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19-105850
Jan 11, 2018 — Preapp Conference (file #17-106091-PC) Dec 16, 2019 — Short Plat applied for (file #19-105850-SU) Jan 23. 2020 — Short Plat complete May 20, 2020 = Tech Comment Letter #1 missing traffic comments, but includes: "More information is required regarding the subject parcels access rights, and those of future subdivided lots to SW 344th Place, which is a private road in a tract." Oct 16, 2020 —.Deadline Approaching email requesting resub by November 22, 2020 to agent Dec 1, 2020 — Deadline Approaching email requesting resub by May 30, 2021 to applicant/owner Jun 21, 2021— Email to applicant requesting status update Jul 6, 2021— Deadline to resubmit via June 22, 2021 email to applicant/property owner Jul 9, 2021— Notice of Expired Application Issued Jul 26, 2021— Resubmittal Aug 6, 2021— Resubmittal Aug 21, 2021—Tech Comment Letter #2 Mar 29, 2022 — Meeting with applicant, consultant, CD and PW staff Nov 28, 2022 — Notice of Expired Application Issued Grace Skidmore From: Chaney Skadsen Sent: Tuesday, December 27, 2022 11:03 AM To: Permit Center Subject: Kislyak Permit Costs Hello, Keith has a meeting with an upset customer with an expired permit on Thursday. Will you please help provide the amount of permit fees that have been paid for associated with the Kislyak Short Plat application? I found the following file numbers on Amanda, but maybe there are some other out there I am unaware of. File #19-105850-SU File #19-105853-CN File #21-103146-AD File #21-103147-SE Will it be possible to get this data for Keith before Thursday? Thank you, Chaney Skadsen Senior Planner F erai Yv@iy Ph: 253-835-2644 33325 8th Avenue South Federal Way, WA 98003-6325 www.cityoffederalway.com Share your Update 2024 thoughts, ideas, and comments by visiting https:llengapefw.com AkCITY OF Federal Way Centered on Opportunity Mr. Petr Kislyak 6608 12rh Street East Fife, WA 98424 1kis1yak gmail.com Re: File No. 19-105850-00-SU; LETTER OF COMPLETE APPLICATION Kislyak Short Plat, 34402 24,h Place SW, Federal Way Dear Mr. Kislyak: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityofiederalway. com Jim Ferrell, Mayor January 23, 2020 The Community Development Department is in receipt of the December 16, 2019, application submittal for the short subdivision of one single-family residential lot into six single-family residential lots. Pursuant to Federal Way Redred Cede TWRC) 18.30.050(a), within 28 days of receiving a short subdivision application, the department shall notify the applicant whether the application is complete, or whether additional information is necessary. NOTICE OF COMPLETE APPLICATION Please consider this correspondence a formal Letter of Complete Application. Pursuant to FWRC 18.30.050, the application is deemed complete as ❑f]anuary 13, 2020, The complete application determination is based on a review of your submittal relative to those requirements as set forth in FWRC 18.30.030, The submittal requirements are not intended to determine if an application conforms to the City of Federal Way codes; they are used only to determine if all required materials have been submitted. NOTICE OF APPLICATION Formal processing and review of your short plat application will now begin. A Notice of Application (NOA) will be posted on the city's official notice boards and published in the Federal Way Mirror within 14 days of this letter, pursuant to FWRC 18.30.080(2). The city has prepared two large yellow Public Notice Board that the applicant is responsible for posting on site by Friday, January 24, 2020.1 have previously emailed you that the boards are available for pickup at the Permit Center will call desk, and posting instructions have been provided to you. CLOSING Formal processing and review of your application will now begin. The Development Review Committee (SRC) staff is preparing initial technical review comments that will. be forwarded to you in a separate correspondence at a later date. Techaical review comments may result in a request for additional information and revisions in order to comply with applicable code requirements. if you have any questions regarding this project, please feel free to contact me at 253-835-2652, or ixn.harris ci offederalw .c m. Sincerely, Harris Senior Planner enc: Notice of Application c: Kevin Peterson, Senior Engineering Plans Reviewer Sarady Long Senior Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Edward Mecum, Encompass Engineering, Vmeeuet 0 n� enmpass.net Doc I.D. 80069 19-I05850-00-SU Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper St., Ste 201, Issaquah, WA 98027 Phone: (425) 392-0250 Fax: (425) 391-3055 RECEIVED DEC 16 2019 cmr OFFEDERAL MENT MAN"A�RT PLAT LOT CLOSURE CALCULATIONS NOVEMBER 21, 2019 Eastern Washington Division 108 East 2nd Street, Cie Elum, WA 98922 Phone: (509) 674-7433 Fax: (509) 674-7419 www.EncompassES.net Name: Right of Way Dedication Description: 3/4 STREET North: 4805.9106' East: 5933.6859' Segment #1 Line Course: S89.150000W (dms) Length: 46.69' North: 4805.2995' East: 5886.9999' Segment #2 Line Course: S89.150000W (dms) Length: 55.78' North: 4804.5693' East: 5831.2247' Segment 43 Line Course: S89.150000W (dms) Length: 55.96' North: 4803.8368' East: 5775.2695' Segment 44 Line Course: S89.150000W (dms) Length: 56.14' North: 4803.1020' East: 5719.1343' Segment #5 Line Course: S89.150000W (dms) Length: 56.32' North: 4802.3648' East: 5662.8192' Segment #6 Line Course: S89.150000W (dms) Length: 161.76' North: 4800.2474' East: 5501.0730' Segment #7 Line Course: N0.450000W (dms) Length: 41.50' North: 4841.7438' East: 5500.5298' Segment #8 Line Course: N89.150000E (dms) Length: 448.23' North: 4847.6110' East: 5948.7214' Segment #9 Line Course: 50.090000E (dms) Length: 56.66' North: 4790.9512' East: 5948.8697' Segment *10 Curve Length: 23.72' Radius: 15.00' Delta: 090.360000 (dms) Tangent: 15.16' Chord: 21.32' Course: N45.270000W (dms) Course In: 589.510000W (dms) Course Out: N0.450000W (dms) RP North: 4790.9119' East: 5933.8698' End North: 4805.9078' East: 5933.6763' Perimeter: 1002.75' Area: 18642.17 Sq. Ft. Error Closure: 0.0101 Course: 573.591534W (dms) Error North:-0.00278 East:-0.00967 Precision 1: 99045.54 ************************************************************************ Name: Lot 1 North: 4800.2475' East: 5501.0815' Segment #1 Line Course: N89.150000E (dms) Length: 161.76' North: 4802.3649' East: 5662.8276' Segment #2 Line Course: S0.090000E (dms) Length: 80.25' North: 4722.1152' East: 5663.0377' Segment #3 Line Course: S89.400700W (dms) Length: 160.92' North: 4721.1844' East: 5502.1204' Segment #4 Line Course: N0.450000W (dms) Length: 79.07' North: 4800.2477' East: 5501.0854' Perimeter: 481.99' Area: 12851.52 Sq. Ft. Error Closure: 0.0039 Course: N87.524759E (dms) Error North: 0.00015 East: 0.00393 Precision 1: 123589.74 ************************************************************************ Name: Lot 2 North: 4721.1879' East: 5502.1164' Segment #1 Line Course: N89.400700E (dms) Length: 160.92' North: 4722.1186' East: 5663.0337' Segment #2 Line Course: 50.090000E (dms) Length: 47.40' North: 4674.7188' East: 5663.1578' Segment #3 Line Course: S89.400700W (dms) Length: 160.43' North: 4673.7909' East: 5502.7305' Segment #4 Line Course: N0.450000W (dms) Length: 47.40' North: 4721.1868' East: 5502.1100' Perimeter: 416.15' Area: 7615.97 Sq. Ft. Error Closure: 0.0065 Course: S80.300948W (dms) Error North:-0.00106 East:-0.00636 Precision 1: 64023.08 ************************************************************************ Name: Lot 3 North: 4802.3649' East: 5662.8260' Segment 41 Line Course: N89.150000E (dms) Length: 56.32' North: 4803.1021' East: 5719.1411' Segment #2 Line Course: S0.090000E (dms) Length: 128.06' North: 4675.0425' East: 5719.4764' Segment #3 Line Course: S89.400700W (dms) Length: 56.32' North: 4674.7168' East: 5663.1573' Segment #4 Line Course: N0.090000W (dms) Length: 47.40' North: 4722.1166' East: 5663.0333' Segment #5 Line Course: N89.400700E (dms) Length: 0.03' North: 4722.1168' East: 5663.0633' Segment #6 Line Course: S89.400700W (dms) Length: 0.03' North: 4722.1166' East: 5663.0333' Segment #7 Line Course: N0.090000W (dms) Length: 80.25' North: 4802.3663' East: 5662.8232' Perimeter: 368.40' Area: 7200.26 Sq. Ft. Error Closure: 0.0032 Course: N62.283493W (dms) Error North: 0.00146 East:-0.00281 Precision 1: 115128.12 ************************************************************************ Name: Lot 4 North: 4803.1021' East: 5719.1411' Segment #1 Line Course: N89.150000E (dms) Length: 56.14' North: 4803.8369' East: 5775.2763' Segment #2 Line Course: 50.090000E (dms) Length: 128.47' North: 4675.3674' East: 5775.6127' Segment 43 Line Course: S89.400700W (dms) Length: 56.13' North: 4675.0427' East: 5719.4836' Segment #4 Line Course: N0.090000W (dms) Length: 128.06' North: 4803.1023' East: 5719.1483' Perimeter: 368.79' Area: 7199.67 Sq, t. Error Closure: _ ourse: N88.211682E (dms) Error North: 0.00021 East: 0.00720 Precision 1: 51222.22 ************************************************************************ Name: Lot 5 North: 4803.8369' East: 5775.2713' Segment #1 Line Course: N89.150000E (dms) Length: 55.96' North: 4804.5693' East: 5831.2265' Segment #2 Line Course: 50.090000E (dms) Length: 128.88' North: 4675.6898' East: 5831.5639' Segment #3 Line Course: S89.400700W (dms) Length: 55.96' North: 4675.3661' East: 5775.6049' Segment #4 Line Course: N0..090000W (dms) Length: 128.47' North: 4803.8357' East: 5775.2685' Perimeter: 369.26' Area: 7200.14 Sq. Ft. Error Closure: 0.0030 Course: S67.165286W (dms) Error North:-0.00117 East:-0.00278 Precision 1: 123090.00 ************************************************************************ I-) Name: Lot 6 North: 4804.5693' East: 5831.2265' Segment #1 Line Course: N89.150000E (dms) Length: 55.78' North: 4805.2995' East: 5887.0018' Segment #2 Line Course: 50.090000E (dms) Length: 129.28' North: 4676.0199' East: 5887.3402' Segment #3 Line Course: S89.400700W (dms) Length: 55.78' North: 4675.6973' East: 5831.5611' Segment #4 Line Course: N0.090000W (dms) Length: 128.88' North: 4804.5769' East: 5831.2237' Perimeter: 369.72' a: 7199.75 Sq. t. Error Closure: 0.0080 Course: N20.245675W (dms) Error North: 0.00752 East:-0.00280 Precision 1: 46215.00 ************************************************************************ Name: TRACT A Description: STORMWATER & OPEN SPACE North: 4805.2995' East: 5887.0018' Segment #1 Line Course: N89.150000E (dms) Length: 46.69' North: 4805.9106' East: 5933.6878' Segment #2 Curve Length: 23.72' Radius: 15.00' Delta: 090.360000 (dms) Tangent: 15.16' Chord: 21.32' Course: 545.270000E (dms) Course In: 50.450000E (dms) Course Out: N89.510000E (dms) RP North: 4790.9119' East: 5933.8841' End North: 4790.9540' East: 5948.8812' Segment #3 Line Course: 50.090000E (dms) Length: 114.58' North: 4676.3744' East: 5949.1812' Segment #4 Line Course: S89.400700W (dms) Length: 61.84' North: 4676.0167' East: 5887.3422' Segment #5 Line Course: N0.090000W (dms) Length: 129.28' North: 4805.2963' East: 5887.0038' Perimeter: 376.11' Area: 7959.82 Sq. Ft. Error Closure: 0.0038 Course: 531.542938E (dms) Error North:-0.00322 East: 0.00200 Precision l: 98344.74 STUDENT WALKWAY ASSESSMENT K I SLYAK RECEIVED PRELIMINARY SHORT PLAT DEC 16 2019 Cfry OFCOMMUNITY DEVELOPAY ENT PREPARED FOR: PETR KISLYAK 6608 12TH STREET EAST FIFE, WA 98424 PREPARED BY: ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER ST., SUITE 201 ISSAQUAH, WASHINGTON 98027 (425) 392-0250 DATE: December 16, 2019 REVISED: CITY OF FEDERAL WAY FILE NO. ENCOMPASS FILE #176794 Site Address: 34402 24th PI SW, City of Federal Way, WA King County Tax Parcel No.: 894720-0110 Project Narrative This project involves developing a 1.74-acre parcel into 6 single family residential lots. The project will provide a new dedicated road connecting 22"d Place SE and 24th Place SW (a private road). The dedicated road will be developed with 5 ft sidewalks and landscape tracts fronting the lots. Each new lot will access directly onto the new dedicated road. A site plan is included with this report. SCHOOL INFORMATION: The school age children from the proposal will attend the following: Sherwood Forest Elementary Illahee Middle School Todd Beamer High School 34600 12th Ave SW, 36001 lst Ave S, 35999 16'h Ave S, Federal Way, WA 98023 Federal Way, WA 98003 Federal Way, WA 98003 253-945-3800 253-945-4600 253-945-2570 CURRENT BUS STOWWALKING INFORMATION See attached Pictures and route maps) Sherwood Forest Elementary: is within walking distance of an established bus stop located at 25th Ave SW at SW 3461h St. Students will walk west from the proposed dedicated road/development entrance then north on 24th Pl SW (a private road), turn west on SW 344th St., continue approximately 500 ft on the south side of 344th St. along a varying 6-8 ft wide combination of paved/vegetated shoulder to 25th Ave SW, continue south on 25th Ave SW approximately 450 ft to the established stop located on the corner of 25th Ave SW and SW 346th St. There is a 25 mph speed limit on 25th Ave, which is in an established neighborhood. Rlahee Middle School and Todd Beamer High School: are within walking distance of an established bus stop located at 27th Ave SW at SW 345th Ct. Students will walk west from the proposed dedicated road/development entrance, then north on 24th PI SW (a private road), turn west on SW 344th St., continue approximately 730 ft on the south side of 344th St. along a varying 6-8 ft wide combination of paved/vegetated shoulder to 27th Ave SW, turn south on 27th Ave SW, continue approximately 465 ft to the established bus stop on 27th Ave SW at SW 345th Ct. 27th Ave SW is an established neighborhood and has concrete sidewalks on both sides of the street to SW 345th Ct and beyond. Al � � r rt • � IN 42 r .- {may •� `y�� � `Google ' � �r'ya_ -y" ��in � {� •❑` �. � `•. ' r *,r� � fir~ f~ �Fji.�T•S: _ �NX —Ar Al- �.� - .L..• .wu��! 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RN.y>< s: w I4 E� kl., w p RK I R,i 434Y� F�L� �i 44, iY 1 �g� r �'� O• A b cog GN I♦ .• I Or Ir I �� �o I I ! 0 I i icor itle f TICOR TITLE' RECEIVED 2825 Colby Ave, TSte. T300 DEC 16 2019 Commitmerltj RALwaInsurance COMMUNITY DEVELOPMENT 2825 Colby Ave, Ste. 300 Title Officer: Charie Winburn Everett, WA 98201 Email: charie.winbum@ticortitle.com Phone No.: (425)255-7472 File No.: 70127009 Property Address: 34402 24th Place Southwest Federal Way, WA 98023 END OF Introducing Ticor Title Live LOOK LiveLOOK title document delivery system is designed to provide 24/7 real-time access to all information related to a title insurance transaction. Access title reports, exception documents, an easy -to -use summary page, and more, at your fingertips and your convenience. To view your new Ticor Title Live LOOK report, Click Here MOM mLe' Effortless, Efficient, Compliant, and Accessible SUBDIVISION Issued By: COMMONWEALTH LAND TITLE INSURANCE COMPANY by its agent: . TICOR TITLE' COMPANY Guarantee/Certificate Number: 70127009 COMMONWEALTH LAND TITLE INSURANCE COMPANY, a corporation, herein called the Company, GUARANTEES Ticor Title And Escrow, their successors and/or assigns herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Commonwealth Land Title Insurance Company By: Ticor Title Company 2825 Colby Ave, Ste. 300 Everett, WA 98201 President `�• .pfl TITtE �i Countersigned By: �xv p R" Attest: ` SEAL Authorized Officer or Agent "'��«��"Secretary Subdivision Guarantee/Certificate Printed: 12.13.19 @ 12:19 PM Page 1 WA-TT-FNWT-02840.660004-SPS-1-19-70127009 COMMONWEALTH LAND TITLE INSURANCE COMPANY GUARANTEEXERTIFICATE NO. 70127009 ISSUING OFFICE: Title Officer: Charie Winburn Ticor Title Company 2825 Colby Ave, Ste. 300 Everett, WA 98201 Phone: 425-586-6969 Fax: 877-521-9938 Main Phone: (425)255-7472 Email: charieminburn(q ticortiile.com SCHEDULE A Liability Premium _ Tax $1,000.00 $350.00 $35.00 Effective Date: December 10, 2019 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Leonid T. Kislyak, also appearing of record as Leonid Kislyak and Luybov Kislyak, husband and wife subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Guarantee/Certificate Printed: 12.13.19 @ 12:19 PM Page 2 WA-TT-FNWT-02840.660004-SPS-1-19-70127009 EXHIBIT "A" Legal Description ForAPN/Parcel IQ s:_ 894720-0110-02 LOT 11, VIRGINIA HILLS, ACCORDING TO THE PLAT THEREOF IN VOLUME 115 OF PLATS, PAGE(S) 35 AND 36, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Subdivision Guarantee/Certificate Printed: 12.13.19 @ 12:20 PM Page 3 WA-TT-FNWT-02840.660004-SPS-1-19-70127009 COMMONWEALTH LAND TITLE INSURANCE COMPANY SCHEDULE B GENERAL EXCEPTIONS: GUARANTEE/CERTIFICATE NO. 70127009 H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. SPECIAL EXCEPTIONS: Agreement and the terms and conditions thereof: Between: Recording Date: Recording No.: Regarding: Water District No. 124 and Tide Builders, Inc. February 14, 1979 7902141359 To Construct Certain Water Mains and Payment Thereof 2. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on the Plat of Virginia Hills: Recording No: 8007150545 3. Recital as contained in affidavit recorded September 30, 1980 under recording number 8009300837, as follows: E. L. Barnard, being first duly sworn, deposeth and says that he is the Land Surveyor who prepared the Plat of "Virginia Hills" in which two error's exists as follows: Note: Regarding tract "B" and private road should be revised to read: Note: Maintenance of the private road shown hereon 124Th place Southwest and Southwest 344Th street shall be the responsiblity of the Lots which abut it, I.E. Lots 1, 2, 3, 4, 5, 6 and 11. Said Lots to be 1/7Th undivided interest. Tract "B" to be deeded to King county. 4. Covenants, conditions, restrictions and easements but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording Date: September 30, 1980 Recording No.: 8009300838 SubdlvWon Guarantee/Certificate Printed: 12.13.19 @ 12:20 PM Page 4 WA-TT-FNWT-02840.660004-SPS-1-19-70127009 COMMONWEALTH LAND TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 70127009 SCHEDULE B (continued) 5. Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording Date: October21, 1980 Recording No.: 8010210353 6. