poverty Bay 7.5' Quadrangle, King and Pierce Counties, Washington, by D. B. Booth, etc. (2004) indicates that the soil in the western portion of the site is mapped as Till (Qvt), which is a compact mixture of silt, sand, and gravel deposited by glacial ice. The eastern portion of the site is mapped as Ice -contact Deposits (Qvi) which is stratified sand and gravel with lenses and pods of till, deposited over glacial ice during recession. These descriptions are generally similar to the findings in our field explorations, although little stratification was observed and very dense till was encountered at each location at a relatively shallow depth. f t LW RII.EYPiRAUP Geotechnical Engineering Report 3 October23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 4.3 SOILS J The soils encountered during field exploration include loose to dense silty gravelly sand over very dense glacial till. t More detailed descriptions of the subsurface conditions encountered are presented in the test pits logs included in Appendix A. Sieve analysis was performed on three selected soil samples. Grain size distribution curves are included in Appendix A. 4.4 GROUNDWATER No groundwater seepage was encountered during our subsurface exploration. No surface water was encountered. It should be recognized that fluctuations of the groundwater table will occur due to seasonal variations in the amount of rainfall, runoff, and other factors not evident at the time the explorations were performed. In addition, perched water can develop within seams and layers contained in fill soils or higher permeability soils overlying less I permeable soils following periods of heavy or prolonged precipitation. Therefore, groundwater levels during construction or at other times in the future may be higher or lower than the levels indicated on the logs. 4.5 SEISMIC CONSIDERATIONS Based on the 2015 International Building Code (IBC), RGI recommends the follow seismic parameters for design. Table 12012/2015 IBC Parameter Value — Site Soil Class' CZ Site Latitude 47.28511°N l Site Longitude 122.34266°W - ; Short Period Spectral Response Acceleration, Ss (g) 1.287 1-Second Period Spectral Response Acceleration, Sl (g) 0.496 Adjusted Short Period Spectral Response Acceleration, SMs (g) 1.287 I Adjusted 1-Second Period Spectral Response Acceleration, SM1(g) 0.746 - 1. Note: In general accordance with Chapter 20 of ASCE 7-10. The Site Class is based on the average characteristics of the upper 100 feet of the subsurface profile. 2. Note: The 2015 IBC and ASCE 7-10 require a site soil profile determination extending to a depth of 100 feet for seismic site classification. The current scope of our services does not include the required 100 foot soil profile determination. Test pits extended to a maximum depth of 7.5 feet, and this seismic site class definition considers that very dense soil continues below the maximum depth of the subsurface exploration. Additional exploration to deeper depths would be required to confirm the conditions below the current depth of exploration. ■W i RILEYGROUP Geotechnical Engineering Report 4 Octoher23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. RGI reviewed the results of the field and laboratory testing and assessed the potential for liquefaction of the site's soil during an earthquake. Since the site is underlain by glacial till, RGI considers that the possibility of liquefaction during an earthquake is minimal. 4.6 GEOLOGIC HAZARD AREAS Regulated geologically hazardous areas include erosion, landslide, earthquake, or other geological hazards. Based on the definitions in Section 19.05.070 in the Federal Way Municipal Code, a portion of the site meets the criteria for erosion hazard areas. Provided an erosion and sediment control plan is implemented as described in Section 5.2.1 of this report, erosion will not significantly impact the site or neighboring properties. 5.0 Discussion and Recommendations 5.1 GEOTECHNICAL CONSIDERATIONS Based on our study, the site is suitable for the proposed construction from a geotechnical standpoint. Foundations for the proposed building can be supported on conventional spread footings bearing on medium dense to very dense native soil or structural fill. Slab - on -grade floors and pavements can be similarly supported. Detailed recommendations regarding the above issues and other geotechnical design considerations are provided in the following sections. These recommendations should be incorporated into the final design drawings and construction specifications. 5.2 EARTHWORK Earthwork will include stripping the site, grading the roadway and lot areas, excavating the detention facilities, installing utilities, and excavating foundation footings. 5.2.1 EROSION AND SEDIMENT CONTROL Potential sources or causes of erosion and sedimentation depend on construction methods, slope length and gradient, amount of soil exposed and/or disturbed, soil type, construction sequencing and weather. The impacts on erosion -prone areas can be reduced by implementing an erosion and sedimentation control plan. The plan should be designed in accordance with applicable city and/or county standards. now I ®® RILEYGROUP Geotechnical Engineering Report 5 October23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 RGI recommends the following erosion control Best Management Practices (BMPs): ➢ Scheduling site preparation and grading for the drier summer and early fall months and undertaking activities that expose soil during periods of little or no rainfall ➢ Retaining existing vegetation whenever feasible ➢ Establishing a quarry spall construction entrance ➢ Installing siltation control fencing or anchored straw or coir wattles on the downhill side of work areas ➢ Covering soil stockpiles with anchored plastic sheeting ➢ Revegetating or mulching exposed soils with a minimum 3-inch thickness of straw if surfaces will be left undisturbed for more than one day during wet weather or one week in dry weather ➢ Directing runoff away from exposed soils and slopes ➢ Minimizing the length and steepness of slopes with exposed soils and cover excavation surfaces with anchored plastic sheeting (Graded and disturbed slopes should be tracked in place with the equipment running perpendicular to the slope contours so that the track marks provide a texture to help resist erosion and channeling. Some sloughing and raveling of slopes with exposed or disturbed soil should be expected.) ➢ Decreasing runoff velocities with check dams, straw bales or coir wattles ➢ Confining sediment to the project site ➢ Inspecting and maintaining erosion and sediment control measures frequently (The contractor should be aware that inspection and maintenance of erosion control BMPs is critical toward their satisfactory performance. Repair and/or replacement of dysfunctional erosion control elements should be anticipated.) Permanent erosion protection should be provided by reestablishing vegetation using hydroseeding and/or landscape planting. Until the permanent erosion protection is established, site monitoring should be performed by qualified personnel to evaluate the effectiveness of the erosion control measures. Provisions for modifications to the erosion control system based on monitoring observations should be included in the erosion and sedimentation control plan. 5.2.2 STRIPPING Stripping efforts should include removal of pavements, vegetation, organic materials, and deleterious debris from areas slated for building, pavement, and utility construction. The test pits encountered 6 to 8 inches of topsoil and rootmass. Deeper areas of stripping may be required in forested or heavily vegetated areas of the site. ■BM I ■M RILEYGROUP Geotechnical Engineering Report 6 The Hills Plat Federal Way, Washington 5.2.3 ExcAvATIONs October23, 2018 RGI Project No. 2018-203 All temporary cut slopes associated with the site and utility excavations should be adequately inclined to prevent sloughing and collapse. The site soils consist of loose to dense silty gravelly sand over very dense glacial till. Accordingly, for excavations more than 4 feet but less than 20 feet in depth, the temporary side slopes should be laid back with a minimum slope inclination of 1H:1V (Horizontal:Vertical). If there is insufficient room to complete the excavations in this manner, or excavations greater than 20 feet in depth are planned, using temporary shoring to support the excavations should be considered. For open cuts at the site, RGI recommends: ➢ No traffic, construction equipment, stockpiles or building supplies are allowed at the top of cut slopes within a distance of at least five feet from the top of the cut ➢ Exposed soil along the slope is protected from surface erosion using waterproof tarps and/or plastic sheeting ➢ Construction activities are scheduled so that the length of time the temporary cut is left open is minimized ➢ Surface water is diverted away from the excavation ➢ The general condition of slopes should be observed periodically by a geotechnical engineer to confirm adequate stability and erosion control measures In all cases, however, appropriate inclinations will depend on the actual soil and groundwater conditions encountered during earthwork. Ultimately, the site contractor must be responsible for maintaining safe excavation slopes that comply with applicable OSHA or WISHA guidelines. 5.2.4 SITE PREPARATION RGI anticipates that some areas of loose or soft soil will be exposed upon completion of stripping and grubbing. Proofrolling and subgrade verification should be considered an essential step in site preparation. After stripping, grubbing, and prior to placement of structural fill, RGI recommends proofrolling building and pavement subgrades and areas to receive structural fill. These areas should moisture conditioned and compacted to a firm and unyielding condition in order to achieve a minimum compaction level of 95 percent of the modified proctor maximum dry density as determined by the American Society of Testing and Materials D1557-09 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (ASTM D1557). Proofrolling and adequate subgrade compaction can only be achieved when the soils are within approximately ± 2 percent moisture content of the optimum moisture content. Soils which appear firm after stripping and grubbing may be proofrolled with a heavy compactor, loaded double -axle dump truck, or other heavy equipment under the 2 t ■W RILEYGROUP Geotechnical Engineering Report 7 October 23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 observation of an RGI representative. This observer will assess the subgrade conditions prior to filling. The need for or advisability of proofrolling due to soil moisture conditions should be determined at the time of construction. In wet areas it may be necessary to hand probe the exposed subgrades in lieu of proofrolling with mechanical equipment. If fill is placed in areas of the site where existing slopes are steeper than 5:1 (Horizontal:Vertical), the area should be benched to reduce the potential for slippage between existing slopes and fills. Benches should be wide enough to accommodate compaction and earth moving equipment, and to allow placement of horizontal lifts of fill. Subgrade soils that become disturbed due to elevated moisture conditions should be overexcavated to reveal firm, non -yielding, non -organic soils and backfilled with compacted structural fill. In order to maximize utilization of site soils as structural fill, RGI recommends that the earthwork portion of this project be completed during extended periods of warm and dry weather if possible. If earthwork is completed during the wet season (typically November through May) it will be necessary to take extra precautionary measures to protect subgrade soils. Wet season earthwork will require additional mitigative measures beyond that which would be expected during the drier summer and fall months. 5.2.5 STRUCTURAL FILL Once stripping, clearing and other preparing operations are complete, cuts and fills can be made to establish desired building grades. Prior to placing fill, RGI recommends proof - rolling as described above. RGI recommends fill below the foundation and floor slab, behind retaining walls, and below pavement and hardscape surfaces be placed in accordance with the following recommendations for structural fill. The structural fill should be placed after completion of site preparation procedures as described above. The suitability of excavated site soils and import soils for compacted structural fill use will depend on the gradation and moisture content of the soil when it is placed. As the amount of fines (that portion passing the U.S. No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. Soils containing more than about 5 percent fines cannot be consistently compacted to a dense, non -yielding condition when the moisture content is more than 2 percent above or below optimum. Optimum moisture content is that moisture that results in the greatest compacted dry density with a specified compactive effort. Non -organic site soils are only considered suitable for structural fill provided that their moisture content is within about two percent of the optimum moisture level as determined by ASTM D1557. Excavated site soils may not be suitable for re -use as structural fill depending on the moisture content and weather conditions at the time of construction. If soils are stockpiled for future reuse and wet weather is anticipated, the ■ow LM RILEYBROUP Geotechnical Engineering Report 8 October 23, 2018 The Hills Plat Federal Way, Washington RGI Project No. 2018-203 stockpile should be protected with plastic sheeting that is securely anchored. Even during dry weather, moisture conditioning (such as, windrowing and drying) of site soils to be reused as structural fill may be required. Even during the summer, delays in grading can occur due to excessively high moisture conditions of the soils or due to precipitation. If wet weather occurs, the upper wetted portion of the site soils may need to be scarified and allowed to dry prior to further earthwork, or may need to be wasted from the site. The site soils are moisture sensitive and may require moisture conditioning prior to use as structural fill. If on -site soils are or become unusable, it may become necessary to import clean, granular soils to complete site work that meet the grading requirements listed in Table 2 to be used as structural fill. Table 2 Structural Fill Gradation U.S. Sieve Size 4 inches No. 4 sieve No. 200 sieve *Based on minus 3/4 inch fraction. Percent Passing 100 22 to 100 0to5* Prior to use, an RGI representative should observe and test all materials imported to the site for use as structural fill., Structural fill materials should be placed in uniform loose layers not exceeding 12 inches and compacted as specified in Table 3. The soil's maximum density and optimum moisture should be determined by ASTM D1557. Table 3 Structural Fill Compaction ASTM D1557 Minimum Location Material Type Compaction Moisture Content Percentage Range Foundations On -site granular or approved 95 +2 -2 imported fill soils: _ I. Retaining Wall Backfill On -site granular or approved 92 +2 _2 imported fill soils: On -site granular or approved Slab -on -grade 95 +2 -2 imported fill soils: - General Fill (non- On -site soils or approved structural areas) imported fill soils: 90 +3 -2 Pavement — Subgrade On -site granular or approved and Base Course imported fill soils: 95 +2 I 2 ■ow I ■M RILEYGROUP Geotechnical Engineering Report 9 October 23, 2018 The Hills Plat Federal Way, Washington RGI Project No. 2018-203 Placement and compaction of structural fill should be observed by RGI. A representative number of in -place density tests should be performed as the fill is being placed to confirm that the recommended level of compaction is achieved. 5.2.6 CUT AND FILL SLOPES All permanent cut and fill slopes (except interior slopes of detention pond) should be graded with a finished inclination no greater than 2H:1V. The interior slopes of the detention pond must be graded with a slope gradient no steeper than 3H:1V. Upon completion of construction, the slope face should be trackwalked, compacted and vegetated, or provided with other physical means to guard against erosion. All fill placed for slope construction should meet the structural fill requirements as described in Section 5.2.5. Final grades at the top of the slopes must promote surface drainage away from the slope crest. Water must not be allowed to flow in an uncontrolled fashion over the slope face. If it is necessary to direct surface runoff towards the slope, it should be controlled at the top of the slope, piped in a closed conduit installed on the slope face, and taken to an appropriate point of discharge beyond the toe of the slope. 5.2.7 WET WEATHER CONSTRUCTION CONSIDERATIONS RGI recommends that preparation for site grading and construction include procedures intended to drain ponded water, control surface water runoff, and to collect shallow subsurface seepage zones in excavations where encountered. It will not be possible to successfully compact the subgrade or utilize on -site soils as structural fill if accumulated water is not drained prior to grading or if drainage is not controlled during construction. Attempting to grade the site without adequate drainage control measures will reduce the amount of on -site soil effectively available for use, increase the amount of select import fill materials required, and ultimately increase the cost of the earthwork phases of the project. Free water should not be allowed to pond on the subgrade soils. RGI anticipates that the use of berms and shallow drainage ditches, with sumps and pumps in utility trenches, will be required for surface water control during wet weather and/or wet site conditions. 5.3 FOUNDATIONS Following site preparation and grading, the proposed building foundations can be supported on conventional spread footings bearing on dense native soil or structural fill. Loose, organic, or other unsuitable soils may be encountered in the proposed building footprints. If unsuitable soils are encountered, they should be overexcavated and backfilled with structural fill. now I ■i RII_EYGRI1111' Geotechnical Engineering Report 10 October 23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 Perimeter foundations exposed to weather should be at a minimum depth of 18 inches below final exterior grades. Interior foundations can be constructed at any convenient depth below the floor slab. Finished grade is defined as the lowest adjacent grade within 5 feet of the foundation for perimeter (or exterior) footings and finished floor level for interior footings. Table 4 Foundation Design Design Parameter Value Allowable Bearing Capacity 2,500 psfl Friction Coefficient 0.30 Passive pressure (equivalent fluid pressure) 250 pcf2 Columns: 24 inches Minimum foundation dimensions Walls: 16 inches 1. psf = pounds per square foot 2. pcf = pounds per cubic foot The allowable foundation bearing pressures apply to dead loads plus design live load conditions. For short-term loads, such as wind and seismic, a 1/3 increase in this allowable capacity may be used. At perimeter locations, RGI recommends not including the upper 12 inches of soil in the computation of passive pressures because they can be affected by weather or disturbed by future grading activity. The passive pressure value assumes the foundation will be constructed neat against competent soil or backfilled with structural fill as described in Section 5.2.5. The recommended base friction and passive resistance value includes a safety factor of about 1.5. With spread footing foundations designed in accordance with the recommendations in this section, maximum total and differential post -construction settlements of 1 inch and 1/2 inch, respectively, should be expected. 5.4 RETAINING WALLS If retaining walls are needed for the proposed residences or for wall in the detention area, RGI recommends cast -in -place concrete walls be used. If retaining walls are necessary for grade changes outside of the building areas, modular block wall can be used. The magnitude of earth pressure development on retaining walls will partly depend on the quality of the wall backfill. RGI recommends placing and compacting wall backfill as structural fill. Wall drainage will be needed behind the wall face. A typical retaining wall drainage detail is shown in Figure 3. ■ o w I ■M RIi.FUROUP Geotechnical Engineering Report 11 October23, 2018 The Hills Plot Federal Way, Washington RGI Project No. 2018-203 With wall backfill placed and compacted as recommended, and drainage properly installed, RGI recommends using the values in the following table for design. Table 5 Retaining Wall Design Design Parameter Value Allowable Bearing Capacity Active Earth Pressure (unrestrained walls) 2,500 psf 35 pcf At -rest Earth Pressure (restrained walls) 50 pcf For seismic design, an additional uniform load of 7 times the wall height (H) for unrestrained walls and 14H in psf for restrained walls should be applied to the wall surface. Friction at the base of foundations and passive earth pressure will provide resistance to these lateral loads. Values for these parameters are provided in Section 5.3. 5.5 SLAB -ON -GRADE CONSTRUCTION Once site preparation has been completed as described in Section 5.2, suitable support for slab -on -grade construction should be provided. RGI recommends that the concrete j slab be placed on top of medium dense native soil or structural fill. Immediately below J the floor slab, RGI recommends placing a four -inch thick capillary break layer of clean, free -draining sand or gravel that has less than five percent passing the U.S. No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, an 8- to 10-millimeter thick plastic membrane should be placed on a 4-inch thick layer of clean gravel. J For the anticipated floor slab loading, we estimate post -construction floor settlements of 1/4- to 1/2-inch. For thickness design of the slab subjected to point loading from storage racks and fork lift vehicle traffic, RGI recommends using a subgrade modulus (Ks) of 150 pounds per square inch per inch of deflection. 