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18320 SUNSET WAY.PDF11111111111111 13404 18320 SUNSET WAY . -.5-q ADDRESS: gVt2W, TAX ACCOUNT/PARCEL #: BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required Waiver CRITICAL AREAS #: DETERMINATION: Cj Conditional Waiver Ej Study Required 0 Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit Vs): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) GEOTECH REPORT DATED: STREET USEIENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: L:\TEMP\0ST's\Forms\Jana's Street File Checklist 5-14-08.doc PLANNING DATA SINGLE FAMILY RESIDENTIAL IFIM 11 Name: Date: Site Address: 3 z_ o Plan Check t Project Description: Reduced Site Plan Provided: (YES 123) Zoning: R Map Page: Corner Lot: (YES Flag Lot: 6YI NO) Critical Areas Determination#: QfStu-cly Required waiver SEP�?, termination: ,)41—Exempt Needed (for over 500 cubic yards of grading) 0 Fee 0 Checklist 0 APO List with notarized form- RequiTd S, Side: Side: JReaf: 0) Actual Setbacks Side: n R ar: .J Detached Structures: O—Rockeries:. 1B (a c,� 0 Fences/Trellises: < _3d Eff�'-6ay Windows/ Projecting Modulation: C4, ff�-Stairs�/� Q.il( /\.o r Ul-\ 2- 5f" Sul%dYng Height Datum Point: tv Datum Elevation: Maximum Height Allowed: A ctual Height: Other . Parking Required: Parking Provided: 01 C16 .5 LotArea: Maximum Lot Coverage: 35% Proposed: Lot Coverage . Calculations: 143 I./S tPX-C.14% 4— OU-16 4/ OUC�6 ADU Created: (YES / NO) Subdivis iori:�,9�— Legal Nonconforming Land Use Determination Issued: (YES 16y) I i I. w CV r, �W_r � �e. 5 __ C6mments 7oc- -71 3 -6 qz7 zyz Jo Vq . S - - 11_1� 1�- -::7 30 A476 fo - f7 r An P 44f Plan Review By:. /411 CV,&,, D.*rk�lYMAC,VJ, I -T a S-4:0 (A F. H 0. 7 2160 288) 2 EARINGS =.1m. -J I S SITE ITE 0 VICINITY MAP OWNER/APPUCANT ENGINEER /SURVEYOR UNPLAY-ren, RE ZONING WATER SERVICE . . . . EA __ NUMBER �EPHONE PROPERTY AREA ELECTRICITY LEGEND PROPERTY ADDRESS SANITARY SEWER SERVICE POUCE PROTECTION IFIRE PROTECTION PUBUC SCHOOLS NATURAL GAS �G DESCRIPTION r F/771 GRADING OUANTIRES ILI, NOTES .j MEW PRELIMINARY DEVELOPMENT PLAN FOR MURA TA, LLC IN NW1/4, NW1/4 OF SEC. 18, T.27N., R.4E., CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON SHEET 1 City of Edmonds Critical Area Notice of Decision Applicant: (('c,4-. */V,-t 5 Property Owner: 5,00-f— Critical Area File cet -7 Permit Number: gLO 2-01 0 Site Location: + arcel Number: Project Descriptio n: F1 Conditional Waiver.. No critical area report is required for the project described above. There will be. no alteration of a -Critical Area or its required buffer. 2. The proposal is an �Ilowed activity pu . rsuant to ECDC 23.40.220, 23.50.220, and/or 23.80.040. 3. The proposal is exempt pursuant to ECDC 23.40.230. NLEYosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. Critical Area Report Require d. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40.160: I The proposal minimizes the impact on critical areas in accordance with ECDC 23.40,120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. The proposal is consistent with other applicable regulations and standards. F� Unfavorable Critical'Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.1.60 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. Favorable Critical Area Decision. The proposed project as described above and as shown on the I, attached site plan meets or is exempt from the criteria iin ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations. Any subsequent changes to the proposal shall void this decision pending re -review ofthe proposal. Conditions. Criti cal Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). Reviewer d' Signature Date Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 12/16/2010 RAM Engineering STREET FILE Memorandum To: JoAnne Zulauf City of Edmonds Engineering Division From: Rob Long, PE RAM Engineering RECEIVED AUG 14 2015 DEVELOPMENT SERVICES COUNTER Date: August 12, 2015 Subject: Murata Short Plat- Lot 3 (aka RTC /, LLC Short Plat, PLN 20130059) Drainage Memo RAM Job No. 15-025 This memo provides the design analysis of the stormwater drainage control system for Lot 3 of the Murata Short Plat. The initial short plat site development included a detention tank system for a shared driveway and an allocation of impervious surface for the house construction on Lot 3. The current