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on Survey: Recording No: 9512019007 7. Latecomer Agreement, and the terms and conditions thereof: Recording Date: December 16, 2016 Recording No.: 20161216000734 8. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2019 Tax Account Number: 894720-0110-02 Levy Code: 1205 Assessed Value -Land: $169,000.00 Assessed Value -Improvements: $416,000.00 General and Special Taxes: Billed: $6,688.03 Paid: $6,688.03 Unpaid: $0.00 A deed of trust to secure an indebtedness in the amount shown below, Amount: $210,000.00 Dated: September 23, 2004 Trustor/Grantor: Leonid Kislyak, who is also known of record as Leonid T. Kislyak, and Lyubov Kislyak, husband and wife Trustee: Fidelity National Title Beneficiary: Sound Trustee Corp Loan No: 0529978369 Recording Date: September 30, 2004 Recording No.: 20040930002474 Subdivision Guarantee/Certificate Printed: 12.13.19 @ 12:20 PM Page 5 WA-TT-FNWT-02840.660004-SPS-1-19-70127009 COMMONWEALTH LAND TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 70127009 SCHEDULE B (continued) and Re -Recording Date: November 8, 2012 and Re -Recording No.: 20121108000521 Reason: Re -recorded to correct the lenders name from Sound Trustee Corp to First Northwest Mortgage Corporation, a Washington corporation By various assignments, the beneficial interest thereunder is now held of record in: Assignee: Nationstar Mortgage LLC Loan No.: 5297836/0529978369 Recording Date. January 23, 2017 Recording No: 20170123000660 END OF EXCEPTIONS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. Note A: Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: LT 11, VIRGINIA HILLS Tax Account No.: 894720-0110-02 Note B: Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 34402 24th Place Southwest Federal Way, WA 98023 END OF NOTES END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 12.13 19 @ 12:20 PM Page 6 WA-TT-FNWT-02840.660004-SPS-1-19-70127009 r KC5P 386045 a7024203218 LOT 2 LOT 1 � PE9 wI d n Ira n 17;2235 &F 3. Ar 9113 { ray - S4F 344TH ST - _ _ 132r. '01 1232,_3 CCU-3 70 LDr; 4 a s S.W. WTH 5T L�`1_�k! aai 9P:fid " a ham, J jr �• 14340 (10 s4. .- Ay we2e I.. 117 ,' i_•.. U1La' }i' 51 t1eQe .i °4aP. 09„ m) .,.=- _ uY IrCrI, ID }Or.01po RIN 344Tdi PL i :.S'- .iS 894720 o 3a4TH GOINZT - VIRGINIAHILtS �. e AG EM ]D7i1G l Lf•51' i:� lI'Ol_ S}6�3i36 ,inMU T 1n 1.2 �np yi91'3p� 1702iJ G464 1 'a k-11 `a _ " UOL276 d .0� t F 3J-90-J7 E Mfe'.?6 1k•J i �1,�� ?Y Y'11 72i+ 95T48A WRIGHT'S HII-LIME TRACTS 1?95,i3 ------------ ---'—•---.—_—'- _M 9G:3i-73 C It g3-34 -9-'- E S.W. 34H FH S7. —•K�a,� — .ri "21S . ® _ A, 011470 I z r+n A DERWO a SO JTH IV. 2 Pull lar "� •y T 26 2 139D21 0's5 Pr:12f 9E=21 g13G VOL 19-5 ''ice •` c �� 3[=1d1 561Y15cG7 G990 Q{ 4OGN90O7d799A44 67 0'1 .z% 0,31] Q P?70 r-} n-0, c 71. Er Tp ParcelID: 8947200110 34402 24th PI SW Federal Way, WA 98023 This map/plat is being furnished as an aid in locating the herein described land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. https://clients.sentrydynamics.net/AssrMap?parcelid=8947200110&cnty=WA_King 1 /1 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: December 19, 2019 TO: Cole Elliott, Development Services Manager Scott Sproul, Building Official Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Jennifer Wojciechowski, Federal Way School District F�06A, FOR DRC MTG . ON: FILE NUMBER (s) : RELATED FILE NOS.: PROJECT NAME PROJECT ADDRESS: ZONING DISTRICT: Jim Harris, Sr Planner, jim.haris@cityoffederalway.com January 9, 2020 - Completeness and technical review 19-105850-00-SU 17-106091 PC KISLYAK SHORT PLAT 34402 24TH PL SW RS 7.2 PROJECT DESCRIPTION: Subdivision of one lot into six residential lots with a storm drainage tract, public right-of-way improvements, and associated improvements. LAND USE PERMITS: Short Plat Review Transportation Concurrency PROJECT CONTACT: EDWARD MECUM ENCOMPASS ENGINEERING & SURVEYING MATERIALS SUBMITTED: Short Plat Map Plan Set Title Report School Access Analysis Stormwater TIR Tree Retention Plan Open Space Fee In -Lieu Request Lot Closure Calcs Sewer & Water Certificates 41k Federal Way } RECEIVED DEC 16 2019 MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT CITY OF FEDE 33325 8`h Avenue South COMMUOF D Q MEN Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.citvofeder llway.corn q T i �y (� APPLICATION NO(s) `— I Sid _Oy'� ,' ��_a SC'U-WDate - r 1 Project Name Kislyak Short Plat Property Address/Location 34402 - 24th Place SW Parcel Number(s) 894720-0110 Project Description PT VA QV PRTNT Subdivide one tax parcel into 6 single family residential lots. 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 R5-7.2 Zoning Designation SF -HD Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: Petr Kislyak Address: 6608 12th St. E. City/State: Fife, WA Zip: 98424 Phone: 253-332-9765 Fax: Email: pkislya ail Co Signature: -- Agent (if different than Applicant) Name: Edward Mecum, PE / Encompass Engineering & Surveying Address: 165 NE Juniper St., Suite 201 City/State: Issaquah, WA Zip: 98027 Phone: 425-392-0250 Fax: Email: emecu C I s.net Signature: Owner Name: Leonid T. Kislyak & Luybov Kislyak Address: 34402 24th PI SW City/State: Federal Way, WA Zip: 98023 _ Phone:53��� �765 Fax: Email: Signature: Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application PREPARED FOR PACIFIC NORTHWEST VENTURES, LLC c/o ENCOMPASS ENGINEERING AND SURVEYING, INC. May 22, 018 Geologist A 011U A c5 �+� I, WAS LP Raymond A. Coglas, P.E. Principal Engineer GEOTECHNICAL ENGINEERING STUDY PROPOSED RESIDENTIAL DEVELOPMENT 34402 — 24TH PLACE SOUTHWEST FEDERAL WAY, WASHINGTON ES-5791 Earth Solutions NW, LLC 1805 —136th Place Northeast, Suite 201 Bellevue, Washington 98005 Phone: 425-449-4704 1 Fax: 425-449-4711 www.earthsolutionsnw.com r— Geotechnical Engineering Report � Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solelyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one — noteuen you —should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Set of Project -Specific Factors Geotechnical engineers consider a number of unique, project -specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, ■ not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, i J • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes- even minor ones —and request an assessment of their impact. Geotechnical engineers cannotaccepi responsibility orliabilily for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not tely on a geotechnical engineer- ing reportwhose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ —sometimes significantly — from those indicated in your report Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the reports recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resuIled in costly problems, Lower that risk by having yaur geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report shouild neverbe redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, butpreface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is Iimited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoen*017- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geolechnioai engineering report does not usually relate any geoenvi ro n mental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants, unanticipated on viroamental problems have led to numerous project failures. If you have not yet obtained your own geoen- virmmental information, ask your geotechnical consultant for risk man- agement guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a num- ber of mold prevention strategies focus an keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed In -this report, the geolechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. proper implementalion of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your ASFE-Member Geotechncial Engineer for Additional Assistance Membership in ASFE1The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE-member geotechnical engineer for more information. ' ASF=Fm _1 The Best People ee Eetth 1 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone:301/565-2733 Facsimile:301/589-2017 �J e-mail: info@asfe.org www.asfe.org copyright 2004 by AVE, 117e. oupllcatlon, repradurhon, or copying or this (focumen4 in whole or in part, by any means whatsoever, is strlctly prohibiled, except with A5FE's specific written permission. Excerpting, quoting, or otherwise onracling wording trom this document is permitted only with the express written parmisslon of ASFE and only for purposes of scholarly research or hook review. only members of ASFE may use this document as a complement to or as an element of a geofechnical englaaering report. Anyother Firm, Individual, or other entity that so uses this document without being an ASFE member could be committing negligent or intentional {fraudulent] misrepresentatran. IIGER06045.OM May 22, 2018 ES-5791 Pacific Northwest Ventures, LLC c/o Encompass Engineering and Surveying, Inc. 165 Northeast Juniper Street, Suite 201 Issaquah, Washington 98027 Attention: Mr. Wayne Nelsen Dear Mr. Nelsen: Earth' SolufionsV. Earth Solutions NW LLC Geolechnlcal Engineering, Construction Observation/Testing and Environmental Services Earth Solutions NW, LLC (ESNW) is pleased to present this report titled "Geotechnical Engineering Study, Proposed Residential Development, 34402 — 24th Place Southeast, Federal Way, Washington". Based on the results of our investigation, the proposed project is feasible from a geotechnical standpoint. Our study indicates the site is underlain primarily by glacial till deposits. During our subsurface exploration completed on April 3, 2018, groundwater seepage was not encountered at the test pit locations. However, it is our opinion the contractor should be prepared to respond to discrete zones of groundwater seepage during construction. The proposed residential structures can be constructed on conventional continuous and spread footing foundations bearing upon competent native soil, recompacted native soil, or new structural fill. In general, competent native soil suitable for support of foundations will likely be encountered within the upper two to three feet of existing grades. Where loose or unsuitable soil conditions are exposed at foundation subgrade elevations, compaction of soils to the specifications of structural fill, or overexcavation and replacement with suitable structural fill, will be necessary. Based on our field observations of the glacial till deposits, large-scale (or full) infiltration is not feasible from a geotechnical standpoint. The majority of glacial till deposits observed at the test pit locations were medium dense to dense and contained significant silt content. Such soils should be considered impervious for practicable stormwater design purposes. Conventional methods of stormwater management, such as on -site detention, dispersion, and/or connecting to existing stormwater collection systems, may prove more practical. Pertinent geotechnical recommendations are provided in this study. We appreciate the opportunity to be of service to you on this project. If you have questions regarding the content of this geotechnical engineering study, please call. Sincerely, EARTH SOLUTIONS NW, LLC Terry J.Pbnn Staff Geoloqist 1805 - 136th Place N.E., Suite 201 0 Bellevue, WA 98005 0 (425) 449-4704 0 FAX (425) 449-4711 Table of Contents ES-5791 INTRODUCTION ................................ PAGE General.............. .................... .... ............. ........ 1 ProjectDescription....................................................... 2 SITE CONDITIONS.................................................................. 2 Surface..................................................................6........:..:...... 2 Subsurface .................... I............. ........................ 2 .... .......... Topsoiland Fill .............. :..... :...... :.................. ..:............. 3 NativeSoil ......................................... :.:.................. 3 GeologicSetting........................................................... 3 Groundwater........................................................ 3 Geologically Hazardous Areas ....................................... 3 DISCUSSION AND RECOMMENDATIONS........... ............................. 4 General.................................................................................... 4 Site Preparation and Earthwork ............................................. 4 Temporary Erosion Control ......................................... 5 Stripping....................................................................... 5 Excavations and Slopes ............ :.................... ...... . 5 In -situ and Imported Soils ............................................ 6 Subgrade Preparation .................................................. 6 StructuralFill ....................................................... 7 Foundations............................................................................ 7 SeismicDesign........................................................................ 7 Slab -on -Grade Floors.............................................................. 8 Retaining Walls............................................................. 8 Drainage................................................................................... 9 Preliminary Infiltration Feasibility ............................... 9 Utility Support and Trench Backfjll....... ...........I...................... 9 Prelimina Pavement Sections ....................................... 10 LIMITATIONS..................................................................................... 10 Additional Services................................................................. 10 Earth Solutions NW, LLC t J J GRAPHICS Plate 1 Plate 2 Plate 3 Plate 4 APPENDICES Table of Contents Cont'd ES-5791 Vicinity Map Test Pit Location Plan Retaining Wall Drainage Detail Footing Drain Detail Appendix A Subsurface Exploration Test Pit Logs Appendix B Laboratory Test Results Earth Solutions NW, LLC GEOTECHNICAL ENGINEERING STUDY PROPOSED RESIDENTIAL DEVELOPMENT 34402 — 24TH PLACE SOUTHWEST FEDERAL WAY, WASHINGTON ES-5791 INTRODUCTION General This geotechnical engineering study (study) was prepared for the proposed residential development to be constructed southeast of the intersection between Southwest 344th Street and 24th Place Southwest, in Federal Way, Washington. The purpose of this study was to develop geotechnical recommendations for the proposed project. The scope of services for completing this study included the following: Excavation of test pits for purposes of characterizing site soil conditions; Laboratory testing of soil samples collected at the test pit locations; • Engineering analyses, and; Y Preparation of this report. The following documents and maps were reviewed as part of preparing this study: • Preliminary Site Plan, prepared by Encompass Engineering and Surveying, Inc., dated December 8, 2017; Geologic Map of the Poverty Bay 7.5' Quadrangle, King and Pierce Counties, Washington, prepared by Derek B. Booth, Howard H. Waldron, and Kathy G. Troost, dated 2004; • King County Liquefaction Susceptibility Map, endorsed by the King County Flood Control District, dated May 2010; Critical Areas Map, prepared by the City of Federal Way, Washington, dated May 2016; m Chapter 19.145 of the Federal Way Revised Code (FWRC), and; • Online Web Soil Survey (WSS) resource, provided by the United States Department of Agriculture (USDA), Natural Resources Conservation Service. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC ES-5791 c/o Encompass Engineering and Surveying, Inc. Page 2 May 22, 2018 Pro'ect Description The preliminary site layout indicates the subject site will retain the existing single-family residence on site, and five new single-family residences and associated infrastructure improvements will be constructed. Concerning the individual lots, earthwork and grading activities had begun at the time of our April 2018 fieldwork. We anticipate grade cuts and fills of about 5 to 10 feet will be necessary to achieve the majority of finish grade elevations. Retaining walls and/or rockeries may be incorporated into final designs to accommodate grade transitions, where necessary. The proposed development will likely incorporate conventional stormwater management techniques. At the time of report submission, specific building load and grading plans were not available for review; however, we anticipate the proposed structures will be two to three stories in height and constructed utilizing relatively lightly loaded wood framing supported on a conventional foundation system. Perimeter footing loads will likely be 1 to 2 kips per lineal foot. Slab -on - grade loading is anticipated to be approximately 150 pounds per square foot (psf). If the above design assumptions are incorrect or change, ESNW should be contacted to review the recommendations provided in this report. ESNW should review final designs to confirm that our geotechnical recommendations have been incorporated into the plans. SITE CONDITIONS Surface The subject site is located approximately 150 feet southeast of the intersection between Southwest 344th Street and 24th Place Southwest, in Federal Way, Washington. The approximate location of the property is illustrated on Plate 1 (Vicinity Map). The property is comprised of one tax parcel (King County Parcel No. 894720-0110) totaling about 1.74 acres. The site is bordered to the north and west by single-family residences, to the south by a forested area, and to the east by 22nd Place Southwest. A single-family residence, outbuildings, and associated improvements currently occupy the site. Vegetation primarily consists of moderate foliage. The site topography is characterized by an eastward declivity, with approximately 40 feet of total elevation change across the property. Subsurface A representative of ESNW observed, logged, and sampled four test pits, excavated at accessible locations within the site boundaries, on April 3, 2018 using a mini-trackhoe and operator provided by the client. The test pits were completed for purposes of assessing soil and groundwater conditions within areas proposed for new development. The approximate locations of the test pits are illustrated on the Test Pit Location Plan (Plate 2). Please refer to the test pit logs provided in Appendix A for a more detailed description of subsurface conditions. Representative samples collected at the test pit locations were analyzed in general accordance with Unified Soil Classification System (USCS) and United States Department of Agriculture (USDA) methods and procedures. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC c/o Encompass Engineering and Surveying, Inc. May 22, 2018 ES-5791 Page 3 Topsoil and Fill Where encountered at surface grades, topsoil extended to depths of about 6 to 18 inches. The topsoil was characterized by the observed dark brown hue, the presence of fine organics, and small root intrusions. Fill was encountered at TP-2 and TP-3. The fill at TP-2 extended to a depth of approximately three feet below the existing ground surface (bgs), while the fill at TP-3 extended to a depth of approximately two feet bgs. The fill was characterized as silty sand with gravel (USCS: SM). The fill was encountered in a medium dense and damp condition. Where encountered during construction, ESNW can evaluate fill deposits, as necessary. Native Soil Underlying topsoil and fill, native soils were encountered primarily as silty sand with gravel, silty gravel with sand, and poorly graded gravel with sand (USCS: SM, GM, and GP, respectively). The in -situ density of the native deposits was generally medium dense to dense. Native soils were primarily encountered in a damp condition and extended to the maximum exploration depth of approximately eight feet bgs. Geologic Setting The referenced geologic map resource identifies Vashon glacial till (Qvt) deposits as the primary native soil unit underlying the subject site. As reported on the geologic map resource, the glacial till consists of a nonsorted mixture of silt, sand, pebbles, cobbles, and boulders and is referred to locally as "hardpan." The till was deposited directly from the glacier as it advanced over bedrock and older Quaternary sediment. The referenced WSS resource identifies Alderwood gravelly sandy loam (Map Unit Symbols: AgC) as the primary soil units underlying the subject site. The Alderwood series was formed in ridges and hills. Based on our field observations, on -site native soils are generally consistent with glacial till (Qvt) deposits. Groundwater During our subsurface exploration completed on April 3, 2018, groundwater seepage was not encountered below existing grades. However, it is our opinion the contractor should anticipate, and be prepared to respond to, localized zones of perched groundwater seepage during construction. Groundwater seepage is common within relatively permeable lenses and/or atop dense to very dense deposits. It should be noted that seepage rates and elevations fluctuate depending on many factors, including precipitation duration and intensity, the time of year, and soil conditions. In general, groundwater flow rates are higher during the wet season (October through April). Geologically Hazardous Areas Based on our review of the FWRC and the referenced critical areas map, the site is not mapped within a geologically hazardous area. However, areas on site have slopes of up to 40 percent and may be considered a potential erosion hazard. The FWRC defines erosion hazard areas as those areas having a severe to very severe erosion hazard due to natural agents such as wind, rain, splash, frost action, or stream flow. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC c/o Encompass Engineering and Surveying, Inc. May 22, 2018 ES-5791 Page 4 -r As outlined in the Geologic Setting section of this study, Alderwood series soils are mapped on - site. These soils are typically associated with moderate to high erosion hazard potential, especially during the wetter, winter months. Provided appropriate temporary and permanent erosion and sediment control (ESC) measures are incorporated into final designs, however, erosion potential can be adequately mitigated both during and after construction. Site -specific ESC measures are typically prepared by the project civil engineer during the appropriate phase of design. No evidence of either shallow or deep-seated slope instability was observed during our April 2018 site reconnaissance. DISCUSSION AND RECOMMENDATIONS General Based on the results of our investigation, construction of the proposed residential development - is feasible from a geotechnical standpoint. The primary geotechnical considerations associated with the proposed development include foundation support, slab -on -grade subgrade support, the suitability of using on site soils as structural fill, and preliminary infiltration feasibility. The proposed residential structures may be constructed on conventional continuous and spread footing foundations bearing upon competent native soil, recompacted native soil, or new j structural fill placed directly on competent native soils. In general, competent native soil J suitable for support of foundations will likely be encountered within the upper two to three feet of existing grades. Where loose or unsuitable soil conditions are exposed at foundation 1 subgrade elevations, compaction of soils to the specifications of structural fill, or overexcavation and replacement with suitable structural fill, will be necessary. Given the cemented nature and relatively high percentage of fines of the glacial till deposits across the site, large-scale (or full) infiltration is not feasible from a geotechnical standpoint. Conventional methods of stormwater management, such as on -site detention and connecting to existing stormwater collection systems, may prove more practical. This study has been prepared for the exclusive use of Pacific Northwest Ventures, LLC and their representatives. A warranty is neither expressed nor implied. This study has been prepared in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. Site Preparation and Earthwork On -site earthwork and grading activities had begun at the time of report preparation. Initial site preparation activities should consist of installing temporary erosion control measures, establishing grading limits, and performing site clearing and stripping. Subsequent earthwork activities will involve mass site grading, construction of single-family residences, and related infrastructure improvements. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC c/o Encompass Engineering and Surveying, Inc. May 22, 2018 Temporary Erosion Control ES-5791 Page 5 Temporary construction entrances and drive lanes, consisting of at least six inches of quarry ~� spails, should be considered to both minimize off -site soil tracking and provide a stable access surface for construction vehicles. Geotextile fabric should be placed below the quarry spalls for -� greater stability of the temporary construction entrance. Erosion control measures should consist of silt fencing placed around the site perimeter. Soil stockpiles should be covered or otherwise protected to reduce soil erosion during periods of wet weather. Temporary approaches for controlling surface water runoff should be established prior to beginning earthwork activities. Additional Best Management Practices (BMPs), as specified by the project civil engineer and indicated on the plans, should be incorporated into construction activities. Stripping Topsoil was encountered generally within the upper 5 to 18 inches of existing grades at the test pit locations. ESNW should be retained to provide site stripping recommendations at the time of construction. Over -stripping should be avoided, as it is unnecessary and may result in increased project development costs. Topsoil and/or organic -rich soil is considered suitable for use neither in structural areas nor as structural fill. If desired, topsoil and/or organic -rich soil may be used in non-structural areas. Excavations and Slopes Provided appropriate methods of sloping the excavations are incorporated into the design and construction, overall stability of site excavations is anticipated to be good. Based on the soil conditions observed at the test pit locations, the following allowable temporary slope inclinations, as a function of horizontal to vertical (H:V) inclination, may be used. The applicable Federal Occupation Safety and Health Administration (OSHA) and Washington Industrial Safety and Health Act (WISHA) soil classifications are also provided: Loose and medium dense soil; fill 1.5H:1V (Type C) a Areas containing groundwater seepage 1.5H:1 V (Type C) a Medium dense to dense native soil 1 H:1 V (Type B) Permanent slopes should be planted with vegetation to enhance stability and to minimize erosion, and should maintain a gradient of 2H:1V or flatter. The presence of perched groundwater may cause localized sloughing of temporary slopes due to excess seepage forces. An ESNW representative should observe temporary and permanent slopes to confirm the slope inclinations are suitable for the exposed soil conditions and to provide additional excavation and slope recommendations as necessary. If the recommended temporary slope inclinations cannot be achieved, temporary shoring may be necessary to support excavations. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC ES-5791 c/o Encompass Engineering and Surveying, Inc. Page 6 May 22, 2018 In -situ and Imported Soils From a geotechnical standpoint, it is our opinion in -situ soils may not be suitable for use in structural fill applications, unless the moisture content of the soil is at (or slightly above) the optimum moisture content at the time of placement and compaction. Successful use of native soils as structural fill will largely be dictated by in -situ moisture contents during construction. Remedial measures, such as soil aeration and/or cement treatment (where approved by the local jurisdiction or utility district), may be necessary as part of site grading and earthwork activities. If the in -situ soils cannot be successfully compacted, -the use of an imported soil may be necessary. In our opinion, a contingency should be provided in the project budget for export of soil that cannot be successfully compacted as structural fill if grading activities take place during periods of extended rainfall activity. Soils with fines contents greater than 5 percent typically degrade rapidly when exposed to periods of rainfall and should be considered moisture sensitive. Where necessary, imported soil intended for use as structural fill should consist of a well - graded, granular soil with a moisture content that is at (or slightly above) the optimum level. Imported soil intended for use as structural fill should consist of a well -graded, granular soil with a fines content of 5 percent or less (where the fines content is defined as the percent passing the Number 200 sieve, based on the minus three -quarter -inch fraction). Subgrade Preparation Following site stripping, cuts and fills will be completed to establish proposed subgrade elevations across the site. ESNW should observe the subgrade areas during initial site preparation activities to confirm soil conditions are as anticipated and to provide supplementary recommendations for subgrade preparation. Complete restoration of voids resulting from previous construction activities must be executed as part of overall subgrade and building pad preparation activities. The following guidelines for preparing building subgrade areas should be incorporated into the final design: • Where voids and related construction disturbances extend below planned subgrade elevations, restoration of these areas should be completed. Structural fill should be used to restore voids or unstable areas resulting from the removal of existing structural elements. Recompact, or overexcavate and replace, areas of existing fill, if present, exposed at building subgrade elevations. Overexcavations should extend into competent native soils and structural fill should be utilized to restore subgrade elevations as necessary. • ESNW should confirm subgrade conditions, as well as the required level of recompaction and/or overexcavation and replacement, during site preparation activities. ESNW should also evaluate the overall suitability of prepared subgrade areas following site preparation activities. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC ES-5791 c/o Encompass Engineering and Surveying, Inc. Page 7 May 22, 2018 Structural Fill Structural fill is defined as compacted soil placed in foundation, slab -on -grade, and roadway areas. Fill placed to construct permanent slopes and throughout retaining wall and utility trench backfill areas is considered structural fill as well. Soils placed in structural areas, including slab - on -grade, utility trench, and pavement areas, should be placed in loose lifts of 12 inches or less and compacted to a relative compaction of 95 percent, based on the laboratory maximum dry density as determined by the Modified Proctor Method (ASTM D1557). More stringent compaction specifications may be required for utility trench backfill zones depending on the responsible utility district or jurisdiction, as relative compaction of at least 95 percent is typically required for utility trench backfill zones. Foundations The proposed residential structures can be constructed on conventional continuous and spread footing foundations bearing upon competent native soil, recompacted native soil, or new structural fill. In general, competent native soil suitable for support of foundations will likely be encountered within the upper two to three feet of existing grades. Where loose or unsuitable soil conditions are exposed at foundation subgrade elevations, compaction of soils to the specifications of structural fill, or overexcavation and replacement with suitable structural fill, will be necessary. Provided the foundations will be supported as prescribed, the following parameters may be used for design: • Allowable soil bearing capacity 2,500 psf Passive earth pressure 300 pcf (equivalent fluid) Coefficient of friction 0.40 A one-third increase in the allowable soil bearing capacity may be assumed for short-term wind and seismic loading conditions. The above passive pressure and friction values include a factor -of -safety of 1.5. With structural loading as expected, total settlement in the range of one inch and differential settlement of about one-half inch is anticipated. The majority of settlement should occur during construction, as dead loads are applied. Seismic Design The 2015 International Building Code recognizes the American Society of Civil Engineers (ASCE) for seismic site class definitions. Based on the soil conditions encountered at the test pit locations, in accordance with Table 20.3-1 of the ASCE Minimum Design Loads for Buildings and Other Structures manual, Site Class D should be used for design. The referenced liquefaction susceptibility map indicates the subject site maintains "very low to low" liquefaction susceptibility. Liquefaction is a phenomenon where saturated and loose soils suddenly lose internal strength in response to increased pore water pressures resulting from an earthquake or other intense ground shaking. In our opinion, site susceptibility to liquefaction may be considered low. The relative densities of the native soils and the absence of a uniformly established, shallow groundwater table were the primary bases for this consideration. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC ES-5791 c/o Encompass Engineering and Surveying, Inc. Page 8 May 22, 2018 Slab -on -Grade Floors Slab -on -grade floors for the proposed residential structures should be supported on firm and unyielding subgrades comprised of competent native soil, compacted structural fill, or new structural fill. Unstable or yielding areas of the subgrades should be recompacted, or overexcavated and replaced with suitable structural fill, prior to slab construction. A capillary break, consisting of a minimum of four inches of free -draining crushed rock or gravel, should be placed below slabs -on -grade. The free -draining material should have a fines content of 5 percent or less (where the fines content is defined as the percent passing the Number 200 sieve, based on the minus three -quarter -inch fraction). In areas where slab moisture is undesirable, installation of vapor barriers below the slabs should be considered. If a vapor barrier is to be utilized, it should be a material specifically designed for use as a vapor barrier and should be installed in accordance with the specifications of the manufacturer. Retaining Walls Retaining walls must be designed to resist earth pressures and applicable surcharge loads. The following parameters may be used for design: 0 Active earth pressure (yielding condition) • At -rest earth pressure (restrained condition) Im Traffic surcharge (passenger vehicles) O Passive earth pressure i Coefficient of friction • Seismic surcharge * Where applicable ** Where H equals the retained height (in feet) 35 pcf (equivalent fluid) 55 pcf 70 psf (rectangular distribution)* 300 pcf (equivalent fluid) 0.40 6H psf** The above design parameters are based on a level backfill condition and level grade at the wall toe. Revised design values will be necessary if sloping grades are to be used above or below retaining walls. Additional surcharge loading from adjacent foundations, sloped backfill, or other relevant loads should be included in the retaining wall design, where applicable. Retaining walls should be backfilled with free -draining material or suitable sheet drainage that extends along the height of the wall and a distance of at least *18 inches behind the wall. The upper 12 inches of the wall backfill can consist of a less permeable soil, if desired. A perforated drainpipe should be placed along the base of the wall and connected to an approved discharge location. A typical retaining wall drainage detail is provided on Plate 3. If drainage is not provided, hydrostatic pressures should be included in the wall design. Earth Solutions NW, LLC _, Pacific Northwest Ventures, LLC c/o Encompass Engineering and Surveying, Inc. May 22, 2018 Drainage ES-5791 Page 9 Discrete zones of perched groundwater seepage should be anticipated in site excavations depending on the time of year grading operations