5.6 DRAINAGE 5.6.1 SURFACE Final exterior grades should promote free and positive drainage away from the building area. Water must not be allowed to pond or collect adjacent to foundations or within the immediate building area. For non -pavement locations, RGI recommends providing a minimum drainage gradient of 3 percent for a minimum distance of 10 feet from the building perimeter. In paved locations, a minimum gradient of 1 percent should be ■om I ■M RILEYGRGLIP Geotechnical Engineering Report 12 October23, 2018 The Hills Plat Federal Way, Washington RGI Project No. 2018-203 provided unless provisions are included for collection and disposal of surface water adjacent to the structure. 5.6.2 SUBSURFACE RGI recommends installing perimeter foundation drains. A typical footing drain detail is shown on Figure 4. The foundation drains and roof downspouts should be tightlined separately to an approved discharge facility. Subsurface drains must be laid with a gradient sufficient to promote positive flow to a controlled point of approved discharge. 5.6.3 INFILTRATION The site is underlain by relatively impermeable glacial till, making infiltration of stormwater not feasible at the site. A stormwater detention facility is proposed at the site. 5.7 UTILITIES Utility pipes should be bedded and backfilled in accordance with American Public Works Association (APWA) specifications. For site utilities located within the right-of-ways, bedding and backfill should be completed in accordance with City of Federal Way specifications. At a minimum, trench backfill should be placed and compacted as structural fill, as described in Section 5.2.5. Where utilities occur below unimproved areas, the degree of compaction can be reduced to a minimum of 90 percent of the soil's maximum density as determined by the referenced ASTM D1557. As noted, soils excavated on site will be suitable for use as backfill material. If site soils become over - optimum, imported structural fill meeting the gradation provided in Table 2 should be used for trench backfill. 5.8 PAVEMENTS Pavement subgrades should be prepared as described in Section 5.2 and as discussed below. Regardless of the relative compaction achieved, the subgrade must be firm and relatively unyielding before paving. The subgrade should be proof -rolled with heavy construction equipment to verify this condition. 5.8.1 FLEXIBLE PAVEMENTS With the pavement subgrade prepared as described above, RGI recommends the following pavement sections for parking and drive areas paved with flexible asphalt concrete surfacing. ➢ For drive areas: 3 inches of Hot Mix Asphalt (HMA) over 6 inches of crushed rock base (CRB) ➢ For general parking areas: 2 inches of HMA over 4 inches of CRB ■om I LW RILEYGROUP Geotechnical Engineering Report 13 The Hills Plot Federal Way, Washington 5.8.2 CONCRETE PAVEMENTS October 23, 2018 RGI Project No. 2018-203 With the pavement subgrade prepared as described above, RGI recommends the following pavement sections for parking and drive areas paved with concrete surfacing. ➢ For concrete pavement areas: 5 inches of concrete over 4 inches of CRB The paving materials used should conform to the WSDOT specifications for HMA, concrete paving, and CRB surfacing (9-03.9(3) Crushed Surfacing) Long-term pavement performance will depend on surface drainage. A poorly -drained pavement section will be subject to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimum pavement performance, surface drainage gradients of no less than 2 percent are recommended. Also, some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks when they occur. 6.0 Additional Services RGI is available to provide further geotechnical consultation throughout the design phase of the project. RGI should review the final design and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design and construction. RGI is also available to provide geotechnical engineering and construction monitoring services during construction. The integrity of the earthwork and construction depends on proper site preparation and procedures. In addition, engineering decisions may arise in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this scope of work. If these services are desired, please let us know and we will prepare a cost proposal. 7.0 Limitations This GER is the property of RGI, Veristone Capital, and its designated agents. Within the limits of the scope and budget, this GER was prepared in accordance with generally accepted geotechnical engineering practices in the area at the time this GER was issued. This GER is intended for specific application to The Hills Plat project in Federal Way, Washington, and for the exclusive use of Veristone Capital and its authorized representatives. No other warranty, expressed or implied, is made. Site safety, excavation support, and dewatering requirements are the responsibility of others. The scope of services for this project does not include either specifically or by implication any environmental or biological (for example, mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the ■IW I ■M RII.FYGRDIIP Geotechnical Engineering Report 14 October 23, 2018 The Hills Plat, Federal Way, Washington RGI Project No. 2018-203 owner is concerned about the potential for such contamination or pollution, we can provide a proposal for these services. The analyses and recommendations presented in this GER are based upon data obtained from the explorations performed on site. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. If variations appear evident, RGI should be requested to reevaluate the recommendations in this GER prior to proceeding with construction. It is the client's responsibility to see that all parties to the project, including the designers, contractors, subcontractors, are made aware of this GER in its entirety. The use of information contained in this GER for bidding purposes should be done at the contractor's option and risk. ■om I ■M RILEYGRUP USGS, 2014, Poverty Bay, Washington Approximate Scale: 1"=1000' 7.5-Minute Quadrangle 0 500 1000 2000 N Corporate Office The Hills Plat Figure 1 17522 Bothell Way Northeast Bothell, Washington 98011 .� RGI Project Number 2018-203 Site Vicinity Map Date Drawn! 10/2018 RILEYGROUP Phone: 425.415.0551 Fax: 425.415.0311 Address: Southwest 365th Street east of 6th Avenue Southwest, Federal Way, Washington 98023 I �L7 I r I ' r I � .I LCP65!_ �I _ . suulnl:tll � tT'15i. yy�� � I• � � � T.S. 1I4 I � G e r TP-5' I h 1 ? til -�-'i-b•uxs�sr •'.' ._+ '' Lnrvr-n ,v I � i Ir i - �vsa':n � �• ' - twv...�nTP-S_. � � .•TP_1 I . d rm or ^ f E •- I ..zrr . PROJFCTlAhvURNFATION: i I f Approximate Scale: 1"=80' ■ 0 40 80 16o N -corporate office The Hills Plat Figure 2 17522 Bothell Way Northeast RGI Project Number Date Drawn: = Test pit by RGI, 9/24/18 , .- Bothell, Washington 98011 2018-203 Geotechnical Exploration Plan 10/2018 51 =Site boundary RILEYGROUPFax:425.415.0311Address: Southwest 365th Street east of 6th Avenue Southwest, I ashington 98023 12" Minimum Wide --� Free -Draining Gravel Slope to Drain 0 12" min. 'SOO ; 000 CPO Filter Fabric Material v , 4" Diameter PVC Perforated Pipe Not to Scale Excavated Slope (See Report for Appropriate Incliniations) Compacted Structural Backfill (Native or Import) 12" Over the Pipe 3elow the Pipe -corporate Office The Hills Plat Figure 3 17522 Bothell Way Northeast RGI Project Number Date Drawn: .-Bothell, Washington 98011 Retaining Wall Drainage Detail 10/2018 Phone: 425.415.0551 2018-203 RILEYGROUP Fax: 425.415.0311 Address: Southwest 365th Street east of 6th Avenue Southwest, Federal Way, Washington 98023 Building Slab -e A /. \ f\ %\ ; 4' Compacted'`" �, �. `r•` '•- �Structural=�'"`" :� ac \4. a, ~' °�'':{'':" `?' f Filter Fabric ❑ ❑ ❑ e A 4, \ ❑ Q/' 4 r' / d a•. a 4" Perforated Pipe 3/4" Washed Rock or Pea Gravel Not to Scale Corporate Office The Hills Plat Figure 4 17522 Bothell Way Northeast RGI Project Number Date Drawn: ,-Bothell, Washington 98011 Typical Footing Drain Detail 10/2018 Phone: 425.415.0551 2018-203 RILEYGROUP Fax: 425.415.0311 Address: Southwest 365th Street east of 6th Avenue Southwest, Federal Way, Washington 98023 Geotechnical Engineering Report October 23, 2018 The Hills Plat Federal Way, Washington RGI Project No. 2018-203 APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING On September 24, 2018, RGI performed field explorations using a tracked excavator. We explored subsurface soil conditions at the site by observing the excavation of six test pits to a maximum depth of 7.5 feet below existing grade. The test pit locations are shown on Figure 2. The test pit locations were approximately determined by measurements from existing property lines and paved roads. A geologist from our office conducted the field exploration and classified the soil conditions encountered, maintained a log of each test exploration, obtained representative soil samples, and observed pertinent site features. All soil samples were visually classified in accordance with the Unified Soil Classification System (USCS). Representative soil samples obtained from the explorations were placed in closed containers and taken to our laboratory for further examination and testing. As a part of the laboratory testing program, the soil samples were classified in our in house laboratory based on visual observation, texture, plasticity, and the limited laboratory testing described below. Moisture Content Determinations Moisture content determinations were performed in accordance with ASTM D2216-10 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (ASTM D2216) on representative samples obtained from the exploration in order to aid in identification and correlation of soil types. The moisture content of typical sample was measured and is reported on the test pit logs. Grain Size Analysis A grain size analysis indicates the range in diameter of soil particles included in a particular sample. Grain size analyses was determined using D6913-04(2009) Standard Test Methods for Particle -Size Distribution (Gradation) of Soils Using Sieve Analysis (ASTM D6913) on three of the samples. Ls Rif_Frri'RnHP Project Name: The Hills Plat I WTest Pit No.: TP-1 -7 Project Number: 2018-203 ■W Sheet 1 of 1 Client: Veristone Capital RILEYGROUP Date(s) Excavated: 9/24/2018 Logged By ELW Surface Conditions: Ferns, Mixed Brush Excavation Method: Test Pit Bucket Size: N/A Total Depth of Excavation: 5 feet bgs Excavator Type: Tracked Excavator Excavating Contractor: Kelly's Excavating Approximate 380 Surface Elevation Groundwater Level: Not Encountered Sampling Grab Method(s) Compaction Method Bucket Test Pit Backfill: Cuttings Location SW 365th Street east of 6th Avenue SW, Federal Way, Washington a) N in F- a) CU U) m E z a) CO U o (A in 0 U co 0 MATERIAL DESCRIPTION REMARKS AND OTHER TESTS 0 s TPSL A Topsoil 6% moisture, 15% fines 11 % moisture 2% moisture SM Reddish brown silty gravelly SAND, loose to medium dense, moist —Becomes tan, medium dense sM Gray silty gravelly SAND, very dense, moist (Glacial Till) —Well cemented Test Pit terminated at 5' The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 Project Name: The Hills Plat 1 Project Number: 2018-203 Client: Veristone Capital ■ ■ W Test Pit No.: TP-2 E�� Sheet 1 of 1 RIL Date(s) Excavated: 9/24/2018 Logged By ELW Surface Conditions: Ferns Excavation Method: Test Pit Bucket Size: N/A Total Depth of Excavation: 7 feet bgs Excavator T e: Tracked Excavator Excavating Contractor: Kelly's Excavating Approximate 385 YP Surface Elevation Groundwater Level: Not Encountered Sampling Grab Compaction Method Bucket Method(s) Test Pit Backfill: Cuttings Location SW 365th Street east of 6th Avenue SW, Federal Way, Washington a) N a) U) n E a) a)— Q in o E � U) U o U Q- CU MATERIAL DESCRIPTION TPSL 111 Topsoil sM Reddish brown silty gravelly SAND, loose to medit dense, moist Becomes tan, medium dense sM T Y Gray silty gravelly SAND, very dense, moist {Glaci Well cemented Test Pit terminated at 7' The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 Project Name: The Hills Plat Test Pit No.: TP-3 Project Number: 2018-203 1 ■U Sheet 1 of 1 Client: Veristone Capital RILEYGROUP Date(s) Excavated: 9/24/2018 Logged By ELW Surface Conditions: Ferns, Mixed Brush Excavation Method: Test Pit Bucket Size: N/A Total Depth of Excavation: 5.5 feet bgs Excavator Type: Tracked Excavator Excavating Contractor: Kelly's Excavating Approximate 355 Surface Elevation Groundwater Level: Not Encountered Sampling Grab Method(s) Compaction Method Bucket Test Pit Backfill: Cuttings Location SW 365th Street east of 6th Avenue SW, Federal Way, Washington aa) L a) o � n I a) ICU C/) � E z a) a v7 o fn U) to Z) U t 0 MATERIAL DESCRIPTION REMARKS AND OTHER TESTS 0 5-1 TPSL w K! w Topsoil 13% moisture 4% moisture 3% moisture sM Reddish brown silty gravelly SAND, loose to medium dense, moist Becomes tan, medium dense to dense sM 111 Gray silty gravelly SAND, very dense, moist (Glacial Till) Well cemented Test Pit terminated at 5.5' The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 Project Name: The Hills Plat ■ I W Test Pit No.: TP-4 Project Number: 2018-203 1 ■M Sheet 1 of 1 RILEYGROUP Client: Veristone Capital Date(s) Excavated: 9/24/2018 Logged By ELW Surface Conditions: Ferns, Mixed Brush Excavation Method: Test Pit Bucket Size: NIA Total Depth of Excavation: 7.5 feet bgs Excavator Type: Tracked Excavator Excavating Contractor: Kelly's Excavating Approximate Surface Elevation 347 Groundwater Level: Not Encountered Sampling Grab Method(s) Compaction Method Bucket Test Pit Backfill: Cuttings Location SW 365th Street east of 6th Avenue SW, Federal Way, Washington MATERIAL DESCRIPTION )rown silty gravelly SAND, loose to medic eist tan, medium dense to dense gravelly SAND, very dense, moist (Glad ented erminated at 7.5' The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 Project Name: The Hills Plat Project Number: 2018-203 Client: Veristone Capital Date(s) Excavated: 9/24/2018 Excavation Method: Test Pit Excavator Type: Tracked Excavator Groundwater Level: Not Encountered Test Pit Backfill: Cuttings J ■ Test Pit No.: TP-5 ,LEYG R Sheet 1 of 1 Logged By ELW Surface Conditions: Ferns, Mixed Brush Bucket Size: N/A Total Depth of Excavation: 5.5 feet bgs Excavating Contractor: Kelly's Excavating Approximate Surface Elevation 361 Sampling Grab Compaction Method Bucket Method(,) Location SW 365th Street east of 6th Avenue SW, Federal Way, Washington MATERIAL DESCF rown silty gravelly SAND, tist tan, medium dense to del gravelly SAND, very den: ;rminated at 5.5' The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 .-I Project Name: The Hills Plat Test Pit No.: TP-6 Project Number: 2018-203 Sheet 1 of 1 Client: Veristone Capital RILEYGROUP Date(s) Excavated: 9/24/2018 Logged By ELW Surface Conditions: Ferns, Mixed Brush Excavation Method: Test Pit Bucket Size: N/A Total Depth of Excavation: 6 feet bgs Approximate Excavator Type: Tracked Excavator Excavating Contractor: Kelly's Excavating Surface Elevation 355 Groundwater Level: Not Encountered Sampling Grab Compaction Method Bucket Methods} Test Pit Backfill: Cuttings Location SW 365th Street east of 6th Avenue SW, Federal Way, Washington MATERIAL DESCRIPTION rown silty gravelly SAND, loose to mediu tist 'AND, medium dense to dense, moist gravelly SAND, very dense, moist (Glaci anted ;rminated at 6' The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 Project Name: The Hills Plat Key to Logs Project Number: 2018-203 1 ■u Sheet 1 of 1 Client: Veristone Capital RILEYGROUP E 0 z O O O Cn U L ❑. L > fl. (d W 0 Cl) W U MATERIAL DESCRIPTION I REMARKS AND OTHER TESTS COLUMN DESCRIPTIONS F11 Elevation (feet): Elevation (MSL, feet). 2 Depth (feet): Depth in feet below the ground surface. 3 Sample Type: Type of soil sample collected at the depth interval shown. ® Sample Number: Sample identification number. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity COMP: Compaction test CONS: One-dimensional consolidation test LL: Liquid Limit, percent MATERIAL GRAPHIC SYMBOLS om Silty SAND (SM) TYPICAL SAMPLER GRAPHIC SYMBOLS Auger sampler CME Sampler Bulk Sample Grab Sample 3-inch-OD California w/ I 2.5-inch-OD Modified brass rings California w/ brass liners GENERAL NOTES e5 USCS Symbol: USCS symbol of the subsurface material. 6 Graphic Log: Graphic depiction of the subsurface material encountered. 0 MATERIAL DESCRIPTION: Description of material encountered. May include consistency, moisture, color, and other descriptive text. 8� REMARKS AND OTHER TESTS: Comments and observations regarding drilling or sampling made by driller or field personnel. PI: Plasticity Index, percent SA: Sieve analysis (percent passing No. 200 Sieve) UC: Unconfined compressive strength test, Qu, in ksf WA: Wash sieve (percent passing No. 200 Sieve) Topsoil s Pitcher Sample 2-inch-OD unlined split spoon (SPT) Shelby Tube (Thin -walled, fixed head) OTHER GRAPHIC S�QLS Water level (at time of drilling, ATD) Water level (after waiting) Minor change in material properties within a stratum — — Inferred/gradational contact between strata —?— Queried contact between strata 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times. The Riley Group, Inc. 17522 Bothell Way NE, Bothell, WA 98011 THE RILEY GROUP, INC. 17522 Bothell Way NE Bothell, WA 98011 GRAIN SIZE ANALYSIS ASTM D421, D422, D1140, D2487, D6913 PROJECT TITLE The Hills Plat PROJECT NO. 2018-203 TECH/TEST DATE EW _WATER CONTENT (Delivered Moisture Wt Wet Soil & Tare (gm) (w1) Wt Dry Soil & Tare (gm) (w2) Weight of Tare (gm) (w3) Weight of Water (gm) (w4=w1-w2) Weight of Dry Soil (gm) (w5=w2-w3) Moisture Content (%) (w4/w5)*100 PHONE: (425) 415-0551 FAX: (425)415-0311 SAMPLE ID/TYPE TP-1 SAMPLE DEPTH 1.5' 9/24/2018 DATE RECEIVED 9/24/2019 Total Weight Of Sample Used For Sieve Corrected For Hyeroscop[_c_M( 342.7 Weight Of Sample (gm) 323.9 323.9 Tare Weight (gm) 15.7 15.7 (W6) Total Dry Weight (gm) 308.2 18.8 SIEVE ANALYSIS 308.2 Cumulative 6 Wt Re t Wt-Tare (%Retained) % PASS �Ta ro 11w�rPr1wEo•ia01 f100-%ret) % COBBLES 0.0 12.0' % C GRAVEL 17.6 3.0' % F GRAVEL 25.0 2.5' %CSAND 8.3 2.0' % M SAND 11.4 1.5' % F SAND 22.6 1.0' % FINES 15.0 0.75' % TOTAL 100.0 0.50' 0.375' D10 (mm) #1 D30 (mm) #1( D60 (mm) #2( Cu #4( Cc #6( #10( #20( PAN 12" 3" 2" 1".75" .375" 44 % P A S S I N G 100 90 80 70 60 50 40 30 20 10 0 15.7 0.00 0.00 100.00 15.7 0.00 0.00 100.00 15.7 0.00 0.00 100.00 69.8 54.10 17.55 82.45 125.8 110.10 35.72 64.28 147.0 131.30 42.60 57.40 172.7 157.00 50.94 49.06 207.9 192.20 62.36 37.64 258.2 242.50 78.68 21.32 277.7 262.00 85.01 14.99 323.9 308.20 100.00 0.00 #10 #20 #40 #60 #100 #200 1000 100 10 1 Grain size in millimeters DESCRIPTION Silty gravelly SAND USCS SM Prepared For: Veristone Capital Reviewed By: KW -obbles coarse gravel coarse gravel coarse gravel coarse gravel coarse gravel Fine gravel fine gravel fine gravel coarse sand medium sand medium sand fine sand fine sand fine sand fines silt/clay 0.1 0.01 0.001 ■I= I LM RILEYGROUP 1 THE RILEY GROUP, INC. i 17522 Bothell Way NE Bothell, WA 98011 PHONE: (425) 415-0551 FAX: (425) 415-0311 GRAIN SIZE ANALYSIS ASTM D421, D422, D1140, D2487, D6913 PROJECT TITLE SAMPLE ID/TYPE TP-4 The Hills Plat PROJECT NO. 2018-203 SAMPLE DEPTH 2' TECH/TEST DATE EW 9/24/2018 DATE RECEIVED 9/24/2018 Total Wei ht of am le Used For Sieve Corrected For H rosco is Moistu WATER CONTENT Delivered Moisture Weight Of Sample (gm) 331.1 Wt Wet Soil &Tare (gm) (w1 ) 357.0 Tare Weight (gm) 15.5 Wt Dry Soil & Tare (gm) (w2) 331.1 (W& } To-tal D Weight (gm} 15.6 3 • Weight of Tare (gm) (w3) 15.5 Weight of Water (gm) (w4=wl-w2) 25.9 SIEVE ANALYSIS Weight of Dry Soil (gm) (w5=w2-w3) 315.6 Cumulative Moisture Content (96) (w4/w5)*100 8 Wt Ret Wt-Tare (%Retained) % PASS +Tare ((wi retlwG1.100) 100 ret 0.0 12.0" 15.5 0.00 0.00 100.00 cobbles COBBLES 3.0" 15.5 0.00 0.00 100.00 coarse gravel C GRAVEL 4.4 coarse gravel F GRAVEL 38.5 2.5" coarse gravel C SAND 14.2 2.0" 1.5" 15.5 0.00 0.00 100.00 coarse gravel M SAND 14.1 coarse gravel F SAND 15.1 1.0" 0.75" 29.4 13.90 4.40 95.60 fine gravel FINES 13.6 fine gravel TOTAL 100.0 0.50" 0.375" 92.5 1 77.00 24.40 75.60 fine gravel #i4 151.0 135.50 42.93 57.07 coarse sand D10 (mm) 410 195.9 180.40 57.16 42.84 medium sand 1 D30 (mm) medium sand l D60 (mm) #20 #40 240.4 224.90 71.26 28.74 fine sand Cu fine sand Cc } #60 #100 273.3 257.80 81.69 18.62 fine sand #200 288.1 272.60 86.38 13.62 fines PAN 331.1 315.60 100.00 0.00 silt/clay 3' 2' 1".75' .375" 44 #10 #20 #40 #60 #100 #200 % 100 90 80 P 70 A 60 S 50 40 S 30 1 20 N 10 G 0 1000 100 10 1 0.1 Grain size in millimeters DESCRIPTION Silty gravelly SAND LISCS SM Prepared For: Veristone Capital Reviewed By: KW now .- RILEYGROUP THE RILEY GROUP, INC. PHONE: (425) 415-0551 17522 Bothell Way NE FAX: (425) 415-0311 Bothell, WA 98011 -I GRAIN SIZE ANALYSIS ASTM D421, D422, D1140, D2487, D6913 PROJECT TITLE The Hills Plat SAMPLE ID/TYPE TP-4 PROJECT NO. 2018-203 SAMPLE DEPTH 7' TECH/TEST DATE EW 9/24/2018 DATE RECEIVED 9/24/2018 WATER CONTENT (Delivered Moisture) Total Weight Of Sample Used For Sieve Corrected For FExgroscoonic_Moist� Wt Wet Soil & Tare (gm) (w1) 1168.8 Weight Of Sample (gm) 1126.3 Wt Dry Soil & Tare (gm) (w2) 1126.3 Tare Weight (gm) 15.9 Weight of Tare (gm) (w3) 15.9 (W6) Total Dry Weight (gm) 1110.4 Weight of Water (gm) (w4=w1-w2) 42.5 SIEVE ANALYSIS Weight of Dry Soil (gm) (w5=w2-w3) 1110.4 Cumulative Moisture Content (w4/w5)*100 4 Wt Ret Wt-Tare (%Retained) % PASS + are 1- mnj--6l*l001 100 °Aret I % COBBLES 0.0 12.0" % C GRAVEL 27.5 3.0" % F GRAVEL 21.0 2.5" % C SAND 8.4 2.0" % M SAND 10.9 1.5" % F SAND 16.4 1.0" % FINES 15.8 0.75" % TOTAL 100.0 0.50" 0.375" D10 (mm) #4 D30 (mm) #10 1 D60 (mm) #20 Cu #40 Cc #60 #100 ^� #200 PAN % 100 90 80 P 70 A 60 S 50 40 S 30 1 20 N 10 G 0 1000 100 10 1 Grain size in millimeters DESCRIPTION Silty gravelly SAND 1 JUSCS SM Prepared For: Veristone Capital 15.9 0.00 0.00 100.00 15.9 0.00 0.00 100.00 15.9 0.00 0.00 100.00 321.1 305.20 27.49 72.51 467.2 451.30 40.64 59.36 554.0 538.10 48.46 51.54 647.8 631.90 56.91 43.09 769.0 753.10 67.82 32.18 899.8 883.90 79.60 20.40 951.0 935.10 84.21 15.79 1126.3 1110.40 100.00 0.00 12" 3" 2" 1".75" .375" #4 #10 420 #40 460 #100 4200 Reviewed By: KW cobbles coarse gravel coarse gravel coarse gravel coarse gravel coarse gravel fine gravel fine gravel fine gravel coarse sand medium sand medium sand fine sand fine sand fine sand fines silt/clay 0.1 0.01 0.001 ■im 0 ■m RILEYGROUP The Hills Preliminary Technical Information Report Appendix B WWHM2012 Output WWHM2012 PROJECT REPORT Project Name: The Hills Pond Design Site Name: 1 Site Address: City Report Date: 3/27/2019 1 Gage : Seatac Data Start : 1948/10/01 Data End : 2009/09/30 Precip Scale: 1.00 Version Date: 2018/10/10 Version : 4.2.16 1 Low Flow Threshold for POC 1 : 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year PREDEVELOPED LAND USE Name . Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Forest, Mod 3.31 Pervious Total 3.31 Impervious Land Use acre Impervious Total 0 Basin Total 3.31 Element Flows To: Surface MITIGATED LAND USE Name Basin 1 Bypass: No _1 GroundWater: No 1 Interflow Groundwater Pervious Land Use acre C, Forest, Mod 1.39 C, Lawn, Mod 1.115 Pervious Total 2.505 Impervious Land Use acre ROOF TOPS FLAT 0.145 DRIVEWAYS MOD 0.58 SIDEWALKS MOD 0.08 Impervious Total 0.805 Basin Total 3.31 Element Flows To: Surface Interflow Groundwater Trapezoidal Pond 1 Trapezoidal Pond 1 Name : Trapezoidal Pond 1 Bottom Length: 36.40 ft. Bottom Width: 36.40 ft. Depth: 7 ft. Volume at riser head: 0.4305 acre-feet. Side slope 1: 3 To 1 Side slope 2: 3 To 1 Side slope 3: 3 To 1 Side slope 4: 3 To 1 Discharge Structure Riser Height: 6 ft. Riser Diameter: 18 in. Notch Type: Rectangular Notch Width: 0.012 ft. Notch Height: 2.142 ft. Orifice 1 Diameter: 0.951 in. Elevation: 0 ft. Element Flows To: Outlet 1 Outlet 2 Pond Hydraulic Table Stage(feet) Area(ac.) V_Q1ume(ac-ft.) Dischar e(cfs) Infilt(cfs) 0.0000 0.030 0.000 0.000 0.000 0.0778 0.031 0.002 0.006 0.000 0.1556 0.032 0.004 0.009 0.000 0.2333 0.032 0.007 0.011 0.000 0.3111 0.033 0.010 0.013 0.000 0.3889 0.034 0.012 0.015 0.000 0.4667 0.035 0.015 0.016 0.000 I j I j I I 0.5444 0.036 0.018 0.018 0.000 0.6222 0.037 0.020 0.019 0.000 0.7000 0.037 0.023 0.020 0.000 0.7778 0.038 0.026 0.021 0.000 0.8556 0.039 0.029 0.022 0.000 0.9333 0.040 0.033 0.023 0.000 1.0111 0.041 0.036 0.024 0.000 1.0889 0.042 0.039 0.025 0.000 1.1667 0.043 0.042 0.026 0.000 1.2444 0.044 0.046 0.027 0.000 1.3222 0.045 0.049 0.028 0.000 1.4000 0.046 0.053 0.029 0.000 1.4778 0.047 0.056 0.029 0.000 1.5556 0.048 0.060 0.030 0.000 1.6333 0.049 0.064 0.031 0.000 1.7111 0.050 0.068 0.032 0.000 1.7889 0.051 0.072 0.032 0.000 1.8667 0.052 0.076 0.033 0.000 1.9444 0.053 0.080 0.034 0.000 2.0222 0.054 0.084 0.034 0.000 2.1000 0.055 0.088 0.035 0.000 2.1778 0.056 0.092 0.036 0.000 2.2556 0.057 0.097 0.036 0.000 2.3333 0.058 0.101 0.037 0.000 2.4111 0.059 0.106 0.038 •0.000 2.4889 0.060 0.111 0.038 0.000 2.5667 0.061 0.115 0.039 0.000 2.6444 0.062 0.120 0.039 0.000 2.7222 0.063 0.125 0.040 0.000 2.8000 0.065 0.130 0.041 0.000 2.8778 0.066 0.135 0.041 0.000 2.9556 0.067 0.140 0.042 0.000 3.0333 0.068 0.146 0.042 0.000 3.1111 0.069 0.151 0.043 0.000 3.1889 0.070 0.156 0.043 0.000 3.2667 0.072 0.162 0.044 0.000 3.3444 0.073 0.168 0.044 0.000 3.4222 0.074 0.173 0.045 0.000 3.5000 0.075 0.179 0.045 0.000 3.5778 0.076 0.185 0.046 0.000 3.6556 0.078 0.191 0.046 0.000 3.7333 0.079 0.197 0.047 0.000 3.8111 0.080 0.204 0.047 0.000 3.8889 0.081 0.210 0.048 0.000 3.9667 0.083 0.216 0.050 0.000 4.0444 0.084 0.223 0.052 0.000 4.1222 0.085 0.229 0.054 0.000 4.2000 0.087 0.236 0.057 0.000 4.2778 0.088 0.243 0.060 0.000 4.3556 0.089 0.250 0.063 0.000 4.4333 0.091 0.257 0.067 0.000 4.5111 0.092 0.264 0.070 0.000 4.5889 0.093 0.271 0.073 0.000 4.6667 0.095 0.279 0.077 0.000 4.7444 0.096 0.286 0.080 0.000 4.8222 0.098 0.294 0.084 0.000 4.9000 0.099 0.301 0.088 0.000 j 4.9778 0.100 0.309 0.092 0.000 5.0556 0.102 0.317 0.096 0.000 5.1333 0.103 0.325 0.101 0.000 5.2111 0.105 0.333 0.106 0.000 5.2889 0.106 0.341 0.128 0.000 5.3667 0.108 0.350 0.134 0.000 5.4444 0.109 0.358 0.141 0.000 5.5222 0.111 0.367 0.147 0.000 5.6000 0.112 0.375 0.154 0.000 5.6778 0.114 0.384 0.161 0.000 5.7556 0.115 0.393 0.168 0.000 5.8333 0.117 0.402 0.175 0.000 5.9111 0.118 0.411 0.182 0.000 5.9889 0.120 0.421 0.190 0.000 6.0667 0.121 0.430 0.465 0.000 6.1444 0.123 0.440 1.061 0.000 6.2222 0.124 0.449 1.829 0.000 6.3000 0.126 0.459 2.694 0.000 6.3778 0.128 0.469 3.579 0.000 6.4556 0.129 0.479 4.409 0.000 6.5333 0.131 0.489 5.118 0.000 6.6111 0.132 0.499 5.662 0.000 6.6889 0.134 0.510 6.043 0.000 6.7667 0.136 0.520 6.400 0.000 6.8444 0.137 0.531 6.707 0.000 6.9222 0.139 0.542 7.001 0.000 7.0000 0.141 0.553 7.282 0.000 7.0778 0.142 0.564 7.553 0.000 ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:3.31 Total Impervious Area:O Mitigated Landuse Totals for POC #1 Total Pervious Area:2.505 Total Impervious Area:0.805 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.098556 5 year 0.161493 10 year 0.20196 25 year 0.250097 50 year 0.28344 100 year 0.314584 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.063154 5 year 0.100224 10 year 0.130863 25 year 0.177394 50 year 0.218319 100 year 0.265125 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predevela ed Mitigated j 1949 0.113 0.045 lk 1950 0.135 0.083 1951 0.215 0.206 1952 0.067 0.041 1 1953 0.055 0.044 1954 0.084 0.059 1955 0.134 0.067 1956 0.108 0.094 i 1957 0.087 0.053 1958 0.097 0.059 1959 0.083 0.047 1960 0.149 0.142 1961 0.082 0.048 1962 0.051 0.038 1 1963 0.070 0.052 1964 0.099 0.047 + 1965 0.066 0.057 ' 1966 0.063 0.045 ] 1967 0.151 0.066 1968 0.085 0.046 _1 1969 0.083 0.045 1970 0.067 0.045 1971 0.075 0.060 1972 0.163 0.133 1973 0.072 0.059 1974 0.080 0.067 1975 0.112 0.054 1976 0.080 0.060 1977 0.012 0.032 1978 0.068 0.058 _1 1979 0.041 0.037 1980 0.192 0.132 1981 0.060 0.046 1982 0.125 0.089 1983 0.107 0.064 1984 0.064 0.041 1985 0.038 0.039 1986 0.169 0.096 1987 0.149 0.104 1988 0.059 0.043 1989 0.039 0.035 1990 0.357 0.161 1991 0.189 0.163 1992 0.077 0.063 1993 0.075 0.045 1994 0.025 0.033 1995 0.108 0.074 1996 0.250 0.212 1997 0.193 0.165 1998 0.047 0.040 1999 0.211 0.108 2000 0.075 0.045 2001 0.013 0.032 -•� 2002 0.087 0.074 2003 0.130 0.043 2004 0.139 0.148 2005 0.103 0.067 2006 0.116 0.061 1 2007 0.270 0.167 2008 0.329 0.186 2009 0.153 0.092 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.3569 0.2124 2 0.3288 0.2059 3 0.2697 0.1857 4 0.2499 0.1669 5 0.2153 0.1650 6 0.2115 0.1632 7 0.1929 0.1614 8 0.1924 0.1479 9 0.1893 0.1419 10 0.1689 0.1330 11 0.1635 0.1324 12 0.1533 0.1081 13 0.1513 0.1044 14 0•.1491 0.0965 15 0.1486 0.0944 16 0.1390 0.0918 17 0.1346 0.0889 18 0.1339 0.0825 19 0.1301 0.0744 20 0.1248 0.0736 21 0.1160 0.0672 22 0.1134 0.0672 23 0.1118 0.0668 24 0.1081 0.0657 25 0.1079 0.0636 26 0.1068 0.0632 27 0.1031 0.0606 28 0.0990 0.0604 -� 29 0.0967 0.0602 30 0.0871 0.0589 31 0.0871 0.0586 J 32 0.0852 0.0586 33 0.0838 0.0582 34 0.0830 0.0568 35 0.0829 0.0542 Ij 36 0.0817 0.0534 37 0.0803 0.0523 38 0.0799 0.0478 39 0.0773 0.0472 40 0.0754 0.0466 41 0.0751 0.0458 42 0.0751 0.0457 43 0.0724 0.0450 44 0.0698 0.0450 45 0.0676 0.0449 46 0.0675 0.0449 47 0.0665 0.0448 48 0.0658 0.0447 49 0.0643 0.0436 50 0.0632 0.0430 51 0.0604 0.0429 52 0.0589 0.0411 53 0.0546 0.0410 54 0.0508 0.0405 55 0.0472 0.0390 56 0.0409 0.0375 57 0.0390 0.0369 58 0.0382 0.0351 59 0.0253 0.0327 60 0.0135 0.0321 61 0.0117 0.0319 Stream Protection Duration POC #1 The Facility PASSED The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0493 17079 15503 90 Pass 0.0516 15481 13575 87 Pass 0.0540 14070 11892 84 Pass 0.0564 12797 10352 80 Pass 0.0587 11569 9009 77 Pass 0.0611 10515 7912 75 Pass 0.0635 9563 7125 74 Pass 0.0658 8750 6539 74 Pass 0.0682 8031 6010 74 Pass 0.0706 7347 5668 77 Pass 0.0729 6733 5187 77 Pass 0.0753 6190 4838 78 Pass 0.0777 5724 449'6 78 Pass 0.0800 5309 4154 78 Pass 0.0824 4924 3773 76 Pass 0.0848 4569 3465 75 Pass 0.0871 4235 3161 74 Pass 0.0895 3951 2922 73 Pass 0.0919 3643 2676 73 Pass 0.0942 3388 2449 72 Pass 0.0966 3133 2207 70 Pass 0.0989 2915 2012 69 Pass 1 0.1013 2706 1825 67 Pass 0.1037 2492 1667 66 Pass 0.1060 2319 1462 63 Pass 0.1084 2136 1411 66 Pass 0.1108 1976 1376 69 Pass 0.1131 1826 1341 73 Pass 0.1155 1702 1320 77 Pass 0.1179 1579 1295 82 Pass 0.1202 1443 1269 87 Pass 0.1226 1325 1246 94 Pass 0.1250 1235 1225 99 Pass 0.1273 1147 1207 105 Pass 0.1297 1087 1145 105 Pass 0.1321 1021 1070 104 Pass 0.1344 947 1010 106 Pass 0.1368 888 955 107. Pass 0.1392 826 883 106 Pass 0.1415 760 808 106 Pass 0.1439 725 749 103 Pass 0.1463 675 675 100 Pass 0.1486 623 607 97 Pass 0.1510 590 535 90 Pass 0.1534 550 481 87 Pass 0.1557 506 426 84 Pass 0.1581 470 372 79 Pass 0.1604 427 322 75 Pass 0.1628 388 272 70 Pass 0.1652 356 237 66 Pass 0.1675 328 191 58 Pass 0.1699 297 178 59 Pass 0.1723 270 166 61 Pass 0.1746 241 153 63 Pass 0.1770 218 139 63 Pass 0.1794 198 122 61 Pass 0.1817 174 86 49 Pass 0.1841 152 61 40 Pass 0.1865 130 36 27 Pass 0.1888 119 24 20 Pass 0.1912 104 11 10 Pass 0.1936 95 10 10 Pass 0.1959 83 9 10 Pass 0.1983 75 7 9 Pass 0.2007 69 6 8 Pass 0.2030 61 4 6 Pass 0.2054 54 4 7 Pass 0.2078 46 2 4 Pass 0.2101 39 1 2 Pass 0.2125 30 0 0 Pass 0.2148 25 0 0 Pass 0.2172 22 0 0 Pass 0.2196 20 0 0 Pass 0.2219 17 0 0 Pass 0.2243 14 0 0 Pass 0.2267 12 0 0 Pass 0.2290 8 0 0 Pass 0.2314 7 0 0 Pass 0.2338 7 0 0 Pass -1 0.2361 7 0 0 Pass 0.2385 6 0 0 Pass 0.2409 6 0 0 Pass 0.2432 6 0 0 Pass 0.2456 6 0 0 Pass 0.2480 6 0 0 Pass 0.2503 5 0 0 Pass 0.2527 5 0 0 Pass 0.2551 5 0 0 Pass 0.2574 5 0 0 Pass 0.2598 5 0 0 Pass 0.2622 5 0 0 Pass 0.2645 5 0 0 Pass 0.2669 4 0 0 Pass 0.2692 4 0 0 Pass 0.2716 3 0 0 Pass 0.2740 3 0 0 Pass 0.2763 3 0 0 Pass 0.2787 3 0 0 Pass 0.2811 3 0 0 Pass 0.2834 3 0 0 Pass Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0.1807 acre-feet on-line facility target flow: 0.1494 cfs. Adjusted for 15 min: 0.1494 cfs. off-line facility target flow: 0.0825 cfs. Adjusted for 15 min: 0.0825 cfs. LID Report 1 LID Technique Used for Total Volume Percent Water Quality Percent Comment Treatment? Needs Volume Water Quality Treatment -T Infiltrated Treated 11I (ac-ft) Trapezoidal Pond 1 POC N 248.54 Total Volume Infiltrated 248.54 -� 0.00 0% No Treat. Credit Compliance with LID Standard 8 Duration Analysis Result = Passed Perind and Impind Changes No changes have been made. Volume Infiltration Cumulative Through Volume Volume Facility (ac-ft.) Infiltration (ac-ft) Credit N 0.00 0.00 0.00 0.00 This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such 1 damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2019; All Rights Reserved. ;Federal Wa .� y SHORT PLAT N 0. CITY OF FEDERAL WAY KING COUNTY, WASHINGTON ROAD CDIIER NE £I I a PER THELVAN HEIGHTS AND KCSP 108E038 TAX PARCEL IIII 302104-9053 I 12" CONC IE=390.68 sw aom r STREET SIGN 12" CONC. IE=390.17 LEGEND B FOUND MONUMENT IN CASE O FOUND REBAR & CAP (P) PLAT (M) MEASURED 3 (C) CALCULATED (R1) REFERENCE PLAT OF THELWIN HEIGHTS, VOL. 71, PC, 8 (R2) REFERENCE KCSP 1086033, REC. NO. 8803100658 DQ WATER VALVE R FIRE HYDRANT ® WATER METER OS SEWER MANHOLE 1 LOT 10 BUILDING SETBACKS PROPOSED EASEMENTS ® FRONT - 20 FEET OA 25' PRIVATE ACCESS & UTILITIES EASEMENT ® REAR - 10 FEET © 10' STORM DRAINAGE EASEMENT A SIDE - 10 FEET PER SIDE © 20' PRIVATE ACCESS & UTIU11ES EASEMENT DO 25' PRIVATE ACCESS & UTILITIES EASEMENT d STORM MANHOLE -"' —w - PAINTED WATER LINE ❑ CATCH BASIN - 50 —50 - STORM LINE oMB MAILBO:: -s —� - SEWER LINE © POWER VAULT 1 o- WOOD FENCE ® JUNCTION BOX CHAIN LINK FENCE ¢-- LIGHT POLE ¢ UTILITY POLE ❑T TELEPHONE RISER E - GUY ANCHOR .TV CABLE TV RISER FIR TREE i SIGN POST CEDAR TREE GP GUARD POST Q DECIDUOUS TREE -. -- OVERHEAD POWER LINE MADRONA TREE -T —T - PAINTED TELEPHONE LINE ��0gg HEMLOCK TREE ASPHALT THELWN HEIGHTS VOL. fff 71, PC. 9 LOT 0 II I LOT 9 TAX PARCEL ' 859490-0090 f TAX PARCEL PATRICK WALSH I ! 859490-0080 II RS15,0 PAUL SOTO JR RS15.0 LINE TABLE LINE # DIRECTION LENGTH L1 --- .-'-. - 11.53' Curve Table Curve # Length Radius Delta C1 14.337 25.000 32'51'32' C2 14.337 25.000 32-1'32' Encompass ENGINEERING & SURVEYING L��e 165 N.E. JUNIPER ST., SUITE 201 ISSAQUAH, WA 98027 PHONE: (425) 392-0250 FAX: (425) 391-3055 RECORDING NO. I VOL./PAGE SCALE: i inch = 40 0 40 80 PORTION OF S.W. 1/4 of S.E. 1/4, S. 30 T. 21 N., R. 4 E.,W.M. Q z 0 10� 204J0 LOT 7 SCALE 1 = 40' If TAX PARCEL 859490-0070 JESUS DIAZ LANDAVERDE RS15.0 THE HILLS SHORT PLAT DWN. BY DATE JOB NO. JEF/DBM 3/4/19 17739 CHKD. BY SCALE SHEET DBM 1"=40' 2 OF 2 RECEIVED APR 17 2019 TY OF FEDERAL WAY VUN[TY DEVELOPMENT CITY OF Federal Way SHORT PLAT NO. CITY OF FEDERAL WAY KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE 8Y THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS SNORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE EREEIYg AND HERESY DEDICATE TO THE USE OF _ HEREON AND DEDICATE THE FUSE FOR ALL PUBLIC PURPDSESyNOT INCONS[S7ENT VA74 THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALDS THE RIGHT TO MAKE ALL KECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL 71-E EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT HOT LIMITED TO PARKS. OPEN SPACE. UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBUC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER. THE UNDERSIGNED OWNERS OF THE LAND HERESY SUBDIVIDED, WAIVE AND RELEASE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY. ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE 9ESiGN. ESTABLISHMENT, CONSTRUCTION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER WIT HIN THIN THE SUBOIMS7oNS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIMNG DRAINAGE FROM THE SLIBOIMSIONS AND THE CITY OF FEDERAL WAYS REVIEW AND APPROVAL OF PLANS AND PERMIT5 FOR SAME 07HER THAN CLAIMS RESULTING FROM INAOEOUATE MAINTENANCE 13Y THE CITY OF FEDERAL WAY. FURTHER. THE UNDERSIGNED OWNERS GF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THE HEIRS AND ASSIGNS TO INOEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS OF HAVVE BE AUC BY GII, ESTASL1537MEF1T. oN5TR cnoN. Tn OPERAT10% FAIWRE TO OPERATE OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEIM% ALTERATIONS OF THE GROUND SURFACE, VEGETATION. DRAINAGE SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEMNG DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAYS REVIEW AND APPROVAL OF PLANS AMC PERMITS FOR SAME PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE COKSTRUM AS RELEASING THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING FROM AND TO THE EXTEPIT OF THE SOLE NEGLIGENCE OF THE CITY OF FEDERAL WAY. ITS SUCCESSORS AND ASSIGNS. THIS SUBDIVISION, E cA1tON, RELEASE. INDE7MNIRCA11ON OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE VATK THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: RUSSELL N. HILLS SUSAN A HILLS STATE OF WASHINGTON )) 88. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT RUSSELL N. HILLS AND SUSAN A. HILLS SIGNED THIS INSTRUMENT AND ACKNOWLSDGE6 IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC PRINTED NAME DATED MY APPOINTMENT EXPIRES -- RECORDER'S CERTIFICATE .................... APPROVALS: CITY OF FEDERAL WAY Examined and approved this -day of . 20- DEPUTY PUBUC WORKS DIRECTOR Examined and approved this_day of , 20- CDMMUNITY DEVELOPMENT DIRECTOR KING COUNTY RECORDING NO. VOL./PAGE DEPARTMENT OF ASSESSMENTS Examined and approved this -day of , 20_ Assessor Deputy Assessor 3021049173 Account Number SW 36 M PLACE FOUND MONUMENT IN CASE STERLING WOODS VOL. 247, PGS 92-93 4 10.31' FOUND MONUMENT FOUND MONUMENT CASE IN CASE SW 31FSRD PLACE 1 K8iO3'4-'u'W 481.D9 Ri 481.&S MT () - - 1 x; AgAi� -FTHELWIN HEIGHTS VOL 71, PG. 8 LOT 11 LOT 10 LOT 9 I LOT 8 LOT 7 P'saf (C] II ID.32' (fit) 1fORTH EIfiE� STY 1A SE t/4 SEG W-21-4 1� ij NEST LINE i NE 1/4, SW 1/4. SE 1/4 SEGO`` 30-21-4 30:00' 11.07 [C] 11.41' ) VERTICAL DATUM NAVD 88 (NAVD 88 - 3.52' = NGVD29) BENCHMARK 2I9.88' (C) 220.00' (R2) NWSI'G9-W 414.17 (C) 414.40' (R2) LOT 1 FOUND REBA & C a J 1NNDD ROM & CAP 0.4' EAST OF CORNER g --- - ,� 2.0' NORTH OF LINE $ c� LOT 2 v LOT 4 .v. KCSP 1086038 $ REC. NO. 8803100658 n m_ = ,.-L-M44 LOT 3 a=90-&59' EAST LINE z SW 1/4, S-- 1/4 1 W.71 C i94. RZ SEA, 30-21-4 NW46.54-W M79' (C) 635.11' (R2) FOUND REBAR & CAP H S�� IE 0.2' NORTH OF CORNER jj SLY 1/4. SE 1/4 I SM 70-21-4 CONTROL DETAIL SCALE 1'=100' I WIGS SURVEY CONTROL POINT /B817 CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE. IN A STANDARD WSOH MONUMENT CASE, WITH PUNCH MARK, LOCATED IN THE MIDDLE OF THE t"WR-- er 21cr wwcNuc cw .wp sw. aee�f/ STREET ELEVATION=400.96 FEET (NAVD 88) HORIZONTAL DATUM NAD 83(2011) (ESTABLISHED BY WSRN GPS NETWORK OBSERVATION) BASIS OF BEARINGS N88'42'38'W BETWEEN FOUND MONUMENTS ON SW 366TH STREET CONTROL NOTE SECTION BREAKDOWN PER PLAT OF MOUNTAIN MEW HEIGHTS, VOL 150. PGS. 97-10o TRANSLATED TO NAD 83(2011) DATUM INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM C OV" OF LOOP^ W S fe 2a.aaa. IN ACCORDANCE Y474 WAG 332-1 a6 . LEGAL DESCRIPTION LOT 4 OF KING COUNTY SHORT PLAT NO. 1086038. RECORDED UNDER KING COUNTY RECORDING NO. 6803100658 LAND SURVEYOR'S CERTIFICATE filed for record this ........... day of .......... 20....... at. ..... M This Boundary Line Adjustment correctly represents a survey made by me or under my direction in conformance with the in book .......... of ........ at page......... at the request of requirements of the appropriate state and city statute and DAVID B. MATTHEWS.................................. ordinance In ....... ..., 20...... .. ...I ........................... Mgr. Supt. of Records ............................................ DAVID B. MATTHEWS CERTIFICATE NO. 36804 PORTION OF S.W. 1/4 of S.E. 1/4, S. 30 T. 21 N., R. 4 E.M.M. PL VICINITY MAP N.T.S. SUBJECT TO: PER FIRST AMERICAN TITLE INSURANCE COMPANY FILE NO.:4204-2962307.DATED AUGUST 21, 2018 1. FACILITY CHARGES, IF ANY. INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES SAND EWER S� SCCLLOSED BY INCHARGES SoR SEWER. WATER AND PUBLIC TRUMENT RECORDED UNDER RECORDING 89 Or 210.. WAY WATER AND 2. 1ERMS, CONDITIONS, PROVSIONS AND STIPULATIONS OF THE OPERATING AGREEMENT OF, VERISTONE HOMES 4 U.C. ACCORDING TO SAID AGREEMENT DATED FEBRUARY 17, 2017, RNETT BORDNER ANO/OR Dcudu IM i-rYco .Sw154� .EwoeAlv�GER(S) T�EZ.or ANY AMENDMENTS TO SAIM AGREEMENTmo BE M,WACER(S) AS PROVIDED FOR THEREIN, SUBJECT TO SAID AMENDMENTS, IF ANY. 3. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR 6TH AVENUE ENTERED CSOUTHWEST AS GRANTED TO THE AS OMMISSIONERS RECORDS PAGE 541UBLIC RECORDS OF DISCLOSED COUNTY,ORDER SHI 1N FUME 33 OF 4. EASEMENT. INCLUOING TERMS AND PROVISIONS CONTAINED THEREIN GRANTED TO PUGET SOUND DISTRIBUTION,SYSIEM. WASHINGTON RCORDEDCORPORATION OCTOBER 19,1193311 �ERAND/OR o DING955 S NUMBER 1226611169, 5. FASEMW, INCLUDING TERMS AND PROMSONS CONTAINED IHEREN, IN FAVOR OF CITY OF TACOMA POLE AND ANCHOR AND EQIJIPMENT RECORDING N AND VIER iRING91�BUTiON WIRES. SERVICE WIRES AND GUY WARES, RECORDED CINDER 6. ON THE ACE OF THE. SURVEYEASEMTSUIONS NDER RE/OR ,'ORDING�NO.. 850MOSIODB.OACHMENTS TANm OR DELINEATED 7. ANY AND ALL OFFERS OF DEDICATION, CONINTIONS. RESTRICTIONS. EASEMENTS. BOUNDARY DISCREPANCIES g ENCROACHMENTS,CNOR RECORDING NUMBER PROVISIONS OR DISCLOSED BY SHORT PLAT NC. 0. ON THEFACEOF THE,SURVEY RECORDED UIONS NDER RECORDING N0. 808049001MENTS NTANED OR DELINEATED OYYNER SUSAN & RUSSELL HILLS 1306 SEA HORSE CT PUNTA GORDA FL 33950 APPLICANT TY PENDERGRAFT VERISTONE HOMES 4, LLC NE. SUITE 210 8725 TM AVENUE KIRKLAND, WA 98033 (425) 250-6112 SURVEYOR DAVID MATTHEWS ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 ENGINEER NICOLE MECUM ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 1425) 392-OM Encompass k ENGINEERING & SURVEYING Ite 165 N.E. JUNIPER ST., SUITE 201 ISSAQUAH, WA 98027 PHONE: (425) 392-0250 FAX: (425) 391-3055 TAX PARCEL LOT AREA COMPREHENSIVE PLAN 3021049173 144.190 S.F. (3.31 ACRES) SFR-MEDIUM DENSITY ZONING RS 15.0 MIN. LOT SIZE 15,000 S.F. MAX. LOT COVERAGE 50% SETBACKS W LD FFRONT - 20 FEET Q SIDE - 10 FEET EACH 0- REAR - 10 FEET 1-1 G .MATT THE HILLS SHORT PLAT u7 o; DWN. BY DATE JOB NO. JEF/DBM 3/4/19 17739 7 gyg95 SHEET ILLAIW CHKD. BY SCALE aJf%19 DBM 1'=100' 1 OF 2 RECEIVED APR 17 2019 OF FEDERAL WAY NrFY DEVELOPMENT LakehaVOR WATER & SEWER DISTRICT EWER CEIRTIIFTCATE _ - Lakehaven Water & Sewer District — Development Engineering Section 31623 — 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ® Short Subdivision (6) ❑ Binding Site Plan - ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 3021049173 Site Address: 364XX -- 6th_ Ave SW Lakehaven GIs Grid: H-14 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 3.500 sf (ea. lot) Applicant's Name: Veristone Homes 4, LLC SEWER SYSTEM INFORMATION 1. ❑ Sewer service can be provided by service connection to an existing " diameter sewer main that is approximately feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ® Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ® a. 800-F - feet of 3" & or " diameter sewer main or trunk to reach the site; and/or ® b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or l� d. Other (describe): Lakeh venD v Joper Fxtenslo ree nt re wired rrentl active Lake a en project 631600 L�xten to fare a per Lakehaven policy 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation'or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. nt Other: ewer Service Connection Per i re u' d i la sub's to c m le io of a cia ed E A ems project 42 above). Private Grinder Pump Agreements it Comments/special conditions: I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVE O MENT ENGINEERING UPER R Signature: ' Date: RECEIVE® APR 17 2019 3021049173 swr.docx (Form Update 113/17) CfTY OF FEDERAL WAY COMMUNfTY DEVELOPMENT Page 1 of 2 3021049173 swr.docx (Form Update 1/3/17) Page 2 of 2 1, VVA1 FR & SEWER DISTRICT 11NATER CElF�T�FICATE [iF i141iAi4A� _ Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S # PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 31if: Email: DE@Lakehaven.org This certificate is Intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ® Short Subdivision (6) ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 3021049173 Site Address: 364XX - 6th Ave SW Lakehaven GIS Grid: H-14 Ex. Bldg. Area to Remain: NIA s New Bldg. Area Proposed: 3,500 sf (ea.) Applicant's Name: VFrlct ne Home 4. LLC WATER SYSTEM —NF0MATJQN I tel 1. ❑ Water service can be provided by service connection to an existing " diameter water main that Is approx ma y feet from the site. 2. ® Water service for the site will require an Improvement to Lakehaven's water distribution system of: ® a. 4 + - feet of 8" diameter water main to reach the site; and/or ® b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be Implemented and/or constructed; and/or ® d. Other (describe): Lakehaven D v to E n I n A r nt reoWr . Ex n € r er L shaven pipligy. 