owner the Murata SP lots is requesting a reallocation (memo attached) of the lot impervious surface (controlled by the plat detention tank) to accommodate a new house on Lot 2. The revised allocation (controlled by plat detention tank) and the proposed new impervious (controlled by an onsite Lot 3 infiltration system) is summarized below: Lot 3 Impervious Surface (see attached exhibit): 2,150 sf (Lot 3 house) + 2,774 s (Shared driveway for lots 2 and 3 located on Lot 3's panhandle) 4,924 sf (impervious to Short Plat detention tank) 2,500 sf (Lot 3 Infiltration System Area) An infiltration drywell is proposed on Lot 3 to control the additional 2,500 sf of impervious area. A site specific 0.5 in/hr design infiltration rate was determined by the geotechnical engineer (see attached letter). The stormwater infiltration drywell has been sized using the City of Edmonds Simplified Sizing Tables (handout #E72-B). The below tables provide the sizing information for the infiltration drywell systems. Project Infiltration Dry Well Sizing Summary: Lot 3 Infiltration Trench Impervious Area = Required 6' Deep Drywell Area (2,500 sf x 0.048)1 = Provided Drywell area (4' x 30') = 2,500 sf Lot 3 Infiltration Drywell:'30 ft. long x 4 ft. wide x 6 ft. deep (wash drain rock) 1. 4.8% impervious surface sizing factor per Edmonds simplified sizing charts (with 0.5 Sizing Factors per Edmond's Handout #E72B: 120 sf 120 sf Sizing Factor (17c of contributing Native Soil Desi2n imperviousarea) Intiltration Rate Category Category h Sizing Equation BMP Facility Overflow Depth (inclies/hour) I Sites, 1 2 Sites Drywell 4 foot depth 0,5 6.2% 6.2 % Dry%vell Area (square feet) = 2.0 3.0% 3.1% Impeivious Area (sqiiare feet) x Sizing Factor (%)/100 -1 6 foot depth 4.7% . _— r 4. 8 To 1 2.4% 2.5% Design Criteria per Edmond's Handout #E72B: Design Criterij for All BNIPs These BMPS shall not be used in: The North Ednionds Earth Subsidence and Landslide Hazard Area (ESLHA) 3 Up-radient (cast) of tile ESLHA -14 In a Landslide Hazard Are, - Within 5 feet of property lines and casements - Within 10 feet froin underground storage tanks - Within 50 feet frorn proposed or existing septic systenis or drain fields. - Where the depth to the top of tile seasonal groundwater level is less than I foot froill tile bottorn of the facility. The BMP rnust rneet the following setback requirements frorn buildings: - if runoff is frorn -,in area less than 5.000 square feet, setback is 5 feet from a structure without a basenient and 10 feet fora structure with a basenient. - If runoff is frorn an area greater than or equal to 5.000 square feet, a structure shall not intersect with a I Horizontal: I Vertical slope frorn (lie boitorn edge of tile facility. Miniiiiiiiii 5 feet froin a structure without a basement and 10 feet fora structure with a basement. 0 Ali overflow path inust be specified, such that runoff above tile facility's design capacity does not cause: - Floodint, of a building or eiliergency access - Erosion or downstream sedimentation - Slope failure. Drywell 0 Drywell area shall be determined using tile simplified sizing method. C� • The infiltration rate used to determine the required area shall be tile design, or 4*1 lon te rill.- rate and illust be calculated USillO correction factors per (lie Ecology Manual. • MilliII11.1111 aggregate depth before overflow shall be as specified (4 or 6 feet). Z�L- � • Drywell aggregate shall have a inininium void volume of 30 percent (I - 1/2 to 1-3/4 inch washed rock). CIZ! Z4 8112115) Attachments: A. Lot 3 Impervious Surface Allocation Exhibit, August 12, 2015 (1 page) B. Murata Short Plat Impervious Surface Allocation Memo, August 11, 2015 (4 pages) C. Geotechnical Soils Infiltration Letter, July 31, 2015 (9 pages) RAM Engineering 1653113 1h Ave W, Suite A108 Lynnwood WA 98037 (425) 678-6960 RAMengineeringinc.corn 2,150 sf (Lot 3 house) + 2,774 s (Shared driveway for lots 2 and 3 located on Lot Ts panhandle) 4,924 sf (Impervious to Short Plat detention tank) 2,500 sf (Lot 3 Infiltration System Area) ---------------- ----------- ----------- ---------- ------ ---------- --------------- \- I j 17 OEM ---------- L------- / Y— / D >-- 141- j __T V 11 Ir — T 31 -4 J 2,500 sf + 1T_ 3 IF N! _j 17 Uj z IF 2,15D S I U) I �-1 I ------------------------------ t ----------------- r ----------- ---------------- ------- LL= 