take place, particularly within deeper excavations for utilities. Temporary measures to control surface water runoff and groundwater during construction would likely involve interceptor trenches and sumps. ESNW should be consulted during preliminary grading to identify areas of seepage and to provide recommendations to reduce the potential for instability related to seepage effects. Finish grades must be designed to direct surface water away from the new structures and/or slopes. Water must not be allowed to pond adjacent to the new structure and/or slopes. In our opinion, foundation drains should be installed along the building perimeter footings. A typical foundation drain detail is provided on Plate 4. Preliminary Infiltration Feasibility As indicated in the Subsurface section of this study, native soils encountered during our fieldwork were characterized primarily as medium dense to dense glacial till deposits. Given the compact nature and relatively high fines contents of the glacial till across the site, large- scale (or full) infiltration is not feasible from a geotechnical standpoint. Conventional methods of stormwater management, such as on -site detention and connecting to existing stormwater collection systems, may prove more practical. Utility Support and Trench Backfill In our opinion, native soils may generally be suitable for support of utilities. Both organic -rich soil and fill are considered unsuitable for direct support of utilities and should be removed at utility grades, if encountered. Remedial measures, such as overexcavation and replacement with structural fill and/or installation of geotextile fabric, may be necessary in some areas to provide support for utilities. Groundwater may be encountered within deeper utility excavations, and caving of trench walls may occur where groundwater is encountered. Temporary construction dewatering, as well as temporary trench shoring, may be necessary during utility excavation and installation as conditions warrant. In general, native soils may not be suitable for use as structural backfill throughout utility trench excavations, unless the soils are at (or slightly above) the optimum moisture content at the time of placement and compaction. Structural trench backfill should not be placed dry of the optimum moisture content. Each section of the site utility lines must be adequately supported in appropriate bedding material. Utility trench backfill should be placed and compacted to the specifications of structural fill as previously detailed in this report, or to the applicable specifications of the City of Federal Way or other responsible jurisdiction or agency. Earth Solutions NW, LLC Pacific Northwest Ventures, LLC ES-5791 c/o Encompass Engineering and Surveying, Inc. Page 10 May 22, 2018 Preliminary Pavement Sections The performance of site pavements is largely related to the condition of the underlying subgrade. To ensure adequate pavement performance, the subgrade should be in a firm and unyielding condition when subjected to proof rolling with a loaded dump truck. Structural fill in pavement areas should be compacted to the specifications previously detailed in this report. Soft, wet, or otherwise unsuitable subgrade areas may still exist after base grading activities. Areas containing unsuitable or yielding subgrade conditions will require remedial measures, such as overexcavation and/or placement of thicker crushed rock or structural fill sections, prior to pavement. Cement treatment of the subgrade soil can also be considered for stabilizing pavement subgrade areas if allowed by local jurisdictions. For lightly loaded pavement areas subjected primarily to passenger vehicles, the following preliminary pavement sections may be considered: • A minimum of two inches of hot mix asphalt (HMA) placed over four inches of crushed rock base (CRB), or; • A minimum of two inches of HMA placed over three inches of asphalt treated base (ATB). The HMA, ATB and CRB materials should conform to WSDOT specifications. All soil base material should be compacted to a relative compaction of 95 percent, based on the laboratory maximum dry density as determined by ASTM D1557. Final pavement design recommendations, including recommendations for heavy traffic areas, access roads, and frontage improvement areas, can be provided once final traffic loading has been determined. Road standards utilized by the City of Federal Way may supersede the recommendations provided in this report. LIMITATIONS The recommendations and conclusions provided in this study are professional opinions consistent with the level of care and skill that is typical of other members in the profession currently practicing under similar conditions in this area. A warranty is neither expressed nor implied. Variations in the soil and groundwater conditions observed at the test pit locations may exist and may not become evident until construction. ESNW should reevaluate the conclusions provided in this study if variations are encountered. Additional Services ESNW should have an opportunity to review final project plans with respect to the geotechnical j recommendations provided in this report. ESNW should also be retained to provide testing and consultation services during construction. Earth Solutions NW, LLC �I i YA �1 PAP I vat iNit L t Y- I-W jD.j—ki4 12A, Afll� �I Nn st ILI h E+ re -nn - iAi- -1 -�: I :a , - , r Fi .. %T V m. C S 32CITH STO OF.?• , C �;� -. •HIL - - ja P 4 Vy SW V" gr M10 rye V �v pr rz J. 4 MRX -W 'a, 1 .06 16. 01 1 &L wr WTH 7 A Fly* 014 L C' A row 4: iv, ff Qj4 To 111A., .4AP, 4R.—,-r4L A.. E S L vs Reference: NORTH King County, Washington Map 744 By The Thomas Guide Rand McNally 32nd Edition 410 NOTE: This plate may contain areas of color. ESNW cannot be Drwn. MRS Date 04/20/2018 Proj. No. 5791 responsible for any subsequent misinterpretation of the information I resulting from black & white reproductions of this plate. Checked SES I Date April 2018 1 Plate 1 S.W. 344TH STREET 1 -- I I I i l I I i 1 I 9 1 i ' 4 rn .--_,—,- -- —�-- --_ I S.W.344TH ---�—� -_��- .- n�hedITP-1 I COURT I� I 1 i'TP'2I 1 - �Sheds < I I ! ' r rraet A i T RTF�-3 . F II 420 410 400 35Q 384 LEGEND TP-1 1 Approximate Location of ■ -- ESNW Test Pit, Proj. No. I ES-5791, April 2018 F E Subject Site _i Existing Building 5 Proposed Lot Number NOTE: The graphics shown on this plate are not intended for design purposes or precise scale measurements, but only to illustrate the approximate test locations relative to the approximate locations of existing and I or proposed site features. The information illustrated is largely based on data provided by the client at the time of our study. ESNW cannot be responsible for subsequent design changes or interpretation of the data by others. NORTH 0 30 60 120 1 "=60' Scale in Feet Earth Solutions N W uc Test Pit Location Plan 34402 - 24th Place S.W. Federal Way, Washington NOTE: This plate may contain areas of color. ESNW cannot be Drwn. MRS Date 04/20/2018 Proj. No. 5791 responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Checked SES Date April 2018 Plate 2 18" Min. OQ P 0 o 0 0 o V0 o o o e0 a Q 0OoQ-o0o 0 oo0OOo ` Qo 0 o Q o o Q o [J o Q 0 0 0 Q000 00 0O q'Q o 0 0 0 � 08 0 0 0 000 0 o v O o 0 0 o 00 o v o 0 o 0 0 0 o 0, 0 o o 0 oQ o o.0 oQ 0 0 00 0 0 0. -0 o 0 o Q o 000 o 0 .0 -'0 o 0 o p 0 0 0 0 0 o Q 0 0 oQ o0 o Q 000 0oQ 00 0 o Q o 0 Q op o o o 0 o O o c o0 00 o V o 0 o Q o Q o O o 0 o ao 0 0 0 0 0 o O p o0 0 0 .. Q 0 0o 0 c0 0' Q o Qoo o Q 0 0 Qo Q o 0 8 0 0 oQ 9 o Q O000 o Qo O 0 0 0 o Q •gp'j.!7e�0 NOTES: • Free -draining Backfill should consist of soil having less than 5 percent fines. Percent passing No. 4 sieve should be 25 to 75 percent. • Sheet Drain may be feasible in lieu of Free -draining Backfill, per ESNW recommendations. • Drain Pipe should consist of perforated, rigid PVC Pipe surrounded with 1-inch Drain Rock. LEGEND: �'Q 0 Q'o0 aQ 1 Free -draining Structural Backfill •�•r•r�r- ti.ti.L.ti 1-inch Drain Rock Structural Fill Perforated Rigid Drain Pipe (Surround in Drain Rock) SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING RETAINING WALL DRAINAGE DETAIL 34402 — 24th Place S.W. Federal Way, Washington Drwn. MRS Date 04/20/2018 Proj. No. 5791 Checked SES Date April 2018 Plate 3 Perforated Rigid Drain Pipe (Surround in Drain Rock) NOTES: ® Do NOT tie roof downspouts to Footing Drain. Surface Seal to consist of 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal: native soil or other low -permeability material. ti•S•S•L• =tirti=i.�ti• 1-inch Drain Rock �tiALti• SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth „, solutiolis NWLLC FOOTING DRAIN DETAIL 34402 — 24th Place S.W. Federal Way, Washington Drwn. MRS Date 04/20/2018 Proj. No. 5791 Checked SES Date April 2018 Plate 4 Appendix A Subsurface Exploration Test Pit Logs ES-5791 Subsurface conditions at the subject site were explored on April 3, 2018 by excavating four test pits using a mini-trackhoe and operator provided by the client. The approximate locations of the test pits are illustrated on Plate 2 of this study. The test pit logs are provided in this Appendix. The maximum exploration depth was approximately eight feet bgs. The final logs represent the interpretations of the field logs and the results of laboratory analyses. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Earth Solutions NW, LLC M, COARSE GRAINED SOILS MORE THAN 50% OF MATERIAL IS LARGER THAN NO.200 SIEVE SIZE FINE GRAINED SOILS MORE THAN 50% OF MATERIAL IS SMALLER THAN NO.200 SIEVE SIZE HI Earth Solutions NWLLC SOIL CLASSIFICATION CHART SYMBOLS TYPICAL AJOR DIVISIONS DESCRIPTIONS GRAPH LETTER CLEAN +� GW WELL -GRADED GRAVELS, GRAVEL-- SAND MIXTURES, LITTLE OR NO GRAVEL GRAVELS �� FINES AND a CT POORLY -GRADED GRAVELS, GRAVELLY SOILS (LITTLE OR NO FINES) o p0Q p GP GRAVEL- SAND MIXTURES, LITTLE O ❑ 6p OR NO FINES 0 GM SILTY GRAVELS, GRAVEL -SAND - GRAVELS WITH MORE THAN 50% FINES "Q D SILT MIXTURES OF COARSE ANP0 FRACTION RETAINED ON NO. 4 SIEVE GC' LS, GRAVEL -SAND - AMOUNT OF FINES) CLAY MIXTURESCLAYEY SAND CLEAN SANDS SW WELL -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES AND POORLY -GRADED SANDS, SANDY SOILS (LITTLE OR NO FINES) Sp GRAVELLY SAND, LITTLE OR NO FINES SANDS WITH SILTY SANDS, SAND -SILT MORE THAN 50% FINES SM MIXTURES OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE SC CLAYEY SANDS, SAND - CLAY AMOUNT OF FINES) MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY SILTS INORGANIC CLAYS OF LOW TO AND LIQUID LIMIT LESS THAN 50 CL CLAYS, ANDY CLAYS, MEDIUM PLASTICITY, GRAVELLY CLAYS CLAYS, LEAN CLAYS _ OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR MH DIATOMACEOUS FINE SAND OR SILTY SOILS SILTS LIQUID LIMIT AND C'H INORGANIC CLAYS OF HIGH GREATER THAN 50 PLASTICITY CLAYS OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS L L GHLY ORGANIC SOILS PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS + +� + DUAL SYMBOLS are used to indicate borderline soil classifications. The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Earth Solutions NW TEST PIT NUMBER TP-1 1805 -136th Place N.E., Suite 201 PAGE 1 OF 1 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-5791 PROJECT NAME 34402 - 24th Place S.W. DATE STARTED 41Y18 COMPLETED _ 4/3/18 _ _^ GROUND ELEVATION 385 ft_ _ — TEST PIT SIZE _ EXCAVATION CONTRACTOR Client_ Provided GROUNDWATER LEVELS: EXCAVATION METHOD _ _ _ AT TIME OF EXCAVATION LOGGED BY SES CHECKED BY _ KDH _ AT END OF EXCAVATION - NOTES Depth of Topsp & Sod 18": duff AFTER EXCAVATION — w (L v vi a w 0° TESTS v a 0 Jam MATERIAL DESCRIPTION ov �z 0 Dark brown TOPSOIL, root intrusions to 2' PS �' •"• --- Brown silty SAND with gravel, medium dense, damp MC = 14.20% SM 5 MC = 16.30% 5.5 _ _379.5 Brown poorly graded GRAVEL with sand, medium dense to dense, damp GP a 0 MC = 5.40% 0 (7.10 [USDA Classification: extremely coarse SAND] 37e Fines = 4.40% Test it terminated at 7.0 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 7.0 feet. Earth Solutions NW TEST PIT NUMBER TP-2 1805 -136th Place N.E., Suite 201 PAGE 1 OF 1 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425- 49-4711 PROJECT NUMBER ES-5791 PROJECT NAME 34402 — 24th Place S.W. DATE STARTED 4/3/18 COMPLETED 4/3/18 GROUND ELEVATION 390 ft TEST PIT SIZE EXCAVATION CONTRACTOR Client Provided _ _ GROUND WATER LEVELS: EXCAVATION METHOD _ AT TIME OF EXCAVATION _ LOGGED BY SES CHECKED BY KDH _ AT END OF EXCAVATION — NOTES Surface Conditions: bare soil AFTER EXCAVATION w aW U a TESTS O MATERIAL DESCRIPTION Qz C7 0 Brown silty SAND with gravel, medium dense, damp (Fill) SM MC = 10.90% g_o -topsoil horizon at 3' _ 387.0 Fines = 30.70% Brown silty SAND with gravel, medium dense to dense, damp [USDA Classification: gravelly sandy LOAM] 5 SM MC=14.10% 6'$ 383.5 Test pit terminated at 6.5 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 6.5 feet. Earth Solutions NW TEST PIT NUMBER TP-3 1805 - 136th Place N.E., Suite 201 PAGE 1 OF 1 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-5791 PROJECT NAME 34402 — 24th Place S.W. _ DATE STARTED 4/3/18 COMPLETED 4/3/18 GROUND ELEVATION 400 ft TEST PIT SIZE _ EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS: EXCAVATION METHOD _. _ AT TIME OF EXCAVATION LOGGED BY SES CHECKED BY KDH AT END OF EXCAVATION NOTES Surface Conditions: bare soil AFTER EXCAVATION w a v vi U TESTS 0.O MATERIAL DESCRIPTION MISa� v0i z c� 0 Gray silty SAND with gravel, medium dense, damp (Fill) SM 12.0 -topsoil horizon at 2' Brown silty SAND with gravel, medium dense to dense, damp - SM —5 MC=12.30% 394.0 0 Brown silty GRAVEL with sand, medium dense to dense, damp - GM 392,0 Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 8.0 feet. m a c� a L� x m w 2 ur Earth Solutions NW TEST PIT NUMBER TP-4 1805 -136th Place N.E., Suite 201 PAGE 1 OF 1 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-5791 PROJECT NAME 34402 —24th Place S,W. DATE STARTED 413118 COMPLETED 4/3/18 _ GROUND ELEVATION 405 ft TEST PIT SIZE EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS: EXCAVATION METHOD _ . _ _ AT TIME OF EXCAVATION LOGGED BY SES CHECKED BY KDH AT END OF EXCAVATION _ NOTES Depth of Topsail & Sod 6": grass _ AFTER EXCAVATION w o- v w U TESTS Ct q _ (L J MATERIAL DESCRIPTION 2z U v� Q TPSL '' ' ' o_s Dark brown TOPSOIL 404.5 Gray silty SAND with gravel, medium dense, damp SM MC = 11.30% Fines = 21.60% -becomes medium dense to dense, weakly cemented [USDA Classification: gravelly sandy LOAM] 4.5 400.5 Gray silty GRAVEL with sand, medium dense to dense, damp 5 0 o GM MC = 4.70% 6.0 Test pit terminated at 6.0 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 6.0 feet. Appendix B Laboratory Test Results ES-5791 Earth Solutions NW, LLC 7 I m I lingill Hill osill III 11111110 9 is 111 111mI III 0 11 immi Us HIM mill 1 11 oil I 111111 MIMI ismilliii ORION MINE I Ism 0 I HIRE MEN 1 11 1 0 Him Mill 111111110 1 11 INN 111 HIM I Mill liiiin I 0 ■ COBBLES GRAVEL SAND j SILT OR CLAY coarse fine coarse medium fine Report Distribution ES-5791 EMAIL ONLY_, Pacific Northwest Ventures, LLC c/o Encompass Engineering and Surveying, Inc. 165 Northeast Juniper Street, Suite 201 Issaquah, Washington 98027 Attention: Mr. Wayne Nelsen Earth Solutions NW, LLC CITY OF APPROVALS: KING COUNTY RECORDING NO. VOL./PAGE CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS I�CUWUdl Way Examined and approved this day of 20_ Examined and approved this day of 20_ REVISED 04-23-13 DEPUTY PUBLIC WORKS DIRECTOR Assessor Examined and approved this day of 20_ SHORT PLAT Deputy Assessor PORTION OF N0. __ COMMUNITY DEVELOPMENT DIRECTOR 894720-0110 Account Number NW 1 /4 Of SE 1 /4, S. 24 T. 21 N., R. 3 E., W.M. CITY OF FEDERAL WAY KING COUNTY, WA S H I N G TO N LEGAL DESCRIPTION DEDICATION LOT 11, VIRGINIA HILLS, ACCORDING TO THE PLAT THEREOF RECORDED IN TAX PARCEL 894720-0110 VOLUME 115 OF PLATS, PAGES 35 AND 36, RECORDS OF KING COUNTY, KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED WASHINGTON. LAND USE DESIGNATION SINGLE FAMILY RESIDENTIAL OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE ZONING IRS 7.2 SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF BASIS OF BEARING THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE MIN. LOT SIZE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT MONUMENTED CENTERLINE OF S.W. 344TH STREET 7,200 S.F. INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, N8915'00"E AND ALOS THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND MAX. LOT COVERAGE 60� FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER VERTICAL DATUM SETBACKS DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS FRONT — 20 FEET SHOWN ON THIS PLAT FOR PUBLIC PURPOSES AS INDICATED THEREON, NAVD 88 SIDE — 5 FEET EACH INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND REAR — 5 FEET DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY BENCHMARK IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS KING COUNTY FIELD SURVEY POINT GL-10 TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. KING COUNTY DISK SET IN CONCRETE BLOCK ON SURFACE LOCATED 31.3'f SOUTH OF INTERSECTION OF S.W. 344TH STREET & 21ST FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AVE S.W. AND 22.7't FROM THE CENTERLINE OF 21ST AVENUE S.W. BUILDABLE LANDS AREA CALCULATION WAIVE AND RELEASE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ELEV=361.38 ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND GROSS PLAT -------------------------- 75,870 S.F. (1.74 ACRES) ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE DESIGN, INSTRUMENTATION CRITICAL AREAS ------------------------ 0 S.F. - ESTABLISHMENT, CONSTRUCTION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND INSTRUMENT USED. 5 SECOND TOTAL STATION. RIGHTS —OF —WAY DEDICATION --------------- 18,642 S.F. VICINITY SAP SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE PUBLIC PURPOSE (STORM WATER & OPEN SPACE)-7960 S.F. N.T.S. FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. THE SUBDIVISIONS AND THE CITY OF FEDERAL WAYS REVIEW AND NET PLAT AREA ------------------------ 49,268 S.F. APPROVAL OF PLANS AND PERMITS FOR SAME OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF FEDERAL WAY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, SUBJECT TO: AGREE FOR THEMSELVES, THE HEIRS AND ASSIGNS TO INDEMNIFY, HOLD PER TICOR TITLE COMPANY OWNER LEONID & LUYBOV KISLYAK HARMLESS AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND COMMITMENT N070093519 34402 24TH PLACE SW . ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS OF FEDERAL WAY, WA 98023 DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THE SUBDIVISIONS TO DATED APRIL 27, 2018 HAVE BEEN CAUSED BY DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE OR MAINTENANCE OF ROADS AND/OR SPECIAL EXCEPTIONS: APPLICANT PACIFIC N.W. VENTURES LLC DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, 6608 12TH STREET E DRAINAGE SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE 1.. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, BETWEEN: WATER DISTRICT NO. 124 AND FIFE, WA 98424 SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TIDE BUILDERS, INC. TO CONSTRUCT CERTAIN WATER MAINS AND PAYMENT THEREOF, RECORDED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS FEBRUARY 14, 1979 UNDER RECORDING NUMBER 7902141359. AND THE CITY OF FEDERAL WAYS REVIEW AND APPROVAL OF PLANS AND SURVEYOR DAVID MATTHEWS PERMITS FOR SAME. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL 2. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT ENCOMPASS ENGINEERING & SURVEYING NOT BE CONSTRUED AS RELEASING THE CITY OF FEDERAL WAY, ITS PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF 165 NE JUNIPER STREET, SUITE 201 SUCCESSORS AND ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO ISSAQUAH, WA 98027 COST OF DEFENSE, RESULTING FROM AND TO THE EXTENT OF THE SOLE THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL (425) 392-0250 NEGLIGENCE OF THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS. STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET THIS SUBDIVISION, DEDICATION, RELEASE, INDEMNIFICATION OF CLAIMS AND FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR ENGINEER EDWARD MECUM AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON SHE PLAT OF VIRGINIA HILLS ENCOMPASS ENGINEERING & SURVEYING RECORDED UNDER RECORDING NUMBER 8007150545. ACCORDANCE WITH THE DESIRES OF SAID OWNERS. 165 NE JUNIPER STREET, SUITE 201 3. RECITAL AS CONTAINED IN AFFIDAVIT RECORDED SEPTEMBER 30, 1980 UNDER RECORDING NUMBER ISSAQUAH, WA 98027 IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: 8009300837, AS FOLLOWS: (425) 392-0250 E. L. BARNARD, BEING FIRST DULY SWORN, DEPOSETH AND SAYS THAT HE IS THE LAND SURVEYOR WHO PREPARED THE PLAT OF "VIRGINIA HILLS" IN WHICH TWO ERROR'S EXISTS AS FOLLOWS: LEONID T. KYSLYAK NOTE: REGARDING TRACT "B" AND PRIVATE ROAD SHOULD BE REVISED TO READ: NOTE: MAINTENANCE OF THE PRIVATE ROAD SHOWN HEREON 124TH PLACE SOUTHWEST AND SOUTHWEST 344TH STREET SHALL BE THE RESPONSIBILITY OF THE LOTS WHICH ABUT IT, I.E. LOTS 1, 2, 3, 4, . 5, 6 AND 11. SAID LOTS TO BE 1 /7TH UNDIVIDED INTEREST. TRACT "B" TO BE . DEEDED TO KING LUYBOV KYSLYAK COUNTY. 4. COVENANTS, CONDITIONS, RESTRIC11ONS AND EASEMENTS BUT OMITTING ANY COVENANTS OR STATE OF WASHINGTON. ) RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, ss. RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, COUNTY OF 1 NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY LEONID T. AND LUYBOV KYSLYAK SIGNED THIS INSTRUMENT AND APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDED SEPTIMBER 30, 1980 UNDER ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE RECORDING NUMBER 8009300838. USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 5. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF', ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN,C. ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, • SIGNATURE OF EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RECEIVED NOTARY PUBLIC AS SET FORTH IN THE DOCUMENT RECORDED OCTOBER 21, 1980 UNDER RECORDING NUMBER S W PRINTED NAME 8010210353. DEC 16, 2019 Q DATED — 6. LATECOMER AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF, RECORDED DECEMBER 16,CL MY APPOINTMENT EXPIRES 2016 UNDER RECORDING NUMBER 20161216000734. CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT J O RECORDER'S CERTIFICATE .................... LAND SURVEYOR'S CERTIFICATE M Encompass'6,0.�� Afiled for record this...........day of..........20.......at......M This Boundary Line Adjustment correctly represents a survey ��� of WAI KISLYAK SHORT PLAT. made b me or under m direction in conformance with the in book .......... of ........ at page ......... at the request of y y ENGINEERING & SURVEYING o q � requirements of the appropriate state and city statute and .... AVID B. MATTHEWS ordinance in ........... 20..... x DWN. BY DATE 165 N.E. JUNIPER ST., SUITE 201 o JOBNO. ISSAQUAH, WA 98027 4 36804 JEF/DBM 12/12/19 17678 GIST 'VEY ....................... ......... P ........................... DAVID B. MATTHEWS PHONE: (425) 392-0250 10A'ALLA . CHKD. BY SCALE SHEET Mgr. Su t. of Records CERTIFICATE NO. 36804 FAX: (425) 391-3055 12�12�19 DBM N.A. 1 OF 2 LEGEND RECORDING NO. VOL./PAGE CITY OF - FOUND MONUMENT IN CASE FIR TREE CHAIN LINK FENCE vederdi Way® FOUND PROPERTY CORNER AS NOTED l -ter- WOOD FENCE `:ens' MAPLE TREE R1 REFERENCE, PLAN OF VIRGINIA HILLS, - SD - SD - STORM LINE VOL. 115, PGS. 35 & 36 REVISED CEDAR TREE - w- w -WATER LINE Da WATER VALVE t y-� - s - s -SEWER LINE SHORT p \ T PLAT LAT N FIRE HYDRANT +� ALDER TREE PORTION OF _ ` WATER METER N O. A FRONT YARD SETBACK 4 O f SE 1 /4, S. 24 T. 21 N., R. 3 E., W.M. / �/ M TELECOMMUNICATIONS VAULT COTTONWOOD TREE FAR REAR YARD SETBACK N W CITY OF FEDERAL WAY 1i A I (D ELECTRIC METER HEDGE ASIDE YARD SETBACK KING COUNTY, WASHINGTON ST SEPTIC TANK LID RETAINING WALL Qs SEWER MANHOLE t-+ P3 L JUNCTION BOX ASPHALT 0 z FAI ELECTRICAL OUTLET GRAVEL ❑ CATCH BASIN 0 10 20 40 CONCRETE SCALE 1" 40' FOUND MON , CENTER OF SEC. 24-21-03 EX 8' A.C. WA EX8' C. IN CASE FOUND MON IN CASE o " sD --- SD VISITED 03 2016 M R w -w -w -----w w -w -w -w -�-w -w -w -w -w vi'-w -x (VISITED 03/2016) - N89'15'00"E 1327-W (P1) 1327.07' (MEAS.) ( / ) ' - - - - N8995'0TE 500.96' - - -N89'15'00"E 491.85' / FOUND REBAR ! EX. CB AND CAP _0RIM=401.90 SW 344TH STREET ____, 89'13'30"' M SD SD SD' __{ INV=399.45 (12"CPP-W) HELD PER �-- --- .. l • INV=397.40 (12"CPP-E) R1 EX. CB i �.. ... ..... RIM=403.09 INV=400.89 (12' CPP-S) INV=400.84 (12"CPP-W) ( 26. 16' INV=400.84 (12"CPP-E) LOT 10 LOT 9 T.L. 894720-0100 m { LOT 6 LOT 7 I LOT 8 T.L. 894720-0090 ( STONE REVOCABLE TRUST AMERICAN ESCROW & CLOSING RS7.2 to T.L. 894720-0060 T.L. 894720-0070 T.L. 894720-0080 I RS7.2 EX. CB '� 3 W JAMES RH. POMMERT DAVID V. & M ALSINDA DELASHMUTT I MUI KWAN2CHAN i RIM-37 374.16 U L0� 5 J 3 VIRGINIA HILLS EX. CB I g I EX. 27 LF 12" APPROX. LOCATION VOL. 115, PGS. 35-36 RIM=374.18 z I %SD Q 1.00% T.L. 894720-0050 a .' OF EX. 8 AC WA: ( ( I INV=369.23 (E&W) ; / EX. CB "LONE I - F"M=:i74.36 6'1CY� INV=369.78 (NW) ti EX. CB FENCE 10.00' STORM DRAIN I �' 'ILOT 370.86 RIM=414.25 FOUND REBAR AND N �� �� 0.3' N. EASEMENT, REC. - CAP LS# 16190 /- INV=409.90 (12" F-= I T.L. 214121-0010 ' EX. CB OF R 6' CYCLONE NO. 198007150545 0.4'E INV=409.80 (12"CPP-W) I RIM=399.7 { I I ONCE 2' 6' CYCL NE FENCE _ EX. 28 I_.F 12 2 WOO FE C INV=398.3 (4"C: P-S) a S. P�G.1� S. OF P� SD Cap 3.25% 'c 0.4' O INV=397.5 (12" PP- I la I ,1 F OOD FENC EX. STORM MANH�QLE 1 0. S. OF R INV=397.4 (12" (PF-E) 5+ 448.2. ' C 59 10" ' R V Ia �g .. -D D v �. - SD SD SD a SD 5 S S.; �. . .-.SO. .-.SP.�. .....6 ' .; .Sa. SD S SD SD -- SD SD - SD SD - S �D - .. _ ._ �. INV 68 98 W 44TH PLAGB 9 - - - - 4"- SD @ 3.00% S 3 �.. I R.O. 10" 2-1 u _ ---- / .w.. w =w_ ------. W. w- w w- w - w 1�9.85. !q. -ry �I EC�I. MCA ION - - 18,642 S. 8" � i..... _. SHE 28 a 26' s_$ .. S. --s.-s -s - -� _ N8915 SW 344TNattR7$ , APPROX. LOCATION uu,+ , 1 OF EX. 4" PVC WA. 161:76' ' 20' ACCESS ` 55• 24" •69 N EX. 60 LF i 2" 7 1 FOUND REBAR �& U1IUTIES 8" 10' R-15.72' 3 SD C� 0.50% AND CAP EASEMENT 10 F F O.'' S 2Q ,� �EX. SSMH LOT 1 r ST I s RIM=373.94 T.L. 894720-0010 d -- FF=421.68 T 11 3. EX. .,B INV=361.27 6"W T.L. 8� 0-0110 � 2-8" �' � �'. �. ' RIM=373.67 ( ) ANTHONY H. DAVIDSON FF=415.49 LOT 1 J, I 1 i0"/1 " s lNV=369.42 INV=361.27 (8"N&S) RS7.2 EX. HOUSE V G" c _ �. INV=361:17 (8"E) FF=406.64 12,852 S.F ad / \ FF=420.74 Y - RAIN 3 N a 18" I.. _EX. 30 LF 12" j.: . 0 C� 3.00% INV .04 OT 3 I LO 4 OT 5 4„ 1 "/18" 11 7, 0 S.F. 0 S. 7,200 S.F. 7,20 S F e 24" I _ c 1 EX, CB I 1 g e S g M 373.59 10" I 2-20" ' 1 {' WV=370.24 m 1 _ rRE"; s S z S gRACT A 12" PU LIC STO WATER .I: .. .. SD © 0.50% s10 OPEN PACE ° N1 LOT 12 EAGLE MANOR i�. , VOL. 276, PGS. 41-4 SHED QF >� I *lollII 1 + 7,960 F. �? {. 1 T.L. 214121--0.20 RETAINI C.OT Z.' I WALL 7.616 S.F. 1 s EX. CB - ^�_ R �. R R R 61. df INV=36�.88_ - �o N89' 0 446. 446. P o c _FOUND EBAR �EX. 7_7 LF 12" FOUND REBAR ,` a T.L. 9574 0-0 1.4 c 2-12" o AN CAP SD © 5.00% AND CAP / 1 , LS 1 700 ERNEST . ANG IGHT' HI-LI E TRA TS o # I S# 16190 / RS .2 24" �„ V 35, P 32 0.2'N & 1'E ` EX. CB 0.2'S & 0.3 E \ RIM_ 373.98 Q FOUND REBAR INV=370.18 /IL �� AND CAP r fnN�o LS# 16190 0.2'N & 0.4'E ✓ 1' NAw1 M Encompass ��.�A�tioF Sxr KISLYAK SHORT PLAT' ENGINEERING & SURVEYING °� DWN. BY DATE JOB NO. 165 N.E. JUNIPER ST., SUITE 2016804 JEF DBM 12/12/19 17678 ISSAQUAH, WA 98027 ��GISTER�� / PHONE: (425) 392-0250 1ONALLCHKD. BY SCALE SHEET. FAX: (425) 391-3055 DBM 1"=40' 2 of 2 NW 114 OF SE 114 OF SEC. 24, TWP. 21 N., RNG. 3 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON __ ___............ ...__ ____..._,_,_,_..._..._.... .__. —.,..-, Qotir'nn g- d01 Rai' SW 344TH STREET -' £ I s ,}C1 , oi........ 0050 ,'," ' Z � . , .. ,'..,. LOT 6 I ..i.'.'APPROX, LOCATION Via' '04 OD FENCE OF EX, AC A. f„4 r+,. 2" ,r.,, OR FEN snr-.. SW 344 i f } d_. ` :. ,� eAPPROX. LOCA70 I OF EX, 4" VC/1 LOT 7 894720-00 70 I OT 1 ry II 2 S.F. 2sQ' % FSEMENT 1 2 y f i _ ......_.4j8 _ �`^•s,,,3,s %.,,� /, � ,,,,,,,,,,,,,,,,_ 1 O , ,,, - 20-0010 EXISTING HOME TO REMAIN ' i A 0, o I d✓ .._.. _ . ...... I 1 j LOT 2 EXISTING HEDGE TO BE RETAINED 7,61*1 S.F. E ,3 REQUIRED TREE UNITS CALCULATION SUBJECT AREA EQUALS 75,8G9.4 5.F. 1.74 ACRES PUBLIC STREETS / ACCESS TRACTS/ 2G,G02 S.F. STORM DETENTION TRACTS NET AREA FOR TREE DENSITY 49,2G7 S.F. 1. 13 ACRES CALCULATIONS TIMES TREE 25 UNIT5 PER ACRE x25 REQUIRED TREE UNITS N89'15'00"E 500.96' 1 i I I LOT B 6'ICYCLONE T.L. 894720-v/E%, 80 FENCE E- OF F f TREE #3 J N89'15044$2 ' (C . M - A'41 t 7 ' TREE 2 _- TR #4 t LOT 3 �9-200 S.F. 45 I I f � � LOT 94720--0090 VIRGINIA ILLS VOL, 115, PGS.. 35-.3 6' CYCLONE 30' STORM DRAW FENCE ' .."ASE Ek; , IRE: C, TREE #G-\l 2 .' 00 8 I 1 ➢_14' PLANTER',,o.� TREE #8 KEE #5 TREE #'1 8- T.L. 8 4 0- 011 } ..................... 4 �..,,,..,. __._ .'.' LOT 5 S. I 7,20® S.F. 10" b TREE #3G 10" E f___,_..__�., .,,__�,�„ �____ � I N89'40'07"E 4.45'I1 (C) 446.8"' (P) 12T.L. 0- SO0 1 I 1 24" £aE nIG T' > ,� , LI ' 4 5, Pr,, 32 24 � bFF51TE OFF5ITE TREE £ 26'6' 4 0 LO I i 3 £ j 0 z � i o rn € p. 0 Z f LOT 10 LOT 1 T,L,,, 8 4720--0100 T,, 2141211 0010 {[ t f_ @' f .3 f L� C vim. FENCE ' TREE , , 10" ,,� 0 i. 1 { I TREE # 1 9 ' o" :E ##20 1 4 7 #` TR EE #22 10, f TREE #�3 TREE #3 1 11 kol �REE "'TREE #33 q1'---TkEE 34" , I e,0-1 EXISTING TREE DENSITY CREDIT CALCULATION EXISTING TREES TO REMAIN SIZE (DBH) TREE DENSITY CREDIT NO.5 DOUGLA5 FIR 32 3.0 NO.33 ALDER 10 1.5 NO.34 ALDER 18 2.0 TOTAL TREE DENSITY CREDIT 5.5 NOTE: NO AR13ORI5T REPORT OR HEALTH ASSESSMENT PROVIDED. IT IS ASSUMED THAT ALL TOTAL RETAINED TREE DENSITY CREDIT 5.5 TREES ARE HEALTHY SPECIMENS OF THEIR RESPECTIVE 5PEC1E5. TREE DENSITY CREDITS REQUIRED 22.5 TREE DENSITY CREDITS PROVIDED: 14 + 30 = 44 SEE LANDSCAPE PLAN AND PLANT SCHEDULE FOR REPLACEMENT TREE TYPE AND LOCATION 28 TREE DATA SOURCE: SURVEY DATED 2/8/ 1 9 BY ENCOMPASS ENGINEERING * SURVEYING ;18" i , f c� i T RED _ # 1 2 TREE # I-_�_ _...._... „ f' E 4 �C�JRT W.3 4 T.i.., .. %.', , ... . , - THE # 3 REE/#I4. :3TREE # 15 ;TREE # I G Yxb n 1... REE #24...... ; .. REE #25 .,34... 0,� s-":, i ......i, Ul 1 T E&� W.€.'.'. —E #2G �;.. ,' --- TREE #27 TREE #28 , , f . o T A yj, � . 2 ST MWA &{ OPEN i ; ELOT 12 ACE .,T0 S.F. , ........ , REE #29j.. ;...,... , . I EAGLE MANOR yz � � VOL. 276 PG`: , 41---' 4 TREE #30 EXISTING TREE LEGEND FIR MAPLE s CEDAR ALDER COTTONWOOD x EXISTING TREE TO BE REMOVED TREE TABLE PECIES RETAIN/REMOVE TREE NUMBER CALIPER * 5 TREE # I 10" ALDER REMOVE TREE #2 24 DOUGLA5 FIR REMOVE TREE #3 30" DOUGLA5 FIR REMOVE TREE #4 28I I DOUGLA5 FIR REMOVE TREE #5 32" CEDAR RETAIN TREE #G 24" DOUGLA5 FIR REMOVE TREE #7 8I I COTTONWOOD REMOVE TREE #8 10I I COTTONWOOD REMOVE TREE #9 10" MAPLE REMOVE TREE # 10 10", 18" MAPLE REMOVE TREE # I I it 2G MAPLE REMOVE TREE # 12 8" MAPLE REMOVE TREE # 13 24" MAPLE REMOVE TREE # 14 1 0,30" MAPLE REMOVE TREE # 15 10" COTTONWOOD REMOVE TREE # I G 10", 10", 10" MAPLE REMOVE TREE # 17 8" MAPLE REMOVE TREE # 18 30" MAPLE REMOVE TREE # 19 1 GII MAPLE REMOVE TREE #20 10" ALDER REMOVE TREE #2 1 1 GII, 18" MAPLE REMOVE TREE #22 24" COTTONWOOD REMOVE TREE #23 10" ALDER REMOVE TREE #24 8'I 811 ALDER REMOVE TREE #25 10" ALDER REMOVE TREE #2G 18" ALDER REMOVE TREE #27 1 2", 18" ALDER REMOVE TREE #28 24" ALDER REMOVE TREE #29 20",2011 ALDER REMOVE TREE #30 10" ALDER REMOVE TREE #3 1 10" ALDER REMOVE TREE #32 10" ALDER REMOVE TREE #33 10" ALDER RETAIN TREE #34 1 6" ALDER RETAIN TREE #35 10" DOUGLA5 FIR REMOVE TREE #3G 10" DOUGLA5 FIR REMOVE TREE RETENTION PLAN. TREE REPLACEMENT MATRIX LOT # SO FT / ACRES TREE UNIT CREDITS REO'D (ACRES x 25 TREE UNIT CREDITS) CREDITS FOR TREES RETAINED TREES PROVIDED SM=X, MED=X, L=X TREE UNIT CREDITS PROVIDED 1 12,852 SF / 0.29 7 TREE UNIT CREDITS REQ'D 0 CREDITS SM=O, MED=4, L=2 7 PROVIDED 2 7,616 / 0.17 4 TREE UNIT CREDITS REQ'D 0 CREDITS SM=O, MED=1, L=2 4 PROVIDED 3 7,200 / 0.16 4 TREE UNIT CREDITS REQ'D 0 CREDITS SM=O, MED=1, L=2 4 PROVIDED 4 7,200 / 0.16 4 TREE UNIT CREDITS REQ'D 0 CREDITS SM=O, MED=1, L=2 4 PROVIDED 5 7,200 / 0.16 4 TREE UNIT CREDITS REQ'D 5 CREDITS SM=O, MED=O, L=0 5 PROVIDED 6 7,200 / 0.16 4 TREE UNIT CREDITS REQ'D 1.5 CREDITS SM=O, MED=0, L=2 4.5 PROVIDED PER TABLE 19.112.130-2 (REPLACEMENT TREE CATEGORY): SMALL CANOPY SPECIES (MATURE CANOPY AREA < 450 SF = 0.50 TREE UNITS PER TREE PLANTED MEDIUM CANOPY SPECIES (MATURE CANOPY AREA 450 - 1,250 SF = 1.00 TREE UNITS PER TREE PLANTED LARGE CANOPY SPECIES (MATURE CANOPY AREA > 1,250 SF = 1.50 TREE UNITS PER TREE PLANTED PROVIDED TREE CREDIT TOTALS THAT ARE UNDERLINED SHOW ADDITIONAL TREE CREDITS PROVIDED ABOVE THE MINIMUM REQ'D RECEIVED DEC 16 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Know what's below. Call before you dig. §A STALE OF W6107pi IIEpS101ED W�QA�� Mp/1�T wlQ OyAIl�1 Lm .�f 39 OL 3m � . �..� M N 00 U°O O ai N U 3 � z C� l N N 0 00 M O H W a W W ®ate Scale Drawn .dab Shoot LA-1 of 3 Sheets qcip Z IUALC; 1 —LV —v PLANT SCHEDULE SYMBOL BOTANICAL / COMMON NAMES SHRUBS: MAHONIA AQUIFODUM / TALL OREGON GRAPE MYRICA CAUFORNICA / PACIFIC WAX MYRTLE GROUNDCOVERS: ARCTOSTAPHYLLOS UVA-URSI 'MASSACHUSETTS'/ KINNIKINNIK LAWN SEE NOTE 4TION SPACING AS SHOWN AS SHOWN ION S2 1 24" O.C. QUANTITY REMARKS 42 FULL AND BUSHY, 3 CANES MINIMUM 20 FULL AND BUSHY AS REQ'D COVER HOLD 12" FROM BORDERS, SHRUBS, AND TREES { LOCAL COMMERCIAL SEED MIX NW 114 OF SE 114 OF SEC. 24 1, TWP• 21 N., RNG. 3 E,, Wm. CITY OF FEDERAL WAY, STATE OF WASHINGTON DROUGHT TOLERANT YES YES YES YES. GOES DORMANT DURING SUMMER ONCE ESTABLISHED REPLACEMENTREE PLANT SCHEDULE (FOR PLAT) SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING 0I1ANTITY W-WADVC TREES: PINUS CONTORTA** / SHORE PINE 6' HEIGHT AS SHOWN 13 STAKE & GUY ONE GROWING YES MEDIUM' TREE, 1.0 CREDITS EACH B & B SEASON; NURSERY GROWN, UN -CUT LEADER 13 TOTAL CREDITS PROVIDED ACER CIRCINATUM � / VINE MAPLE** 1.5" CALIPER AS SHOWN 6 STAKE &GUY ONE GROWING YES SMALL' TREE, 0.5 CREDITS EACH B & B SEASON; NURSERY GROWN 3.0 TOTAL CREDITS PROVIDED *CALIPER IS MEASURED 4.5' ABOVE FINISH GRADE **DENOTES PLANT NATIVE TO PUGET SOUND REPLACEMENT CREDITS PROVIDED: 11 v 1 n rprnrrC — 17 rmrmrrC 6 x 0.5 CREDITS = 3_0 CREDITS 14.0 CREDITS (THIS PLANT SCHEDULE ONLY) ADDT'L PLANDHEDULE ADDITIONAL TREES SHOWN -T TREE UNff CREDIT REQUIREMENTS FOR EACH BUILDING LOT SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING OUANTITY reninpY c17r r-ATrrr)Dv TREES: o PYRUS CALLERYANA 'CAPITAL' / 2" CAL. 30' O.C. 11 MEDIUM FLOWERING PEAR B & B FRAXINUS LATIFOLIA / 2" CAL. AS SHOWN 4 MEDIUM OREGON ASH B & B W UJA PLICATA / WESTERN RED CEDAR 6' HEIGHT B & B AS SHOWN 4 LARGE ENZIESII / �DOUGL/LS 6' HEIGHT AS SHOWN 6 LARGE FIRDOTSUGA ! B & B ! 4DDffIONAL TREES SHOWN HERE ARE TO SUPPLEMENT i THE PLAT'S REQUIRED TREE UNIT CREDITS FOR TREE JNIT CREDITS REQUIRED FOR EACH BUILDING LOT IOTE: CALIPER IS MEASURED 4.5' ABOVE FINISH G E 131ACEMENT CREDITS PROVIDED: 5 x 1.0 CREDITS = 15 CREDITS 0 x 1.5 CREDITS = .15 CREDITS 30 CREDITS (THIS PLANT SCHEDULE ONLY) SW. 4TH."c ( pqv, �U� it lll� amwmum amwmwf.= M Job Sheet a: Know f; Cal I before you dig- of 3 Shoots FINISH PLANT 1" HIG IN NURSERY FINISH GRADE LINE DISEASED AND OKEN BRANCHES MOVE TOP 1/3 OF BURLAP SETTLED DEPTH OF EGFIED MULCH RT:LIZER TABLETS/SPECS EGFIED AMENDED BACKFILL )MFACT AND WATER THOROUGHLY 2M NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE PRUNE DISEASED AND BROKEN BRANCHES CHAIN LOK TIE (2) SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND NW 114 OF SE 114 OF SEC. 24, TWP. 21 N., RNG. 3 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON LAND5CAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 811 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. LAWN IS PROPOSED FOR ALL LANDSCAPE STRIPS. ?' Mt,{�# 1-1 /2" z 8'�Q"' REBA 1 4" tREE STAKE ( 'YP) CONIFERUOUS I IEEE PLANTING & STAKING DETAIL = MIN. ft F. PIPE, FILLED NOT TO SCALE FINISH GRADE, Yl BRAIN ROCK Q CHIP Mt1 SIDEWALK —CANVAS WEB OR 01 � RUBBER TREE TIE ;I — - — — -- o ROOT BARRIER -- tr - -+� # i ox` j j oi (TYP., 84fH SIDES) 5 BACK ILL WITH,, CLEA,,,___A_1,1_1 NATNE SOIL V-6" MIN. REMOVE BURLAP FROM NOT `TO NOTES: TOP 1/3 OF ROOT BALL' ADD 3' WATER, ftNG MIN. 2X ROOT BAIL IRM NATIVE SOIL PLANTING: 1. Dig hole 2-3 tirns%e width cf the root ball and as deep as the root ball. Do n yppoke hole deeper than rgot ball. Remove containers, biodegrddabe pots, synthetic or teed' burlap, wire, twine, off-° I'Apes. Leave: Mural burlap cif place and 'fold back.. Loot �"i the roots and spread or 46' cling roa 31. Place root ball even with o`titly higher�ti soil grade on firm soil. Do _C not add sai Whendrpents or grave' t��lless approved by �'et i,c Works Director. 