3. ® a. The existing water system Is In conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system Is not In conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay In issuance of land use approvals or permits. 4. ® a. The subject property Is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Water service Is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: DE A rem #2 above)-rmuist be accepted by Lakehaven, prlo n I o i n activatign s. Comments/special conditions: The nearest fire hydrant Is approximately 300+ - feet from the Pro (as marked on map on the back of this page). Fire Flow at no less than 20 psi avaliable within the water distribution system is 1.000 GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional information. 538 Pressure Zone Est. Meter Elevation(s)-GIS: High 380+/-, Low 360+/- Est. Pressure Range at Meter(s) (psi): 59-77 I hereby certify that the above water system Information Is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: D VELOP E T E INEE ING ;UPERVISO Signature: Ems.—.. --- ADD 9 7 nn4n Date' Ar Cooprr' 00 5 V N -CHKOC-ier> 1116/iq �� 3021049173 wtr.docx (Form Update 1/3/17) CiTY OF, Page 1 of 2 COMMUNITY DEVELOPMIE� 3021049173 wtr.docx (Form Update 1/3/17) Page 2 of 2 STUDENT WALKWAY ASSESSMENT FOR THE HILLS PRELIMINARY SHORT PLAT PREPARED FOR: TY PENDERGRAFT 21803 SE 246TH STREET MAPLE VALLEY, WA 98038 PREPARED BY: ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER ST., SUITE 201 ISSAQUAH, WASHINGTON 98027 (425) 392-0250 DATE: March 5, 2019 REVISED: CITY OF FEDERAL WAY FILE NO. ENCOMPASS FILE #17739 Site Address: King County Tax Parcel No.: Proiect Narrative 364xx 6tb Ave SW, City of Federal Way, WA 302104-9173 This project involves developing a 3.31-acre parcel into 6 single family residential lots, access from 6t' Ave SW onto a new dedicated road ending in an intersection with 3rd Place SW and a stormwater access tract. The dedicated road will be developed with 5 ft sidewalks on the north side of the road to 3rd Place SW, where landscape tracts are established as well as 5 ft sidewalks on the east and west sides of the road. SCHOOL INFORMATION: The school age children from the proposal will attend the following: E_ntewrise Element 35101 5 h Ave SW, Federal Way, WA 98023 253-945-2600 Illahee Middle School 36001 lst Ave S, Federal Way, WA 98003 253-945-4600 Todd Beamer High School 35999 16th Ave S, Federal Way, WA 98003 253-945-2570 CURRENT BUS STOPIWALIUNG INFORMATION See attached Pictures and rotate ma s Enterprise Elementary: an established bus stop is located within walking distance. The Enterprise Elementary bus stop is one street north from the development. Students will walk north from the proposed dedicated road/development entrance on SW 365th St on the new proposed sidewalk, they will turn north at 6tb Ave SW and walk approximately 500 ft along a 6-8 ft wide vegetated shoulder to the stop located on the corner of 6th Ave SW and SW 363rd Place. Illakee Middle School: is located within walking distance. Mahee Middle is located along 1st Way SW. Students will walk south along 61 Ave SW on a 6-8 ft wide vegetated shoulder to SW 366th Street. Then they will head east along a 14 ft wide gravel road and a 5 ft wide concrete sidewalk towards lst Ave S for approximately 2,000 feet. Then they will head north on 1" Ave S along a 5 R wide concrete sidewalk for approximately 1,500 feet onto the middle school grounds. There are 5 ft wide concrete sidewalks on both the north and south side of SW 366' St beginning at the intersection of 3' Ave SW. There are also 5 ft wide concrete sidewalks along 111 Ave S, the west side beginning at the intersection of SW 368th St, and the east side beginning at the intersection of S 363rd Pl. Todd Beamer High ,school: an established bus stop is located within walking distance. The Enterprise Elementary bus stop is one sitreet north from the development. Students will walk north from the proposed dedicated road/development entrance on SW 365d' St on the new proposed sidewalk, they will turn north at 6 h Ave SW and walk approximately 500 ft to the stop located on the corner of 6t' Ave SW and SW 363rd Place. Enterprise Elementary and Todd Beamer High School - Bus Stop Route (1) Intersection of 6th Ave SW and SW 366th St (North) (2) Intersection 6th Ave SW and SW 363rd PL (North) Safe Walk Map (Enterprise Elementary/Todd Beamer) r fit, d t li _ :may ��M }• + - ,.'r'_ k 7;I, � i:ii �j •- �� I1 fR �'7 �j 1 l.. i s�z, — y _ ... _...... --- - ._ .._..... _ . _ ..._.--_�-_.....�:s.wsa���r =:� i• �ueifYt'--.- 'L�7s:bL�r..._�a,.. r.�._...__. �. __ -.. _ 'Imp" M7 Safe Walk Map (IIlahee Middle Schaal) SAFE WALKABILITY ROUTE PLAN Illahee Middle School located at 36001 1st Ave S, 98003 is 0.33 miles from the site. The walk route from 6th Ave SW, south to SW 366th St, east to north to the school grounds. Federal to the 1 st Ave Way, WA school is S, and Authen!isignID, 72877673-OF53 4E3E-83A1-99319CTA5E29 EXHIBIT B Letter of Authority To: The City of Federal Way, and other goverrunental authorities with jurisdiction over the property described below. Ladies and Gentlemen: On October 18, 2017, the undersigned ("Seller") entered into a Real Estate Purchase and Sale Agreement (the "Agreement") with Veristone Homes 4, LLC ("Buyer") for the property legally described on attached Exhibit A (the "Property"). The purpose of this letter is to confirm to you Sellers' agreement that Buyer may proceed to act in Sellers' place to so further process, modify or extend any pending applications entitlements or permits associated with the Property, and to make application for new entitlements and permits related to the Property, without any further consent or authority from Sellers; provided, however, without Sellers' prior written consent, none of same may bind the Property or Sellers unless and until the close of escrow occurs under the Agreement. SELLER: Russell Hills Authenh 1111 TF201 T T30,00 PM PST 11 /17/2017 Date: SELLER: Susan Hills en! FgAAi uoan Mika 1111712017 3-33 42 PM PST 11117/2017 2017 Date: 2017 CITY OF Federal Wav MASTER LAND USE APPLICATION R 9 ° �. 7% DEPARTMENT OF COMMUNITY DEVELOPMENT ' ° E C � �� " b 33325 8"' Avenue South Federal Way, WA 98003-6325 APR 17 2019 253-835-2607; Fax 253-835-2609 www.ci!yqffqderalway.com CITY OF FEDERAL WAY I I ^�n GaMM�� DEVELOPMENT W `"I 1 APPLICATION NOW 0 v — 5 V` Date Project Name The Hills Preliminary Short Plat Property Address/Location 364xx 6th Ave SW Parcel Number(s) 302104-9173 Project Description The proposed development includes a six -lot short plat containin two private access easemments, stormwater facilities. lialf-street public road improvements and associated utilities. PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use X_ Short Subdivision Subdivision Variance: Commercial/Residential Required Information RS 15.0 Zoning Designation SF/ . Density Comprehensive Plan Designation N/A Value of Existing Improvements N/A Value of Proposed Improvements International Building Code (IBC): NIA Occupancy Type Construction Type Applicant Name: Ty Pendergraft / Veristone Homes 4, LLC Address: 6725 116th Ave NE, Suite 210 City/State: Kirkland, WA Zip:98033 Phone: 206-391-6883 Fax: Email: W@veristonecapital. Signature: Agent (if di &-t t ian p scant) Contact: Name: Nicole Mecum / Encompass Engineering & Surveying Address: 165 NE Juniper St., Suite 201 City/State: Issaquah, WA Zip: 98027 Phone: 425-392-0250 Fax: Email: nmecum@encompasses.net Signature: Owner Name: Veristone Homes 4, LLC (contract purchaser) Address:6725 116th Ave NE, Suite 210 City/State: Kirkland, WA Zip: 98033 Phone: 425-250-6112 Fax: Email: typ®veristaneca)�al.671 Signature: �� i fq�—, Bulletin 4003 — January 1, 2011 Page 1 of 1 k:\Handouts\N4aster Land Use Application DigiSigner Document ID: 9d533e38-2541-49ae-a9dd-02b23ec23fdc APPROVALS: KING COUNTY RECORDING NO. VOL./PAGE CITY OF CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS ral FedeWay Examined and approved this ____ day of —_--_--_---_, 20—_-_ Examined and approved this _-__ day of —___----__--, 20____ --------------------------------------------- Deputy Public Works Director ____ Assessor --- SCALE: 1 inch = 200 ft. 111111 REVISED JUNE 2015 Examined and approved this ____ day of ____-_______; 20____ __________________________________ ---- 100 0 200 400 SHORT PLAT Deputy. Assessor PORTION OF NO. 19-101820- 00- SU Community ment Director y Development P Account Number __-__—______ ---------- _ S_W.1 /4 of _ SE _1 /4y S. _ 30 - T, 2 — R. 4_E _ CITY OFFEDERAL E R A L V V � Y I p� A I CENTER OF SECTION 30 FOUND CASED MONUMENT- FOUND EAST QUARTER VICINITY MAP KING COUNTY, WASHINGTON 2" BRASS DISC WITH "X" CORNER SECTION 30 1/4" BRASS SLUG, SET SET IN CONCRETE; DOWN 0.3' (7/26/2016) IN CONCRETE, DOWN 0.3' NOT TO SCALE LEANING NORTHEAST RIGHTS —OF —WAY N 89°05'30" W 2622.36' (8/15/2016) 3 SW 356TH ST rl N 89°05'30" W 655.59' r N 89°05'30" W 655.59' N 89°05'30" W N Li 130 1311.18' Rights -of -Way graphically represented on this short plat have / 30 29 Q ¢ d N been deeded to the City of Federal Way by Statutory Warranty Deed. King z = w W County, Washington recording number:--------------------=--- 99 DEDICATION Q0 FOUND 1 /2" PLUG W/PUNCH IN KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned 05 4"X4" CONC. PED. IN CASE, on DOWN 0.9' (9/09/2019).co sw asl H sr owners of interest in the land hereby short subdivided, hereby declare = MONUMENT WAS PLACED 9.77 FEET FOUND TACK IN 3/4" SITE this short plat to be the graphic representation of the short subdivision WEST OF THE CENTERLINE OF 6TH > LEAD PLUG IN CONC. made hereby, and do hereby dedicate to the public forever all the w AVE. SW ALSO BEING THE W. LINE Q IN CASE, DOWN 0.6' easements and tracts shown on this short plat for all public purposes OF THE NE Y4, SW Y4, SE Y4 PER � (9/09/2019) os indicated thereon, includingbut not limited to arks, open space, p p P THE PLAT OF THELWIN HEIGHTS ! PROPERTY DESCIPTION utilities and drainage unless such easements or tracts are specifically ;� (R4). THE RIGHT—OF—WAY OF 6TH _ 9'77 `"— I identified on this short plat as being dedicated or conveyed to a person P 9 Y P o AVE. SW IS CALCULATED FROM THE S 89°03'12" E 481.91' LOT 4 OF KING COUNTY SHORT PLAT NUMBER 1086038, RECORDED UNDER RECORDING or entityother than the public, in which case we do hereby dedicate P Y WEST LINE OF SAID SUBDIVISION. ® z SW 363RD PL. NUMBER 8803100658, RECORDS OF KING COUNTY WASHINGTON. such easements, or tracts to the person or entity identified and for I — the purpose stated. EXCEPTIONS TO TITLE Further, the undersigned owners of the land hereby short ` LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST subdivided waive for themselves, their heirs and assigns and any N AMERICAN TITLE INSURANCE COMPANY GUARANTEE NO. 3180190 DATED OCTOBER 4, 2019. IN person or entity deriving title from the undersigned, any and all claims >---- _N S 88°49'13" E 414.35' N PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM for damages against the City of Federal Way, its successors and assigns N. LINE NW 1/4, SW 1/4, SE 1/4 c`to AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS which may be occasioned by the establishment, construction, or main— c l w N PLAT. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED SUBDIVISION GUARANTEE TO tenance of roads and/or drainage systems within this short subdivision w PREPARE THIS PLAT AND THEREFORE QUALIFIES THE PLATS ACCURACY AND COMPLETENESS TO other than claims resulting from inadequate maintenance by the r iv co °No N 01°36'54" E 292.19' THAT EXTENT City, of Federal Way. ci A=90°11'32" d- Further, the undersigned owners of the land hereby short n N R=25.00' 1. NOT REPORTED HEREON. subdivided agree for themselves, their heirs and assigns to indemnify and w to o L=39.35' RUSSELL AND SUSAN HILLS _ hold the City of Federal Way, its successors and assigns, harmless from — 4 PARCEL NO. 3021049173 0 2. NOT REPORTED HEREON. any damage, including any costs of defense, claimed by persons within or z ' (.0o, without this short subdivision to have been caused by alterations of N S 88°45'40" E 183.66' ;� z 3. SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK—UP, OR the ground surface, vegetation, drainage, or surface or sub —surface L` ' o CONNECTION CHARGES AND LATECOMER CHARGES FOR SEWER, WATER AND PUBLIC FACILITIES water flows within this short subdivision or by establishment, con— 0) 1n OF FEDERAL WAY WATER AND SEWER AS DISCLOSED BY INSTRUMENT RECORDED UNDER struction or maintenance of the roads within this short subdivisic�. z 7 ♦. RECORDING NO. 8905120210. Provided, this waiver and indemnification shall not be construed as releasin Cv N 88°457,, W 623.64' the City of Federal Way, its successors or assigns, from liability for o N 01°25'52" E 61.09' P 4. SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES damages, including the cost of defense, resulting in whole or in part S 88°45'30" E 30.00' \ � FOR 6TH 4,VENUE SOUTHWEST AS GRANTED IN VOLUME 33 OF COUNTY COMMISSIONERS RECORD from the negligence of the City of Federal Way, its successors, or assigns. z PAGE 341 RECORDS OF KING COUNTY, WASHINGTON. This subdivision, dedication waiver of claims and agreement to wz (0 hold harmless is made with the free consent and in accordance with the 5. SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN GRANTED TO desires of said owners. W. LINE NE 1/4, SW T/4; SE 1/4 z PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR ELECTRIC AND/OR GAS J TRANSMISSION AND/OR DISTRIBUTION SYSTEM, RECORDED OCTOBER 19, 1931 UNDER IN WITNESS WHEREOF we set .our .hands and seals. 1 RECORDING NO. 2695169. EASEMENT LIES WITHIN RIGHT—OF—WAY FOR 6TH AVENUE SW. S. LINE NW 1/4, SW 1/4, SE 1/4 W (� N 00 6. SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN FAVOR 00 OF CITY OF TACOMA FOR POLE AND ANCHOR AND EQUIPMENT ON AND STRING DISTRIBUTION RUSSELL N. HILLS `' — WIRES, SERVICE WIRES AND GUY WIRES, RECORDED UNDER RECORDING NO. 4663091. THE AREAS w LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. SUSAN A. HILLS o OVERALL UO FOUND SOUTH QUARTER 143,830 S.F. 3.30 ACRES ) 7. SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS State of Washington ) CORNER SECTION 30 z 1/2" LEAD PIPE WITH RIGHT OF WAY FOUND SOUTHEAST `V 25,906 S.F. 0.59 ACRES :-TION 30 CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NO. 8505069008. SS. &YELLOW County of ) 3/8" REBAR INSIDE, TRACTS 18,606 S.F. 0.43 ACRES z ILLEGIBLE, 8. SUBJECT TO ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS; I certify that I know or have satisfactory evidence that 30 LEANING WEST NET PLAT (8/15/2016) "A�E 99,318 S.F. 2.28 ACRES (R1) (R2) BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR 9) DISCLOSED BY SHORT PLAT OR SHORT PLAT N0, 1086038 RECORDED UNDER RECORDING NO. 31 N 88`32'52" W 652.48' N 88'32'52" W 652,48''S2" 30 29 8803100658. THE 10' POWERLINE ESMT. AF# 2695169 AS SHOWN ON SAID SHORT PLAT IS NOT SHOWN AS DESCRIBED IN DOCUMENT RECORDED AT RECORDING NO. 2695169. signed this instrument and acknowledged it to be (his/her) free and act for the uses and purposes mentioned in the instrument. Wvoluntary N 88`32'52" W 2609:91' 04,95' 31 32 9. SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS Signature of CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NO. Notary Public _ FOUND 1-1/2" IRON 8808049001. Printed name BASIS OF BEARINGS PIPE WITH PK—NAIL IN Dated WOOD PLUG 5.1' EAST 10. SUBJECT TO AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN LAKEHAVEN My appointment expires AN OBSERVED BEARING OF S 89°03'12" E ALONG THE CENTERLINE OF OF SECTION CORNER WATER AND SEWER DISTRICT AND RUSSELL N AND SUSAN A HILLS RECORDED UNDER SW 363RD PL. BETWEEN 6TH AVE SW AND THE CUL—DE—SAC TO THE (10/10/2019) SURVEY INSTRUMENTATION: RECORDING NO. 20180829000827. SECTION 30 State of Washington ) EAST WAS HELD AS THE BASIS OF BEARINGS FOR THIS SURVEY. SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT ZONING INFORMATION ss. UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: County of ) HORIZONTAL DATUM ZONING: RS 15.0 I certify that I know or have satisfactory evidence that FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE / SYSTEM AREA COMPREHENSIVE: SINGLE FAMILY RESIDENTIAL NAD 83/2011, WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, (GNSS). BASED ON GPS OBSERVATIONS UTILIZING THE WASHINGTON STATE ELECTRONIC TOTAL STATIONS,; OWNER signed this instrument and acknowledged it to be (his/her) free and REFERENCE NETWORK (WSRN). INCLUDING TOPCON PS-103A, LEICA voluntary act for the uses and purposes mentioned in the instrument. TCRA 1105 PLUS RUSSELL & SUSAN HILLS 30 VERTICAL DATUM 1306 SEA HORSE CT TOPCON HIPER LITE PLUS GNSS EQUIPMENT, PUNTA GORDA, FL 33950 Signature of NGVD 29 BASED ON CITY OF FEDERAL WAY BENCHMARK NO. W � Notary Public 2167-43-1 WITH A PUBLISHED ELEVATION OF 406.65 FEET. TOPCON GR-5 GNSS EQUIPMENT APPLICANT Q Printed name TY PENDERGRAFT Dated PROCEDURE USED : FIELD TRAVERSE WORKCOMPLIES WITH CURRENT VERISTONE HOMES 4, LLC \ My appointment expires STANDARDS AS OUTLINED IN WAC-332-130-070, -080 AND —090. 6725 116TH AVE NE, SUITE 210 ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS KIRKLAND, WA 98033 TOWNSHIP 21 NORTH 0 REQUIRED BY WAC-332-130-100. (425) 250-6112 RANGE 4 EAST, W.M. > RECORDER'S CERTIFICATE .................... LAND SURVEYOR'S CERTIFICATE ED FMMm CONSULTING ENGINEERS LLC Y T. L THE HILLS SHORT PLATEg � Z�ZQ filed for record this ........... day -of .......... 20....... at ...... M This Short Plat correctly represents a survey made by 33400 ne2osHAve' I ®� me or under my direction in conformance with the Federal Way, WA98003 FEDERAL WAY (253) 838-6113 d�$ .� Cr 1 RA E'^ AY in book..........of........at page.....:.:.at the request of requirements of the appr priate State and City www.esmcivll.com EVERETT (425) 297-9900 DWN. BY DATE JOB NO. Statute and Ordinance In Oct ber, 2019 Civil Engineering Land Surveying Land Planning rr Public Works - ( Project Management I Landscape Architecture �'`•.,. 4492eJ .................... ... ...... .... -r` `— RFG/MKA 2/13/2020 2069-001-019 CHKD. BY SCALE SHEET ZA ARY T. LENNON L Mgr. Supt. of Records Certificate No. 44925 1 0 1 ZTL 1 1"=200' 1 1 OF 3 DigiSigner Document ID: 9d533e38-2541-49ae-a9dd-02b23ec23fdc Federal Way LEGEND SURVEY REFERENCES RECORDING NO. = FOUND REBAR AND CAP AS NOTED (R1) SHORT PLAT NO. 1086038, RECORDED UNDER RECORDING NO. 8803100658. ® = FOUND MONUMENT IN CASE AS NOTED (R2) RECORD OF SURVEY RECORDED UNDER RECORDING = SET MONUMENT IN CASE NO. 20101006900004. Q = SET REBAR AND PLASTIC CAP MARKED "ESM LLC 44925/45782" (R3) JAKE TAYLOR ROAD SURVEY NO. 30-21 -4-3, KING COUNTY COUNCIL RECORD VO SCALE: 1 inch = 40 ft. R = RADIUS L. 33, PAGE 341 , ESTABLISHED MAY 5, 1934. REVISED DUNE 2015 SHORT PLAT 0 = DELTA (R4) PLAT OF THELWIN HEIGHTS, PLAT VOL. 71, PAGE L = ARC LENGTH 8, RECORDS OF KING COUNTY. NO. 19 —1018 2 0 — 0 0 — S U TRACT A 11 = INDICATES NOTE NUMBER ON SHEET 2 OF 3 CITY OF FEDERAL WAY TRACT A, AS DEPICTED HEREON IS RESERVED FOR O = INDICATES TITLE EXCEPTION NUMBER ON SHEET 1 OF 3 STORM DRAINAGE FOR LOTS 1 THROUGH 6 AS CREATED KING COUNTY, WA S H I N G TO N O = INDICATES EASEMENT PROVISION NUMBER SHEET BY THIS SHORT PLAT. ON 2 OF 3 0 NOTE S. LINE OF THELWIN HEIGHTS AS PER PLAT RECORDED IN VOL. 71 AT PAGE 8 OF KING COUNTY RECORDS AND ACCORDING TO FOUND MONUMENTS AT THE CENTERLINE OF SW 363RD PL. THE GEOMETRY OF THELWIN HEIGHTS DOES NOT MATCH WITH THE ALIQUOT PARTS LEGAL DESCRIPTION OF THE OVERALL PLAT, BEING A SUBDIVISION OF THE SE 1/4 OF SAID SECTION 30 AS DEFINED BY THIS SURVEY. DIMENSION CALL -OUTS SHOWN HEREON ALONG THE COMMON BOUNDARY SHOW THE GAP BETWEEN THE LINE OF SAID SUBDIVISION AND THELWIN HEIGHTS. VERNON JOHNSON PATRICK J. AND SUSAN J. WALSH RAUL SOTO, JR. PARCEL NO. 859490-0110 PARCEL NO. 859490-0090 PARCEL NO. 859490-0080 RS 15.0 RS 15.0 RS 15.0 THEE WIN HEIGHTS I I VOL, 71 PA GE 8 30' MW 30' 110 CHUNG II AND SUK JIN LEE PARCEL NO. 302104-9171 RS 15.0 PHIL GIBONEY PARCEL NO. 302104-9059 RS 15.0 0=90'1 1'32" R=25.00' L=39.35' LAURA SIMONIAN PARCEL NO. 302104-9172 RS 15.0 N 88'45'40" W 183.66' 30,00' N 01 ' 25' 52" E 61.09' � o °0 — -1 VOL./PAGE _SA 1 /4 of _ SE _1 /4, S. _ 30 _ T. 21-N R. 4-E— EASEMENT PROVISIONS O30' INGRESS, EGRESS AND UTILITIES EASEMENT ACROSS LOTS 1-4 AS SHOWN HEREIN. O20' INGRESS, EGRESS AND UTILITIES EASEMENT ACROSS LOTS 5 AND 6 AS SHOWN HEREIN. O10'X10' PRIVATE SEWER EASEMENTS ON LOTS 1 AND 4 AS SHOWN HEREIN. O10'X15' PUBLIC WATER EASEMENTS ON LOTS 4 AND 6 AS SHOWN HEREIN. O10' PRIVATE STORMWATER EASEMENT ACROSS LOT 3 AS SHOWN HEREIN. O10' PRIVATE STORMWATER EASEMENT ACROSS LOT 5 AS SHOWN HEREIN. JESUS DIAZ LANDAVERDE PARCEL NO. 859490-0070 THANG VAN TRAN RS 15.0 PARCEL NO. 859490-0060 S. LINE OF THELWIN HEIGHTS SEE NOTE RS 15.0 N 88'49' 13" W 414 -..335' r----------- 114.03---------------i ------------- 115.00'------ '------, 185.32' 1.37' 5' BSBL (TYPICAL) N. LINE N 1 /2, NE 1 /4, SW 1 /4, SE 1 /4 TRACT A a, oo (18,605 S.F.) o 2 3 0 (17,615 S.F. GROSS) ; (17,700 S.F. GROSS) w 00 (15,140 S.F. NET) i (15,225 S.F. NET) o 20' BSBL 0 (TYPICAL) O ; 10' STORMWATER o �J - - EASEMENT z (v-) 0 N 88'45'40" W N 88'45'40' W-------N 88'45'40" W 184.86----------------- 15.00' 15.0C' _ N 0 1 ' 14'20" E Zp' INGRESS, EGRESS rn N 01'14'20" E __--'� �_� 15.00' N L AND UTILITIES EASEMENT --- 15.00' - I y O O \ M , I ('^) W - - - N 88'45'40" W 99.91 ' - DO - N 88'45'40" W 100.00' - - 5 (18,830 S.F. GROSS) I o U Q I (15,130 S.F. NET) o 6 N 30' INGRESS, EGRESS Q O o d AND UTILITIES EASEMENT o ; 10' PRIVATE --� O O � STORMWATER EASEMENT Z 20' BSBL CV v o z ao iW i , W L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o0 1 oN w o o F--------------N 88'45'40" W 164.44---------------T Lo (15,060 S.F.) 4 0 w 0 0 _ (15,000 S.F.) o o d z z 0) 0) o O N Q z 30' INGRESS, EGRESS 6 O AND UTILITIES EASEMENT Z 10'X10' PRIVATE (15,110 S.F.) o SEWER EASEMENT o O10'X10' PRIVATE 20' BSBL 0 ----------------- vi iri - 3 SEWER EASEMENT o (TYPICAL) j 10'X15' PUBLIC z----- -�- /� WATER EASEMENT 10'X10' PUBLIC J-- 100.89' i i 100.00' WATER EASEMENT 20.00' 164.03' 8.00, N 88°45'40" W 414.92' SW 365TH ST N o 623.66' o_o (ROW DEDICATION) -� N (25,909 S.F.) =2.52' 10' DRAINAGI= EASEMENT TO BE RECORDED MONTEVISTA PARTNERS, LLC PARCEL NO. 302104-9069 RS 15.0 NO T PLA TIED MONTEVISTA SHORT PLAT IN PROCESS AT THE TIME OF THIS SURVEY t 00 I N 88'45 40 W 62'3.64' w MICHAEL D. MARTIN PARCEL NO. 302104-9052 Q RS 15.0 MYKHAYLO BILOVOL I PARCEL NO. 302104-9154 CLARENCE ONEILL Q_ OPOLE AND ANCHOR AND EQUIPMENT ON AND STRING RS 15.0 PARCEL NO. 302104-9088 DISTRIBUTION WIRES, SERVICE WIRES AND GUY WIRES NOT PLATTED RS 15.0 J RECORDING NO. 4663091 **TO BE RELINQUISHED** I O > RECORDER'S CERTIFICATE ................... filed for record this ..... ...... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made b; me or under my direction in conformance with the requirements of the applYriate State and City Statute and Ordinanc ?HARY ber, 2019 Z T. LENNON Certificate No. 44925 ®CONSULTING ENGINEERS LLC 33400 STH AVE, I ® I I , Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 QQ Al% 0 F THE HILLS SHORT PLAT WIN. BY RFG/MKA DATE 2/13/2020 JOB NO. 2069-001 -019 Civil Engineering Land Surveying Land Planning Public Works 1 Project Management I Landscape Architecture o ... 44925 CHKD. BY SCALE SHEET �►'ALLA2� ZTL 1 "=200' 2 of 3 02/14/2020 DigiSigner Document ID: 9d533e38-2541-49ae-a9dd-02b23ec23fdc TAX PARCEL 302104-9053 12" CONIC IE=390.68 SIGN 12" CONC. IE=390.17 LEGEND 0 SIGN POST CITY OF N WATER VALVE 0 GUARD POST IQ FIRE HYDRANT OHP-- OH^ OVERHEAD POWER LINE edera F® WATER METER T PAINTED TELEPHONE LINE 0 SEWER MANHOLE —w— PAINTED WATER LINE REVISED JUNE 2015 (0 STORM MANHOLE — o — STORM LINE SHORT PLAT ❑ CATCH BASIN — s — SEWER LINE NO. 19-101820- 00- SU o MAILBOX WOOD FENCE CITY OF FEDERAL WAY © POWER VAULT o o CHAIN LINK FENCE KING COUNTY, WA S H I N G TO N ® JUNCTION BOX ¢ UTILITY POLE ❑ T TELEPHONE RISER F— GUY ANCHOR ❑TV CABLE TV RISER ¢— LIGHT POLE 12" CONIC IE=394.07 GRAVEL DRIVE _. 12" CONIC IE=394.04 _ I 01 QI ; I ; U, I I 0 � C 011 I , O a III Q O I =IM I� O D AI I I B T 1 1 1 1 , I I I , I , I' I I II I rs ABANDONED 6" AC PER LAKEHAVEN AS-BUILTS LOT 1 TAX PARCEL 302104-9171 CHUNG II LEE RS15.0 LOT 2 TAX PARCEL 302104-9059 PHIL GIBONEY RS15.0 LOT 3 TAX PARCEL 302104-9172 LOT 10 TAX PARCEL 859490-0110 VERNON JOHNSON RS15.0 KCSP 1086038 REC. NO. 8803100658 4=90'11'32" LAURA SIMONIAN R=25.00' ` RS15.0 \ L=39.35' \ 14" \ N 8 45'40" W 183.66' 26" 4-6 CLUSTER- / 7 CLUS11( 2 CLUST 12'� hj%ll i�, g„ I \ S 0. 6' H \\ \ TAX PARCEL 302104-9052 MICHAEL D. MARTIN RS15.0 VERTICAL DATUM NGVD 29 BASED ON CITY OF FEDERAL WAY BENCHMARK NO. 2167-43-1 WITH A PUBLISHED ELEVATION OF 406.65 FEET, RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ............. I ... ................ ....................................... Mgr. Supt. of Records TAX PARCEL 859490-0090 PATRICK WALSH RS15.0 FIR TREE CEDAR TREE DECIDUOUS TREE O MADRONA TREE HEMLOCK TREE ENCOMPASS ENGINEERING & SURVEYING PERFORMED THE TOPOGRAPHIC SURVEY FOR THE HILLS. ESM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION. "I V TAX PARCEL 859490-0080 PAUL SOTO JR RS15.0 \ ;_4 1.0.3; RECORDING NO. VOL./PAGE SCALE: i inch = 40 ft. 20 0 40 80 PORTION OF — S_W.1 /4 of LOT 7 TAX PARCEL 859490-0070 JESUS DIAZ LANDAVERDE RS15.0 SE _1 /4, S. _ 30 _ T. 211-N R . 4-E- 27"18» 12, 1 " 2 loll 4„ » 4 ® 16" 6 S 1.9' 10" � J 6\*8S 1.6'8 13"22� 7" �L 13" � � 18" 8 �9\7'� \ 1 0"� 1� �*� 8 I 12" 12-2 CLUSTE� \ 2 ' � � 0" �16' 10 12" \ 2 a 12" 16") 0 7 13" 12 12" 10J 22" 131, %,10» 6,. I 20" 1 ' t I 7' 7» 8"� 24" 6" 6" 7 1 7 , � --� 10" 6 6" + 20" J 2 1 � l 14� 6 4-10 �LU ER 1 14" 14'\ � 18' � 16 12 \ L., g»12" 2" 26 3"` 4" \ 16" 96" 26" 7> -1 4" -8 CLUS R rn ► CL ER \ 16"' ' 22 4- C U R 16" 1 � � X \ 20" 36' - 6" 1 i6" \ N\ 6' " � 7» 50" Q 6» ' 12" � 1 g � \ .q „ 12" L-I \ 98„ 8' 13 6 � *2' 24" 28\ 9' 12-30 LUSTER\16" 16" c�1 d Lr)1 / 0 14 k ( TAX PA CEL c� 9 7" li..f / \ 10" 11 32„ 10 I 302104069 7" 11" ' 11 8» 6> 8' 4, NTEVISTA 91, 7 0" 8„ 13" 1 15" UJ PARN S r 6» ! \ 26 7» ' E 5.2' R 15. iii 6„ 0 Z �� 7" 8 cn 8 8" 12 4 CLU TER 8" / 6' _ G ,, \ 15'� 5- 0 CLU TER ;v „ 14" 36" ' \\ I � 0 E 10.2' Z 4 CLUSTER ` 11 6' (j l 15" 34 \ \ 5-TO CLUSTER \ Z \ 3 LOT 4 36" 16" � 7 � 28» 14 4-9 LUSTER 8 US R 15" X PARCEL \ 15" 1 11" 10" 11' ' 30 104-9173 , 20" 20 18" 32 28" f 22" "'""3 18" 14" I \ � I 20 8 l (D\ 16" �— 22 12» ?13" 13 ' 18" 26 � 6" 24„ Y�8-24 C U8» 28 W 4.7' R1 �26 7„ 16" 3" 4-2 C S R 6" 20" ( \ � 16' W 1.2' 8" / 16 \ 41 12" 7» 0„ 2„ 4" 0 7»(Do 3' J 4 20 g" 13' i / 20" a , 6" I 10 13» 24" I \ -�- �' 20" \ SHE 1 1 I I2 N 2.9' 12-9TER tiX 1 I 4, N 2.0' 7» 22� 2 I 4 27 \ I 0 1 7„("�j t 1 I N 1.9 \ 10" 7" loll 911 N 88'45' 0" W 623.64 +, S 0.6' 18' CLU) ER N 2.6' I N 2.0' AA�' TAX PCEL 302104-9154 TAX PARCEL \ r MICHAEL & KRISTINE 302104-9088 CLARENCE O'NEILL RS15.0 1, MARTIN RS15.0 5' WIRE FENCE � � \ �� + W(n I +. CD Q J O LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made b.. me or under my direction in conformance with the requirements of the ap opriate State and City Statute and Ordinanc 0 ober, 2019 Z CHARY T. LENNO` Certificate No. 44925 ®CONSULTING 334008THAVE, ENGINEERS LLC ®�+�� Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivll.com EVERE T (425) 297-99oo Civil Engineering Land Surveying Land Planning Public Works I Project Management ( Landscape Architecture THE HILLS SHORT PLAT Q DWN. BY DATE JOB NO. ..4925 59 RFG/MKA 2/13/2020 2069-001-019 LCHKD. BY SCALE SHEET J14/2020 ZTL 1 "=200' 3 0F 3 VICINITY MAP N.T.S. PROJECT TEAM: SURVEY LEGEND: OWNER: VERISTONE HOMES 4, LLC \ � 6725 116TH AVE NE, SUITE 210 l KIRKLAND WA 98033 S ! LOT 4 S I �1 „!/ ! FOUND MONUMENT IN CASE 6883 1 Al I� (206) 391- LET 1 I 15,031 S.F. j " `l` ` <t� �� coNracr. rr PENDERGRAFr TAX PARCEL I I n� \t,i I I o FOUND REBAR &CAP 302104-9171 -- i �`,r' t\\ fir' ENGINEER/SURVEYOR: ENCOMPASS ENGINEERING & SURVEYING — _ _ ' a\ ,vi' I (P? PLAT 165 NE JUNIPER STREET, SUITE 201 I CHUNG II LEE _-1 t\ ��1�• TRACT A �.. RS i 5.0 ISSAQUAH, WA 98027 !i STORMWATER I / M MEASURE✓ (425) 392-0250 l X r 17, 751 S.F. CONTACT NICOLE MECUM, PE/STEVE McCASKEY, PLS — �CALCULATED ' GEOTECH: THE RILEY GROUP, INC. U\ /S (R i) REFERENCE FLAT OF THELWIN HEIGHTS 17522 BOTHELL WAY NE VOL.71, PG. 8 BOTHELL, WA 98011 I I L— \ ' — — — — — — — — — (R2) REFERENCE KCSP 1086038, (425) 415-0551 I t= �� ; ; , i I CONTA RFC. N0. 8803100658 CT: KRISTINA WELLER, PE \\ `�1 / 1 \ atOo ARBORIST SHOFFNER CON SULT7NG I f �i �,i, «,\ �; D4 WATER VALVE 6741 NE 182ND STREET, C401 j LOT 3 ��:� N Jr t't _ KENMORE WA 98028 17,818 S.F. \ii` :�t� I — — — _ FIRE HYDRANT f i t — -- v (206) 755-9407 15,303 S.F. (NET) ,v� I I - �s — - — - I `� ® WATER METER coNracr: roNY sHOFFNER \ i N SEb4ER MANHOLE \ I I M \� i I f I PLAT INFORMATION NOTES: ( @ STORM MANHOLE PROJECT SITE ADDRESS: 364XX 67H AVE SW LOT 2 ( •.� '•�� • � �---" — A TAX PARCEL CATCH BASIN J R 114,190 S.F. (2.62 AC.) I PROPERTY AREA: �.. — — — I z MAILBOX 302104-9059 cv —,- • •r..-r.�—._• — — — I o ^... PHIL GIBONEY I — L — — I TOTAL PROPOSED LOTS: 6 C14_ -- —�-1 ( i I POWER VAULT i Rs15.0 I 1 — — _ - - — — LOT 6 3 I !— — I ( 18,071 S.F. , TAX PARCEL NO.: 302104-9173 ZONING: RS 15.0 o � , sTortM �10o r 1 I 15,068 S.F. NET I ® JUNCTION Box i I ( ) LIGHT POLE M KCSP 1086038 �`! . RFC. N0. { ' I PROPOSED USE. SINGLE FAMILY RESIDENTIAL 880310065$ I f. : •: '. I I ! o ? TELEPHONE RISER ALLOWED DENSITY* 15,000 S.F. PER LOT (10,000 S.F. FOR SEPTIC) I I I '• : ': / j 20' EASEMENT I •FIRE PROTECTION: SOUTH KING FIRE &RESCUE (253) 946-7243 LOT 2 I /R I i ❑Tv CABLE Tv RISER SCHOOL DISTRICT FEDERAL WAY \ ----I SIGN P ,S.F. UTILITY PROVIDERS: z I I + 15,009 S.F. (NET) BSBL (TIP) — — — — — %S ocP GUARD POST WATER/SEWER: LAKEHAVEN WATER AND SEWER DISTRICT 253 941- 1516 �., � I •.v_, ..•.• .•, oNfl— or,a OVERHEAD POWER LINE .. I;I I 1' •'. ' • i i _ �•. • ':• i i POWER/GAS: PUGET SOUND ENERGY (253) 476-6403 i — T PAINTED TELEPHONE L'N — TELEPHONE/CABLE: CENTURY LINK OR COMCAST LOT 4 w —w � I I I j� f AIN?ED WATER LINE — — I I ., • , . I ; — -- I I TAX PARCEL -o so � DESCRIPTION: LOT 3 04-9173 I STORM i LEGAL LINE 25' PRIVATE I 392' I , s 5 SEWER L !NE LOT 4 OF KING COUNTY SHORT PLAT NO. 1086038 RECORDED TAX PARCEL II �TU7XM EASEMENT ! 25 PRIVATE I UN ' j UnUTY EASEMENT DER KING RECORDING N . W03100658 .. 302104-9172 I •'. ,• : f•Q'. I �S j I LOT 5 ❑ ❑ WOOD FENCE I OUNTY R D NG 0 LOT 1 j I I LAURA SiMONIAN I I ' . ' ' �r: I I I 17,514 S.F. II RS15.0 O. I`. JS ti. a CHAIN LINK FENCE VERTICAL DATUM: 17 I i ,448 S.F. I 1 15,035 S.F. (NET) I I cc I 15,404 S.F. (NET) J : I NAVO 88 ! JS UTILITY POLE R=25.00 PROPOSED I I PROPOSED I/ S I L=39.44' R.O.W. EAS�yT I_ —EASEMENT T PROPOSED I I F— GUY ANCHOR e=90 22'S9' DEDICATION I ( — — — — — -- — — — -- _ I EASEMENT — 23,188 S.F. I — — — — — — — / FIR TREE BENCHMARK: .. N88 46'54'W 194.71' (C) 194.83' R2 I •J •' .: I I � I CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE IN A I — -- ( ) — I , I I a CEDAR TREE STANDARD WSDH MONUMENT CASE WITH PUNCH MARK LOCATED IN • •• 1 M'THE MIDDLE OF THE INTERSECTION OF 21 ST ' . ._. 4. ''.. • • .... •• : a. ; ' = . ; . — , DECIDUOUS TREE AVENUE SW AND SW. A. � + u�.,IDLOI.S � P �, , r , . *..3567H STREET .. ca _ .. ►� E - LEVATI N .9 . y f �9 A" 4 0 400 6 FEET vR N G A TREE !. 4 -7 • . N 36 a •S r 88' 4 r• • ' -�� �,—•,: •54. : :s•5•2 _s, aa•4.t D1•' { f iR HEMLOCK Er HO RIZONTAL R/ZONTA LDAT UM. ASPHALT•245� NAD • 83 2011 I N88'46'54-W 634.79' (C) 635.11' R2 — 1 I ! TAX PARCEL i TAX PARCEL I BUILDING SETBACKS: I, 302104-9052 302104-9154 • TAX PARCEL 302104-9088 1 MICHAEL D. MARTIN ! MICHAEL & KRISTINE i CLARENCE O'NEILL FRONT - 10 FEET, 20 FEET GARAGE RS15.0 � MARTIN RS15.0 I RS15. 0 " j I R REAR - 10 FEET I SIDE - 5 FEET OR COMBINED 16 FEET SIDE FLANKING STREET - 10 FEET TITLE SHEET COVER SHEET 1 NOTES AND SECTIONS 2 EXISTING CONDITIONS 3 TESC/TREE RETENTION PLAN 4 ROAD AND STORM DRAINAGE PLAN 5 COMPOSITE UTILITY PLAN 6 ROAD AND STORM DRAINAGE PROFILES 7 NOTES & DETAILS 8 NOTES & DETAILS 9 (ESTABLISHED BY WSRN GPS NETWORK OBSERVATION) BASIS OF BEARINGS: N88 42'38`W BETWEEN FOUND MONUMENTS ON SIN 366TH STREET CONTRACTOR RESPONSIBILITY - CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE C0N7R4C70R SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDIN477ON OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTTLMES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY 0774ER U77LMES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. IRECEiVED APR 17 2019 aw OF FEDERAL. WAY • cuNrrr DEv.oPMENn' Know what's below. Call before you dig. Z �:Q _ ON E � E o0 Y CN Ld 0 Z W v? m Q•i i cu � z d Ln 17739 04115119 1 "-30' NEW RA NOW CJA 1 of 9 THE HILLS PRELIMINARY SHORT PLAT' SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON GENERAL NOTES: EROSION/SEDIMENTATION CONTROL NOTES: CONSTRUCTION SEQUENCE: DRAINAGE NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUC110N MEETING. 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONS7RUCTION MEETING. AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (LE. SIZE AND LOCATION OF MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPUCANT AND APPLICANTS 2. ALL CONSTRUCTION SKILL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC),' APPLICABLE ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). CONSTRUCTION REPRESENTATIVE. ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS ZALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(l). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, 2. FLAG CLEARING LIMITS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION OT APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL(KCSWDM). IT SHALL BE THE SOLE MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE J. INSTALL STABILIZED CONSTRUCTION ENTRANCE. RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR UNIFORMLY DENSE UNYIELDING BASE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS ALL CORRECTIONS SHALL BE AT NO 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY " 4• INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3.STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE. FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO 5. INSTALL OFFSI7E' CATCH. BASIN PROTECTION. 3. THE DESIGN ELEMENTS WITHIN THESE PEWS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY THE CITY 4.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SMALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPUCANT/CONTRACTOR FOR THE DURATION OF 6. CONSTRUCT SEDIMENT TRAP OND. ENGINEERING CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED MISSED BY SIDEWALK SHALL HAVE SOLID LOCKING LIDS ALL DRAINAGE STRUCTURES ASSOC14TED WITH A PERMANENT CONSTRUCTION. LL PLAN LOWED UNLESS ENGINEERING PEW REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. REIENTION/DEIENTION FACILITY SHALL. HAVE SOLID LOCKING UDS 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4 OR 4-5. CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS CONSTRUCTION (LE DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY ETC.) PROPERTIES, OR VIOLATE APPLICABLE WATER STANDARDS 9. ROUGH GRADE S17E AND INSTALL STORM CONVEYANCE SYSTEM AND 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONS7RUCTION MEETING MUST BE HELD 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFIICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR RE7ENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. BETWEEN THE CITY OF FEDERAL WAY, THE APPlICAM; AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES 10. INSTALL REMAINING UTILITIES AND BUILDING. SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS AND 6. A SIGNED COPY OF THESE APPROVED PEWS MUST BE ON 774E JOB SITE WHENEVER CONSTRUCTION 1S IN PROGRESS. 7 ROCK FOR EROSION PROTEC71ON OF DITCHES, CHANNELS AND SWALES WHERE REQUIRED, MUST BE OF SOUND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, 11. FINISH GRADE SI7E AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 =8' RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). SIDEWALKS; CURBS AND GUTTERS 7 ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS ROCK/4OX-70X PASSING, 2"-4' ROCK/3OX-40X PASSING, AND -2' ROCK/1OX-20% PASSING. INSTALLATION SMALL 7:00 AM. TO 8.00 P.M., MONDAY THROUGH FRIDAY, AND 9.00 A.M. TO 8.00 P.M. ON SATURDAYS. BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS RECYCLED 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/CONMCTOR AND 12. COMPLETE SI7E STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED PROPER FUNCTIONING. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 AM TO 3.00 PM. MONDAY THROUGH FRIDAY. WRITTEN 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 8.LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE 14. REMOVE TEMPORARY EROSION CONTROL FACIU77ES WHEN SITE IS COMPLETELY STABILIZED. 9. IT SHAM BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS SHALL CONFORM TO THE FOLLOWING: WET SEASON, SHALL BE IMMEDIATELY STABILIZED W17H THE APPROVED ESC METHODS (LE. NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. A EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST l LEVATION ON THE LOT, SO AS TO SERVICE ALL SEEDING, MULCHING NETTING, EROSION BLANKETS, ETC.). 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DIRNEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBI 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE STREET LIGHTING NOTES. NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL ADDRESSED WITHIN SEVEN (7) DAYS. REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWA7ER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION 1. THE CONTRACTOR SHALL. ACQUIRE AN ELECTRICAL PERMIT FROM THE CI7Y5 BUILDING PRIOR TO CONSTRUCTION. . 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND M41MTAINEED A MINIMUM OF DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF 7HE :ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. SERVICE CABINET. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED ''STORM'. THE STUB - OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE 2. UPON COMPLE71ON OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED OR POLE TO SERVICE CABINET, CONTRACTOR SHALL NOTIFY THE BUILDING EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS Z04 AND, IF NON- PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, THE ELECTRICAL INSPECTOR CONSTRUCTED IN ACCORDANCE W17H THE WSDOT/APWA STANDARD SPECIFICATIONS. METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. INTO THE DOWNSTREAM SYSTEM. WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO THAT ELECTRICAL 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKRLLED 5/8'CRUSHED ROCK AND COMPACTED 11.STAB►UZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE SERWCE CAN BE AUTHORIZED. TO 95% DENSITY. A HE N TRENCH WIDTH IS 18 INCHES OR LESS AND IS WITHIN THE TRAVELED WAY, TRENCH D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 3. THE CONTRACTOR SHALL COORDINATE POWER SOURCE AND SERVICE LOCATION WITH WILL BE BACKFILLEED WITH CONTROL DENSITY ALL LOTS ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT THE U77UTY COMPANY. (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE CLEAN AND TRACKING IN THE ROADWAY DOES NOT OCCUR FOR THE DURATION OF THE AGGREGATE WILL BE 3/8-INCH MINUS E THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT PROJECT 4. THE CONTRACTOR. SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (LE. POWER, GAS, TELEPHONE, TI].EWISION). 12,WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D,SEC71ON D.2.4.2 OF THE KCSWDM (1-800-424-5555) AT LEAST 3 DAYS BEFORE DIGGING. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95X DENSITY IN ACCORDANCE W17H WSDOT 2-06.3 F. ALL INDIVIDUAL STUB-OU75 SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. - ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 5. FIELD ADJUST POLE BASES TO BE LEVEL NTH SIDEWALK SURFACE (SEE CITY STANDARD DRAWINGS 3-39A AND 3-43). 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND N07ED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED IN G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN 6. LOCATE LIGHT POLES SD THAT THE POLE IS A MINIMUM OF SIX (6) FEET BEHIND THE ACCORDANCE VWTH KCRS 8.03(B)3 SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHAD PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION FACE OF CURB, AND THE LUMINAIRE EXTENDS TWO (2) FEET BEYOND THE FACE OF 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, UL77MATELY AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A CURB. LIGHT POLES SHALL NOT BE LOCATED WITHIN THE SIDEWALK. POLE BASES MAY PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDLE ACTIONS TO PROTECT LIFE, HEALTH, AND CITY PUBLIC WORKS INSPECTOR PH.1 (253) 835-2700 TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE BE LOCATED WTHIN THE SIDEWALK ONLY WITH CITY APPROVAL. SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN USED AS A TEMPORARY SETTLING BASIN. 7. JUNCTION BOXES SHALL BE LOCATED BEHIND THE SIDEWALK, AND WITHIN FIVE (5) CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED FEET OF THE POLE RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL REQUIRED, FAST GERMINATING EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-OZ23 - TRAFFIC CONTROL, SHALL APPLY. .e. ANNUAL OR PERENNIAL RYE AT GRASS SHALL BE APPLIED AT AN APPROPRIATE RATE (i. 8. CONDUIT SHALL BE SCHEDULE 80 PVC UNDER ALL STREET AND DRIVEWAY CROSSINGS. APPROXIMATELY 80 PER ACRE). SCHEDULE 40 PVC CONDUIT IS ACCEPTABLE UNDER LANDSCAPED AREAS. IZ CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION 15.WHPLI STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL 8E OF THE T LIGHT SYSTEM BY KING 9. IMMEDICOUNTY FINAL nBOXES STREET OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. LIGHT SYSTEM JLLOWNG ALL SHALL BON ESPOTWELDED SHUT USING A 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 1' WELD ON OPPOSITE CORNERS. 16. MANAGEMENT PIZ4CTICES PROVIDING SIGNIFICIWT TREE PROTECTION SHALL BE PROVIDED PER 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SECTION 19.120 OF FWRC. SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GE07ECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. CROSS SECTION TYPE X 2 LANES + DI TCH - 25' ACCESS/DRAINAGE/UTILITY EASEMENT 36' 2420' 17' 7' 7' 2" - CLASS B ASPHALT 2% 2� MINIMUM PAVEMENT SECTION COMPACTED SUBGRADE LOCAL 1 1/2" CRUSHED TOP COURSE 0.25' HMA CL Y2', PG 64-22 0.17' CSTC 2 1/2' CRUSHED SURFACE BASE 7 0.42' CSBC C/L STORM SYSTEM [SEC TION 8 DWG. NO. SEC TION E Lic Ks LOCAL 3_2X ROAD A & 8 S.W. 365TH STREET r; v� W �z a N a F. E. if s`SIONAL 04115119 Q. cc O O T Lift Q cD U �► W ���hh vJ z J CL CL ►J J Z W Ln 0 M 01 M d' N � o Ln N ■ Z orn V)o rn M � W N � fa( �000 N o -� a 4 ;q r c C fV E a. C 00s ■ c'n, Z �>N 3c o 1- 0010, L W c � 13 UZw o � �Z W L L y�i �C cu � Z JOB NO. 17739 DATE 04115119 SCALE NIA DESIGNED NEM DRAWN AA CHECKED NEM APPROVED CJA SHEET 2 Of 9 THE HILLS PRELIMINARY SHORT PLAT 1 N. R. 04 E. W.M. o ? 4 OF SE 1/4 OF SECTION 30, T. 2 , SE / .. L WAY STATE O CITY OF FEDERA F WASHINGTON . o 0 20 30 `SCALE 1 30 ,q. j II I - I 12" CONIC :. I I - - - w '—w —w IE=396.89 }, 1..... _ o.. EX. 4" AC WM PER LAKEHAVEN w w. - 052 a --1..... RECORD DRAWING #W 0 FOUND MON _ , .1. AL DESCRIPTION: IN CASE � ! ..: a . . EEG I SW 303RD PLACE 3 I. I.I.....o... FOUND MON RECORDED .. 1086038 ..,, CONIC �' . } � (.. .. .� .____ — „ — — — — — — — — IN CASE . LOT 4 OF KING COUNTY SHORT PLAT N0. , 1 C — - — — fS UNDER KING COUNTY RECORDING NO 8803100658 = 96.90 0) o �........ N89'03 45 W 481,89' (R1) 481.85 (M) ' IE 3 _ .. , i VERTICAL DATUM: -7 -106 11x s ' .. I. �. 