774 sf i ---------- ----------------- i [2 ---------- — --------------- ------- r --------------- Murata Short Plat- Lot 3 (aka RTC/, LLC Short Plat, PLN20130059) I Lot 3 Impervious Surface Exhibit August 12, 2015 RAM Job No. 15-025 RAM Engineering TO: JoAnne Zulauf City of Edmonds Engineering Division From: Rob Long, PE RAM Engineering Memorandum Date: August 11, 2015 Subject: Murata Short Plat (aka RTC/, LLC Short Plat, PLN20130059) Impervious Surface Allocation RAM Job No. 15-025 Select Homes, the current owners of the Murata Short Plat is requesting to reallocate the allowable impervious surface for each individual lot of the plat. The current approved allocation (see March 25, 2015 memo) per the City of Edmonds and the proposed revised allocations area as follows: March 25, 2015 lmoervious Allocation: Lot 1: 4,657 sf Lot 2: 972 sf Lot 3: 5,091 sf Shared Driveway Area on Lot 3: 2,774s 13,494 sf The DrODosed revised imDervious allocation: Lot 1: 4,670 sf Lot 2: 3,900 sf Lot 3: 4,924 sf (2,150 portion of lot 3 house + 2,774 shared driveway for lots 2 and 3) 13,494 sf Additional impervious surface for lot 3 is proposed. A separate system installed on lot 3 (to control the additional impervious surface) will not be allowed to connect to the existing plat storm tank system. The design and approval for the additional private lot 3 system shall be submitted with the lot 3 building permit application under separate cover. An updated impervious surface area exhibit is attached for reference. (511111n RAM Engineering 16531 13 th Ave W, Suite A108 Lynnwood WA 98037 (425) 678-6960 RAMengineeringinc.com 1 Lot 1: 4,670 sf Lot 2: 3,900 sf Lot 3: 4,924 sf (2,150 portion of lot 3 house + 2,774 shared driveway for lots 2 and 3) Total: 13,494 sf -------------- --------- ------ 7— I It I I 01 7= 1 13,90C TO BE CONTROLL ED ON -SITE LOT 3 SYSTEM _'T - - - - - - - - - - - - - - --- - - - - - - - - - - - ------- F4,924 sf], - - - - - - - - - - - - - - - - - - - - - \ 3- /4 ------ It --------------------- If ---------- --- -------------- \ z"" F-r- I D I /* C� LL_ I Ail I 7 ;f 4,670 Sf It -4 V !T 17 Lu z 1, _4 CO) ---------- -T - - - - - - - - - - - - Sr/_ - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - R --------------- Murata Short Plat (oka RTC /, LLC Short Plat, PLN 20130059) Impervious Surface Allocation August 11, 2015 RAM Job No. 15-025 2 �3 0,5, C AW Date: March 25, 2015 To: JoAnne Zulauf City of Ed.monds From: Ken McIntyre, PE Senior Civil Engineer Subject: Murata Short Plat Addendum to Drainage Report dated 10/30/14 SDA PROJECT NUMBER 346-001-14 MEMORANDUM This memo is provided as an addendum to tl�e approved drainage report for the Murata Short Plat, which was issued on October 30, 2014, and subsequently approved. This memo is provided to clarify the amount of impervious surface area available on each individual lot, for benefit of the building designer. The approved drainage report accounted for a total of 0.31 acres of new impervious surface on. the project. The building designer is currently proposing the following new impervious surface area on each lot: Lot #1: 4,657 sf Lot #2: 972 sf Lot #3: 5,091 Sf Access Tract: 2,774 sf Total: 13,494 sf (0.31 ac) Lot Ws 1 & 3 are proposing more impervious area than was proposed in the original design. Lot #2 contains an existing building that was accommodated into the original storm drainage design. However, this building existed prior to 1977, and is considered to be "non -regulated impervious surface area", as defined in Edmonds Municipal Code. The 972 square feet of impervious surface proposed on Lot #2 represents a new detached garage and driveway area. The currently proposed access tract is the same as was proposed in the previous design. A figure has been provided along with this memo�to graphically represent the new impervious surface area. /10 X, 1/ST ONA L 6--w-W-W-0 03-25-15 !21 MAR 25 26ij DUILDII40 DEPAWWE' t CITY OF EDMONDS 1724 W. Marine View Drive; Suite 140 P: 425.486.6533 SDA Everett, WA 98201 F: 425.486-6593 m H 111 LOT #1 SUMMARY: TOTAL IMPERVIOUS AREA = 4,657 SF LOT #2 SUMMARY: TOTAL IMPERVIOUS AREA = 972 SF Lol LOT #3 SUMMARY: TOTAL IMPERVIOUS AREA = 5.091 SF ACCESS TRACT SUMMARY: IMPERVIOUS PVMIT/DRIVEWAY AREA = 2,774 SF N KJM EK� 0 50 Fkft e!!5jiip!!5ia U3-91-2014 .t t. 1 "=50' Scale Feet pt-ST-OOP4 P. o. o. 346 (K—i. H.n,.h,.tt)\OC)1-14 %hM P1.t)\r)—\f'--\T1R Fiin.,--7—MR-I—i.,.