2" MAX' PRUNE DISEASED AND 4. Ins ll 4"X Z4" prforated drai,ri pipe; fill with drain r'ibpe shall not extent moire BROKEN BRANCHES than 1/2" above firth grade. SPECIFIED TREE STAKE(S)� CHAIN LOK TIE (2) 5, �a fill with cle an native soil. Firm soil arot d t rj bail, water sla ty and INSTALL "TREE BOOT" ORIy _ "ARBORGARD" IN LAWN AREAS. -REMOVE BINDING TWINE & TOP , l around tree with 2-4'0 wood -chip mulch. Do not place mule M t ; tn� w 1/3 OF BURLAP. of PLANT TREE 1'-2" HIGHER �� BARRIER: THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH 1 boot barrier shrill be rigid -i°' h' Impact Pol lene treated' with t itor N 9� �� p t`�PY � %. WATERING BASIN -FERTILIZER TABLETS minimum 18" height, with 1/2" -raised vertical labs 6" on center, or oppr egLq,, (4-21 GRAM-20-10-5) 2. Install root barrier in continuous 24' strip, centered on tree, nex/to balk a1ci —r f— curb according to manufacturer's directions. Exposed edge shall not � �,^, more thct F DEFLECTOR FOR TREES i ROOT DEFLECTOR FOR TREES „ CENT TO SIDEWALKS i ADJACENT TO SIDEWALKS 1� ob'ove finished grade. SPECIFIED PLANTING SOIL -SCARIFY PLANTING PIT SIDES AND BOTTOMiCE1l�i: UNDISTURBED GROUND ;; -6" DEEP, FIRM, NATIVE 1. Use 2, 1,-1/2 by 8 0" rebar tree stakes. Do not drive stake th'rt3txi soot ball. 12" MIN. FOR WOOD — - 1 SOIL MOUND 2. Attachtree to stake with canvas web belting or rubber, using a fin-ure-8 formation. STAKES & 18" FOR REBAR I! " �TAGS: 2x ROOTBALL WIDTH I -IN HEAVY SOILS, AUGER 8%6' DEEP 1. Remove toys after inspection. HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. - au vzot� NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE r w PUBLIC ° STREET TREE PLAN' WORKS IN PLANTER STRI DWG. -2 Know what's below. Call before you dig. ^A N STATE W RE1aS1ESED LMaOM[ I� wlQ �III�1 um �'l1011= Ms 37l6 � M N o U � 3 Ct z Y N N O M W O H W� ®eat! Soal Drawn Job Shoot LA-3 Of 3 Shoots KISLYAK PRELIMINARY SHORT PLAT NW 114 OF SE 114 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF WASHINGTON H 0 5 10 20 6 >� - SCALE 1 " = 20' c3 SW 344TH ST = E 24TH P! SW 1 SW 344TH PL SITE SW 344TH CT � N N N N ,. SW 34677-1 ST 1 Dt%IA11T/ A I A 19 z • •'•'• • • N.T.S. .,. Fr, '. '.'...'.'.' 7 , �� .. ..._. .._. \../ �. ................ .. 1 - ;. ;', ,, .... ., :� _.._ O I I 3I I I �) I I I w I I I� I V 3I z o N LOT 5 1( LOT 6 I I o I J I LOT 3 o l LOT 4 I o �, a IQ C�`' \- 7, 200 S.F. I Z 1 I 7, 200 S.F. I Co o I I 7, 200 S.F. I I N ( 7b 200 S.F. I I co Q z I Y I �`' o TRACT A �I C4 -- ------------- I SI C4 Q I Z I I I STORMWATER ( N 56.32' _ _ R 56.13 55.96 55.78 _ — _ �.____. _._____ ._. ..._... _ .... _.... 160.43 — ..._ ........ _....... ..... — — — — N89'40'07"E 446.45' (C) 446.81' (P) SURVEY LEGEND: ( c y 5.. _,,.... ,,. . t�s .: i AN:• W N LEGAL DESCRIPTION: LOT 11, WRGINIA HILLS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 115 OF PLATS, PAGES 35 AND 36, RECORDS OF KING COUNTY, WASHINGTON. BASIS OF BEARINGS: MONUMENTED CENTERLINE OF S.W. 344TH STREET N89'15'00 "E VERTICAL DATUM: NAVD 88 CONVERSION FACTOR (NAVD 88 = NGVD 29 + 3.5 FEET) 17 rA I/%"A AA w. KING COUNTY FIELD SURVEY POINT GL-10 KING COUNTY DISK SET IN CONCRETE BLOCK ON SURFACE LOCATED 31.3t SOUTH OF INTERSECTION OF S.W. 344TH STREET & 21 ST AVE S.W. AND 22.7'f FROM THE CENTERLINE OF 21ST AVENUE S.W. ELEV=361.38 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 EXIS71NG 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 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES 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 OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. PROJECT TEAM: OWNER: LEONID & LUYBOV KISLYAK C/0 PETR KISLYAK PACIFIC NORTHWEST VENTURES, LLC 6608 127H STREET EAST FIFE, WA 98424 (253) 332-9765 ENGINEER/SURVEYOR: EDWARD MECUM, PE / DAWD MATTHEWS, PLS ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 GEOTECH: RAYMOND COGLAS, PE EARTH SOLUTIONS NW, LLC 1805 1367H PLACE NORTHEAST, SUITE 201 BELLEVUE, WA 98005 (425) 449-4704 UTILITY PROVIDERS: WATER / SEWER: SCHOOL DISTRICT FIRE PROTECTION: ELECTRICAL POWER: NATURAL GAS: TELEPHONE BUILDING SETBACKS: QF FRONT - 20 FEET QR REAR - 5 FEET QS SIDE - 5 FEET LAKEHAVEN UTILITY DISTRICT FEDERAL WAY #210 SOUTH KING FIRE & RESCUE PSE PSE TBD / PLAT INFORMATION NOTES: PROJECT SITE ADDRESS: 34402 247H PLACE SW FEDERAL WAY, WI 98023 PROPERTY AREA: 75,869 S.F. (1.74' AC.) TOTAL PROPOSED LOTS 6 TAX PARCEL NO. 894720-0110 LAND USE DESIGNATION: SINGLE FAMILY PESIDENTIAL ZONING: (RS7.2) PROPOSED USE: SINGLE FAMILY RESIDENTIAL MAX. DENSITY 6.05 DU/ACRE PROPOSED NET DENSITY 6/1.74 ACRE_ = 3.45 DU/ACRE OPEN SPACE 11,369 S.F. (REQUIRED) FEE IN LEU REQUESTED MIN. LOT AREA 7,200 S.F. MAX. LOT COVERAGE 609 HEIGHT LIMITATION 30 FEET [+1 Irr r IA inr-V. TITLE I SHEET COVER SHEET 1 NOTES AND ROAD SECTION 2 EXISTING CONDITIONS 3 TESC/TREE RETENTION PLAN 4 ROAD AND STORM DRAINAGE PLAN 5 ROAD PROFILE 6 SEWER AND WATER PLAN 7 POND AND SECTIONS 8 POND DETAILS 9 CONSTRUCTION DETAILS 10 CONSTRUCTION DETAILS 11 CONSTRUCTION DETAILS 12 NOTES: R�Lqk THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT "WATER SYSTEM AND SEWER SYSTEM STANDARDS APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO Knorr what's below. Call before you dig. RECEIVED; DEC 16 2019 COMMUNITY OPMY NOTE: EUT THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX—XX APPROVED DATE 0 o Z m � z a W _ LU cc �z o 4 $� e CL U �bs � O D D. ,3yv WAs 39374 A� h' ISTER� SIONAL 12104119 Q J C) ~ cj) W � Q cj) Z LJL! O cr- Q cj)_ N O N M M d' L d N � s C2 p o a CID1 •50,,05' 0 o c, 0, oA t pq � ds Z 0 E E C y W� ca'vU . UW_� Z _ m � y Z "' 3 W a 3 z JOB NO. 17678 DATE 12104119 SCALE 1 "=20' DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 1 of 12 GENERAL NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONS7RUCTION MEETING. Z. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICA71ONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADD177ONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. THE DESIGN ELEMENTS W17HIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONS7RUC71ON MEE77NG MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7.00 A.M. TO 8.00 P.M., MONDAY THROUGH FRIDAY, AND 9.00 A.M. TO 8.00 P.M. ON SATURDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8.30 AM TO 3:00 PM. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZA71ON TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INI7IA77NG OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10. FRANCHISED U71LI71ES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS 774AT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONS7RUC7ION. 11. VERTICAL DA77JM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 518-CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE IMLL BE 318-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN 774E TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-OZ23 TRAFFIC CONTROL, SHALL APPLY. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 18. ALL U77LI71ES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES 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. 5' SIDEWALK 4' PLANTER 1' 0.5' CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB 14' 27. MINIMUM PAVEMENT SECTION LOCAL 0.25' HMA CL J", PG 64-22 0.17' CSTC 0.42' CSBC KISLYAK PRELIMINARY SHORT PLAT NW 1/4 OF SE 1/4 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF WASHINGTON DRAINAGE NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 1 7-02.3 . THIS SHALL INCLUDE LEVELING AND COMPAC71NG THE TRENCH BOTTOM THE TOP OF F () OUNDATON MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO 774AT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE, 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #i OR BETTER INSIDE AND OUTSIDE. 4.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE S7RUC7URES ASSOCIATED WITH A PERMANENT RE7ENTON/DE7EN71ON FACILITY SHALL HAVE SOLID LOCKING LIDS. 5.ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-Z 4-3, 4-4 OR 4-5. 6. ALL DRIVEWAY CULVERTS LOCATED M7HIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH 774E SIDE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS. 4"-8" ROCK140%70X PASSING, 2'-4" ROCK130%40X PASSING; AND -2" ROCK/10%20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY 771E APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. BLOTS NOT APPROVED FOR 1NFlLTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBI SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMW47ER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED IM774 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. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON- METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL S7UB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (LE. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE CITY PUBLIC WORKS INSPECTOR PH.# (253) 835-2700 41.5' DEDICATION 34.83' C/L STREET'A" TYPE W LOCAL STREET N. T. S. 10' 0.5' 6.67' CEMENT CONCRETE CURB EROSION/SEDIMENTATION 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, RES7RICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2 THE IMPLEMENTATION OF 774ESE ESC PLANS AND 774E CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CON7RACTOR UN77L 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 LIMITS SHALL BE PERMITTED. 774E FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CON7RACTOR FOR THE DURA71ON OF CONSTRUCTION. 4. THE ESC FACIU7ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCT10N 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 PROPERTIES, 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 AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVEN75 AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADD177ONAL COVER MEASURES, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CON77NUED PROPER FUNCTIONING. 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 WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH 774E APPROVED ESC METHODS (LE. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WI7HIN 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO THE SHALL MORE THAN ONE (1) 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 ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACKING IN THE ROADWAY DOES NOT OCCUR FOR THE DURATION OF 774E PROJECT. 12.WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D,SECTON D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTONAE7ENTON FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH 774E NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING 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 GRASS SHALL BE APPLIED AT AN APPROPRIATE RATE (i.e. ANNUAL OR PERENNIAL RYE AT APPROXIMATELY 80 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 SIGN;FICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF FWRC. CONSTRUCTION SEQUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONS7RUC71ON MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANTS CONSTRUCTION REPRESENTATIVE 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT 7RAPIPOND. Z CLEAR AND GRUB AREAS OF THE S17E TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND REIEN7ION/DE7EN71ON FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 10. INSTALL REMAINING U77LI71ES AND BUILDING. 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 12. COMPLETE S17E STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN S17E IS COMPLETELY STABILIZED. STREET LIGHTING NOTES: 1. THE CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM THE CITYS BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO THAT ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. THE CONTRACTOR SHALL COORDINATE POWER SOURCE AND SERVICE LOCATION WITH THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL CONTACT THE UTIUTES UNDERGROUND LOCATION CENTER (1-800-424-5555) AT LEAST 3 DAYS BEFORE DIGGING. 5. FIELD ADJUST POLE BASES TO BE LEVEL W17H SIDEWALK SURFACE (SEE CITY STANDARD DRAWINGS 3-39A AND 3-43). 6.. LOCATE LIGHT POLES SO THAT THE POLE IS A MINIMUM OF SIX (6) FEET BEHIND THE FACE OF CURB, AND THE LUMINAIRE EXTENDS TWO (2) FEET BEYOND THE FACE OF CURB. LIGHT POLES SHALL NOT BE LOCATED WITHIN THE SIDEWALK. POLE BASES MAY BE LOCATED WITHIN THE SIDEWALK ONLY WITH CITY APPROVAL. Z JUNCTION BOXES SHALL BE LOCATED BEHIND THE SIDEWALK, AND WITHIN FIVE (5) FEET OF THE POLE. 8. CONDUIT SHALL BE SCHEDULE 80 PVC UNDER ALL STREET AND DRIVEWAY CROSSINGS. SCHEDULE 40 PVC CONDUIT IS ACCEPTABLE UNDER LANDSCAPED AREAS. 9. IMMEDIATELY FOLLOWING FINAL INSPECTION OF THE STREET LIGHT SYSTEM BY KING COUNTY, ALL STREET LIGHT SYSTEM J-BOXES SHALL BE SPOT WELDED SHUT USING A 1" WELD ON OPPOSITE CORNERS. Know what's below. Cal before you dig. NOTE. THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX-XX APPROVED DATE a a c i z O x�y cc z W F- 0 �+ N N � IU Q. ' W �� � O M39374 W W � ISTER� SSIONAL� 12104119 Q z O 0 U TO Z W Q 'Q 0 W Q 0 z J O U11 N O N M ON M d' Az o 0 L � a c r�l o p o a 5 O `,4 Q Q N p c 00 oq E(D L h z E E E 0 ��W'' UW Z un� m L L T�. 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Y'1C_:- 'K ., I t' I - f �3 f i'", _- �-11$, ' I I .. / z 1z % j I Ij I GG111 /// f �_ \E -- - -- -- -- - - - ��— j 1.11 — ,; L a— / — — • ` N89 40 07 E 446.45 446.81 (P) j , i -_ { if �, j \\ \\ \ 4Y: !. �` 4� I 1f , `,', - i uX. ,"p EX. 27 ._� i /_' r% I If f r *z'"-suu-'.i"a. \ t'..t'''^,\ c� •i :"?�,a-'�7?,QR ��'. i�•. ....i..:/ f s t CC r \ t s.. 1 y: % 1 i11 'i , ,.f/ j tl1 "-� t f'\ t 5 C"'1 ,_ i ` i F ,111 \ _ j; �"1, -s- :.>i l i s11 Jf \ r r f J 7 / ��11 fi (1 -11 i1 :..r !"). i ,i f,l , / fr / + 1 js h 1 \ 1 t t \IF L i/, Vs lI i__.. �.: v� Li . L: l._ � €1 i i i ,11 :!" SURVEY LEGEND: GRATER \A�fE LEGAL DESCRIPTION: " FIRE YRANT LOT 11, VIRGINIA HILLS, ACCORDING TO THE PLAT T;EREOF RECORDED IN VOLUME 115 OF PLATS, PAGES 35 AND 36, RECORDS OF KING COUNTY, WA -ER �:;_TER WASHINGTON. ` i;.. lEV_iv'4sh?i NICs•`-�.T v! �'. '•Z f' 1i_T VERTICAL DATUM: --` NA VD 88 EL: C,:- �!ETER BASIS OF BEARINGS: \ SEPTIC TANn �_` MONUMENTED CENTERLINE OF S. W. 344TH STREET Z, '1€tiOT ON BOX N89'15'00"E CR ' il ELET)Tr--f INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. '/, � : FII -FREE FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM ''€1 CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. rt , MAPLE TREE BENCHMARK: KING COUNTY FIELD SURVEY POINT GL-10 CE AR TREE KING COUNTY DISK SET IN CONCRETE BLOCK ON SURFACE LOCATED 31.3'f SOUTH OF INTERSECTION OF S.W. 3447H STREET & 21ST s"'�,\ AVE S.W. AND 22. 7'f FROM THE CENTERLINE OF 21 ST AVENUE S.W. -f A_ ,,_ : ?- ELEV=361.38 : CO11, TTON'd OOD TREE -- HEDGE --x ----RETAiNNG WALL ...... ASYHA_T I..........:.:.:_: 71 . -: y ! .-."-I C-ONCRETE Know what's below. Cal before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS N'AY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX—XX APPROVED DATE I H o co-- R ZZ o �I 1-c �_ h Qc h: z OF �Z ,1 ' a ti� a 62 X� U O O B MATT ��� �F WASH. j11 -A b� V! , '\ �O �y �0 36804 0 cS� �GISTEg� SION11 AL LADS I ) - Q a. 0C r^ C) z zz O 1`— Q O z U :�i _z W rz te � a. `t W r O N O V) (N M rh � /n V) , � N t.c � Z z `° g, 0 0 m � _I_- c- . . o ZE :)I oN o o0s�, Q 0 N O - a0 0 E �� In Z m "I m � �i 6:R �: `j�:_E Nj 0i E t: W H p ; a, W W N m U .5 . U Z 5 Ln -a � _; m c: Z `- 3 W L = a 3 a c V) f1, o z I'll 1/) 110 JOB NO. 17678 DATE 12/04 19 SCALE 1 m-20' DESIGNED DBM DRAWN DBM CHECKED DBM APPROVED DBM SHEET 3 of 12 KISLYAK PRELIMINARY SHORT PLAT NW 114 OF SE 114 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF VVASHINGTON / APPROX. ' OCA fuN EX Oil' v. X, Psi i. �st1. E'X — . — C;3 r•vf+s ,. NV- 369.23 'E,c V'd',=: -� U. RIM--4'�1'./` C:' CYCLONE C_ i I —nRM R-IN 1NV=369.78 €, E,i Ana 9, `(`_ - NC. \ Qx Y A �::_ i_u. \' / 41�t.!`'v.ii G l✓:: _ t�:kr , WSJ.., i`i. [ > I 1 I 4 / j �' atn- it 1 u- r' NO. vv 1 Jc%J4 031 u t� y�> .' -- \ ��, .,.,. .. � € f ' o' c : �C�E I 100 x 15 STABILIZED , i ;, 4 CLEARING , ; {{ 5{^ s , s i CONSTRUCTION i i t r N 0. ... j -E l UMITS TIP i zn� �, a AIL R ENTRANCE PER D'T ;- E LL,\ IE� ,�� �v 1'� c � , C \ _ z 4,:r,rl:, t• t !fV tif�,19 r.'S; ^; lfeL.t I - x z f 10 20 r % / GRIND AND OVERLAY -' ........... , TO 344TN STREET SW a b . "Z A•'P—r SCALE 1 207D D € / 4X .r.f 1 .t ;', E. } y Tf .i ;,_. X n �4 -r.:1 -v ��� :. ,,,... l ; 1 ... -___ cs; SF SD i , la. c� ..... _. _ . '• ......_...__ ' ' •: • :_ �._'... ___.._..._. ... ._. „ .. [ -•:a \ '. S[, '- SC - — St, - '__ S�J ._ ... .. .......... .. .....ti ....... ..... )•.. .. .. .. 1. ... s - ..........:.. i _. 4 .: P'a ... ... .. .. � �. .'. ... ... -. of ,, 6"• ) y ^: 'R Y• l �. . ........ x r: N , t .-, ... ^� _ � �:. ....... .._, • T.1N1�f EOk CATL.S A 'T . .. . :. .., L ma x . . .�i.,k. A:� e e 8. a .. Q. \ .a e. a "e' 'o' G J •� ly -Jr : X. 4 PVC 4.. a. e eo. < r — — , i . t � ; E ,- _,.� CATCH BASIN INSERT f q. r .�. .t l ... r: _'.._ i . P L , . ,_:. .J: �:. .. ; : , ' 'i. •, ` , 'i::, :. ...ate ter" . t y PER TREE TO BE )A�• SS- EASEMENT t 1 REMOVED TYP Iyl I a t , �I \ _J _........ .- t\ — - _ PP=42' .68 t / / j _ EX. HOUST', s� \ `\ LOT 1I v c 1 > r`r t...._ _. �� �, 12,852 S.F. rv�.....40�,; 6A r, i 1 b 20.14 d AR DRAIN _ \ , , ., "•ems<, 7 / ��1111�/11 1Li1111\r '. y a: h i LOT 3 I L0� .4 I LOT 5 I • � / �:�� 2 7, 2 " 00 S 72 7,20 _ �____'�, _\ 6t 1 \ z �' TRACT A i STORMWATER &OPEN vn�ro= \`'`� I `SPACE A � \ � \�, 7,960 S � , I _ ` M. I a-, I EE x .!Ll \ L I F I' �. I (dl _,J ^ THE PROTECTION': LOT' 2 , %t1I ; \ - c;-i; --- FENCING 1 r , _ I' _ i i 7,616 , S. F. t a TO BE REMOV® I f f WALL UNDER BUILDING 8 ; r ' = i PERMIT ` 376 SILT FENCE PER �' / / , , ' l - • • 376.3 . . DETAIL (TYP) I �, / / r / I 377.37 ... t , - CLEAi;?►NG tx , }.y.���,.� 8 c. TS ( p) �J Li i L.i L1 3- r i 1 f 1 , , tili •.._ \ ....�..3 ..i 1 I € ; _ J / 4 ; E SURVEY LEGEND: WA:ER VALVE RRE HYDRANT VV.ATER ME . ER TE-Cv`vMUN CA:sDNS E/Au_' ID L:1 S PT- YANK _ UNC' ^uN BOX Al ELECT:R CAL 0UTLE . • :P THEE MAPLE PPE T :=:_.. C' DIAR AL ER TREE ' _wGE RETAINING, iFti'{[._i.. :............ GPtf%VE__ Q CCN-RD .... GALVANIZED STEEL POST OR 274" DOUG FIR OR EQUAL 2 x2" 14 GA. WIRE FABRIC — PROPEX SILTSTOP FILTER FABRIC OR EQUAL NEWLY GRADED OR DISTURBED SIDE 3/4"-1.5" WASHED ROCK OR PEA GRAVEL SILT FENCING NTS THE ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDE L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING CHECK DAM DETAIL NTS CROSS SECTION 2"-4" ROCK NOTE: PERMANENT STORMWATER DETENTION POND TO BE U77LIZED AS SEDIMENT POND DURING CONSTRUCTION. 100 FT. EXISTING 15 FT. EX. GROUND GROUND ___ ____.., GEOTEXTILE BENEATH QUARRY SPALLS 4 IN. TO 8 IN. QUARRY SPALLS — ROCK CONSTRUCTION ENTRANCE NTS NOTES: 1. PAD SHALL BE MAINTAINED WHEN SOIL IS EVIDENT ON THE SURFACE OF THE PAD OR AS DIRECTED BY THE CITY CLEARING AND GRADING INSPECTOR. 2. PAD THICKNESS SHALL BE INCREASED IF SOIL CONDITIONS DICTATE OR PER THE DIRECTION OF THE CITY CLEARING AND GRADING INSPECTOR. 3. MINIMUM DIMENSIONS MAY BE MODIFIED AS REQUIRED BY SITE CONDITIONS UPON APPROVAL OF THE CITY CLEARING AND GRADING INSPECTOR. .2 ( •1 i —S 5y �tay�vz• 1 �• • sT eFi-= 'r:'. � ' :..... .:....... �. -o-,,,_ ...:. � #s _............_.. Y. __•__`_ W. `-_",_..y,. _ ........ Vv Ve t4 CA TCH BASIN INSERT PER DETAIL TYP ( ) i i r. S..-......... +..._ - COURT I• i ... r... • ._... E r� i'jM •r U, SD @ 0150% J. EX. ssmi, Sn 3NV=36 .1 , /8"'-.j Et y} {{ I' E" X. i ii7 E ` . 1NV-1369.42 i f EX. 30 E F ° 7" U EX. nq t '• { J. QE\IM=773. r,9 INV=370.24 t Z` EX. 86 LF 2" C4 SD N ;f lJ. ."'% V /Ji uu 221411z 11-0120 01, 41 A. tir X. C NV-369 S8 ........ .... . . t i_ ........... ____... _ --... _ .......... ___ _.______ ............. ._.__._ EX: CB _ EX. 27 L Y 127' PI yh 3I,3.98 SD 5,00% INV'=31 . SOLID FILTER MEDIA FOR DEWATERING CATCH BASIN � GRATE / II I OVERFLOW I II -III POROUS BOTTOM II NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN )VERFLOW, AND CAN BE EASILY MAINTAINED. Know what's below. Call before you dig. CATCH BASIN INSERT NTS NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX ,XX—XX APPROVED DATE W 0 o z i Z c Z j I z� a W W I �z U W d r= 0. ¢ U a z W W? U F�- o W u Cl g D D. A � of was W��Crj y 'Z 39374 4 SS,(ONAL � 12104119 J [l. Z J z 0 W Z W UJ W Q W 1,, rJ v o N 0 V) 1 (V M M ,n V Z 4A N � d:, �c 'v oN '7 x t n- ■ C �ooa JI scI• 0 Q 0 N 2 CO ao Y � aq c` cz E0 t d Z_ E N EEM LL 2 30« a� W� VZ vi Z `L W 2 ru o z sn 1.0 JOB NO. 17678 DATE 12104119 SCALE 1 "=20' DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 4 of 12 NW 114 OF SE 114 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF WASHINGTON t i wd� _. c Z. X. i j7, CB 13, TYPE I CB TYPE 1 / C85, TYPE 1 / STA.13+44.42, 13.22' RT s ; 4 << 11 +39. = STA:12+54.72, 13.22' RT 2RIM=382.34 . STA: 7 RIM 400.78 / EXISTING ROCKERY LOCATED 1N ` RIM=394.35 IE=379.97, 8" (S) IE=398.1I;' 8 (SE) i �• _ / R.O.W. DEDICATION TO BE REMOVED /=391.97, 8 — ..., ..... ....... G 4 ..... .. ..... .,...... ._. .. ... ._.. .. _ .. C ... C:. -r .YAW.._............ . . . . . ... .. . . . . . . . . . . .� _ . . l .. .. v . . .' . . .. . . . .. . . ,r o,. /,. „.. - ' ':. • 4 -:gip .�... it ........�2.. ................. .......... ....... REE........... ...........'. �'........ .. ......... .. ..... ...... ........ .... .... .......... .. ...... ........ ....... { q �. 2+Ob h <o' SD • Odd .e _ r .. . �.... I :. _ cb ram_,: S._.. .>_.....:.. "`� .. ! r, x ._......_;-.G .t' __.. ... „ tee:: a .. .. ....... ...... . . � ................... �- s. �-., .. _f `� n .._ �f�a�' �„ ���,,, ��,,,, .,.. � .�. .`6" •DPE •SSi�NN.. .'8'3$.• .'�'.', . �r �... ... :. ...........10. kF . . m. , .. _ ..,nm�w::��r..� j . ,..... 14. A... ........ �'..' �.. `' .......... /// .. , ..... �.. �o .:.: . � ...:.: ' . � :.......... o, ..... 3' $5• ZF• ;12 1 rr 165 L 6 P .SS. O .Y2 C... .' .... . co • • TRE�i' �..�`.....x, ....... .... . . � ... � ...n�... .. $4'.L•E".12..'�S'D.'O' .32X.'... .1.1P .1N;'L'OCAL'.S' 'T''. • f15•LF••i$• •S0�•O•�•10:4X • .�:•� . X. /!I' i i 7,616 S.F. I` L Ij w if STORM TABLE. 01 SDMH j1, TYPE A, 48" STA.9+85.72, 8.75' LT RIM=373.98 IE=369.06, 12" (NSW) 02 47 LF 12" SD O 2.00X 03 SDMH 12, TYPE 11, 54" STA.10+34.72, s.75' LT RIM=373.34 1E=370.02, 12" (ES) IE=371.27, 12" (SW) ® 25 LF 12" SO O 2.00X 4a CONTROL STRUCTUR& 54"0 W/CONE TRASH RACK STA:10+34.89, 33.21' LT RIM=377.00 1E=370.52, 12" (N) © 27 LF 12" SO O 2.00X 70 EMERGENCY OVERFLOW STRUCTURE 5410 W/CONE TRASH RACK STA.10+44.89, 33.21 ' LT RIM=377.00 IE=371.81, 12" (NE) ® 26 LF 12" SD O 1.23X W 344TH COURT 'ti .�...,�'�% i� X ,6 44 Y ..... '..i _., _ ,/ _7 v _^ C, 12 Rid+:=373.98 Cv ,... ;% NOTES: 1. STORMWATER QUALITY TREATMENT WILL BE PROVIDED BY OLDCASTLE BIOPOD DEVISE PER DETAIL ON SHEET 9. 2. CONNECT ROOF AND FOOTING DRAINS FROM EXIS77NG RESIDENCE TO PROPOSED STORM DRAIN SERVICE STUB. Know what's below. Call before you dig. S NOTE. THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT N0. XX—XXXXXX—X APPROVED DATE a o � Z m v Q coi_ 2� Uj z F5 ss i� 2 4NW1 f- ii Qa az W 0 0 D. w e Z e 39374� w� SIONAL 12104119 Q Q C V o z � Q O Q Q U) 0 Ln N O N M ON M d- ,n Z � N a ME0 ' c �� o �Nooa 000,E S ' Q N U) Q Q N o c'AcVc� cz Z E W Qj Y� U Z "' 0 C Z ' `�5 W 0- 3 z JOB NO. 17678 DATE 12104119 SCALE 1 "-20' DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 5 of 12 420 415 410 STi1-m 400 395 �M- 385 �M:IJ 375 370 360 355 15 KISL YAK PRELIMINARY SHORT PLAT NW 1/4 OF SE 1/4 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF WASHINGTON LVC=50.00 PV1:14+52.13 EL:415.09 A.D.:-14.74% K:3.4 HP STA:14+77.13, EL:415.15 -------- _________ rI.. T -__ ___ _- ____ _________ _ -_________ __---_____ __ 420 � ^.............. ..... �... ... ...... ........ I (... � ........ +"i + " { ........... ... ......... ... ...... .. .... I.. .. ......... ..... ....... ....... ............ ( . . . . . . . . . . .3 d LVC=75.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......:. .....m ..... ......... . .... V1:13+66:05 EL: 02:1.8...... . J A. D.: 8.7190 K . 6 415 0.2 ?' I. LP TA: 13+28.55, : 399.82 .. .......... ...... ,\ m m ... ..... ...................... .................. ... ................. ................................ ...... ........... ........ .......r-i. Q �l J Ui 00 op ....... ,\ ...................... ......... . ... ... ....... ..... .......... .......... ........ .......... ......... ... ....... ...... ... .......... ................. .......... ....... 410 Q W . ...... .. ........ ......... ........ .. ....... .......... .... .......... ........................ :'w ......... ........... ................. ....LVC=7.00 ... ..................... .......... ...... PVI:12+61.73 EL395.61 A.u.:-4.4z;. ....... HP . STA:.12+99. 3, EL:397.97 ............. . .. ...... . ......... _.. ................. ................ ...... ............... . .............. I ....... ..... ....... ... ..... ...................... ..... .... ..... . ........... ..................... .. ... .... .. .. .. ..... O NI .. ...... ... ... ... ............ ... ..... . ...... ....... ... .. .. ... . ..... ..... .. .. .. ..... .. ........ .. .. ... .... W 400 .......... ... ....... ..... ......... , ......... m ......... ...... .......... ......... ... ...... ..... ....... 6299, ,` ............. ........ ......... .......... ........... .......... .............................. ... ........ .......... \ .... ..... ......... ..... .................. .......... ......... .......... ................ ................... .......... ...................... ...................................................... ... . ....... ............... ................. ....... ........ 395 .......... ......... .......... ........ .......... ...... PROPO ED GRADE.... ......... .......... .......... .... ...... ......... ...... ........................................ .................. _-` O R...0 t............................... 390 ................ ......... ............ ....... ... ....`... .. ...... ...... .......... ....... .... ..... .... ......... ....... ..... ...... ......... .......... ......... ...... ......... .. `.. ..... ....................... ....... .......... .... ..... .. ..... ............ EXISTING GRADE ' _.. O ROAD CIL 385 .............. .... ...... .... ............................ ........................ ...... �p> ' + EL:37 S2 5 . .3.1 A. .:12.71 % K:3.1 ...... ............. ................... ................ ..... ............................. ....................... ......... .... ............. ........ JP STA:0+3 8.65, EL: 37.53........... ....................................................... _ ........... ........ 380 c, rn rn ........ .......... .. ....... .. ... + �. +.M. o .. . ........ ..I...... .......... ................. .......... ..... ......... ......... ....... ......... o M + .... .......... ....... .......... .......... .......... .......... ......... .......... ......... .... ......... ......... . _ __ 1�,� ........ ..... ... .. _ .. . . . 375 .... ......... ........ ......... ........ .. ..... ........ ....... ......... .... ...................... .. ......... ... ....................... ... .. .... .................. ........ .. ....... ... - .0.. 2. . ......... ... ............. ........................ ........ ..................... ....... ....... ..... .. ....... ................. ............ ...... ... .I.. .. . .. ti. 370 v .... ......... ...I...... ......... ......... ................ .. .......... ........ .......... .......-- ..... .......... ........ .......... ......... .... a.. ....... .... ....... .. ...... ........ ....... ...... ...... ..... ... .............. .......... ....... .......... ......... ................ . .. .......... .. ... .......... ......... ... ..... ..... ..... ........ .. ... .. .. .......... . ....... .......... ............. .......... .. .......... ........ ......... .. .. 2.. N.. 1.3 .......... ......... .......... .......... ..... .... .......... ......... .......... ......... .. .......... ...... ......... .... Doc 365 360 �F v N N LO O) ...... 'OS .... 1 I� � N � T 0 �0 a0 N ^. ...... DO '< O � 0. O O `- O .. ": ..... O � ...... � � ...... O o>' ►,� tt el a0. ri cD.LO N v «j .� qj +*j _ p. Oi :.. w; t\ O� o� ;) (7 „, M o� , p . 0) M op _ Mti ^ O sf- `F N N o O , D0 M t0 14* C� (Y v (1) v C7 . . . . . .�L li. OFF +00 14+00 13+00 12+00 11+00 41.5' ROAD DEDICATION HORIZ. 1 '-20' VERT. 1 A=5' Know what's below. Call before you dig. 10+00 9+80 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX—XX APPROVED DATE o m � c Z z ® Q W �Z Uj �w y 4 cl- U 0 O M� °DD w� 1, 39374 w ISTER� 1 SSIONAL � 12104119 Q J a, 0 U) J Q z � W O Q o Ln 0 N M M d' V N N Z -7 C ON o O Im W N LL s a. c c I� o O N c s 0 n: D 10 a 5 1, 00 'S N QO C4 O C o0 E0 oq t = C Q z H IL fi 0 E• CJ _ L LL1 H f+ QJ UW� Zcz �m L L � � W o- 3 Ln � O 1.0 JOB NO. 17678 DATE 12104119 SCALE 1 "=20' DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 6 of 12 KISL YAK PSHOR T PLA Tx NW 114 OF SE 114 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL. WAY, STATE OF WASHINGTON Z I � I � 0 5 10 20 1 2'; su■t� ' € fS, SCALE 1 " = 20' i- X Cp i//,' iti..i i f l_/ .l l.i j( � i /`J ,L,:'.3., J i. i`e--y ': j f"\ r-'l ,.,1.._ s j! E L? i % 1 1, U CE':: `3f r. 5"^v 0 t l e ( ( i f ' I 711 N'k/=_ 1 O i r� / ! } ( — - U 8, i _. r'�ti L�U r ; An. i I ?- { ; ; I Ar 'ROX. LOCATION ?� 1 � X. v�4 � l l� i ..... r is WA. SSMW #2, TYPE 11, , » R i �:1.- - 37 4.1 € ' 414. ., 0 ?"CRv! :,<, '10+ _'�',u" r,!,. i 344;N ET SW STA 9 38, 1.58 LT E GRIND AND RIM 377.91 (�V t z .Y € ! !N • f.. n„n;;n �: t j ! f ! IIE=372.55 6' W .. �qv �, j TO �0 x s, 4 I C V� ,v'{''. v., �! ! i(.. i,✓a-'-..: �. 1 i i »E, ! ff _ .TV, k » J' 1 /, IREC14372 6' (Ej SSMN 1, TYPE ;Q, 48 i — i�'A MAIN f ; •.i / 1 f SSMH 3, TYPE It, 48 1 '� v. 8�u 11505 r r . I /PRL?!�0 EX. ; i o f ' S STA 10+06.38 1.Si8' LT I CO�IEW ' RIB- 9 8 'I STi�:13+06,38, 1.58 LT c� ti a I :� / i LAKEHAVEN WATER dt SEWER i - i ': t; RICi�-398.40 i � � RIM-�,74.07 E , E .. ..,,...� .��•'... � ---- \ ; 3;8.3:; ....c;, _ 6' i IE=361.85, �' .'.'.'..... _ N OI E .... t G- _ IE-'390.20, (W) I r I • ... i\ _ £� E (W) ! , •, DISiRIGi !'�Q+f ;i�11='.39 .58 (f2„ E 5 » E ' I ' ' I � 61• S'+ ' '• i _.. RIM=3I'`'.:.. i18 I IE 390.10, 6 (E) E E 3 75, (N,S) 1 ti i \!. » »\ iVfir'-' _48 ' E L v:.''^ £t \ 'f'. ! !._ S: � �.. f -' _ 8 x8 TES » » Y�.. ... 8 x4 REDUCER _ ti _. - _ _ _.. __.._._ _— , , S7 -' S� P••' .•.art r E E • `?' „ 8 n. J I _ .._ t -1 _._ _• S� .-....— S: - S� S E.X. , L ; `„ .. _ .._. ... .... ............ ... .. ., -� . , - - _ , ._........ .� , ., .. .�, cn ar r/ , — „ S _ —. c .. _ir . —.. 5.., - ... . _ -- -..........._._ . S;, yJ S1 SL S:. SL - ....... .... / . ............ ........... CL ��p���� i%. _ •41�8• • M l� � i •I f• I'• .. .. .. ....... .SD - ._.._ '.�' .. ___-_ Sit + . ... . ... ... ..... .:a.. .. .... .... ..... ......... .. .. .... .... \.. ..... .. .... ... ........ ........... ..... ........... ... ...... ...... ....... .. .. ... . .... .. .... ..... , ...... ..... . •.10 O0. • 7 '�.'.' •1.1+0 1 — z : �'. � Y f 14.- .f • ' 'Q•t;. ' E�. f. '► t im �.'.... .-:_. .... ..... 'T Elf' .....�'. .......\.'. ...... .............. -'-,..: ,' .• ?II,_•� • . •s' 4' PLANTER d .: �-•s.... '.L : s. q — - - =v OF EX. t1�, f d d :,., a d 5w S�EWALIC . :. 11 d �• ':i:'� '► SW �44TH COURT H 4 TYPE It, 48' �e d — — — — — — — ... . \ - r' RIM=417.14 i _ » » n X. ,.c� _l� 1�' �. i ,� IE=410.14 6 E %' z .� '` i �S ; ^0% O \ WAITER SERVICE METER SIDE SEWER CONNECTION ...... . \ \ i4 �T }� —. —. SLOPE MIN. — — - - .. \ I = ; �` AND CONNECTION \ .0.'G ....... r. 0 2 • co l ACC S3 EA'SEMENT \ \ (TW) I \ \ I i \ I i r-• PER DETAIL PER DETAIL (rYP) I EX. SSMI1 t _.._.. •� E _ �. : �1 f 33 r' ........ . _......... _ \ t, I ,t EXI C MD 777, f SST7�VV ./, ....... E !i l/ �'�C3 LR ''�f CONIVECTIONS"TO BE I I \ i \ I I l \ V".. 1 1 WASHINION.% / F�M ' - DOE STANDARDS' I \� .. a , Q r�, 3 '' i .._.......�- -'" .— !.. !•"®',S.�i.aiS f E V% 14 I + 4 ii \ I t}\ I / //. 4 f �Li lJ 1) \ \ < < I a3iv.Pi? i E J Ex. 3 LOT 1 d. J, \ \ :i... / \ 4 j EX- 30 , 2„ t I is ',jj(�jl .4 1Q I E I ,`, l l n r,3. nn l 12,852 S.F. F= --- \ - �� -�• \\` - L61 _ i-: ' 4UG.tJ 7 V: —._ rr 7 :.�--4Lt�../4 :i� `l' y Ae�v �1 .i "1'iRD DRAIN X,_ `E I s �V=4C,8,0; \ \ i 70 �. �1i�i �� / ..�16 L0��4 LOT 5 I LOT` 6, \ ......con I f� _ l a I LOT 3 I ( I + — a 200 S. 7,200 S.F. E d , �2 A ... ri d ' is ... '. �•�) TRACT A Z ' _,X. 86 L j S - STORMWATER I 4 N�' ..5 % r �—�-- — — —%— — — —� — I OPEN I : : 4 ', I PACE / , 7 960 S.F. 'i — 21412. n F I v LOT,; ;u f i ; 2 -- / E ,s f3I ) a Ef 1 eE t_ MANOR�� __ . ,i� 7 616 S.F. R�UNDER BUILDING BE R OVED , PERMIT �o 4 ..; I- I `I 1; t I —.— f i; 377.37 u.�_._ -yX. 0 E j�R. -'3' 8 f — \ i ;`t .J� �. D•�v f'. - \ 03 Gp T.L. , 480 Li:�rL?�. !� , I 'NV=J 0A8 5 WI IGHT'S HI—Li1E __RA TS NOTES: 1. EXISTING WATER SERVICE AND METER FOR EXISTING RESIDENCE TO BE REMOV:D AND REPLACED. 2. EXISTING RESIDENCE WILL CONNECT TO PROPOSED SANITARY SEWER SYSTEM, Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO, XX—XXXXXX—XX—XX APPROVED DATE a o a m z Z Q �Z x Z W SO F a � � W o D. Q' d z 39374 w rT� 1 1 �SIONAL �� 12104119 J O CL z_ o Q C W Q C%j O Ln O V) fV M GN M M w r^ V \/'f N ,� V J\ z = o o v ■ a� o o No o e Q 0 N 0 G\ �A s oq C cv C Q z IL fi ■ c to � w•+ � W 2W U z . > m c: W Ec) wc) z Ln JOB NO. 17678 DATE 12104119 SCALE 1 m-20' DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 7 O f 12 380 375 370 365 KISL YAK PRELIMINARY SHORT PLAT NW 114 OF SE 114 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF WASHINGTON �. . . . . . . . . . �. . . . .CB'11,'TYPE► . M M STA: f0+54.72, . 9.22' LT . . . . . . . . . . . . . . . . . . . . . . . _ RIM=37;_76 . . . . . . . . . . . . . . . . . . IE==370.76, 12" (W) . . . . . . . . . . . . . . . . . . . . . . IE-370.76, . 92. (S) . . . . . . . . . . . . . . . . . . , . ......... ... ....... .... .... ........... ........... ............................ EXISTING GRADE BERM-r 378.0 B O SECTION ......................................... ..................................... ...... ..... M=377.37 . ...... _ ... .. _ ... _. _.._ _ ,... .. WS„376.37" i REINFORCE[ CONCRETE 00 e �-2. 00� ..... . WALLS PER KCSWM C71ON 5.1.3 1 ....... .......................... ............. ....... TOP OF WA - 374.37 ... .. . TOE OF WA = 369.37 Q ........... RNISH GRADE O ...................... ..... v U ..... SECTION LINE ...... ..... . ! RPOND TTMV=�W937 — — — — — ................... — — — — — — — — .............. Q .... 6" SEDIM T ti ti STORAGE.................... ................................................................................... ..... .............. ............. rnM. .... M.............. �. �.. oi.� - ......... �...... �..................... �.............. �...... ............ ................ 360 ' 30+00 POND SECTION A -A HORIZ. 1 "=10' VERT. 1 "--5' 390 385 380 375 WALLS P1 370 365 360 31 +00 f Vio.. .......... 90 380 370 360 40+00 40+90 POND SECTION B-B HORIZ. 1 "--10, VERT. 1 "=5' 380 370 J 360 31+60 " NOTES: 1. STORMWATER DETENTION POND DESIGNED PER SECTION 5.1.1 OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) 2. STORMWATER POND ACCESS TO BE PROVIDED BY ASPHALT PAVED ROAD AT 15.01% J. POND WALLS SHALL BE CONSTRUCTED OF MINIMUM 3,000 PSI STRUCTURAL REINFORCED CONCRETE PER SECTION 5.1.3 OF THE KCSWDM. 4. CONTROL STRUCTURES ARE DESIGNED PER SECTION 5.1.4 OF THE KCSWDM. 7 zf ' BIOPOD FILTRATION�DEI/ICE IE=370.69, 12" IE=369.69, 12' MAX. WATER SURFACE ELEVATION = 376.37 \ \ \TW=378.0 \ BW=369.37 4' CWM LINK FENCE ALONG TOP OF WALL Know what's below. Call before you dig. z 04 0 5 10 SCALE 1 " = 10' NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX—XX APPROVED DATE � a o � a m � ® �z �b �N o a Z� o gD D. M WAs `6 0 9ST1� 1�V SIGNAL 12104119 I— 'Q J a. o z O � 'Q � z Q W � z CL C) Q J o �n N O A (V M Md `^ d N A Z s o Q N Q Q N O c 00 h ds z 0 • EM Y � UW Z m L a� c: Z `L W U cn LU o z Ln 1.0 JOB NO. 17678 DATE 12104119 SCALE 1 "=20' DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET g of 12 11/2-R (TYP) 3" R r�j j _ ��. 42'--^- 79�" OR 1 146" SECTION ELEVATION ISOMETRIC TYPE'C' BLOCK mmnc CURB s TO CONFORM TO CROWN SLOPE OR 0.02 FE./FT. MOUNTABLE CEMENT CONCRETE CUR83 EXPANSION JOINT 5. 0.02 Fr./Fr 0.05 FT. FI.2 �• 4. e �o •..3 ` '. < CEMENT CONCRETE SWEWAEU( 2' CRUSHED SURFACING TOP COURSE (CSTC) i NOTE: TOP OF UP AT DRIVEWA)S. NEW CEMENT CONCRETE CURB Sc GLUIER CONCRETE CURB 1/2' /--R - 1/27 NOTM I. SEE DWG. 3-3 FOR JOINT REQt NT& ro PAVEMENT 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. < 3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. TOP OF CURB AT APPROACH r 7 3/4' CEMENJ CONCRETE BARRIEE CURB REV: FE9 2011 offer PUBLIC DWG. NO. WORKS CURB DETAILS 3-4 ACCEPTABLE RAMP LOCATIONS FM REMORT OR ALTERATION FOR NEW 0ONSTRUCmm OR REV. 4/11/09 I I CROSSYIAI NOTES: 1. CATCH BASIN AND INLETS SHALL BE OUTSIDE THE CURB RAMP (24" MIN. CLEARANCE FROM RAMP). 