0 � - "6 AVE SW / NAVD 88 ..... "SW 363 PL" DEAD END" — 1 TAX PARCEL �i Il .... j % �- 302104-9o5D � � � BENCHMARK: i CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A I I I I ! I STANDARD WSDH MONUMENT CASE, WITH PUNCH MARK, LOCATED IN . O ! I I I ? F w w THE MIDDLE OF THE INTERSECTION OF 21 ST AVENUE SW AND SW I I 356TH STREET ELEVATION=400.96 FEET z of I # . . 'm � o I I ! HORIZONTAL DATUM: LLJ3.2 NAD 83(2011) ,.�. 1 (ifI I r� Q VE I I (ESTABLISHED BY WSRN GPS NETWORK OBSERVATION) ilk I VIP. I i ROAD CENTERLINE BASIS OF BEARINGS: PER THtLW1N HEIGHTS a o THELWIN HEIGHTS ? , AND KCSP 1086038 1111I 1 �' MAIL 1 �� ! BOX VOL, 71, PG. g LOT 9 ! I 1 SIN �3s6TH STREETN FOUND MONUMENTS ON �.. } : o LOT 11 LOT 8 i 1 TAX PARCEL LOT 7 CONTROL NOTE: 859490-0090 + TAX PARCEL � ' fi. PATRICK WALSH 1 859490-0080 TAX PARCEL SECTION BREAKDOWN PER PLAT OF MOUNTAIN VIEW HEIGHTS, VOL X o I I ( LOT 10 RS15.0 PAUL SOTO JR 1 859490-0070 ! ! j � RS15.0 j JESUS QIA7 LANDAVERDE 150, PGS 97-100 TRANSLATED TO NAD 83(2011 DATUM TAX PARCEL RS15.0 859490-0110 VERNON JOHNSON RS15.0 FOUND REB\ R & CAP \ �� I \ INSTRUMENTATION I Q I \ \ I i INSTRUMENT USED: 5 SECOND TOTAL STATION. I I I I I �1 t 1 w �- LS #367 5, r \ �� \ �, \ \ I I \ / /' 1 a \ �, % 2.0' NORTH LINE #J+- ; °'' I N \�6 J66 �� �6� s8� A� �4 \ / 3�6� �� ��2 T FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM o cA a? \ ( ►� 8\ FOU REBAR4 705 I . !- \� 12==,\ 25 7 0' ) I �� \ " \ \�54�` 3 . i 0.4 =A OF CORN 1 CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC A� 13 _ \ 7 \N88°51'09"W 414.17' (C) 414.40' (R2)�=� \ \ \ 1 332-130-090. 1 o I 1 4 i 219.88' (C) 220.00' 'R2) L ` T— I — —T--� — j- —T-i- — - = — — — `III _ , 0\ 1 . \11° f\ I I I 1 r ' ; 24' / ` \ 12'\ #4• 1i3° 26 \ \\7 \ \ \ ,��. \ I >- \ ; 4" \ I l I 16" \ \ \ " \ 26" " \ la... � \ 18 \ s I 1I I \ \ 1 6.. PAVED j l Jl I ( It . 1, 10". I 8 \ t 13. ! 14'} i 1 7 12� \ 13 7" \ \ st \ \ \ \ i I DRIVE )NwwrI 1 y 18' \ LEGEND LOT 's 6• \ '. �e.+�� \ \ I I I 1z" I 10" f 12-24C CLUSTER 16. 8 \ �" 12f \ �) II I �. I 8" \ \ 0". \ \73 \ \ l I j / ' 20' f \ \ \ & FOUND MONUMENT IN CASE I(� a TAX PARCEL 16" 1 , 302104-9171 1 \ \ 12" CONC I ...� . I " \ I 1 ! ' ( 7„ 1 1\ \ \ I FOUND REBAR &CAP �, _ ( E CHUNG II LEE 1 1 ( \ IE=394.0. ; L f c LVED \ 7" � \ \ \\ \ 1 " � I t �`" � , 1 \- ? \ 22' \\ \ \ 13# \ 10' (P) PLAT ' \ r ' 12' 8� 2O' 2 \ 4a \ I ..:. 1 I �RiVE i 8(` I 16" \ \ \ I 1 I t 1 " I 2 \ I\ (M) MEASURED "; GRAVEL.:] ..O \ a! \ 7" 6 8 6 _ DRIVE 1 _ 7 6° ` \ \ \ 12' 1 7* 1 \ 1 ; - I \ 10' }'. \ G :r` �. 'i. \ { t7:" 7„7) I I 6" ;5 \ 0" j ;'"\ 1 " 26" "\ _ v (C) CALCULATED 7 \ ELWv N H_ 11 \ I I 14- O CL TE \ \R \ \ 1 16" 12" 14 \ \ 1� \13" (R1l REFERENCE PLAT 0 TH-, ` i\ FIGHTS, 12" CONCI - — — — -- \ \ 1 1 ` \ \ \ VOL, .1, PG. 8 E- �� I }....� ...... 3 . MAILo ri 6= s \ 12„ \ \ � \ 394.041 0\X 1 ��\ 2" I I 1 \ \\ 26 \ * \\� 16 \ v REC. NO^8803100658^ ! i�r \ \ I \ (R2) REFERENCE KCSP s0 b038, 1 23'I I \ 2Ple I r 1b 12 \ \ `\ 0� `26"\ } 124 ( Q4-8 CLUS� R \ \ \ �I �\ 2 s-1� CLU�TER \ I \ \�" 11" \ \ \\ x \ 16 \ I m WATER VALVE I 4-CLU' TEES 2" 1 16 \ \ 91( \ \ \ W FIRE HYDRANT I 1 ? \ GAVEL I \ 2Q" \ - p \ 0 1 1 a\ I DRIVE I ,7" 12" l ;? 2 \ \ " li I.. 1 8 Q 2' i " \\ \� `\ 1 \ \ \ I T '• , 6' j t \ \ 12 , ( ® WATER : ER METER LOT 2 7 I \ " "\ o 28 ...I.l. a ; ` "1 " 6 4" 24" \ \ t 127-3 CLUSTER\ 16 16 SEWER MANHOLE i TAX PARCEL I \ 6 \ qp 8„ 7" I 1 t J I % ;I \ �/ Q❑ STORM MANHOLE II i a 302104-9059 " � a ' I lE ...j�� I v \ " 4 2 . ) 6 14" \ CATCH BASIN a ABANDONED 6" AC ���� GIBONE : r-- 6 6" 1 t i 1,° 1 \ 8\ \ 10fl1\\ 1 i I. ' PER LAKEHAVEN RS15.0 1' \ " 7" ! / 1 i 1 ! AS-BUILTS r 8 a 1 �� 7" \ � t1� \ � 4i o MAILBOX \ I i / " t \ 8 \ \14 15 \ 7" 1 20" ! J , " 1 > 8" \ '^i 1 POWER VAULT I Ijcoo 3 i KCSP 1086038 co r 6„I I I i \ ) 7 \ " ; \ CV 'I ® JUNCTION BOX REC. Nv. 8803100658 ( i / 76 TAX PARCEL \ \ \ \ 302104-9053 `ice Ilj �. i w� ` 8 \ j 7 \ \ \' \ \ 8� 1�-24 CLUSTER 28' / 8 i 6� \ \ " 15� �\ Ii` 'LIGHT POLE I \ 6" \ \ \ \ \\ \ ! ' s \ \ 16 \ 28 \ \ ❑ T TELEPHONE RISER ! I\ \ 1 \ \ I\ MOX, � 5b1ILUS7R \ \ .�.�BOX, — M I \ \ \ \ \ I ! 6' / 14" , \\ 10� �`J ❑ TV CABLE TV RISER � i z \ 1 \ / TTTiii \ \ �1 \ j j p 5" \ c SIGN POST \4— usTER 5— CLUSTER { \ \ 46" \ \ 11 \ \ oGP GUARD POST 1ol� .. \ \ \ orP �P— OVERHEAD POWER LINE I E t CGRAVEL \ I \ 8" \ LOT 4 \ 36" \ 28" \ l 1 i �i 1 ( f o. 1 CL DRIVE I 11 j 1 \ \ \ — b \ \ 7" \ \ " =1 1 I1 ( ' �_8 \ " TAX PARCEL j \ 15 \ -- — PAINTED TELEPHONE LINE .... I " ?4-9 LUSTER \ S 15 \ \ \ \ \ 302104-9173 I 20" _ _ 20 \ \ 1 j ( \�.;..: 14 1 I 10 1" ` \ \ \ \ LOT 3 \ 16' 18I^ \ t 28' \ \\ w — w PAINTED WATER LINE f \ \ " ` 18 �,v.-< t , so so STORM LIME TAX PARCEL 7 1 I ' ' \ , \ 22 16� ` 7 22%,J ' \\ 302104-91 , — / \ \ I " \ 1 i 20t i 30" I \ s — s SEWER LINE Il 1 LAURA SIMONIAN j RS15.0 t I�.W I \ 12 I 13" ; \ \ ( ( 24' 1� 2 / I I �; o — WOOD FENCE I \ \ 18-24 tJSTER i \ i \ " 0� 1 1_ I _ " \ \ 21" I 13 \ \ 14- CLUTER`; 1 \ ; 2 \ „ 16 ` 1 \ I o -- CHAIN LINK FENCE t 018 R= 25.00' \ I 20" " \ \ i 1 t 1 a4' I I ) \ ; \ ¢ UTILITY POLE _ f e=90 22'S9" \ r I I 16" \ \ ,j 12, 0, I _ 4„ \ L:, v 8 12 I 14 7 I . " ( 1 20" 2t3 \ GUY ANCHOR 81!46'54'W 194.71' (C) 194.83' (R2) " �8 I j114# �I #�24' 1 _ 20� \\ ?' FIR TREE — I \ 1 _ �— -- i 1" I I tt 18" / / 7" 13 \ 6" 3 I I I !i 6 1 24" \ \ I c rr 6" CEDAR TREE I \ 21 l \ 3. P `o, 26" 4-6STER C .......... 7" r 11 14 I 7" I I II I, t \ \2' 12-1 LUSTER \ \ I DECIDUOUS TREE ( � 12- \ \ \ 12" CONC I i :I 11 , 8" " , } 15' I ' t } j 4" \ ` 27" n \ 11' • AIADRONA TREE . �:. 3. 1 18 6A 10- LISTER 5 8 I \ IE=39O.68 4-- CLUSTER " \ \ 1 I I I 7 L00 10 \ I i I " t 1 HEMLOCK TREE \IQ \ \ - —r — — — — 422 ` ASPHALT 1.' .: ,� \ N88'4s'S4'W 634.79' (C) 635.11' (R2)\ SW 365fh ST ... o. t. I o \ FOUND REBAR CAP �� 9 1 cLUsR� ��, \ l\ \ I STREET 0.2 NORTH OF CORNER �9 \ ! . SIGN H P j i I \ \ d� 12" CONC. o I \... \ TAX PARCEL I \ \ 1 f t I TAX PARCEL I`,> E=390.17 I I = cV I \ o rn TAX PARCEL 302104-9154 i ► 302104-9088 ! i ,`', \ \ 302104-9052 ' MICHAEL & KRISTINE / ' CLARENCE O'NEiLL 6, a MICHAEL D. MARTIN MARTIN RS15.0 i t k k .. �. o RS15.0 RS15.0 Know what's below. Call before you dig. t3j z 0 y 22V 6 O •��. MSC A � a 0 42676 '6G13TERg' OPAL LAIC 04115119 _ o LL s Q Q O Z wLLJ � z U CL NW �L C U J W: J 2 W 0 aN cv � �r Z.0 0 Z o N M > N C ■ C 'V YGJ E0''xx V � o �4 cm c�, n f V Z0 ��E00 Wcv aN �, UW t° z V ..jZ O V Y ■ w Z JOB NO. 17739 DATE 04115119 SCALE 1 "=30` DESIGNED NEAM DRAWN JRA CHECKED NEAT APPROVED WA SHEET 3 of 9 3/4" - 1 1/2" \\//\/� \/ /\'/t `` 1 MIN. DEPTH OVERFLOW SPILLWAY TEMPORARY CULVERT MIN. 1' DEPTH �>•` /. • 12" TEE & PERFORATED NATIVE S011 OR . r\�\ \ `��\\ 2'-4' ROCK ' STAND PIPE COMPACTED ,��/ � ` � \./ • B4CKFILL \j j\\j/ , MIN. 1' DEPTH 3/4 =1 1/2" WASHED GRAVEL 12' OUIFALL GEOTEXTILE TRAP OUTLET STAND PIPE / GRAVEL CONE SEDIMENT TRAP S NIS GALVANIZED S7EEL POST OR 2'X4' DOUG FIR OR EQUAL 5' SURFACE AREA DETERMINED AT 2'x2' 14 GA WIRE FABRIC 4 MIN TOP OF WEIR 1 _ _ I PROPEX SILTSTW FILTER FABRIC OR EQUAL - 1, MOVERFLOW l' MIN. `y 3.5'-5NEWLY GRADED OR 1 'L 18" MIN. 1NSIURBED SIDE FLAT BOTTOM RIPRAP 3/4 =1 1/2' 2'-4' ROCK 4- WASHED GEOT EXTIL.E GRAVEL TRAP MAY BE FORMED BY BERM OR BY DISCHARGE TO STABILIZED CONVEYANCE, WASHED ROCK OR PEA PARTIAL OR COMPLETE EXCAVATION OUTLET OR LEVEL SPREADER GRAVEL Vn CROSS SECTION 4 SILT FENCING NT'S AREAS TO BE RETAINED 5 L = THE DISTANCE SUCH THAT POINTS A THE ROCK MUST COMPLETELY COVER AND B ARE OF EQUAL ELEVATION THE BOTTOM AND SIDE 5 �11 ��" e B 2"-4' ROCK SOLID WALLS FILTER MEDIA FOR DEWATERING CHECK DAM SPACING CHECK DAM DETAIL NTS Z- CATCH BASIN GRATE PH ■ E M M O■ M■■ M■ ri NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 - C.F. OF STORAGF; THE MEANS TO DEWATER THE STORED SEDW NT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN INSERT NTs i LEGEND: FOUND MONUMENT IN CASE I 64 X L 0 FOUND REBAR &'CAP ` (ID PLAT (M) MEASURED (C) CALCULATED I (R1) REFERENCE PLAT OF THELWIN HEIGHTS, r� �O-OG VOL. 1, PG. 8 (R2) REFERENCE KCSP 1086038, REC. NO. 8803100658 IX WATER VALVE FIRE HYDRANT ' ESI WATER METER L SEWER MANHOLE \ @ STORM MANHOLE ❑ CATCH BASIN - o MAILBOX POWER VAULT ® JUNCTION BOX t}-� LIGHT POLE x \ ❑ T TELEPHONE RISER N \ O TV CABLE TV RISER v ` d SIGN POST I N oGP GUARD POST oHP ewr OVERHEAD POWER LINE 04 T - PAINTED TELEPHONE LINE ' 7- w - w PAINTED WATER LINE SD - se STORM LINE s - s SEWER LINE C WOOD FENCE c> o CHAIN LINK FENCE b UTILITY POLE HE � � GvY ANC=OR X L FIR TREE CEDAR TREE DECIDUOUS TREE } MA�RONA TREE HEMLOCK TREE \ !. ! ASP' IALT i LEGAL DESCRIPTION " HE THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, i TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON, 7 EXCEPT THE SOUTH 30 FEET THEREOF. j TREE UNITS REQUIRED / RETAINED GROSS AREA = 3.31 AC. 1 R.O.W. = 0.53 AC. 1 .. NET AREA = 2.78 AC. TREE UNITS REQUIRED = 2.78 x 25 (SF ZONE) = 70 -% TREE UNITS RETAINED = >70 DUE TO NVFPS ARBORIST WILL CONFIRM CALCULATION - GRADING I i- CUT = 9,200 C.Y. ' FILL = 3,700 C.Y. NET = 5,500 C.Y. (FILL) \ I \ GROUND COVER NOTES 1. ALL EXPOSED SOILS TO REIN UNWORKED TO BE STABILIZED WITH APPLICATION OF HYDROS® EXCEPT WHERE OTHERWISE NOTED 2. SLOPES GREATER THAN lox TO BE PROTECTED WITH STRAW MULCH AFTER APPLICATION OF HYDROSEED. 3 FOR SLOPES GREATER THAN 20% SURFACE TO BE ROUGHE)YED - PRIOR TO PLACEMENT OF HYDROSEED AND MULCH. GROUND COVER TABLE O TRACK WALK MU MULCH HS HYDROSEED •O 0 - 510, 20 30 SCALE 1 = 30' EROSIONISEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE' AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). Z THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING UMI7S SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTMTIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. Z ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABIUZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATIENTTON, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. lO.AT NO TIME SHAD. MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12.WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D. SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13.ANY PERMANENT RETEN170NIDETEN7ION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SERUNG BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRL47E R47E (LE. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE) 15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES 16.MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF FWRC. CONSTRUCTION SEQUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSIRUC77ON MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPUCANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS J. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFS11E CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT TRAP/POND. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE S17E AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. - 10.INSTALL REMAINING UTILITIES AND BUILDING. - - CROSS SECTION 11.FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS 12 IN. MINIMUM 12.COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. ............... _...... - 13.CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL _ I-, SEDIMENT AND DEBRIS. " T-J - iI- I- GEOTEXIILE 14.REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS NOTES. COMPLETELY STABILIZED. 1. PAD SHALL BE MAINTAINED WHEN SOIL IS EVIDENT ON THE SURFACE OF THE 100 1? PAD OR AS DIRECTED BY THE CITY CLEARING AND GRADING INSPECTOR. - 2. PAD THICKNESS SHALL BE INCREASED IF SOIL CONDITIONS DICTATE OR PER GROUNDE)aSTING n 15 FI EX (,BTHE DfRECTION OF THE ITV CLEARING IND MID GRADING INSPECTOR • iff RIP J. MINIMUM DIMENSIONS MAY BE -4j MODIFIED AS REQUIRED BY SITE • . �; 1_ I -a� CONDfR01NS UPON APPROVAL OF THE 70TEX7ILE BENEATH CITY CLEARING AND GRADING QUARRY SPALLS INSPECTOR. 4 IN. TO 8 IN. QUARRY SPALLS Know whafs below. ROCK CONSTRUCTION ENTRANCE Cal I before you dig. N7s 0 2 5 y �b oLE E. WA � x 39897 4 O IR� SSIONAL 04115119 CL z N�N �L Z rr2^ O LL T r'► Z Uj �. 0 1 r+ , Uj Uj a W LU CC vJ U � W LU >h 0 M � 4 X si O w V)o ' r� m ZGIs evi v, d� c`r�ic MIDII O �sll� E.c c c C ei 65 CZ' 0z i:< �: EC-ON �E �sYGIN UZ_ _ u� Z � V C0 W m ua`� L .yJ i °_a V r UJI o z 4s JOB NO. 17739 DATE 04115119 SCALE 1 "=30' DESIGNED NEM DRAWN RA CHECKED NEM APPROVED CIA ET 4 of 9 .. I ., ( `�► ' ' ',(', • , •t •. , ', ', , ; � ,i t ,' • 1 # �. I \ \ 50' DISPERSION +', ', •' , , \, ', '�; , �<� I �0, 3 LOT 2 1RENCH W/50 , ,� •' , , , i'\', \ VEGETATE3� TAX PARCEL Ce ( \ FLOWPATH- I 1� 173 3Q2104-9059 / o I PHIL GIBONEY _ _I `� `\ I '�"".•'•''',y\.', , ' 'a I \ L </ = RS15.0 1 I - f-- . I i ; -- �- -I - tL_ f \ 80' �-S TRAINT JOl TSi ,iundisturbed ve etafed PRO OSED 10 / / i �f ,T. , ,_---. "\ ; , . i' , \', ;;•�•yi 9 -,---�--,- I \ 0 3 a STORM EASEMENT l _ '�', ; i , ,I'i', ,i • • r--r-- \ PROPOSED I \ - i - - -+ --- --,rl� , outfall i 6' min. of f I I l I.I. o I( KCSP 1086038 1 :.�'•' \ \ 5b' Dl� �NI ,',� "•', •I;; '.�, •. , . '.', '•i �g SD (Typ) \ \ _�= \ • flat sodded ad for I I 3 ' REC. NO. 8803100658 I \ \ TI�ETI(�I W/10o ', .(' '' • "I • ' ', f ' '. • ' i' i i " • ' I \ ` sheetflow distribution P •ts' l FLAT�I •I', "'`'l00' �VYFf'$ �1-20'ASEMENT \ 1 ,)',• •, , ,% \ \ � Pipe O.D. 1 0 a \ , , PROPOSE6 12' I \ \ \ \ \ •.� , =,:►1 ' , . �' , , i ' , • • •'�' \ \ \ \ I \ HE 1' -0 / 1' -0 SD (TYP) ` \ ' ; . ��' ,• , ,, : �• THE HILLS end cap or plug I i '�; , '; ' '�'�" �' � '; ' , i :. \ min min - i.�'', clean out wye from 3 I\ I I ' ` / / \i'=+'r _=_ •' �' ; ;; , , _� 1 - - —,�-- - - \ - - 1 �\ \T��\� pipe / I .. L. I '. •'•ir I / I < \ 1 \ I i 1 �. ; I \ \ 1 \\�� min. rigid 6' perforated i,-,---r-\j pipe laid flat/level LOT 4 \ \ • ' ' • i 1 , '. t I CB w solid cover (locking) 50 DISPER9 • , "'`��'- , ri / type / -- l-- I TAX PARCEL ' , , , , i • , , \\\ LOT 3 ( IVAON302104-9173IFLOW�'AU�,25�PR EASEMENT; • TAX PARCEL \ �A • '�' , , ,'� �;',' ,_ 25' PRIVATE I , , • , , �I \ �. / i I 302104-9 I I I / FL9WPA11'( ; , .� , ,• , ; , I;'; ; I UTILITY EASEMENT , , , , ; • , ', ; , �j 50' LAURA SIMONIAN :2d \ / / \ •/'; ,',/•' ';�'. ".�' 4 ' i , x�6 \ '•�,..►'' , ''' ' I', ' ' ••� I \\ f ` �-- Control I \ , , 100'� ,� ,• '' . , • ' ', • 1 I / ,• • '' ', ; ; ', • ; ', /,. • ' ' " • i influent pipe max structure ' ( CURB RAMP PER I \ I ,�; ; , • ' G ', ', , ' f ' I \ I 3 I I STD DWG N0. 3-11 RS15.0 I I ,.. ' :�''•++ I \ / ( �' �' 1 RESIDENTIAL CURB &GUTTER ' it �\ ° \ U PSS TYP l 1 •• i' ,"'�' ' ' , , , • , I P P ( w/solid ) \ �►•'.'"' , i•� ' SECTION DRIVEW Y PER STD _ 'r�, •� �j\ design cover \ I C. , ' ' '�'• : t ' "�i' i' I DWG N0. 3-6 '/ = Q' I \ PROPOS \ "� • , , • ',i� ' ( i_`- G flow <0.5 CFS per 1 \ PROPOSED 8" PROPOSED I N ( PROP S D i 1 -) H \ Q \ WATER TYP EASEMENT. • :•'� I I EASEME T ` \ 1 ', ' ','�'�' �`', '• i•\' L`ASE� I PROPOSED ` ) I 1,' • , ii ` \ I I �/�\ o . trench STREET NAMESIGN \ PROPERTY ( ) I I WATkR METER TYP) ) • �'1 C, , ' ' • ' ; ', �, • ' 'I "' �; , t I EASEMENT \ \ clean out (( \ PER STD DWG NO. FIRE HYDRANT (TYP) I - __ __ ' ,� �,�, • ' +�•'.• \ wye from . i I m 3-49 & 3-50 LINE (T1P) .:L '! _�� 'Cj--��---- - - +" ." ' __ :'� MATCH EX IMP OVEMENIS 1 \ pipe I - - MONTEVISTA REMOVE ,3 a a ♦( R=35 25.•' (TQ'P) ( : • ( ( I l PROPERTY BA BY i ' LINE TYP PLAN I I 4 ♦ as • W •1 •NTS YYYY n � 3 • a ` galvaniz ed bolts 9 CIO • uS •' e O.D. .cv ' . •�fi1. pipe { ,n 3. 0•••. .V.L 1' �. 3 •• ED 1 - - x 0• a '� • m 8 0. . Y ram• 'u •1 2 r f-- '.� • =--�'- . min ... PROPOSED 1 .��'.••'.••'•'.\'•':•'•�• •�'' min r CULVERT ®0.59d MIN PROPOSED 6" SEWER ED E OF _ 1 • . /\// ///\///\///\ //\\//\\ �\ `' 3 SHOULDER & DITCH SECTION SECTION PAWMENT (TYP) IN - \ EDG OF \ - 1...pressure , M M ,.,; r c- > (T� v' �= : •••. •„ treated STA' W93 76 = SW 365TH ST. \ I // // // o • • • // 2 grade o \ R=35 / ELEV = 87.05 I I I \ `�' �('iG PORT (T f) STA: 40+ ROAD 8 \ grade board �ii\ \\ \\\ \\\ \\\ \ /� 9 2„ ( \ 3 a INTX ! I I ( _ \ STA:i6+65.46 „I - \\/ / ////// /// board notches I I \ \ \ \ ELEV. - 3 PROPERIY LINE 4 \ \ \ �1:103817.8515 d� I E`1265728.6454 TAX PARCEL - TAX PARCEL I ( 1 \ l / i ELEV. - 3�11 a ! I 302104-9154 I I / TAX PARCEL E //\//\//\//\ /� \ I 302104-9052 STA0k00 = SW 3651H ST. MICHAEL D. MARTIN MICHAEL & KRISTINE 3Q2104-9088' 8" :\j/\\\/\\\/\ • ° • min. rigid 6' ��s" T 3 STA:28+0$45-= 67H AVE. SW / CLARENCE O'NEILL `O // // / o I RS15.0 I MARTIN I / I /\\/ perforated i. This trench shall be constructed so (�I I ELEV. 392.88 RS15.0 I RS15.0 5' WIRE FENCE \///\ pipe laid flat I I I.1 \\\ '. as to prevent point discharge and/or erosion. clean - (<590 2, Trenches may be placed no closer 360fines)" 1" than 50 feet to one another. (100 360 0 360 4' X 4' support 360 ....... .... ............ ...................... ::+ washed rock feet along flowline) .:............ o I c post /\\\//\\ 3. Trench and grade board must be t m ......... E o ////// ; level. Align to follow contours of �, ........ ................... /\\\ \� - site. RL ....... .. .. sj�//,\\/ 4. Support post spacing as required by .. . ...................... ........ filter fabnc soilconditions to ensure grade 355 355 SECTION board remains level. \........ ...................... NTS . \ ... EXInN- G G .. E ... . . ..........�. .. . ...... ...... .... ...... 2 . -E.. ......... .:::.. DISPERSAL TRENCH . .. . AC SS TRACT A 1 ............ N. T. S. ...................... ........ TT?AL"T A 350 350 350 a 350 NOTES: ....... ............. ....... - - - - ........... B RM=348.0 .. i .... a MWS .0-- - 1) ASSUMING 3,500 SF ROOFTOP & DRIVEWAY \ ............. .... ........ MWS 347.0 o j AREA, DISPERSAL TRENCH J... L ... TH 5 ... _.... _..... �.... ..... G - 0 ... ...... ... ..... - LF (KCS OM C.2.4.4) LEN W �............... . .. ...... �.... 345 ........ ........ .............. ......... � 343.5 ..... .........:`i' .. . ." ... � .... 345 .:..:... ............ � .... ...... . .. — . ..... �. I 343.5. " LEGAL DESCRIPTION: ..... ............... .. ........ ....... ................. .... \ THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE BOTTOM-3 1.0 \ BOTTOM 341.0 SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, ' 340 340 340 340 TOWNSHIP OW NSHI PO21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY .............. ...................... .. .. ...... ...... EXCEPT THE SOUTH 30 FEET THEREOF. ........ ......... ... •.. . ...................... ...... VERTICAL DATUM: 335 335 335 NAVD 88 -0+25 0+00 1 +00 2+00 335 0+25 0+00 1 +00 1 +25 BENCHMARK: POND SECTION A —A POND SECTION B—B CONCRETE MONUMENT WffH NAIL, SET 0.78' BELOW GRADE, IN A HORIZ. 1 "=30' HORIZ. 1 '=30' STANDARD WSDH MONUMENT CASE, W17H PUNCH MARK, LOCATED Know what s below. VERT. 17-5' VERT. 1'=5' IN THE MIDDLE OF THE INIERSEC77ON OF 21ST AVENUE SW AND M,�s SW. 356TH STREET Call before you dig. ELEVATION=400.96 FEET THE HILLS PRELIMINARY SPLAT., W.M. SE 114 OF SE 114 OF SECTION 30, T. 21 N:, R. 04 E. , o FEDERAL WAY STATE OF WASHING TON CITY OF _ 0 510 20 30 SCALE 1 30 I i ROAD CENTERLINE PER THELWIN HEIGHTS o I I .. _ , HEIGHTS I ,.� ......:... t o � THELWIN I AND KCSP 1086038 (�_131111'11 I .. AI �"JOXVOL-71, PG. 8Q10 LOT 11 LOT 9 I I I I _ I LOT 8 LOT 7 .. o II TAX PARCEL I I 859490-0090 TAX PARCEL I I t - I PATRICK VYALSH I 859490-0080 TAX PARCEL 6' WIDE, 1' DEEP OVER x �I I I I = LOT 1Q } �I 1 ... I . ( o RS15.0 PAUL SOTO JR I 85949Q-0070 FLOW SPILLWAY W/ROCK I I I ... :? I I I TAX PARCEL RS15.0 JESUS DIA, �LANDAVERDE I LINING FLOW PATH ! I RS.5.0 859490-0110 , � � \ CONTROL STRUCTURE o j o VERNON JOHNSON n \ \ \ t I 1 RS15.0 y \ , f I L \ ( t ! I W/GRATED SECONDARY INLET w w \ I00 n Ii.. i �' N ���� �� �� �6, 8; �s6r �°�AX �r 0 T 4 9 v - - F- 14 EL \ \ \ I .114 IT -- LNSPERTON I O I C 6'' \-j1=te"•F` rVi ,�`..,l i' , ,',1 a , '�'• \ \ "01, ,AVEv \ irr;fi:E DRIVE , , , , '±' ' •it • "i �'','• •'/, ', , • r-__- r • i t , j I ' �, i \ LOT 4 ''• ',','' �• I' '' '•,�1o;h' 1 •'�', ', • '',`•,' �_ I 1 + \ \ 15031S.F. • ,,p'• ,,P ,,. ,,, •,�>�', ,.,� r / - w I al II i ' 3 I o TAX PARCEL \ % , (•. ' > {•• ' ,, }', '>, ',/ ' . , • ,1�'''`' ' . i� r'.. w . �, y �'RACT 12" CONC { 302104-9171 I \ \ i'I ',', •' , t ' , N. 1 f _ CHUNG it LEE i� • ' �' ,1 • ,• •�(', ', c,+ 7:. .w OtMUI�ATF3 W W 1 =394.07 RS15.0 �' ' '', ,'• •�'' ( � A W W y W y y W W \ o .. AVEp\J ` j i= L----•-= i. a35W1 yS. F� r DRIVE \ �- I ` 1 r, j t \ W W W W \ RAVEL :t ii i ' ` -�- ; \ \ LOCK L 1 \THICK l � � I � � I I � ROCK LININI`P DRIVE �o\ W W W W •Y +Y-. W W � _ 4- \ I �'•j I j 150' DIS�-RSh ' 12" CONCI AILo I I r I , `r r" j { , ,i�,,��.r� > �' ',�� •• , , ,> •, •. t IE=394.04 I I , OX' I 1. ' > • > _ LOT 3 • • •, • ;�, ' , > , > \, ' - - - - iI c+o 31 \ ! I i I ..fi. I \\ 17,818 S.F.loa• , > ',,,'• ' ' \: . ' I \ \ - \ \ N \ I. 15,303 S.F. (NET) , , ,►',�.' >�',', . �•,', :�>�', , , • ' �•• ,'� I \ ,---ram---�-- I (III ! L .3 �. -� � •+ \ i I > I I ,,;\> ,,,�• ,• ' �',.� \ \ •• , ,� • ' .�,,,� ,I ! I'ao_-� i t II •�1 '' �.. +1t+ t f i iI�• }i > _L,J '�_-,!�' �'��,'YL_, �t��_' __, -' -_ \( \ �•:c; "✓r`' a�;\ ,r('�p , ..R1VEL DRIVE +- LOT 2 ( I '23 , tai 30I -j:'ai,t.li.ar�t;:'-J;' ,'• '', ��,'i,,• >,\'• ,•2i',� • ,,\>•1I t!i t jI I I A TAX PARCEL I • .•�.•'�•''•'' '' - � \ - � -� -! - \ \ I , ', �,`�'� • ,'I� rI: 3021 Q4-9059 - - I , + ',�• '' i , PHIL GleovEY-... t t LOT 6 ',�f.,.,+• • �', .i ' I !� RS15.0 I i �' IJ '_ _- �r J \ \� 18,071 S.F. , • '� I :t ':.:•:. PROf�OSED 1�t , + • , , _�--,---�-- ,r.;,n :^r:.t, 15,068 S.F. (NET) \-=•-=-=---=-- aEASEMENT , J I } I �.... I1 I i i , . : f • \ STORM �:. • ,7,,, .�•,•' > • , • • > ' , , \ 1 KCSP 1086038 _..L... +'•', , •,', ,'',,', f , , • ' • F' , , fi : I i \ \� \i it ti REC. N0. 8803100658 I ` E� , , •� , . '�, ' ' �•' ','� , I \ TAX PARCEL �C. \ >''i'' �'\�00�'1VYFP� ' ' ' ' '1 �' \ 02104 9053 ^ \ 20 I�ASEMENT'+ 12" �? j LOT 2 l 1 \ PR , 17,368 S.F. , .�',,', .f • .�i. , \ \ \ AIXO I \ -- --- I .�,•i �- SDT t Y, ' ;'', '\• , i , .\''' , , p�-�• • ,•,'',' ' /•' ` 1 \ 1' {;• . o.3.,c = 15,009 S.F. (NET) r�, > . �', , �' , • �•'. 1 i All 17 I `t -✓. -`i ,-\ -\-\\�t/ -i `tE \ -t\ \ t` \ \ . `�... i:• II r�,,_ _, • i • '• , GRAVEL J , .T rriDRIVE I ,�• , , • I + I P G '\ j�,9 ... �... i . ! �_ i ' - --' I TAX : PAR 1 '�, , , • , • t cI r > ( 1-. , --r�- - ---rt- c1 ..:BAIT ' i �rt I Ni- . \'.I . . F' i25' PRIVA7 ENCH ',`'.•\, , • \ ' ',� ,'� \ 302104- 3 r: , • ' %!'I t a I , 3 .