� 2015-n.3-75.d— 11.17 11=0 "o 11,11GINIGIVIS sloz (.',Z HVH ensau MURATA SHORT PLAT NEW IMPERVIOUS SURFACE SUMMARY Shoot: LYU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science Mr. Gary Klick Select Homes 16531 — l3th Avenue, Suite A107 Lynnwood, WA 98037 Dear Mr. Klick: Subject: In -Situ Infiltration Test Single -Family Residence 183xx Sunset Way Edmonds, Washington L&A Job No. 13 -116 July 31, 2015 INTRODUCTION We previously performed a preliminary geotechnical investigation for a 3-lot plat, and on one of the lots - Lot 3, the subject residence is to be constructed. That investigation is based on two test holes hand -dug on the project site. Our findings of the site conditions and preliminary geotechnical recommendations were presented in a report titled 'Treliminary Geotechnical Investigation, 3-Lot Plat, 18310 Sunset Way, Edmonds, Washington," dated December 16, 2013, (hereinafter referred to as 12/16/2013 Report). Onsite storm disposal by infiltration is considered for the subject residence of this report. At your request, we have conducted an in -situ infiltration test on the west side of Lot 3 to determine the infiltration rate in the stormwater disposal area. Presented in this report is the test result and our recommendations. 19213 Kenlake Place NE - Kenmore, Washington 98028 Phone (425) 483-9134 - Fax (425) 486-2746 July 31, 2015 Infiltration Test - Single -Family Residence L&A Job No. 13 -116 Page 2 SUBSURFACE CONDITIONS The general location of the residence is shown on Plate 1. Subsurface conditions of Lot 3 had been explored in our previous investigation with one hand -dug test hole, TH-1, the log of which is presented in the 12/16/2013 Report. This test hole, dug to 5.0 feet deep, encountered 14 inches of topsoil, 1.8 feet of brown to light -brown, medium -dense, silty fine sand with trace gravel, then into a deposit of brown -gray, dense, silty fine sand with trace to some gravel which appears to of advance outwash deposit. For the infiltration test, subsurface conditions of the stormwater disposal area of Lot 3 were explored with a backhoe test pit (Test Pit 1) excavated to 10.0 deep. The location and the log of this test pit are presented on Plate 2 and 4 attached hereto. This test pit encountered 2.5 feet of loose fill, 4.5 feet of light -brown to light -gray, very -dense, silty fine sand with trace to some gravel and occasional cobble (appears to be glacial till), 1.5 feet of light -brown, dense, gravelly, silty, fine to medium sand, then into a light -brown to light -gray, very -stiff, clayey silt soil to the depth.explored. Groundwater was encountered by the test pit. It is the layer of light -brown, gravelly, silty, fine to medium sand layer at depth from 7.0 to 8.5 feet that was targeted for the in -situ infiltration test. IN -SITU INFILTRATION TEST Stormwater Management Manual The in -situ infiltration test was conducted in accordance with the requirements and procedure outlined in Washington State Department of Ecology 2012 Stormwater LIU & ASSOCIATES, INC. July 31, 2015 Infiltration Test - Single -Family Residence L&A Job No. 13 -116 Page 3 Management Manual for Western Washington to determine infiltration rate of the targeted soil stratum. Test Pit and Subsurface Condition The in -situ infiltration test was completed on July 21, 2015. The location of the infiltration test, IT-1, is shown on Plate 2. The test pit was excavated into a light -brown, gravelly, silty, fine to medium sand. Groundwater was not encountered by the infiltration test pit. Dimensions of the test pit and soil condition at bottom of the test pit are presented in the table below: TEST PIT SIZE AND SOIL CONDITION Test Pit Description of Soil No. Size at Bottom of Test Pit IT-1 6.33'x 7.83' Light -brown, gravelly, silty, x 7.63' deep fine to medium SAND Infiltration Test Procedure The infiltration test pit was filled with water to at about 20 inches deep for hours to soak the soil underneath the pit. Clear tap water was used in the test. The infiltration test was then conducted in the pit by falling head method with the initial water level at about 18 inches deep. A steel cross bar is affixed on top of the pit and water levels from the bar were measured in the beginning and at the end of a one -hour period. The initial infiltration rate, Ksat inifial, in inches per hour (iph), was thus determined. The result of the infiltration test is presented in the table below: LIU & ASSOCIATES, INC. July 31, 2015 Infiltration Test - Single -Family Residence L&A Job No. 13-116 Page 4 INFILTRATION TEST RESULT Test No. 