2. CARE SHALL BE TAKEN TO KEEP THE RAMP FROM CONFLICTING WITH HYDRANTS, POLES, INLETS. AND OTHER UTILITIES. 3. CONSTRUCT RAMP IN ACCORDANCE WITH STANDARD DRAWING 3-10 OR 3-11. 4. CROSSWALKS ARE NOT ALWAYS MARKED, 5. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET, RAMPS SHALL BE CONSTRUCTED AT CORRESPONDS LOCATIONS ON OPPOSITE SIDE OF STREET. arrap PUBLIC DWG. NO. k 1[I WORKS CURB RAMP LOCATIONS 3-9 ED( EDGE OF PAVE! KISLYAK PRELIMINARY SHORT PLAT NW 1/4 OF SE 1/4 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF WASHINGTON PM; MIN. MAX. STIR. 3-CAVE. 2-CANE 12" SHOULDER WIDTH W-O" {MIN W (VARIES) (lYP-) [ ' ( z ZI UA 2 FT./FT.50 � �._ Y""" •'� �.•.•'' FT./Fr. I0.02 0 05 EXISTING GRADE FT./FT. OSSMLE ODE SECTION A -A NOTES:. 1, COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE APPROVED BY THE ENGINEER CONSIDERING BOTH TRAFFIC SAFETY AND THE ACTIVITY BEING SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04.. 2. PIPE SHALL BE: A. SIZED TO CONVEY COMPUTED STORM WATER RUNOFF, AND B. MIA.. 12" OIAMETER, AND C. EQUAL TO OR LARGER THAN THE EXISTING PIPES WITHIN 500' UPSTREAM. AND D. BEDDING SHALL BE 5/8' MINUS CSTC, 3. EXPOSED PIPE ENDS SHALL BE BEVELED TO MATCH THE SLOPE FACE AND PROJECT NO MORE THAN 2" BEYOND SLOPE SURFACE. PROJECTING HEADWALLS ARE NOT ACCEPTABLE. 4, ALL PIPE SHALL BE CLASS N CONCRETE PIPE, AND SHALL HAVE A MINIMUM OF 12" COVER. 5_ PIPE SHALL BE INSTALLED IN A STRAIGHT UNIFORM ALIGNMENT AT A MIN. 0.5% SLOPE (OS FT. PER 100 FT.) WITH THE DOWNSTREAM END LOWER THAN THE UPSTREAM END. 6. PIPE MAY BE OMITTED IF ROADSIDE DITCH DOES NOT EXIST AND DRIVEWAY DOES NOT BLOCK NATURAL FLOW. 7. DRIVEWAY SLOPE SHALL MATCH TO BACK EDGE OF SHOULDER. BUT SHOULDER SLOPE AND EDGE OF SHOULDER SHALL NOT BE ALTERED AS A RESULT OF DRIVEWAY CONSTRUCTION. 8, PAVED DRIVEWAYS SHALL BE PAVED THROUGH THE RIGHT-OF-WAY WITH 3" (MIN) A.C.. BUT NOT P.C.C. 9, GRAVEL DRIVEWAYS SHALL HAVE A PAVED DRIVEWAY APPROACH BETWEEN THE EDGE OF PAVEMENT AND RIGHT-OF-WAY WITH 3' (MIN) A.C. ONLY WITH DIMENSIONS L-W. 10. SINGLE-FAMILY RESIDENTIAL USES SHALL SURFACE THE FIRST 40 FT OF UNPAVED DRIVEWAYS MEASURED FROM THE BACK OF THE SIDEWALK OR PUBLIC RIGHT-OF-WAY, WHICHEVER IS GREATER. 11, SEE SEC. REV: MARCH 20, �a,►a. PUBLIC SHOULDER & DITCH DWG. NO. ' WORKS SECTION DRIVEWAY 3-5 RADIUS POW OF CURB RETURN DETECTABLE WARNING SURFACE )SEE DETAIL), SIDEWALK CEM=-NIT CONCRETE PEDESTRIAN CUP,$ i I anM� I I ~ PLANTER, STRIP 4'-0" MN PLAN VIEW SIDEWALK RAMP PLAN DETECTABLE WARNING EXPANSION JOINT SURFACE (SEE DETAIL; CEMENT PA NIP CONCRETE SIDEWALK TOP OF f i(2 2.0K MAXADWAY X. DEPRESSED CURB & GUTTER SECTION OA CURB AND GUTTER (SEE EXPANSION JOINT 2" CSTC for 4' CSTC for I [ REV. FEBRUARY 2014 ELEVATION TRUNCATED DOMES DETECTABLE WARNING SURFACE DETAIL ISOMETRIC VIEW NOTES: 1, DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS OR OTHER APPURTANENCES IN FRONT OF THE RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING. 2. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP SLOPES. WHEN APPLYING THE 15 FOOT MAX. LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. REV. JAN --- RIGHT-OF-WAY LINE a`a CURB TAPE ` 10 �/- RIGHT-OF-WAY UIE Er 1 MATCH EXISTING DRIVEWAY GRADE CEMENT CONCRETE DRIVEWAY 6' THICK 5' MINIMUM CLEARANCE BETWEEN EDGE OF DRI-WAY AND STREETLIGHTS AND OTHER UTILITIES. `a CURB TAPER a't eae SIDEWALK PLANTING STD, E ANY. SEE CURB DETAIL DRAWING 3-4 SAWCUT LINE FOR NEW OR REPLACEMENT DRIVEWAYS IN EXISTING CURET/GUTTER SECTIONS. NOTES: 1. REFER TO CITY STANDARD DETAIL DRAWING 3-6A FOR COMMERCIAL., INDUSTRIAL, OR MULTI -FAMILY USE DRIVEWAYS. 2. SEE SEC. 3,2.13 AND CURB DETAIL DRAWING 3-4. 3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH CEMENT CONC. CLASS 4000 WITH 4% TO 6% AIR ENTRAINMENT. 4. FULL. DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER, 5. REFER TO SECTION 3.2.13 FOR DRIVEWAY SPACING, 6. LENGTH OF RAMP SHALL VARY AS NEEDED TO MEET ADA SLOPE REQUIREMENTS. Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX-XX APPROVED DATE W 0 f=I IT 'Q p W 2F- Z m co 2 ¢ ¢� co LU �Z �2 i tCi. W Z O za � � aW LQ � O D qw °D w� M� 4' 39374 w ISTE¢� �SSIONAL�� 12104119 r^ C+ ) o J z Q O vJ v) O z � 70 L z CO � � o Q U co In N O M <I" Ln Z C G\ i S c N I1 O OC) 02 LL Q !] N CN C �x O r^ a Z E 0 I1J E E u� y O .2+ � `u U VW_ Z Cz V W y � C to � O Z `t 1^ JOB NO. 17678 DATE 12104119 SCALE DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 10 of 12 null, I I "i srJsr. r tsrc-s La TAW coon CWWM Sverauc NOTES: 1. RAID AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCL t WOUTS. POLES• AND INLETS. 2. RAMP CENTER LANE SNAtI. SE PERPMDICULAR TO OR RAVINL TO CURB RETURNS UNLESS OTHERW4% APPROVED ETV ENQIEER. 3. WHEN W"S ARE CONSTRUCTED ON ONE SITE Of iFE STREET. RAMPS SHALL BE CONSTRUCTED AT CORRESPOND SIOEVALK LOCATIONS ON OPPOSITE SIDE OF STREET. SEE DOG. NO. 3-9. 4. ON ARTERIAL STREETS, R4 GENERAL CASE, CURB RAMPS SHALL BE CONSTRUCTED TWO PER RADM IN OR PREFERABLY ADJACENT TO THE MAIN PEfES17RBAN PATHS. 5 GMT RIESRDEKTW. STREETS OR N9E:RE UTiUiES ARE IN CONRJCT OR SIREE1 GRADE EXCEEDS 4.0% CURB RAMPS "Y DE CONSTRUCTED ONE PER RADIUS. AT MIDPOINT OF CURB RETURN OR AT VAN PE(ESTRWN PATH'. D ETEG. rDE WAPNNC. PATTERN 4REA $HALL BE. `....F ..3 J_o iN romp 'CE vrSR'�: S"0. SHEt. 2-ta.3(�-� P1`-•-i' - J WN. i MAX. 1 A �Jl S 1 2 116 1 HA'3.AN EE�AR " DETECTAKE NG PA FTRN DETA1 amSs� WORKS CURB RAMP IN VERTICAL CURB nw-11 G� 3-11 TYP SUF NW 114 OF SE 114 OF SECTION 24, T . 21 N., R. 03 E., W.M. FEDERAL WAY, STATE OF WASHINGTON VARIES r- - SIDEWALK I 3/8" EXPANSION } JOINT - 1/2" RADIUS a4' CONC.-: 2% _. x .v 2" CRUSHED SURFACING TOP COURSE VARIES PLANTER STRIP SIDEWALK AS REQUIRED 4' CONIC. a '4 2" CRUSHED SURFACING TOP COURSE FOR CURB a GUTTER USE DETAIL 3-4 FOR CURB k GUTTER USE DETAIL 3-4 NOTES: 1, FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3-6, 3-6A, Sc 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS.. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC, 8-14. REV. MAR 2011 ono PUBLIC DWG. NO. WORKS SIDEWALK SECTION 3-21 TYPE I BARRICADE TYPE It 44RICADE 16' i I 11 II ( 1 1 4 5 t1 It I i- 1 11 11 k:NDEBIAGS FOR - ja- 1 ll STA SECTION OF � _ � / // STRIPE NOTES TYPE III BARRICADE MOVABLE (TEMPORARY) BOLTS: 2 PER 301NT 1 /2"X 3" LAG SCREWS BOARDS: GALV. / , 8"X 1" OR 12"X 1' C 1' f VARIES 2' MIN. "`I POSTS; 4"X 6" MIN, (TYP.) PRESSURE TREATED OR CEDAR PAINTED TYPE III BARRICADE WHITE. FIXED {PERMANENT) 1. ORANGE & WHITE IF TEMPORARY. 2. RED do WHITE IF PERMANENT. 3, REFLECTORIZED 4. SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS. 5. SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENDS. 6• WIDTH 6 IN. EXCEPT 4 IN. IF RAILS ARE LESS THAN 3 FT. LONG. 7. SLANT DOWNWARD TO MIDDLE AT END OF DEAD-END OR CLOSED ROAD. B. SEE SEC. 5.07 AND MUTCD SEC.6C-8. NOTE: FOR DIMENSIONS NOT SHOWN, SEE BARRICADE NOTE TABLE BARRICADE NOTES TYPE I it III WIDTH OF RAIL 8" MIN, 12" MAX. 8" MIN. 12" MAX. B" MIN.. 12" MAX, LENGTH OF RAIL 2' MIN. 2' MIN. 4' MIN. HEIGHT 3' MIN. 3' MIN. 5' MIDI. TYPE OF FRAME DEMOUNTABLE OR HEAVY A" LIGHT "A" FRAME POST OR SKIDS FLEXIBILITY ESSENTIALLY MOVABLE PORTABLE ESSENTIALLY PERMANENT Roa d S d Services Division Department of Transportation RoaROADWAY BARRICADES Fa a 5-002 2007 Design and 5-14 King County Conamction Standards TYPE III BARRICADE DETAIL �• :Y tip:: ',�, 5 1 4' P. C. air _ PIPE MONUMENT 2` CALVAJiZED R ON PIPE WITH CONCRETE CORE REV. APR 2012. COPPER PLUG OR TACK 9 " 36 )56 Hole S 320 St7' 8.we D3-1A 9x36 Copy 6 Inch Highway Gothic Series B Silver Legend. on a Green Background 36 11 SW Campus 156 Lie 18 2" `1fi 3/8' Hale Drive z-7 e D3-3 1$06 Copy Two Lines 6 Inch Highway Gothic Series B Silver Legend on a Green Background 36" 12 ». 14 :156 Hde AveSW,,,- 2H 3/8" Note Private Road 7e D3-3PV7. 1206 Copy - Line 1 - 6 Inch Highway Gothic Series B Line 2 - 3 Inch Highway Gothic Series B Silver Legend on a Green Background MATERIALS: Aluminum: 1. Alloy - Made from 6061-T6 aluminum alloy chemically conversion coated in accordance NOTES: with ASTM Designation B449-67 Class 2 (alodine). 2. Size - 9-inches by 36-inches outside minimum dimension. Lengths of 12 by 36 inches 1. CASTINGS SHALL. BE GRAY IRON ASTM may be used for named streets. Thickness shall be .100 inch. A48, AASHM M 105, CLASS 30. 3. Holes - Four (4) C,.156 inch nail holes. Two (2) holes punched 7/8 inch from one end, 1 2, COVER AND SEAT SHALLBE MACHINED inch from the top and bottom. Two (2) holes punched 2-7 FOR PERFECT CONTACT CT AROUND /8 inches: from the same end,. 1 CIRCUMFERENCE AND FULL WIDTH OF inch from the top and bottom.. BEARING SURFACE. 4. Finish - All edges, corners, and holes shall be smooth and free of burrs and snags. A 3. APPROXIMATE WEIGHTS, STANDARD, CASE 60 Las AN A Message: COVER 19 Les j- 1. Background - 'Type III Green. See detail. TOTAL 79 EBS 2. Legend - Silver. 4. PAVEMENT SHALL BE ASPHALT CONCRETE, " 3. Legend Size - See detail. OR APPROVED SUBS CLASS 4. Pointer signs - Pointer signs shall follow the some specifications a's the, street name 5 CONCRETE SHALL BE CLASS 4000. - signs, except the end opposite the attachment end shall have white 45 degree corner cuts to 6. SEE RLETSECTION 3.8.5. indicate a direction in which the legend applies. 7, COVER LETTERING MAY READ A101iJMENT OR MON PLAN OF ►QN It uct�7 I 'I COPPER PLW OR TACK, OR 2" mn NOTE 4 BRASS DISK -1 AAS4 HALT CONC. - _.; ;a S CONCRETE MONUMENT 1-77 (ALTERNATE) +. CRUSHED NOC1C • '' �' -. sEG;noN R3-B ESTABLISHMENT AND/OR RE -ALIGNMENT OF A ROADWAY/RIGHT-OF-WAY CENTERLINE REQUIRE THAT MONUMENTS BE SET PER SECTION 3.8.5 OF THE PUBLIC WORKS DEVELOPMENT STANDARDS. ALL NEW MONUMENTS SHALL BE DOCUMENTED WITH A RECORD OF SURVEY AND CITY OF FEDERAL WAY MONUMENT RECORD FORM (DETAIL 3--37). EXCEPTION: ROADWAY MONUMENTS THAT ARE SET/ESTABUSHED AS PART OF A RECORDED SUBDIVISION, anraF PUBLIC DWG, NO. WORKS ROADWAY SURVEY MONUMENT WITH CASE 1 3-36 Rev.. NOV3014 WORKS STREET NAME SIGNS DWG. Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX-XX APPROVED DATE a a � W Z ca Q tl, 2 z CO y =_ Ql: z o ir-Z W ti �N a Z O U �o O W M� WAl F' 1B 39374 � 0�� SIGNAL 12104119 1 - J ~ J 0 Q rZ J Q \v T cc 0 � U W z 0 Q U v J o N 0 N M M �1" G d N V Z O Q > .0 CL C 000. LL 0L41 in '5 � � fV U% Q� N o 00 EO Z � E E uJ E O W UW Z_ a � C0 Z 3 W c cn � o z JOB NO. 17678 DATE 12104119 SCALE DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 11 of 12 I NSTALLATI O N 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 envep G o o W RKS STREET SIGN INSTALLATION 11G.50 Direction of travel Marking nail some side as cleat 8-Penny Duplex nail NW 1/4 OF SE 1/4 OF SECTION 24, T. 21 N., R. 03 E., W.M. FEDERAL WAS', STATE OF WASHINGTON NO'TI:S: I. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASTM CM UNLESS OTHERWISE SHOWN ON FRAW s GRATE PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2, HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6' MIN. CLEARANCE. SEE DWG. NO. 2-046. CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A z ,f MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE TOP SLAB- HAFIOHO=2 AWUS UM SECTION MANHOLE. m 6 OR oPTio }. GRADE 3 ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4DQ0_ ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2' 20' x a" 2 OR MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF 24' 01AM.3' -_ WALL 6 LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN y FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE sro�ENGINEER. Mom ORIENT y= u WITH INLET WRH lt�1.ET 50 STEPS WILL CLEAR PWEA SEE DWG, 5. KNOCKOUT OR CUTOUT HOLE SIZE SHAH EQUAL PIPE OUTER 48'S4'.60'.72%OR 96" W.#, NO. 4-4. DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42' FOR 54" C.B., `! • ` 48' FOR 60' C.B., 60' FOR 72' C.B., 84" FOR 96' G.B. MIN. ' ^ DISTANCE BETWEEN HOLES SHALL BE 8' FOR 48°, 54", AND 60" E I ! C.B.; 12' FOR 72" AND 96" C.B. € i 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 OF K.C.R.S. AND MEET THE STRENGTH REQUIREMENTS CIF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING -> FIT WITH ANY COVER POSITION, 48" !TAM= 6 ? z BO._ 8 Lu. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD N S 72 MAN - B' STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF - �' mow.-r2 PRECAST 8/�E Of THE BASE WITH 1" )AN. CLEARANCEMORT FILL INTEGRAL RISER I 8. MIN. VDT!, BEARING VALUE SHALL EQUAL 3,300 POUNDS PER e e ' "`t; k .. �'; • r r' a .'2'+ : '. 1'-0' FOR 4r 54', do 60' Wk. Y-0' FOR 72' lr 96' OW SQUARE FOOT. ao9000po`0, ;o-.,0oQ S. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, nepoaoaaaeaoa ooaooaoa SEE DWG. NO. 4-4. NIN S PARAi£ CAST RI PL40E 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. *FOR SEPARATE SASE OR SFPAAA7E GRAVEL B+cKFL FOR FauNDAT 7-05.3 FOR JOINT REQUIREMENTS. CAST-IN-PLACEPRECAST 8ASE, 11 COMPACTED DEIIIH RPREC FOR BASE ONLY 9.. RED STEEL (FOR SEPARATE BASES CRY) OM SQ. K/FT. IN EACH DIRECTION FOR 48' DAM. REINFORCING SIT�I. =PRMAST BASE h RITEGRAL RISER QNtY) 0.15 SQ. K/FT. 9t OWCi04 FOR 48' O 0.19 S0. W./FT. IN EACH DIRECTION FOR 54' ENA4. 025 SO. Hi./F% IN EACH DIRECTION FOR W OIAM. 0,19 SO. IN./FT. IN EACH DIRECTION FOR W MAW 0.25 % IN:/FT. RI EACH. DIRECTION FOR 60' OM,0-" SQ. ar./FT. N EACH OIRECTION FOR 72' DIM. � O." SQ. Ri./FF. IN EAW DFOR 96' MIA. 0.24 SO. IN./FT. IN EACH DIRECTION FOR 72' DW4. 0.29 SO. IN./FT. IN EACH W60TION FOR OVAL *01 RING `�Y;P s JULY 2014 GF � DWG. No, C§_ ° e Wft WOR S CATCH BASIN TYPE 2 (48", 5411, 6Q",72", & 96") 43 FRAME AND GRATE ..? v NOTES; I I I 1 4" x 4 Post 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM I C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON I 11 tl Finish Grade PLANS OR NOTED IN THE WSDOT/AP1NA STANDARD SPECIFICATIONS. I I!i I 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES 30" I IM "'�PER FOOT MAY BE USED. SHALL COMPLY TO ASTM A497(AASHTO M 221). F�WIRE FABRIC I 11 28" S' SHALL NOT BE PLACED IN KNOCKOUTS, I It II - 's 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE 1 III �I Two double i ` 6' RISER SECTION CLASS 4000. I Ih I headed nails I I 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR 1 14 II " " I KNOCKOUTS, KNOCKOUTS SHALL HAVE A WALL THICKNESS I I Cleat 28"x3 x2 I 1 13 BAR HOOP OF 2' MIN, ALL PIPE SHALL BE INSTALLED IN FACTORY under sign PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT I 30" BE GROUTED IF WALL IS LEFT INTACT. 1 28 y sue. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER 2 DAM. PLUS CATCH BASIN WALL THICKNESS. 4" X 4" Post I s` 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. NOTES; Aluminum cleat attached __4 DAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D" SHAPE. SIGN POSTS - directly under sign I y 12' 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE ` 1) ALL GROUND MOUNTED SIGN POSTS SHALL USE WESTERN RED CEDAR Ir RSER SECTION PIPE INVERT IS 5'-0". OR PRESSURE TREATED FIR UNLESS APPROVED OTHERWISE BY PUBLIC F �'� 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION WORKS. 2 #3 BAR HOOPS AND RISER SECTION SHALL NOT EXCEED 1/2'/FT. 2) POST GRADE (FIR) SHALL BE S4S DOUGLAS FIR LUMBER, WEST 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE * WITH STANDARD SPECIFK:4TIONS AND MEET THE STRENGTH COAST INSPECTION BUREAU GRADE 02, STRUCTURAL LIGHT FRAMING, 1" 1„� _ A' <1 1> REQUIREMENTS OF FEDERAL SPIJCDFICATKIN RR-F-621D.. RULE #16, PARAGRAPH 124-C, SELECTED FOR STRAIGHTNESS, AND FREE IT MATING SURFACES SHALL BE FINISHED TO ASSURE OF HEART CENTER (FOHC) WOOD TO RESIST TWISTING. � 1" ti� NON -ROCKING FIT WITH ANY COVER POSITION. a o ' 1,!4, 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN 3) PRESSURE TREATED POSTS SHALL BE TREATED WITH A 4-1/2% TO TOP OF CLEAT I .�i •� OR CAST INTO RISER. 5-1/2% HEAVY PETROLEUM SOLVENT PENTACHLOROPHENOL SOLUTION IN I FROM RISER OR BRICK SHALL NOT BE MORE THAN GE OF 2" ' ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO #3 BAR EACH CORNER I I 11. EDGE EDGE OF CATCH BASIN WALL DESIGNATION M133, WITH A MINIMUM NET RETENTION OF THE DRY SALT OF 1/2 POUND PER CUBIC FOOT OF WOOD. CLEAT - ? PK0AsT BASE SECTION (MEASUFa=7/ENT AT THE TOP 4) POSTS SHALL BE 4"x 4", WITH A MINIMUM LENGTH OF 12 FEET. (2) 0,1 ED 0 NAIL HOLES 1T3 BAR EACH SfDE I I I �� of THE BASE) LONGER POSTS MAY BE NEEDED TO MAINTAIN 8-FEET OF VERTICAL POST - {PUNCHED OR DRILLED) I I CLEARANCE ABOVE WALKING AREAS. POSTS SHALL BE 14 FEET IF I I TRAFFIC CONTROL SIGNS WILL BE INSTALLED ON THE SAME POST. .� 5) BACKFILL SHALL BE COMPACTED AT SEVERAL LAYERS TO MINIMIZE SETTLING. 6) ALL POSTS SHALL BE 2-WAY PLUMB. NTS 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, 6061-T6, 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 90`. NAIL HOLES OF 0.156 INCHES DIAMETER SHALL BE PUNCHED OR DRILLED IN THE LOCATIONS AS SHOWN. 4) POSITION CLEAT TURN -OUT AWAY -FROM AND EVEN -WITH THE BOTTOM OF THE POST. JULY 2014 C��awrer ,�,�I1 "�`'J PUBLIC DWG. NO, A vWORKS SIGN POST 3-51 ICWW PUBLIC LrIL(1% WORKS #3 BAR EACH WM CATCH BASIN TYPE 1 JULY DWG. NO. 4-1 I 23 3f4' �1 5 DRAFT REV: WAR W1I �► Federal Vlft�y am m i NOTES: 1. SELF -LOCK VANED GRATE MANUFACTURER SUBJECT TO APPROVAL BY ENGINEER. 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2" LONG. NOTE SLOT DETAIL. 3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06, 4. "OUTFALL TO STREAM DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA. 5. INSTALL BI-DIRECTIONAL VANED GRATES AT SAG LOCATIONS, 6. THE WORDS "CITY OF FEDERAL WAY SHALL BE OMITTED IF GRATE IS ON A PRIVATE SYSTEM, MR SLOT DETAIL SEE DWG. NO. 4-5 WORKS VANED GRATE (FOR USE IN PUBLIC ROADWAYS) Know what's below. Cal before you dig. DWG. NO. 4-10 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX-XX APPROVED DATE w 0 a o � z Q m � Q Z z Q i ¢ � Y j LU cc Z O W �Z W a z 0 U �o � O D M� w � m z 39374 w Cs SS10 L 12104119 CL J_ Q � Q Q C) � U LLI � Q O Cl) O N O N M M � Az N � C Ln s a ' c O 0 p c 00 O ��5 �/� N QN o 00 i>A t CS 0 Z E ' O E lu W � .2 U Z cn m ` +J Cz W °' $ a E In CD Z V" JOB NO. 17678 DATE 12104119 SCALE DESIGNED NJA DRAWN TLK CHECKED EDM APPROVED CJA SHEET 12 of 12