� I `' LOT 3 r ,i •, ,�� I 1 a U�jUTY EASEMENT i G L \ , 1��... �', '�', • , , ' , •��' .�=�- ' �- 25' PRIVATE r o } ,; i I ,.. f . ; : I T \ \ I \ _ , '� l ', ', ,�i>i •,1 �,`� y , , I UTILITY EASEMENT ; LOT 5', ', I•, '• ' ', err A t: � - "� ',•N, •. •• \ TAX PARCEL i . I\ i LOT lr , /•, ' i, > ;A'.'• ' 1 : I \ 17,514 S.F. ';"•'.'•, , t, , ( �I II . . . I 3Q2104-9172 , , , • , , i' of �fi :� I \ I „ '• ' ,(NET) a LAURA SIA40NIAN I 17,448 S.F. ''' •/' ' 100'��y"�;,5•, •� I Q ! CURB RAMP PER RS15.0 ( '' ) ,' ,> RESIDENTIAL CURB)�jRS.F. t I �': I \ , i , ;,(�; �„r,'t•, ',�•• t ' �� • ', I SECTION DRIVEWAY P�RSTD STD DWG N0: 3-il I , ; . - i GI }f ...I ..3 •r I '�.' .�u I \ PS5) 15,404 S.F. (NET) • C> 'a' '1•, ,�' ,'�',• .� I DWG N0. 3-6 (`T)T� �I t I PROPOSED 8' PROPOSED I �' PROPOSE �• ' i �• ' \ �� I PROPOSED \ �° T l + EASEMENT \EA oIf 1 \ 4i. ' I ', �•'',+' • 1�•,�'>''' '>i1i. •, '• •',;>• , • I `EASEMENT R.O.W. WATER (TYP) EASEMENT I .�•. ;�'i I } , >�,; , i', , ,i� ,i>•�, ,• , I fI I I STREET NAMESIGN \ DEDICATION I! WAT� METER �T1'P - r,', \ \ . t I PROPERTY F HYDRANT (lYP) I - ; \ ) �'--� -`--=--��-i- i-_�____�' �� {-- -- •, I , MATCH DC ►ATPRQVEMENTS PER STD DWG N0. _ '� ? ^Y OC'. - _ BY MONTEWSTA REMOVE t } J } } LINE (TYP) 23,188 S.F. :� •' ! j I Rv. 3-49 & 3-50 I l t � i'+r; \ PROPERTY BA�RICADE } 1 ! L .. !! 1 .�• .- - - _ 11 LINE TIP SQL t 9 �35't : '♦' y: i4'. .�•; ! ., • ♦ •. ♦ � , ♦♦. •' ` •' ♦ '• • •�• r r .• � • t •!' .t •\ s t • �• T' S' r' �' g I �' s� .�I• : �y: '. ter'. •,• •',cv' rn ( • too •ao. ao' • s9 0 t 1 m• 'M •(o M, E j :�% =� 'up CONt, • 7 3 90.68 �. 1 k. :1 t •1 a" PROPOSED 1 - - - # J •. ' CULVERT ®0.5% MIN \ PROPOSED 6' SEWER - - SW 365TH P�.: ` i .. I INTx \ I ( EDGt, of \ -i=i --- - � 1 _ \ PA TENT (TYP) STA:12+6 18 SW x57H ST• ��, \ �lA1TX SHOULDER & DITCH SEC71ON SECTION 9 STA. = ROAD A� ( � STREET _ '' DRIVEWAY PER STD DWG 3-5 K �qPA T STA' f+93.76 = SW 3657H ST. \ { SIGN _ \�^ f \ \ ( ) ELEK = 36r k, PROPERIY LINE NP ELEV. - 7.05 M ``i `� 6 Pr�iT STA: 40+00, ROAD B \ STA:\F6+65.4s \ 12" co!vG. _ ! I \ R-35 \ 1 I I \ 1 1 to ELEV = 3 11 + IE=390.17 0 I' \ ! f INTX ( TAX PARCEL ! \ 1 ' ! TAX PARCEL '' 4� i I) \ i + o J:103817.8515 TAX PARCEL 302104-91 , } r n `.-1265728.6454 ! 54 I i t 302104-9088 t� I �0k00 = SW 365TH ST. 302104-9052 MICHAEL & KRISTINE CLARENCE O'NEILL / } =/ c ! STA. MICHAEL D. MARTIN STA:28+09.45,= 6TH AVE SW MARTIN I R515.Q rt4'12-_ F NCF; RS15.O RS15.0 III .I I ELEV. 392.M ( i -4� 1 1 In > LEGALDESCRIPTION: THE WEST 7.90 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST. WM., IN KING COUNTY WASHINGTON; EXCEPT THE SOUTH 30 FEET THEREOF. VERTICAL DATUM: NAVD 88 BENCHMARK: CONCRET>_ MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A STANDARD WSDH MONUMENT CASE, W17H PUNCH MARK, LOGI7ED IN THE MIDDLE OF THE INTERSECTION OF 21 ST AVENUE SW AND SW. 356TH STREET ELEVATION=400.96 FEET Know whars below. Call before you dig. a 0 N W cc h �a O E. WAg� � _ x ���3989�7�p �W4 1ST�n" •�•S' SIONAL 04115119 J L� 1�' Z J (� C rr=^ LL oc J z w J � ~ QC J O � V Lu si L! o Z O ja W o. c w :i 0 s ISJ E'g,� (� c A Fro Z �<�C W VZ Cz w � U y • W, L cn L - r cn Z to Joe NO. 17739 DATE 04115119 SCALE 1 "=308 DESIGNED NOW DRAWN _,RA CHECKED NEU APPROVED WA SHEET 6 of 9 10- LF r D-I . .............. tW. 1-0+59.2 'EL:'393.49 .......... .. ............ ..... . .... ...... ....... ......... * .... * .... 1 400 375 .. ....... ... a-521 ............ I I vc= 5n 00 400 STA. 10+0 1. 7� N N .. ....... ...... ......... ET-L 12+80A 2. EL: 386.79 ..... ..................................... ......... ............ ....... ............... ...... ..(RO R .... .... ....... ......... N I I * P .... 00 I I ... * ............. ...................... ..................................... ................................ ...... * ......... .... .... .. .................. ....... IF 8a BEND. ..... + ........ ...... + . ................ ..... ........... fX -GRADEV ..... ...... . clo, ............... ......... . ........ ji.- CL W ........ ....... ................. .......... CENTER LINE ........... Ui LO ul. 395 370 395 At;41 COVE q3 MIN, R. (TYP.) ..... PROPC SO -GRADE. - I +Z !�! ... , ... * ........ + rn .... .................... * ....... ...... ... ...... ..... I .00 X. ..... 9 .... M? LINE..... .... I .. .... t Mt ..... , , j :I _ u ....... .. zj .... uj ................. ............. ..................... ..................... ------- 7, ....... L .0:7 ........ ....... HYDRANT. G . ......... ..... ......................... ............ ...... V ......... ............... ..... .......... ....................... ........ ASSEMBLY .... N ...................... ....................... ............. . ............. 39 0 365 390 -T � -- * * ... .... . . . . . . . ........ .... ........ .... .. ..... ........ .... .. ...... ............... ............... .................. ....... .. ... . ............ - W/4 . ....... ....... ....9* . 6WI-.. . - , , , * .. ..... ... ..... ..2 . .. GATE • W &'4 .. CAP ...................... ....... TYP,)..... .... .. - ....... ....... . .. .. . .......... .. .. ....... ....... ..... .. ....... ....... ....... ... 38 5 360 . .... pt PORT 385 ....... ... ....... ...... . . .... . .... .. s . . 10+1469, ' .1.LT ... ....... .... ...... ....... . ....... . .... .... .... .. .... . . ....... ... ..... . .... .. ...... 39100.. ...... 4lF20'M 11 .... ... .. ....... .... ..... I ......... ... ...... ....... STA:14+7a411 "LT ... .. .... ....... ........ .... SDR 11 -FLN. ..... .....W a x - MJWL). 380 355 380 STA,' .LT... .. ....... I. A.IK.Vi6A:L�E(FLxM. . .... .. pl0) 6 . ....... ........ ....... . ..... ........ ..4, -,8 x 6,TEE .. .. ..... ........ ..... ...... ...... ....-'.&.'.G. . .... .j LF ... 1. TYR .. I .... ........ 1- G, .6`u JE- VALVE j . ........ ... .. .... .... ... ... ............... .. .............. ... s ................ I ....... I ............ ...................... .... 15*LF '6 D.I. 01- L vc- 5a 00 375 350 k .10+14. Ja90.L 375 A WIR so ...... ....... PW: 14+69. 7 EL: 360. � 0 .. .. ..... .2'. SAN. M EL Z24 ........... ...................... ....... ......... .. ............ . -301-00 S TA. ROAD A .. ........ ......... A,a:.10. 3X K, 4.6 . ...... 42. SAMN FL EL .57 ......... .. .. ................. .. ..................................... ... ......... . ....... ........ ..... LP STA: - 14+9 ..17,. EL .3;0.20 ................ ...... ..... ....... ..... . NZ ........... $TA �9+91-20 ................. ................ .................... ...................... .............. ... I ............ 370 345 370 REND ..................... . ............... .... . ........ .......... + ...... .... 1125' .. ... I -r THRUST....... .............. ...................... ..................................... ............... ............... �*-p5 ........... ...... BLO XING ................... ............. ............. ...... ..................... ...................... ........... .......... ....... FIRE ... CONTRA TOR BA .... .............. . . . . I . . . . . . . ................ . . . . . . . . . . . . . . . I ..... . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . I . . ... . . . . . I . . . . . . . . . . . . . . . ....... .... ............. .... Hl 365 J40 AN CJRL T ... 9MWFY-L)CAl*)7& . . . . . . . . . . . . 365 ................ ...................... ............................... r L *v' YZ ...... I ............. WA W M" WC N7h T71w N`�"T"N MAY A . ...................... ............. ...................... ............................ . %;�; ... DI BE DI IF R► T IF P' .... .... ..................................... ...................... .................................. ....... A * -C CANN0BE ANNO DE ............ .... * ....... .............. ... ................ I .................... ...................... ..................................... .. 3 60 335 ...MET 1: E Tp WWWAC MANUFA 0 RES ............ L .............. 360 ............ ............... I ...... ............. ....... ................. .............. ....... ........ . ................................... .. ......... ........ N. 1 N 1 _F ...................... 0962 ................... 096 2 ..................... ..................... .............. ...................... ........... .......... ...... . ... . .... ........ .............. .............. .............. ....... ..... ...................... ........... r. PORT it &. TRACER -WRE. STAD - - 7 T Ap NET.7AP ...................... .............. ...... ......... .. .... '' * .......... ............... 355 330 ...................... ............... ..................... ......... RW=_Mw0; .... 355 T_ 1 T .............. .. .................................. ............... ....... .......... E-3M .............. .. ...................... ........... .......... 2- P.. -8" - TE VALVE "J) .......... . ............. .............. ... ................... ............. ............... .............. ........ ............... ................................. (STD D 7AIL PSS-(5 -PSMS . ..... -THR T ST- BLOCKRY ST BLOCK ...... 9 ........ .. co . . . . . ..... t< ..... L6ao . .... . N ...... .... 0� .... 0� 0) 1� ...... OR 'M 6-:1 00 i1c; m 6 -------- 7trr 0) -350 325 ,,o V: 35Q,4 0) G) 0i 0 v tz--,o oo 40,0 ....... n .............. ...... ........ ................. .............. 6 (3 ........... ............ .... ....... (.5 ................... Cs ..... u ....... _� (6 ..... w L Xs . . . W. ....... : QD . ........ Q ................. ..... ................ LLr. Q) CD Q. � (-,) . . . . . .... .... ..... Lu . ... L u - ..... w - w Uj .......... .............. ............... ... .... ................. .. ........................ 'ZAP 7.70 ...................... ...................... i * ......... LVC:733.06 ........ ............... ...................... ......... . ......... ..... .. ................ .. ........... .... .. ....... .. * ....... ...................... ...................... . m-iBi-la0l. EL:35&96 ... .. ..... ... ....... ......... ...... ..... ...................... ........ I ........ A.D.; =J. 77% K. 18 ..... .... * ,13... . .... . .... ......... ................ HP STA- 5:k 93 49 -35749 A 6.:13. �4t'k. 4.'1) ....... ...................... 1 SSD=193 ........ . HP STA:.lq- •-�& . � . �5, 1 E4* ........ U=", =76 . . 553.74 . . . . . . . ...... . . . . . . . . . . . . . . .... I . . . . . . . . . .................. I .. . . . . . . . . ....... ....... ....... .. r STIGA ... ia+JZOB, .... 7.52.' LT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . lu.) .. I . . . . . . I . 0 S.-. x 67 (mal) ......... F ROPOSM 0 �W: * to ......... ......... .......... ........... .........VAL.......... .1 -6!�p - FL)(MJ .... ........... 0 CENTER LINE -T �0 00 ...................... .................. + . ........ + LO ... ..... . + ........ ...................... .............. L.VC= 1.54.0.0 4 ATE AT-LCW-POINI) .............. W, 4 TER -3' MIA ................ ... cj� . ........ �e ........................... Pw. 141+11.88 .... • ... ............. ............... MER - (7-Ml .................. I ca ........ ui ....... ........ a ...................... EL: 1•35.67 ............. ............ ........ ......... ...... A.D.: 1 Z )OX. K 8.8 ....... .... ....... ... ... STA.- 24 63' T ............. . LP STA: 18+42177, .... • ........ .............. ........ . ............ .30. BLADW. VALVE. 9 =2 ... FIRE ....... ...... ...... ...................... ............ ....... ... ... LU.D... o-F -WA -21A FOR ...... ....... H YDRANT ...... ......... .................. .. 5` MIN.- MSSEWXY1 ............... .. ........ GOVEK (ITY \ -ZE-14 Z 71 Z3 ... INS INS• 'BLO AT SAME CL -52 ....... E;' . . OART J�' B LO WOFF .. .... . ...... ... ..... ............... ...... ENTER. LINE ... ....... ........... .......... .... STA. 18+30,77, � 7s- LT ........ ....................... ........... ............... ....... --T .. ........... - ..I WS17NO GRDE .. ...... 14 'BEND .... um IST ..................... ...................... .............. ...... .... ........ . 44 TF' 12' .............. 5t)' 6.1 -07. ... ...................... ....... ...................... ............. ....... .............. .............. ....... .. ....... �� ....... .. .... CB12, , IE 1, _FT1 ...................... ...................... ......... ........ - --- -------- ..... SrA.-`18�-C8.94,'T6.'60 STA:.1 +6&46,.5.' LT ..... ..... MBEEHI BEEHIVE t V ..... A-14+93.76.1; ST ... ...................... ...................... ........... ........ REMOVE 7H)m ST ..... ........ . ....... IE�332,31,,-� 2 . . SW .... "T" BLOCK, TE ND TEND WM. ...... • '6 &�� tpAb'� ....... ...................... CONNEC ,0 8" TO E X. D.1 ...... ,!.I-,40+c EL 360.2.1 ...................... .............. .................. L HDI E SDR I I 51 LF. So ...................... ...................... ... I ................................. FOF CE'MAIN .......... .. ...................... ...................... ............... ...................... .......... ................ I.. . .45 ...................... ...................... .............. ...................... .......... ....... I ....... 11. _. 7 'RUST BL ....... .... ............ .............. ..... . I ............ .. I ................... ..................... .... PIG P09T iff M CER .................... ...................... .............. ...................... ................................ S74.• 1 8+37.04 4.9.3'. RT ........... E-33300 .......... ......... ...................... .... .............. ........................... ....................... .............................. ............. (S DETAIL PSS-05 PS-06). Lo d5 Lo C,4 0) QD . . . . L4J ..... W. ..... Lj_j . . . . 41 0/0 370 365 360 355 350 345 340 335 330 325 1 320 1 .1 ........ ....... ........ ....... .............. . I 1 114+78.88 114+78.88 15+00 16+00 17+00 345 11+00 12+00 13+00 14+00 9+75 10+00 SW 365TH ST & 3RD PL SW (STA. 14+78-88 TO STA. 18+37.08) SW 365TH ST (STA 9+75 TO STA. 14+78.88) HORIZ. 1- 30' HORIZ. 1 30' VERT. 1 8$ VERT. 1 8' LVC=30.00 PW:41+1280 EL:358.24 A.D.: 5.137. K.5.8 LP STA:-,41+20.60, EL: 358.38 L VC=20. 00 Cl Co 00 14 PW.-40+3Z75 EL-361.16 r< 0 00 c*11 A.D.: -5.90% K. 3.4 (yj �d +10 16 94' HP STA: 40+34.53, -361.03 C, 1) LVC=50.00 Fn co L 3 LVC=20.00 Pw. 30+59.74 EL: 388.48 216 U-) cc) Lu - -- -1 - - - - 370 F(n-t. A n - _R 1 -7cy ie..q 9 370 Ix to � I', - r- ��v. av �L. , �aU / v 400 395 390 385 380 ...................... I .............. ....... ....... ..................................... ......... ......................... 00 0) . ay - - -4 ....... 375,6 co ..... ro ..... CO n _ .0 .... 00 K rz 00 00, .... n M.co to ,) ....... ......... .............. .................. ......... Lu .... LO ...... 370 29+80 30+00 31+00 PRIVATE ACCESS ROAD A HORIZ. 1 "_ 30' VERT 17-- 8' 32+00 .................. ................. I 400 .................. .................. 395 ... .............. ear ............. 390 .............. ............. ............. ............. 385 ..... .................. ........... .................. ............. 380 .................. 10 '0375 9i rl) n ................. . . . . 92. 6. w-, LL_ L6 - 370 32+90 ..... il C5 ...... 0c. .... cs 1* + t-, - - - c; ...... ------- . ............. . .......... .. .. h .. AJ.: -ST-A:fl+44.O6,-EL-35&6O -6.56% K 3.1 .......... ................. * ' ' * ... * ' ........ ...... .. ..... ... ...................... .. ....... ..... ........ ..... .. I . .......... ........... 4. ... ............... 1 ...... .. .... ....... ...................... 365 365 - ................ ......... I ............. ...... ..................... ...... -�kS (n.Ln S W w .... I ....... I . . .................... ....... It ................ .......... -2. OOX . . .. c-, d .................... (n Lu + 360 360 .............................. . r 1,.2,W, ....... ..................... ......... .............. ........ ........... . ... .. .............. ........ I ...... .......... ............. ............................. ..... ....... 355 ...... ...................... ...................... 355 ...... ...... ....... ....... .. . .............. ........ ............. ........... ..... .. ......... ... ........... ............................. ...... .................... .. .. ...... ..... ...... ...... ...... ....... ....... .............. .............. ...................... .................. .............................. .............................. ...... I ...... .......... ........... 350 350 ...... ...................... .......... ........ .......... ... ... .............. .............. .............. ...... I ............... ........ .......... .......... ...... ...... b), ...................... ...................... In ....... ......... co ....... ............. ...... .. ..... I ......................... LO ... .. .... tn CO .. ........ V c� 0 c\J l-,q.345 349 �0 00 c; co in. 'Ift :R ..... - Lci n (7) . . . . �2 --I:lr - ..... n . ... n . ..... 9 e6 LO 00 00 . too Ln n 16. r •n rzz- L0 16 LO ul.... L�) V LO ...... .......... Uj . ....... ... : . . .............. ..... Ld . .... . ..... (D LIJ CL3 .... (-D ......... Q) . Llj ....... ..... uj ................ LLX Lu ...... W L'iO LL LLJ .............. ....... .. 3 40 340 39+80 40+00 41+00 42+00 42+50 PRIVATE ACCESS ROAD B HORIZ. 1 "-- 30' VERT l-- 8' 18+00 18+37.08 LEGAL DESCRIPTION. THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON; is CC WA 7 SSIONAL 04115119 vJ J � LL �N o CL Lu rn LL Liu a ct CL O vJ Lu X 0 �_0Z Ln (14 9 ■ rq ryl m > it ON M 0 C EvJ 0 OCO, Ac• r M, < VZ_ E cz A:! > -2 CD z Ln �.o JOB NO. 17739 DATE 04115119, SCALE 1`_30 DESIGNED NEM DRAWN JRA CHECKED NEM APPROVED CJA SHEET 7 of 9 WL .' .i 'W '_"" .R :F Y r 'f ...+. :y? �♦ � -. fr� it 3r � a�Wµ .f t T ■ `� 'f` ►t !I `E :f .� �e. � .k k i" : i .• T+#'M iH MO 'S+tLL RE a "DOT STO All 11N. rat OF SWM, . t.IERN' °"' MOM ` WORKS, CURB RM.P IN. VERTICALCURB '-.'--: t. bRh 71i�5 rf1ASt� 4e W..09 DY i E ENQtM R CONMDERJRq, FiC SAFEST" & PIPE Y BE: . ,.. fF Rt)AQSIQE Dtlt Ds .. FIST AMQ DMWWAY 0.00 WT MOCK NiYiURAI..FM— SER D, d I1 i11LOUSTR t, D1 9AYS .S #41S1E ' Jaw L60M 7.. DRNEMY SLOPE IM t SWCH. TO BAD E aF �Ot#LOrAR.. om, -�. 9CR. �SF10Cll Si. .)NO SlI [ .E� JfIT RER;As t L7 4F' ..,,._ ., _ ..STR4JQTM, Sf�pftr 1 i StXEO ° �tS'€#; M ZMRM WATER �. AND B: S 1 VED .DRIV CIS, S} LL . P11VEp E# R >Ar . EiiPl♦ 4 IMAME ER' MO WRN -S' (MIN) A,,.:$UT NOT P:= Eti44L 'M OR tA� Tt#Ni THE: M PS'ES WiTHt(sS 90" L7P TR r t6NO 8., OR WEA, DRIMEWAn SHALL ME, A PAVED �DRWE APPROACH .. D. Boom SH�41J. "8 s/s" MINUS WO. HEIWEETi T#iE .0.P P�4V T �g E�-wAY �' (eaw) 04 ONO WM DaMr NW40 64 3. EXPom PEE. pm ls. Hpu aE BE14ELED TO MMM THEz &OPE MORE 2Ei LY �M M4L USES StC , ` � THFAST 'i FRO'Vt SCK(W'7K- T OF UNPAVED DR1E4AYS FSKQA StVXX 0 PUBLIC RMT-OF WAY, WHfG MAM IS CNIE&SA 4, ^4 .p SR4:L. CLAD M � PO4 . SH&L HAW 1.t, $w A. OF IFOOMW 3. "E 'SHALL 00ALEk�3 A STgAR,M if�ll! OR61 AIJ 1T 1 C A 11Di . 3 ;SAE. 0 8 FT. PER fOD Fr.)Vrk 1! t 'MAM �RE4M DID THE .UPgrRJ5fH RM. REV: iiAliCi/ 2 4 PyBUC SHOULDER & DITCH ova. Na. w l�K ;SECTION DRIVEWAY ,36'J D3-1A 906 Copy 1 6 fth Highway Gothic Semi B. Silver Legend on :a Win: Bacound 3 a not C p U S 18 nove r ' -T . Series B Silver L 0d :�. � Se e � D� � 16�c3$ �apy Two Lines 6 Inch Highway Gc�##frl ( d Green Background 3. 14 Ave SW 03—W 12,x36 Copy — Line 1 — 6 inch Highway Guthit Series B Line 2 — 3 Inch Highway Gothic Series B Silver Legend on a Greed Background 1ATEi t4L5: AwrOurn I., Ai1oy Made tmm 505T-T5 clurninum alloy 0hernlaclly COMVO.MiOn cOd%4 iii. dCWdQMCe with AgM t �natlan 8440-€1 C.igss 2 (glo4ne)Y Z Size - -inches. by:,30-indhas oufsWo minirnurh d(m,9tis16n*, Lengths of 12 by 45 imili s be tmd for named streets: Thidkness shall be .10 :rich. 3: Holes Four �.4 ,1; st `lnef: riaii holes. TWO (21 ' hones punched 7/8. Mob from we end, i firs h ft'$t'til Lain -ond: 'ft*m. Twa C6 hales punched '.2-7/8 Inches from V* d,:m�.d>,. t f"01 darn '9p. 4.04 C Finlsh — All 4 40ir OMOM end h9W shod tm. -sr pottt 4md. ff" of burrs Q d endge: .11:. In Grw.. See detaii. .q getg -- o r .gd shall #alioiv tba sarm spepitGaations as ft *treek, mme 1,ms; ex the eno .app to �h� atts hmsrlt Md. *jail 'tic -W vale 45," degree aamer cute tea ioata a 4hWfth fit wmoh the .loge"d. opPli* 11K,l1O�►'Rb14 D. ace. STREET NAME SIGNS 349 RESIDENTIAL CURBAND GUTTER SECTION DRI D", Ito. wr -.... ,x..�.+ H•� �uvs�.a..v, .r a.a., c .-s, • v r v v . y a rsrsaw f i c.l�/Nal. s N.'R,p"A". 7IM6Jr .mu 1 wr vs l G 1�{ WIXm. ,i. r'1J� m i ;/ P, 11-4 ;In AND AIJIGNMENT SHA t NOT ARY M 'f 'fHA�1 7 ' 4 1NLIH, 4. CONCRETE SHALL iBE CLASS 4000 "DOT S}?EC. 8-14, M. MAR- 2011. S� a '3 '� cn z JOB NO. 17739 DATE 04115119 SCALE NIA DESIGNED NEM DRAWN RA CHECKED NEM APPROVED CJA SHEET 8 of 9 AVE 4 SPACE C S. L P 5 1/4" SPACE W d �ww Lo V �� W INSTALLATION Sign 1. A maximum of 5 street name signs or pointers shall be located on one post. Longer posts will normally be needed for more than three signs to maintain 8 feet clearance from the ground line. A 1 /4 inch space should be maintained between signs on the some post. 2, Street name signs shall be located above pointers and shall be installed parallel to the street which they name. Avenue street name signs designating north -south streets should normally be on top. Wedges shall be utilized if necessary to install signs other than 90 degrees to each other. 3. Signs shall be attached perpendicular to the posts with four duplex eight -penny galvanized nails or approved sign mounting brackets. 4. Street name shall be on both sides of one sign. 5. See Drawing No. 3-51 for sign post details. Rev. 3/2010 DWG. NO. OWN � PUBLIC STREET SIGN INSTALLATION 3-50 FedwdWORKS FIB -.., QN4ems: - .. - - tt ��yy_� � �s �p �w,� yy *p�� ,�{ ACCORDANCE' LdSliYR BlS3li�..�: SHALL NS iM1{1 . B�. CtiN,�'sI'RUG"I�Ei) IN ACCORDANCE WITH eat- - Pi,ANS OR, I IN '1?� WET Z SP£t�TCAT . I . ..... . C478 AASfIiO M 199 in C890j UNl.FSS OTHEItW SHO1+l�1 f �5E � �. .. LD5 IN -Ai�IUSfl►Il:[S71" 6,�N, �.EAftANC � s1:�L .� � :L"` E. P OR' LANS NOTED W 1ME Y[SDC3T/Ai'WA SCI IDARti SPEt:{FECATIOIVS: N KA CLEA ab I CATC1 I SFtAI.L...VE MIH. ilA1+ICE t tl# Np 2-006 CA A� BE PLACER. TCI•I IN f�ET. �L[ISi SNALI. 