'Water Level Elapsed Time, Hr. Infiltration Rate, Ksat initial In./Hr. Infiltration b Rate , Ksat In./Hr. Begin End IT-1 62.25 64.625 of 1.00 2.375 0.689 a Measured from a steel bar affixed on top of test pit b Ksat,= CFT x Ksat initi,i , where CFT = CF, x ClFt x CF, As shown in the equation above, the Ksa, initial value determined by the infiltration test is to be modified according correction factors include: site variability and number of locations tested (CF,), uncertainty of test method (CF), and degree of influent control to prevent siltation and bio-buildup (CFj, are to be applied on K,at initial values to get the design infiltration rate, K,at. According Table 3.3.1 of the DOE Manual, CF, = 0.33 to 1.0, CF, = 0.5 for small scale test, and CF = 0.9. Use a'middle value 0.65 for CF,, thus, CFT = (0.65) (0.5) (0.9) = 0.29. The K,at value for the infiltration test was thus calculated and shown in the table above. RECOMMENDATIONS An infiltration trench is to be installed in the stormwater disposal area on the west side of Lot 3 to dispose stormwater. The bottom of the infiltration trench should be excavated at least 6 inches into the target soil layer of light -brown, gravelly, silty, fine to medium sand. Based on the above test result, we recommend a design infiltration rate of 0.5 iph be used for calculating the amount of stormwater that can seep into bottom of the trench. LIU & ASSOCIATES, INC. July 31, 2015 Infiltration Test - Single -Family Residence L&A Job No. 13-116 Page 5 LIMUATIONS This report has been prepared for the specific application to the subject residence for the exclusive use by Select Homes and its associates, representatives, consultants and contractors. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The scope of this report does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in this report for design considerations. Our recommendation of the design soil infiltration rate is based on the geologic and soil conditions encountered by the test pit excavated in the stormwater disposal area of Lot 3, the infiltration test result, and our experience and engineering judgment. The conclusion and recommendation are professional opinions derived 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. No warranty, expressed or implied, is made. The actual subsurface conditions of the stormwater disposal area may vary from those encountered by the test pit excavated in the area. The nature and extent of such variations may not become evident until construction starts. If variations appear then, we should be retained to re-evaluate the recommendations of this report, and to verify or modify them in writing prior to proceeding further with the construction of the infiltration trench. Soil LIU & ASSOCIATES, INC. July 31, 2015 Infiltration Test - Single -Family Residence L&A lob No. 13-116 Page 6 condition at bottom and construction of the infiltration trench should be observed and verified by a geotechnical engineer. CLOSURE We are pleased to be of service to you on this project. Please feel free to contact us if you have questions regarding this report or need further consultation. Plates 1, 2 and 4 attached Yours very truly, LIU SOCI S, INC. J (juji I I S. (Juli ) LIU, Ph.D., P.E. Consulting Geotechnical Engineer LIU & ASSOCIATES., INC. P6 MUM& i "IM. WHO 1W 119TH PL 2 sw PROACT SITE eg ism -K—sw �ND Pt Sk ST < ST cc- esca 4�T qtj T-_'Br -fK 4, "s -185TH F185TH�_ zt 5T 16 H 01'VI& a 21i 1211- V7 mi HUTT IL SW PL SW PL�% ST SW ST SW Jx 19M L S� 186TH 18M 187iM 187 l9m ST Sm PCSW Z) 188TH AJ-8 ST Sw"' :I- 189TH Sl SW < co VST Sw B W R KE 19, 190TH ST Sw! CHERR all* ST ?9 '1 ST ST Rx RE h 9600 2.. 1 ZZ 192ND ST -.13 1 SW 8 0- �.;i, 7h �w .1 FOREST 80TH �p W_ Rt-- DR . IM '�IOR 'PL co i* t" =c 3c —PL YL Sw co iFFSWW 196TH 196T i ST W G 'T E� DR sw 6ET PU 8200 wy Li 19M T sm HINDLEY Wa WT i-= r DR': BROOKMERE S� ks vi E; t v `�7 M0,U11FAIN - _4'. LN PL. vi STA 200TH 6 ST SW_ 8300 nc :x bPACKE 1.15. CUA�sckm SfERRA`� , 3t IDR 201ST L 202ND LANDING-, p We PLSW BEA& GLEN -24 'St ST 0 SIERRA ST 2MRD ST SW 2( t CL F- 2utH ST Sw s Sw 100 sf. c) mc PL Sw Po mvi Humi HILL,,,.PK $ ST 57 sw 206TH. rs PARK. _, : . 