2. .AS ACCEPTABLE ALTERWIVE TO REBAR WELDED AN : , .. t .. I1� I 'OR LE�iE I Yt77td . ALTERNATING. BRAD LING «NIA . +30► FABRIC 14AVWG A MIN. AREA OF 0.12 .SQUARE INCHES PER USED.. = :}r iANV. OF ONE }IAC!EiliOti? BE1tI F1 THE LAST STEP AND TOP of 1 MANI�iLEI - FOOT WAY BE WELDED WIRE FABRIC SMALL. ' ` �, ifrrvao�Itx r. , ,.,c sue. rryy „ COMPLY TO ASTM A497 tO M 22# . 1�IIRE C (RASH ) _.. F _ $HALL NOT BE t , R+I ttttOt3I5 1I1P' sur6 un - �. _ a erg artOWE a<' 3 ALL RE �an�ED CASE tN- Pll1£iE L`DNCRETI 53i 11 BE 4000,, X (.VFD rt ALL P RECAST .S j� � . . �I ., 3 ALL REINFORCED CASr-IN-PLACE C£>rfCR£iE SMALL, BE r�"� rY< tyy:,`:.t �.�'.� Y4... 'P. .. 4. 'F1iEGiST BASES, SHldt 8E f1it� , Cii'Iat)'CJ'1�. OR •.,N �'.�I" . .. F . t.yt�.�t-.:-. .. .. �rR.f YVtFl3 4t3CtG. - s pyi Lr.y Li iil'r P•i.4. wt• .. �t ,, .�'la.:s:.'i: ..M ItriuTst E��.�(j(1�/jMMif7. .tiT#nL6.. M9f. .. Lii ?. 6i,041d d 4 PR€CAST "5 �,iiAiL 8>: Fl1�1I£� a..,, x s {, 20 x 24 , x „� •. m UNUSED KNOCKOUTS NEED NOT BE IF . ��.}.0 � ova yury v IS; LEFT INTACT. SIIAI.I.Ii..�r„iiGi. E?I ..,)., £1TtlITS ,C�i # r 24 t%Auir ,• f�G7 times[ KNOCKOUTS. KNOCKOUTS SMALL HAVE A WALL THICKNESS' � �0xs "y FAr"T�IRY KNOCKOUTS UNLESS Q'H �li� � TPA i : t ", _ OF 2 MIN. ALL PIPE SHALL BE lNSTALLEI)' IN FACTORY , _ � r ; oR . air ENGINEER. PROVIDED KNOCKOUTS. UNUSED KNCX:IC{iUTS NEED NOT BE, GROUTED IF WALL 15 LEFT INTACT. +r •. 6 10MOUT OR' CUTOUT "ME SIZE SMALL EQUAL PIPE 'OUTER .. �`. -. �t ` /w1 � rr y .. L t �+ t� �¢r yt�f�OUT rlo ;l-4 t i, PLUS f GH BASIN THICI4 ldlDE. ROLE SIX BE 36° FOR B CATW ISSN 42" tom. 54 C g W - 4 .* .. INC OUTER w*SOU X `*v OUi HOL SIZE 5 ;EQUAL TO 'PIPE OUTER i?IAM. PitlS CATCH BASIN WALL TH#CiCNESS. - .» � ." >: _SHALL 7! r " M. r .. .. r ': ....N. •vry 48FOR 60 CZ., BQ.., 7!2 , O.E3. , 84 FOR: �6 ��. f�ilN.., T E BEiW£B+�I NO {AL+I FTC %4 AAlD 11T 3r jjY+tttt . KO WITH MAX, ROUND ns�V4(tklV !4 k iiG ON ALL 4 t1i4:irtik Rf1�I � � �y � .. , i f l '.' .BE �; R� FOR 7 I MB: ..... _ ... DRAM;. OF 20.. KNOWUTS MXY BE EITHER R a����PF_ OR V � 6:. ... . �iOFi BASIN FIB AND � � $�. BE I1V ,�. , , ... 7. TifE MAX, DEPTH FROM THE FINISHi� :ORAJX TO THEPIPE INttERT L55 5'-0". t r... ' . ACCX3M"'E WITH bM '7..W OF. IC<L'.R & is O MW T SITIENCrT" ttl. AXING��•��ALS $ISf�Ti01L, Room TO,�5--i52WN ... TAPER ON THE SIDS OF i1iE PRAT 9A� �C110N. ., k L,. � •y 6. 14a; i.,, FIT -WTH ANY Yovm TON, _ ✓ R, !Wi t tiDAS ANC3. ,RISER SECTION SHALL w EXam 1/2 /F•T.; L.. eG' t%I& g I , ?�t ALL eAsE BEI NG: ,S"IIrEL. tl. I LYE Ar #aIN. VELD T*IItIGTM t DG I�SI AND FTI k�PER HALF lisT .:. °.i t„ tgk Dili- 8'. ,. PRElY�ST BASE 1t r BI` ft o. CATOH BASIN FRAME AND GR n SHALL BE IN A� 1 A4dtk +,,a 98r tkraY,-t2" THE BASE: WITH i lei. CLEARRIFOE: *wH SSIANam wMirICATIC�IS AND MEET THIS STRENGTH REQU►REWENTS OF FEDERAL. SPEG.�FICATICM RR-F-621D * `; { .� B. �Si�IF�T SLR SHAi1, I4Ql�At 3MK1 POUNDS f�R _ MATING SURFACES SH&L BE FIN1S#4ED TO ASSURE NON-ROt�CING Eli YOTtfi 141V1f tX?vER; f'tnON.M:.,'azzl.7'':e „ . •-, , •�. • ., .. � .°' r :; i:.. ', 1'-dr •Irk'. so, ' 16 . fie' DWt 9. Orr i s SHOt1ANG I l�DIOt. � t WiDlt :AID TOP ; �. 9.0. FFIAirIE AND GRATE IYVIY BE II�TI4LI,ED WITH FLANGE' DOlf}Ri oaoo°ao$oeaa� a o 0 0 o °eo°oaao°o a aaaoa DYIG. NO. 4-4. OR. CAST INTO RISER rta 7HE WsOOT APIIfA STANDAR!! FIDA110NS SEC OWN WORK,' woa�l�s ;TRH BASIN TYPE 'I 4."� Direction of travel Marking nail same side as cleat 8-Penny Duplex nails a 1D■ woo 2N I i 4" x 4" Post I It ,I Finish Grade -� I i IM Two double i I 16 II headed nails I Cleat 28"X3"x2" under sign I 30" i 28" 4" x 4" Post i NOTES: Aluminum cleat attached directly under sign I SIGN POSTS - OR PRESSURE TREATED ALL GROUND �FIR IUNLGN E S�APPROVEDS SHALL UOTHERWISE ISSE BY PUBLIRN RED C WORKS. 2) POST GRADE (FIR) SHALL BE S4S DOUGLAS FIR LUMBER, WEST COAST INSPECTION BUREAU GRADE #2, STRUCTURAL LIGHT FRAMING,1"*-- RUL.E #16, PARAGRAPH 124-C, SELECTED FOR STRAIGHTNESS, AND FREE OF HEART CENTER (FOHC) WOOD TO RESIST TWISTING, 1" p O 3) PRESSURE TREATED POSTS SHALL BE TREATED WITH A 4-1/2% TO TOP OF CLEAT 5-1/2% HEAVY PETROLEUM SOLVENT PENTACHLOROPHENOL SOLUTION IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO DESIGNATION M133. WITH A MINIMUM NEr RETENTION OF THE DRY SALT OF 1/2 POUND PER CUBIC FOOT OF WOOD. CLEAT -"^= OLES 4) POSTS SHALL BE 4"x 4", WITH A MINIMUM LENGTH OF 12 FEET. (2) (PUNb.156CHED iD NAIL DRILLED) LONGER POSTS MAY BE NEEDED TO MAINTAIN 8-FEET OF VERTICAL POST "-" (BUNCHED OR DRILLED) CLEARANCE ABOVE WALKING AREAS. POSTS SHALL BE 14 FEET IF TRAFFIC CONTROL SIGNS WILL BE INSTALLED ON THE SAME POST. 5) BACKFILL SHALL BE COMPACTED AT SEVERAL LAYERS TO MINIMIZE SETTUNG. 6 ALL POSTS SHALL BE 2-WAY PLUMB. CLEATS - 1) ALL POSTS SHALL BE FITTED WITH AN ALUMINUM CLEAT AS SHOWN TO PREVENT SIGNPOST ROTATION AND/OR UNAUTHORIZED POST REMOVAL. 2) CLEATS SHALL BE ALUMINUM ALLOY, 8061 TO, CHEMICALLY COATED IN ACCORDANCE WITH ASTM B449-67 CLASS 2. 3) CLEATS SHALL BE 30 INCHES LONG, 3 INCHES WIDE, THICKNESS OF 0.08, WITH A 2-INCH TURNOUT OF 90k. NAIL HOLES OF 0.156 INCHES DIAMETER. SHALL BE PUNCHED OR DRILLED IN THE LOCATIONS AS SHOWN. 4) POSITION CLEAT TURN -OUT AWAY -FRONT AND EVEN -WITH THE BOTTOM OF THE POST. JULY2014 DWG. NO. Z\ OWN WOR s SIGN POST 3-51 saw cast FOR v 00NIMM a" FOR Imo' Iiaw Ore:Y IWOMH FW 4 r'ue ist x a ►sr ex ter+ Zvi:Sri.X iron Iur 0". MIS sail. � w i" ao- ixar o s re + am 0JX $z R!.JFr.- of Dm o R2r E fl. 8p 1#Xt fir. a.38 SM +/Fr. IN at" i}ili�S= f 98` � S w � is ItoN RQII r V I" a` .Ik%"l aoi" oerittr QW0. NO. WORKSUBLIC > " �i 54 60 s a CATCH BASIN TYPE 2 72" 96" WORKS ` a Ell 8 NOTES: 1. .SELF -LOCK VANED GRATE MWWACTURER S118jET TO APPROVAL. BY 10409M t M Z USE *M •TINS? LOCKiNG BOLTS "BlW-11 NO SDUNLESS 7YPLE 304 STEEL SOCKET HEAD {ALIEN HEAR) CAP SCRZ N6. E IS LONOTE SLOT DETAIL 3. MATERIAL IS DUCTILE IRON AM A`T3S GRADE 811-a5-0 4. °'(}UTti=ALL. TO STR1 041MP #d Pt Lt1T1iNT5�" MAY SE LC CTED ON :BORDER' 5. INSTALL 81-01RECTiONAL 'VANED GRATES AT i w 1 SAG LOCATION% - - FLOW 6: THE WORDS "CITY OF FEDERAL, WAY MALL BE LE11FSlNSi pA0 i1a' X 3/4" % 2 I�.4• OMITTED IF GRATE IS ON A PRIVATE SYSTEM. t•.=� FOR got DEfNL SM 23 4r I .NO., 4-5 ELEVATIO irk asap a N Z 0 O z S � oWr �s tib N tl 2 4 W 1.y V O otiE E. Q 1. 1.39897 4' SSjONAL 04115119 Q. i► X 0 LL Z w 0 z � 1.1.1 CL ll1 CL Z c� J J Z W Ln M ON M Ln N � V) o X N �@ V0O Z o N M ON M ME Clog> t\ Ln N I _ o�0 U) oso" a ,xx. YV E UN$q� � y ■ b.0 O CyV NO C 4 Z_ 3<>N E�Eoo '+�' .c O1 6 d� W U Z 2 Z u.� N (� w, V Lu Z Ln JOB NO. 17739 DATE 04 15 19 SCALE NIA DESIGNED NEM DRAWN JRA CHECKED NEM APPROVED CJA SHEET 9 Of 9 DigiSigner Document ID: 3dee5fd9-a21f-4c87-a6c7-91e6b2d4e216 FILE #19-101820-00-SU 11 0 0 0 0 0 N V):2 0 1 00 N N Soy CAMPUS pR r S 344TH ST N �z N > ¢ = QQ SW 348TH ST S 348TH ST 18 N.............. ... ...................... W V) 161 > ¢ > ¢ ... ::...'::'::':'::':':':':'::'....:':':':':':':':':'::: .•:.'.:H E80S:':S..... =:':'PARK S 352ND ST K SW 356TH ST Z N N N S 356TH ST Q Q = 1- N S 359TH ST 99 V) CO T SW 60TH ST SITE Q w z _ Q LO ¢ SW 366TH ST � M co 19TH ST NE a, SW 368TH ST N 5 ¢ � N PENDLE LANGE RD 00 LR�N� S 373RD ST Vicinity Map NOT TO SCALE -wRELIMINARY SHORT PLAT. for THE HILLS prepared for V RISTONE HOMES 6725 116TH AVE NE, STE 210 KIRKLAND, WA 98033 Sheet Index prepared by SHEET N0. DRAWING N0. DESCRIPTION n 1 COV-01 COVER SHEET 2 EX-01 EXISTING CONDITIONS 3 PP-01 PRELIMINARY SHORT PLAT PLAN 4 PP-02 PRELIMINARY UTILITY &GRADING PLAN 5 TP-01 TREE PRESERVATION PLAN 33400 8th Ave S, Suite 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 02/14/2020 ESM JOB NO. 2069-001-019 SHEET 1 OF 5 OWNER/APPLICANT VERISTONE HOMES 6725 116TH AVE NE, STE 210 KIRKLAND, WA 98033 (425 828-9800 CON ACT: TY PENDERGRAFT SITE DATA COMPREHENSIVE PLAN CLASSIFICATION: SINGLE FAMILY, HIGH DENSITY ZONING CLASSIFICATION: RS 15.0 SITE AREA GROSS: 3.13 AC. (136 539 S F ) RIGHT—OF—WAY: DEDICATIONS: NET PLAT AREA (GROSS SITE AREA MINUS ACCESS EASEMENTS, ROW, DRAINAGE TRACTS, ETC.) ROAD A 0.42 AC. (18,374 S.F.) INGRES/EGRESS ACCESS 0.03 AC. (1,368 S.F.) UTILITY 0.15 AC. (6,711 S.F.) TRACT A 0.42 AC. (18,282 S.F.) TRACT B 0.09 AC. (4,036 S.F.) 2.01 AC. (87,768 S.F.) ,RESUBMITTED FEB 14 no \ Crry OF CWWNfT1EVELLOPM . ENT DigiSigner Document ID: 3dee5fd9-a21f-4c87-a6c7-91e6b2d4e216 0 L Y N 0 I 0 0 1 0 0 I -0 x Ld �m O , n�m a a 0 I a a rn 0 / 0 0 0 N / to m a 0 M Cb w / o N O� p � N 0 NN N 1 I I A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. LEGEND t9 FOUND MONUMENT IN CASE ENCOMPASS ENGINEERING & SURVEYING 0 FOUND REBAR & CAP PERFORMED THE TOPOGRAPHIC SURVEY (P) PLAT FOR THE HILLS. ESM ASSUMES NO (M) MEASURED LIABILITY FOR THE ACCURACY OF THIS I N FO R MATI 0 N. (C) CALCULATED SCALE: 1 rr _ 50' (R1) REEFERS NCPEGPLBAT OF THELWIN HEIGHTS, (R2) REFERENCE KCSP 1086038, 50 25 0 50 100 REC. NO. 8803100658 CONTOUR INTERVAL = 2' M WATER VALVE IQ FIRE HYDRANT ® WATER METER 0 SEWER MANHOLE STORM MANHOLE ❑ CATCH BASIN o MAILBOX POWER VAULT ® JUNCTION BOX — LIGHT POLE ❑ T TELEPHONE RISER ❑TV CABLE TV RISER dSIGN POST o GUARD POST _ _ _ _ _ _ _ - OHP 0HF OVERHEAD POWER LINE N� 0052 T PAINTED TELEPHONE LINE FOUND MON —W— PAINTED WATER LINE IN cnsE -- o — STORM LINE S W 363RD PLACE —5 — SEWER LINE o o WOOD FENCE CHAIN LINK FENCE UTILITY POLE E— GUY ANCHOR FIR TREE CEDAR TREE DECIDUOUS TREE O MADRONA TREE \ HEMLOCK TREE FOUND REBAR k CAP LS #36795 2.0' NORTH OF LINE \ 25" " \ /' FOUND REBARASPHALT S #10708 219.88' (C) 220.00' (R2) \ \ °= \ �„� �::, �,\ 0.4' EAST OF CORNER 32 " A" \ S 88°45'40" E 183.66' ' \4-6 C USTEii_ 01'f2 CLUST R \ \ LUSHER <. 22 1" Iv 1 S 88°49'13" E 414.35' 0" �j � 12" a � 1 2 � 8 , O 12 �1" 2 1STI1 16" 6" \ 8 6" J4\ 4" 14' 4 a 10" 8 13" 141 22 7" 0 1 13 fl 18" J Q 8" fl � \ 1 1 p" I » L../ 2 \ t 6 6" 10 " \ 0" �12 2-2 CLUSTER \�" 1 12" \ ' , 2 fl l ,. j 12 l 7" fl� 12" fl 13" I ` 1 4» 2' 112 „ 1 2" t3„ 10" 8" o 8»" 20" � \ \ 7" 6" 1 8 7" 6' N ) I6 11 y 14" \ 11" 14„ - 0 LU ER 78, \ fl``� 16" 12„ 14" \ \16 ' \ „ \ 10' I 9,> � t 2„ 6„ \ fl \ 26" 3" 4" 16 7" -1 CL STER 4 �-8 CLUS R `1s-�\ fl " ' \ \ " 2 o� fl\ \ 16• 16" 4 8 ' 22 11" 10 \ N 4- Cl U,$ R 16 20" �' ' \18' \\ 6" 1 zz \ fl \ 36 \ \\ t N 6„ 50� 12 1 ' \ fl 7" I o 9 \ �^'8�' 13'1 6 24 28" 9 12-30 LUSTE�16" 16 1v i � 1 2 LIJ 8'14� i„/ fl ' " co 2 I 1 7" 16" 13 6 l �" m 12 �, / 7' fl fl " 32" co 9 8" g 6 9. 7 1 " 1 (98. 6" \ 2 7^ \ 12» z 9 n 16' 8 8"� 1224 CLUSTER �8" 6" � � x \ \ j 8" fl \ fl „ 1 � m \ . 24" 5- 0 LUSTER \ % " N o \ \ i 14" 36" q " , \ - IIII 34- r \\ \ 4 CLUSTER Q 11 1 15- \ cn 5 TO CL TER 28 �167.36" 28" fl „14' 4 9 LUSTER6 8UST R 15 » 10 11 \6 20„208\�\ \ 32" 28 p \ fl 22" „ �'''y 18 5 14" /�, fl fl 20 fl 16 - 22„ 8., \ 13° 18" 26^ 6" \ y 12 13" 24" l \ f 8- 28 75" 10 8-24 C USTER 14 2 C S R 20" \\ 16 \ 8" J12" / „ \ \ 7- 4» 0„ 2„ 4' fl 20 `� 36 1 \ 24' 7" 1.3„ 6 13' 20 \ 7„ 10' 13" fl fl s \ 18 \ \ 7„ fl flI 20" \ 5 \ \ \ mil I 1 �'~�2% � 12 TS TER'"----fl SHE 42' fl 1 15 (A 4 4 27- 7„ 22„ 2„ 6 „ \ f (`�j('"j © \ 1 18" 6\ tt N 88"45'4 7" "'""ii0' ' 1p" `� 0" W 623.64' ` 18 D 7- 10" g" 8" 18 ' 18CLUER \ �2 12„ � \ EX. HOUSE 5' WIRE FENCE p' 1 22" 10" ' 99 -� 2 1 6 28" �3 r... LEGAL DESCRIPTION LOT 4 OF KING COUNTY SHORT PLAT NO. 1086038, RECORDED UNDER KING COUNTY RECORDING NO. 8803100658 BASIS OF BEARINGS AN OBSERVED BEARING OF S 89'03'12" E ALONG THE CENTERLINE OF SW 363RD PL. BETWEEN 6TH AVE SW AND THE CUL—DE—SAC TO THE EAST WAS HELD AS THE BASIS OF BEARINGS FOR THIS SURVEY. HORIZONTAL DATUM NAD 83/2011, WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, BASED ON GPS OBSERVATIONS UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN). VERTICAL DATUM NGVD 29 BASED ON CITY OF FEDERAL WAY BENCHMARK NO. 2167-43-1 WITH A PUBLISHED ELEVATION OF 406.65 FEET. FILE #19-101820-00-SU REVISIONS NO. DESCRIPTION/DATE BY 1 REVISIONS PER CITY ESM COMMENTS 02/14/2020 N►% C AFC L � 500 F0 s TE OVAL E 02/14/2020 - U too � � co N OMD N N M rn Locq L co c rr a o 421 o n U N W Z ow U_ ov c c Z LO O W N o (.3' :3 00 C E Z(f)Q �v F-��i a� c �:2 Q RS O UI o 00 _3 V °� ZOO '� a n` O 11 ' _ �U U coo U. E — V) N o, 3 � 3 �o O)�: c W U Un- Z O 8 Z 2 Q v WU) '^ v , p J 0 = J ~ 0 W - Z = Z 0 0 ui � z U) V ! cc L.LI W Q 3 w 0 W LL ILL. O U JOB NO.: 2069-001-019 DWG. NAME: EX-01 DESIGNED BY: BML DRAWN BY: GFF CHECKED BY: DATE: 1 1 /1 /2019 DATE OF PRINT: EX-01 2 OF C SHEETS DigiSigner Document ID: 3dee5fd9-a21f-4c87-a6c7-91e6b2d4e216 R/W 3' 5' S/W 2.0% (MAX.) CEMENT CONCRETE VERTICAL CURB AND GUTTER PROPOSED 36' R/W 20' PAVEMENT 2.0% SECTION A -A SW 365TH ST (MODIFIED TYPE "X") SCALE: 1 " = 6' x , II i I U , , I S x z o p , I O x o _ I O I ( I J p: z o OLLJ ..:. O .. U W �� > pp o -, Q U o I = z a 1 I� (0 O; .i. I o oily II I hI I i cv z o 3z CD TAX PARCEL z O I II ( Q0 I I 302104-9053 II I I z II , I I I o z� , I q O' a o II , I d I a- o \�o oz ' , 3 10' 2.0% LOT 11 — o i' 0.0 _ O FOUND REBAR & CAP 0.2' NORTH OF CORNER — 01 �IO 0 EX PL R/W 8' DITCH 3' 5' S/W 1 2.0% (MAX.) 219.88' (C) 220.00' (R2) I[011 TAX PARCEL 302104- 9171 CHUNG II LEE RS15.0 LOT 2 TAX PARCEL 302104-9059 PHIL GIBONEY RS15.0 LOT 10 TAX PARCEL 859490-0110 VERNON JOHNSON RS15.0 KCSP 1086038 REC. NO. 8803100658 EXISTING POLE, ANCHOR, AND EQUIPMENT EASEMENT TO BE REMOVED FROM THE FUTURE PUBLIC RIGHT-OF-WAY AND EXISTING PSE EASEMENT TO BE RELINQUISHED LOT 3 TAX PARCEL 302104-9172 LAURA SIMONIAN RS15.0 A PP-01 S 88'45'40" E _ 183.66' 36' - TAX PARCEL 302104-9052 MICHAEL D. MARTIN RS15.0 A '-01 A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. PROPOSED 44' R/W 8' DITCH 20' PAVEMENT 10' 2.0%_ Immillwamm SECTION B-B SW 365TH ST (MODIFIED TYPE "X") SCALE: 1 " = 6' THELWIN HEIGHTS VOL. 71, PG. 8 LOT 9 TAX PARCEL 859490-0090 PATRICK WALSH RS15.0 EX PL 8' DITCH LOT 8 TAX PARCEL 859490-0080 PAUL SOTO JR RS15.0 LOT 7 TAX PARCEL 859490-0070 JESUS DIAZ LANDAVERDE 7' FOUND REBAR & CAP RS15.0 LS #36795 2.0' NORTH OF LINE FOUND REBAR &CAP LS #10708 0.4' EAST OF CORNER ------------------114 ----- -.f ------------ 115-----N-88`49'13''_W� 185 .�Milli i o TRACT A 0 (STORMWATER) 3 18,605 S.F. 17,617 S.F. (GROSS) ; 17,702 S.F. (GROSS) 15,142 S.F. (NET) 15,227 S.F. (NET) PROPOSED 10' PRIVATE 185' STORWATER EASEMENT I 20' INGRESS/EGRESS PROPOSED 10' PRIVATE I I ---------- & UTILITIES EASMENT STORWATER EASEMENT --- ' 1-00 , ---------------------------------- r----------------------------- ---, I 00 5 I o �t 18,828 S.F. (GROSS) o C C I 15,132 S.F. (NET) I w PP-01 PP-01 I ;L o 30' INGRESS/EGRESS ; I ;'V rn & UTILITIES EASMENT---------------------------,---------------------------- - z 164 ------------------- 1 4 ---- ----------------------- :o , 17 15,060 S.F. (GROSS) 15,060 S.F. (NET) 15,000 S.F. (GROSS) LOT 4 15,000 S.F. (NET) TAX PARCEL PROPOSED WATER 302104-9173 V(D_ EASEMENT 0 6PROPOSED SEWER PROPOSED SEWER 15,110 S.F. (GROSS) EASEMENT EASEMENT15,110 S.F. (NET) ------------------------(DRIVEWAY ACCESS) g -----------------------------------RIVEWAY ACCESS PP-01 PROPOSED WATER 15' 15' _ _ _ 100' EASEMENT (DRIVEWAY ACCESS) SW 365TH ST TAX PARCEL 302104-9154 MICHAEL & KRISTINE MARTIN RS15.0 623,E N 88'45'40" W IM SCALE: 1 " = 30' 30 15 0 30 60 CONTOUR INTERVAL = 2' SITE DATA SITE ADDRESS: 364XX 6TH AVE SE FEDERAL WAY, WA 98023 PARCEL NUMBER: 302104-9173 SITE AREA: 3.30 AC (143,830 SF) ZONING: RS 15.0 EXISTING USE: VACANT LAND PROPOSED USE: 6-LOT SINGLE-FAMILY RESIDENTIAL SUBDIVISION DEVELOPMENT STANDARDS (RS 15.0) — — — `- — MIN. LOT SIZE: 15,000 SF MINIMUM LOT WIDTH: N/A MINIMUM LOT DEPTH: N/A SETBACKS: FRONT: 20' REAR: 5' SIDE: 5' SIDE STREET: 10' BUILDING HEIGHT: 30' MAX. LOT COVERAGE: 50% OF LOT PERMITTED DENSITY: RS 15.0 DU/AC PROPOSED DENSITY: RS 15.0 DU/AC UTILITY PROVIDERS SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT TAX PARCEL POWER: PUGET SOUND ENERGY 3021049069 GAS: PUGET SOUND ENERGY MONTEVISTA PARNERS TELEPHONE: CENTURY LINK RS15.0 FIRE: FEDERAL WAY FIRE DISTRICT NO. 39 SCHOOL: FEDERAL WAY SCHOOL DISTRICT #210 OWNER/DEVELOPER VERISTONE HOMES 6725 116TH AVE NE, STE 210 KIRKLAND, WA 98033 (425) 828-9800 CONTACT: TY PENDERGRAFT ENGINEER/PLANNER/ SURVEYOR/LANDSCAPE ARCHITECT ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE S, #205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: BRANDON LOUCKS, P.E. FILE #19-101820-00-SU FREVISIONS NO. DESCRIPTION/DATE BY 1 REVISIONS PER CITY ESM COMMENTS 02/14/2020 SIC F m �Fc 00 TER ANAL EN�� 02/14/2020 - U IM O '- RD coI CD —� 00 N N M N LO N C � ;, U) E Q fY ¢ 3 v Q- p W -i� M -v -v W z o w �� zLO 0 w N cM .,_, �o 0 'S 0 a E z U) 0 J4c� O co * � U C 5' Zo � � ;_ J 0 .0 U In E — U) N e, 3 � •L 3 �_y 3 =o 0)3: C wV 3 U0 z _z Q 9 U) z W f'- O J Z � � W = O z O w Q z CC \wLLJ / w CL Q 3 QJQ W 0 w L_ O U JOB NO.: 2069-001-019 DWG. NAME: PP-01 DESIGNED BY: BML DRAWN BY: GFF CHECKED BY: DATE: 11/1/2019 DATE OF PRINT: PP-01 3 OF 5 SHEETS DigiSigner Document ID: 3dee5fd9-a21f-4c87-a6c7-91e6b2d4e216 Z/ O U W N Of Z Z � 0 W J J J O ry i— Z O U w U 3 N 0 O 1 -0 n C d o m U >. F- m a� an 1�) M m Q O M M :�F o M w o o) o N 0 co N N / N 370 365 360 355 350 345 340 335 -- B I I ---- I I TTOM ------ -- � -_ --� EXISTING 6" - PROPOSED :w_BO. TOP OF ------- GRADE OM _OF_ ROUND STORAG --- - STORAGE; 344.5 _335.5 TOP 345.5 ElfEV. 335j0 I I SEDIM NT STORAGE I 1 +00 POND CROSS SECTION A —A SCALE: 1"=20' HORIZ. 1 "=5' VERT. 370 370 365 365 360 360 355 355 350 350 345 345 340 340 335 335 A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. A 6 EXISTING 4--i—Top— GRObI NDF- 345.5 1 - - BOTTOM i --- `61> ELEV.1335.0 PROPOSED G -- ADE 370 365 360 SIGHT DISTANCE CALCULATIONS 355 PER 2011 AASHTO SEC. 9.5 350 POSTED SPEED DESIGN SPEED 345 INTERSECTION SITE DISTANCE: 340 LEFT TURN RIGHT TURN 335 TRAVELED WAY SETBACK 1 +80 1 +00 POND CROSS SECTION B—B SCALE: 1„=20' HORIZ. 1 =5 VERT. = 25 MPH (6TH AVE SW & SW 365TH ST) = 30 MPH (6TH AVE SW & SW 365TH ST) = 335 FT. = 290 FT. = 14.5' LEGEND n SD EXISTING STORM DRAINAGE s EXISTING SANITARY SEWER -w EXISTING WATER MAIN SD PROPOSED 12" 0 STORM DRAINAGE PROPOSED LOW PRESSURE SEWER MAIN w PROPOSED 8" 0 WATER MAIN ►� WATER VALVE FIRE HYDRANT SANITARY SEWER MANHOLE � CATCH BASIN, TYPE 1 STREET LIGHT PROPOSED LOT LINE -- -- PROPOSED RIGHT OF WAY LINE ----------------------- BUILDING SETBACK LINE SCALE: 1 " = 30' — — — — PROPOSED EASEMENT LINE 390 388 PROPOSED CONTOURS 30 15 0 30 60 CONTOUR INTERVAL = 2' EXISTING CONTOURS --388 PROPOSED CLEARING LIMIT LINE /rllllllll \II \ \ 1 r� FILE #19-101820-00-SU REVISIONS NO. DESCRIPTION/DATE BY 1 REVISIONS PER CITY ESM COMMENTS 02/14/2020 IC Af Of ASy�4 � � n m Un Q� 5 85 S��NAL �STE EN�� 02/ 20 no U �C v J rn OJ N M 2 C 012 cf) �Q � a o a LU 3 v m '0-0 Lu ® Z Li U- c c C� Z `n 0 w �co 0 C �0 0 :3 00 Q) E Z00 v'v, >1c �Ui> JQ � O 4- ��— U — c o Z 0 �> o O'* 'oco �U U CO ILL E — 3 �L 3 � L C 0 0)?: C WU .7= 3 Un Z 0 8 Z Q 9 4z J V W _Z 0 = J " W Z = �7- 0 w U) _ W z > W J w 0 Ld Ld_ LL- U JOB NO.: 2069-001-019 DWG. NAME: PP-02 DESIGNED BY: BML DRAWN BY: GFF CHECKED BY: DATE: 11/1/2019 DATE OF PRINT: P P-02 4 OF C SHEETS DigiSigner Document ID: 3dee5fd9-a21f-4c87-a6c7-91e6b2d4e216 O a' - MAR 130 C7 Z 'W W U. Q n o 0 s Z O 1 FIR TREE MAPLE TREE ALDER TREE REDWOOD TREE TREE UNIT CREDIT TABLE OEXISTING TREE TO BE RETAINED TREE UNIT CREDITS x EXISTING TREE TO BE REMOVED PER FWRC 19.120.130(4) TREE UNIT CREDITS FOR THE RETENTION OF EXISTING TREES AND THE PLANTING OF NEW TREES SHALL BE AWARDED AS FOLLOWS: TABLE 19.120.130-2 - TREE UNIT CREDITS CEDAR TREE EXISTING TREE CATEGORY TREE UNIT CREDIT MADRONA TREE EXISTING TREE 1 " TO 6" D.B.H. 1.0 TREE UNITS PER TREE RETAINED EXISTING TREE > 6" TO 12" D.B.H. 1.5 TREE UNITS PER TREE RETAINED WILLOW TREE EXISTING TREE > 12" TO 18" D.B.H. 2.0 TREE UNITS PER TREE RETAINED COTTONWOOD TREE EXISTING TREE > 18" TO 24" D.B.H. 2.5 TREE UNITS PER TREE RETAINED CHESTNUT TREE EXISTING TREE > 24" D.B.H. 3.0 TREE UNITS PER TREE RETAINED TREE (UNSPECIFIED) HOLLY TREE TREE RETENTION DATA PER FWRC 19.120.130 TREE AND VEGETATION RETENTION STANDARDS, THE TOTAL NUMBER OF TREE UNITS REQUIRED TO BE PROVIDED SHALL BE CALCULATED BY MULTIPLYING GROSS SITE ACREAGE, MINUS ANY PROPOSED PUBLIC OR PRIVATE STREETS BY THE REQUIRED TREE DENSITY (IN TREE UNITS PER ACRE) GROSS SITE AREA: 143,830 SF (3.30 AC) LESS AREA OF INGRESS/EGRESS EASEMENTS: 34,554 SF (0.79 AC) NET SITE AREA: 109,276 SF (2.51 AC) PER FWMC TABLE 19.120.130-1, MINIMUM TREE DENSITY REQUIREMENTS FOR VACANT OR REDEVELOPING SITES IN SINGLE FAMILY ZONES IS 25 TREE UNITS PER ACRE. 25 TREE UNITS/ AC. X NET SITE AREA (AC.) = TOTAL NUMBER OF TREE UNITS REQUIRED TO BE RETAINED. 25 X 2.51 =1 63 TREE UNITS REQUIRED TO BE RETAINED TOTAL NUMBER OF TREE UNIT CREDITS SHOWN RETAINED = 71.5 REPLACEMENT TREE CATEGORY SMALL CANOPY SPECIES (MATURE CANOPY AREA < 450 SF) MED. CANOPY SPECIES (MATURE CANOPY AREA 450 TO 1,250 SF) LRG. CANOPY SPECIES (MATURE CANOPY AREA > 1,250 SF) .50 TREE UNITS PER TREE PLANTED 1.0 TREE UNITS PER TREE PLANTED 1.5 TREE UNITS PER TREE PLANTED ----------------------- 330 342 338 ' 331 356 354 340 53 335 352 � 350 51 339 --------- 49 357 ----J 358 348 Mw 9W346 337 347 AND GRADE. CITY OF FEDERAL WAY FILE NO. 15-106142-00-EN; 19-104539-00-SE TREE UNIT CREDITS MULTIPLIER LOT NUMBER 1 BY LOT 1.0 1 "-6" DBH 2 1.5 >6"-12" DBH 3 2.0 >12"-18" DBH 1 2.5 >18"-24" DBH 0 3.0 >24" DBH 0 TOTAL CREDITS 8.5 2 1 7 2 2 2 26.5 3 0 8 2 2 1 20 4 1 3 3 0 0 11.5 5 0 0 1 0 0 2 6 0 0 0 0 1 3 71.5 TOTAL RETAINED TREE UNIT CREDITS EXISTING TREES TO BE REMOVED. REFER TO EXISTING TREE LEGEND FOR SPECIES, THIS SHEET REFER TO SEPARATE PLAN SET FOR TREE RETENTION FOR THE MONTEVISTA SHORT PLAT SCALE: 1 " = 50' 50 25 0 50 100 CONTOUR INTERVAL = 2' CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 FILE #19-101820-00-SU PERMIT N0. --------- FREVISIONS NO. DESCRIPTION/DATE BY 1 REVISIONS PER CITY ESM COMMENTS 02/14/2020 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFTE No. 743 ilCA M O � mrn co Nto N tM to 04 C11v s L VJ cca C a 3 W J _o p O N W ow Z U- oa CC � � ZLO W �o o c W Z�0) Ui p,Q) rn � C z� �Qcz O No C V Z 0 vA� Zoe �; -1 a_ _ U ccyi U- — fn N p, 3 c -y 3 �o rn3 c W U •= n _ 7 U0- Z F7 O H 8 Z_ 2 0 3 Vl w � Qz J 0 W o- J z .I O w Z = z w O w L T W �+ W I.L. \w 3 J w w w L- O U JOB NO.: 2069-001 -019 DWG. NAME: TR-01 DESIGNED BY: BML DRAWN BY: GFF CHECKED BY: DATE: 11/1/2019 DATE OF PRINT: TR-01 5 OF 5 SHEETS