7 ' DO . ' .; - LL" ST.: BELL ST_SWj. a. . no 2 ms - -IIAI N 12a, FL SW Fa, FL SW co co 26 D�YTO� fi%Nc4i MWIT", LAJ PL 400' PL&-�i Z09TH P 14", pt ��, 7 4? E 41" --s T *kLMIT, T VICINITY MAP LIU & ASSOCIATES. INC. 3-LOT PLAT 18310 SUNSET WAY EDMONDS, WASHINGTON Geotechnical Engineering - Engineering Geology - Earth Science i JOB NO. 13-116 1 DATE 12/15/20131 PLATE 1 z 04� Z 0 z C, 0— EX ACCESS 'r R A C -r A NO. 29 ow N 991-U)" rl 4MI- 292.151 z :5 w Lu b 1/ 0 CL c/5 --- 14-4-4 7 E --------- If a -- - -------- - i w Z R'y $TWWA= -w DrMFMN FM 'm. 11 u,7 I I'D. j, C) D UPTI E 1--mlo I ' 4 0 A C) WE, X. Oft) I k MH 'R )11� I T T ...... Z mb. ;AND c") o to cc) - EX. MH CL co 2 Y RESIDENCE I T- ooR.300.85 CBUH KA� ST FL -292.65 LLJ R� BASEMENT c') '71, \-� LU Ab ,-r z 12, 24 &%fL ui z AE 3W iz000 (n 0 m 18 725 N E. TO d000 sEla, Y4 �l 15,5218 Q. 407 �EW SFR 7 loo LLJ CAR N sm v) uT.N 'I E)QSTIN jl�r z TO Rt?lo cf V) y L SH ii-E BE OCK M U, uFuvE om x-. ui LUTS 2, 3 L 2-NEW i-A cy) OUSE METERS AMC .9 SERVICES 0 P K. 3Pl co ID' lo, TOP n" W", wm CD p� C" WIN -=� jn2se em Or 4 DETEN71014 TOP 2913 EAST 3" WLL �y Il& nRE INV 25&5 '17-34- W (DESC) jr AE�KT - WAINM Sq 59 7 '(R.VA ID72,) FOR SHARED DRIVEWA 279�78'(DESQ LOT 2 AND LOT 3 H T C" ,77.32'(SP) r a A"ROXIIATE C LU LOCATION E)QSTIXG C E RACE/SHE A LU 0 4) 1 0 Logged By: JSL TEST PIT NO. Date: 7/21/2015 1 Ground El. Depth ft. uses CLASS. Soil Description Sample No. W % Other Test OL Dark -brown, loose, organic, silty fine SAND, with roots and wood debris, slightly moist (FILL) 2 3 ------------------------------------------ Sm Light -brown to light -gray, very -dense, silty fine SAND, trace to some gravel, occasional cobble, moist (Till like) 4 5 6 7 ------------------------------------------- sm Light -brown, dense, gravelly, silty, fine to medium SAND, moist 8 ------------------------------------------- 9 ML Light -brown to light -gray, very -stiff, clayey SILT, moist 10 11 Test pit terminated at 10.0 ft; groundwater not encountered. TEST PIT NO. Logged By: JSL Date: Ground El. Depth ft. uses CLASS. Soil Description Sample No. W % Other Test 2 3 4 5 6 7 8 LIU & ASSOCIATES, INC. Geotec hnical Engineering - Engineering Geology - Earth Science TEST PIT LOGS SINGLE-FAMILY RESIDENCE 183xx SUNSET WAY EDMONDS, WASHINGTON JOB NO. D1 5 1 PLATE RAM Engineering R_V Memorandum To: City of Edmonds Development Services Department c/o Jennifer Machuga, Associate Planner 121 5th Avenue North Edmonds, WA 98020 From: Rob Long, PE RAM Engineering 16531 13th Ave W, Suite A108 Lynnwood WA 98037 Subject 18320 Sunset Way (Murata SP Lot 3), #BLD20151040 Infiltration Trench Overflow Evaluation RAM Job No. 15-025 Date: November 3, 2015 RESUB NOV 0 5 2015 BUILDING DEPARTMENT CITY OF EDMONDS This memo has been prepared to address a request of the City of Edmonds staff to provide documentation that states that the overflow from the proposed infiltration trench at 18320 Sunset Way will not cause flooding or erosion problems for the downstream properties. The proposed on -site infiltration trench has been designed to infiltrate 2,500 sf of impervious surface in accordance to the City of Edmonds simplified sizing tables. The design includes an overflow if the installed system reaches it capacity. The overflow system is designed to fill and overtop a catch basin rim and flow down a rock armored Swale to an existing ditch along the westerly property line of the site. The existing ditch flows northerly and then is directed westerly down an existing driveway following the original site downstream drainage path. The overflow path is within the original site drainage basin and will not divert or add any additional areas to the original site drainage basin. The proposed infiltration trench system will mitigate the peak -flow runoff stormwater discharges from the site created by the added impervious surfaces. With proper installation and maintenance of the proposed infiltration trench system the proposed overflow path will not cause any additional flooding or erosion problems for the downstream properties. If you have any questions or'need additional information please contact me at (425) 678-6960 or email at RobL@RAMengineeringinc.com. ///n//f) --Rob Long, PE RAM Engineering 1653113 1h Ave W, Suite A108 Lynnwood WA 98037 (425) 678-6960 RAMengineeringinc.com 0. 19 4 CITY OF EDMONDS 121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - fax (425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT /,� C. 1 B913 November 19, 2014 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish.County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy 0 A C Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest Allied Waste Please be advised that the attached address has been added to the Edmonds address system. 18300 Sunset Way 18320 Sunset Way Parcel: 270418002018,00 DAVE EARLING MAYOR If you have any questions regarding this letter, please contact a City ofEdmonds Permit Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future address change notifications. Sincerely, ist- John Permit Coordinator Edmonds Building Department L\Temp\DST's\Master Letters.\New Address 11/19/2014 Incorporated August 11, 1890 Sister City - Hekinan, Japan .7 06 to iA�i 2 2 2 18709 9 3 9137 18555 9191 Me Go. 8 9111 18707 9125 9120 9121 10. 9110 1 W4 r, 9li8 r (n b 17909 7907 Ii 9 1 ST NOW 9105 18703 �4 9113 * - 1. 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Printable Version Home Other Property Data Help Property Search > Search Results > Property Summary Property Account Summary Parcel Number 127041800201800 1 Property Address 118310 SUNSET WAY, EDMONDS, WA 98026-5333 Parties - For changes use 'Other Property Data' menu Role I Pe:,cent �N.me� I!La�ilaAddress Taxpayer I 1001RESOURCE TRANSITION CONSULTANTS LLC 144 ILROAD AVE STE 310, EDMONDS, WA 98020 Owner . I 1001RESOURCE TRANSITION CONSULTANTS LLC 1144 RAILROAD AVE STE 310, EDMONDS, WA 98020 General Information Property Description SEC 18 TWP 27 RGE 04RT-17F-2) BAAP 301AFT E & 184.22FT N OF SW CDR GOVT LOT 1 TH NOI-01 37E 154FT TH S89*44 OOE 294.54FT TH S20* 21 30W 40.74FT TH 501*38 20W 117.93FT TH N89*17 34W 279.78FTTO POB Land and Improvements 1 Status Active, Locally Assessed Tax Code Area 00217 Property Characteristics Use Code Jill Single Family Residence - Detached Unit of Measure lAcre(s) .Size -(gross) 11.00 lRelated Properties No values Found [Active Exemptions lNo Exemptions Found Interest and Penalty are due if paying after due date since web is available regardless of holidays or weekends. eCheck and Credit Card payments require interest and penalty after due dates. If unable to make payment by due date because of site maintenance;. payment must be postmarked by the next business day per RCW 1.12.070. If you wish to pay taxes online, select an option and click "Add To Payment List'% If property is in "Foreclosure" - call 425.388.3606 for current total. If Special Assessments (not Surface Water, Soil, Forest Fire) - call 425.388.3750 for payoff totals. Make Check/Money Order to "Snohomish County Treasurer". Send to Snohomish County Treasurer, 3000 Rockefeller Ave, M/S 501, Everett, WA 98201 !Installments Payable ITax Year lInstallment IDue Date Princip� �I.terest, Penalties and Cost� Total Duel Cumulative Duel Select to Pay 1 12014 1 1 and/or 2 110/M/2014 1 2,085.571 20;861 2,106.431 2,106.431 Add To Payment List View Detailed Statement Detailed information about taxes and all other charges displayed above. Calculate Future Pavo Taxes, interest and penalty due on a specific future date. Statement of Payable/Paid ForTaxYear: r2014 Distribution of Current Taxes District Rate Amount CITY OF EDMONDS 0.17 .62.84 CITY OF EDMONDS 2.11 798.91 EDMONDS SCHOOL DISTRICT NO 15 4.65 1,762.9 PUB HOSP #2 0.11 40.15 SNO-ISLE INTERCOUNTY RURAL LIBRARY 0.50 189.40 SNOHOMISH COUNTY-CNT 1.08 408.62 STATE 2.38 903.19 SNOHOMISH CONSERVATION DISTRICT 5.05 TOTALS 11.00 4,171.1 �ending Real Pr M Tu s I !LandT.lu IPending Tax Yea Va rk.t el Market Improvement Valuel Market Total Valuelcurrent use Land ValuelCurrent Use Improvemen4 Current Use Total Val 10 1 20151 421,0001 86,1001 507,1001 01 01 Property Values Val . ue Type Tax Year 2014 Tax Yea 20131 Tax Year 2012 Tax Year 2011 Tax Year 2010 Taxable Value Regular 378,800 398,200 0 441,200 641,900 Exemption Amount Regular , h4.s://www.snoco.org/proptax/(al4y4h55xqrxmqa3yedrlu45)/search.aspx?parcel—numb... 11/19/2014 Tioperty Summa . ry Page 2 of 2 Printable Version Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.5211.18540 https://www.snoco.org/proptaxl(al4y4h55xqrxmqa3yedrlu45)/search.a§px?parcel—numb... 11/19/2014 NW 114, NW 114., SEC 18, TWP 27N, RGE 4E. W.M. M SEWER CO PER CITY OF N EDMONDS SID DWG NO. E6.2 (SEE SHEE T D T- 0 1) IE 2 70. O-+ CON7RACTOR TO CONFIRM DEPTH AND LOCA77ON PRIOR � TO CONSTTUCTFON f (SSCO TO HAVE 12 - CA S T �, I IRON LAMPHOLE COVER W7H � J" HEX BOL TS, TYP) I �: I � � I . I ALREADY PLANTED TO BE REPLANTED PER APPROVED VEGEGA 77ON MANA GEMEN T PLAN BY ORIGIN DESIGN GROUP OVERFLOW FROM 7RENCH DRAIN. ARMOR GROUND 107H 4'WDE RIP RAP PAD (4'!-6" QUARRY SPALLS, MIN 1'DEEP) � 1� . , � 272.4 i. EG --�� CB I . . ..... ,-, TYPE I W1, - FRAME & GRA TE & 4-DOWN,TURNED ELBOW -(� N=9603.30 ",-,, Q) E=10371.62 "I"" -,;� RIM 273.00 ""I'LO V- 4 - IE 270. 00 (IN-E) 4 - IE 2 70. 00 (IN- S) LLJ a N �n , (� . E4 INSTALL 4'PERFORATED --- PVC OBSERVA77ON WELL I MTH CAST IRON LID .- SET TO FINISHED GRADE --A- CITY OF EDMONDS SID DWG NO. El. 1 (PER GE07ECH RECOMMENDA TFONS) 276.5 / , I m� I I I I NA 77 VE VEGE TA 77ON NO TE. ANY NECESSARY REPLAN77NG OF 774E NA 77VE VEGETA 77ON AREA WLL BE REQUIRED PRIOR TO THE ISSUANCE OF A CER77FICA 7E OF OCCUPANCY FOR THE SUBJECT RESIDENCE, AND AN INSPEC77ON BY THE PLANNING I DIWSION WLL BE REQUIRED UPON COMPLE77ON OF 7HE REPLAN77NG. I � . I / � : . �-. . I ."...." � .1 1,:,...1--6&-.-� . . , .1 A. " - N — X4 1, �, 89'44'00" W 89.94' t i ; it I I �, — . . .— — — — A. 44:4,i�-*,!�!:i!�-*.:: �:�:::,*, " ,�� / I / z -;1:;;1:. '... .. . . . . . - :,/�,!�:�i��.-,.,!��44��.".4�4!!Ii-44 /. !�i:!��!�:` .. ":�../. , -""',:r . .... . ......... .. . / , / / ". 1`... / ., / " / // .1, '14 /`, /- .� .,:�'11' 4 � - /"".�.,:�.-,'��,.,�...'�4�,.�.4-4"��.4�.,�4".44"4.,...�4.,.;,:"4 ,/ ,,,/ / "" �t, e ". , ,,I...... 1,-1 . .... .. 1. 1/. � I / - � -, ..., ......".,-............. / ,..::�.,"" .. . .... "......-...., ....... * ,X ;,,V/ . .. I /� ,,.� -.,,�,'' " �/ //"* �:�:��,':-��i�ii;5 / I / Z/, t///.,/,.,,/,.. // /,* / �,, .1 , , "' * "" / �.V-.-.,---� . ..... / . / .11 ./ , ..., "... / , � 7- ... I ...... 1, / 17 ,", / " . .... .. . ....... . I . .4 , .-� ... ,-, . .. . . ............. ............ ... '. . : .. .... � ........ f .. ... . �,- ? , ;.: �-.-.K.-�-.-,-....-.. ,,� ... ... I ...... .. �. - ..-..�-,., -, --.... ..... I - .. :.,:-,� ;..:� .� � t 4 ;, .. / / ,/1, I.- . .. - . " " �=:� -.4 . ... -/ - - - I / , I/ , ,,� / / -, / �, 11 , , . / , /"5,4",�,�`,,,"`, / // / /�. // t, / / / -./ I . ", . .,., . '. . ., . .I. .I.. ,�;, - -.,,�- - ,,, - ,— ." - - ". - .,I. - !� ... /. - ,". - .,�. . ,'. . TREE PROTECTION MEASURES (ECDC 18.45.050H) ,w-", " I `� /1111 _---I �, .11 I, — I AIN .." / 116\1 0' .. Z F PUGET ,�. CP- ,.1. SOUND '. SITE )�-�— � .;,/,*, 4 .1), I 7H L7 Sw � ::::. . / ... �t --z I / .V ,4— ---\,� ", i't — 2— �t ,.:::, / & w- ." i� I -- . -- ..,� TH = - -F--;:t- - ..... �& , 11.1 � - 1 ----, . - 21-1,�\ : -----77�_-� - I I — /� — I I 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM ) ", � I 6) C :x Z k 0 " , zc�, � C F-- � 0 Q-- S: a' 0) 0 Q U I Q 81� zz 104 a 4 15 �: Z3 .Q: �! Q w � � , *, 0 6.0 1 1 �e, ", .", .. "'], ..., " / / / I 1� I / . TOP " '... . , , /` 111" I I / .1 / ,:$** ....... - 1" = 10' 2 . I "I I /I ... / /"', / , ". .1 , .. 1. : . ?I � CITY OF EDMONDS �' , "I,- , /. . ...,* � /"... " I / : -." /./ ./ ,", ,,::.- / , � � � DRIP LINE OF 7HE TREE, OR (8) AN AREA AROUND 7HE 7REE EQUAL TO ONE FOOT SCALE. / 2 .0 . "I I 1, ", STO D WG NO. El. 1' . , / /� " : ". --- / ,,,:;-.../-` //./ . � � . .., , .. . % I'll, � !, / , / / " , /. - , , . , " i IN DIAMETER FOR EACH ONE INCH OF 7REE CALIPER. 0 5 10 20 U) /: % ; 280 1% 11 k, � " . / .,,.,' , / �;,-,,,, I /, // ,� ;, /" .." '1.',, /. / '.. / . � ., - - -- - - . , , . I I . , , % ..- I I 11 . ,/ �, i ." , / ,,, ..,. / " " . /. / :! I N 1� . :. . .1 I / . �- , , � I I .. .. .. / , . .. , I , t '.1 i'l.11,�-,�-�-.-,-.-,.-.-.,.;�----,:---------:::--------- 6. THE APPLICANT MA Y PRUNE BRANCHES AND ROOTS, FER77LIZE AND WA TER AS !1) I . I % , " . . I , EXIS77NG GROUND � / , / , , I * .. . -, : . ... : .., /, , / ... . . . ... , 1� , I � , ,11� / / . :..../, /' ,,::� /... ". 1`*.. I"'.., * "I "' , .. / REEW 9 N Y � 36 t.- 4 0 P VC SA N 51D yp "I "' � / ..... , ,", * 1, , / '..., / ..... . I .. , . - I 1. I I / � L CONTOUR (T ) I , / / /.... " ,,1 / / � " 1�-. ,* / I/ "I WHICH ARE 1. I ',',�,,' . I .., / /. . ", � ., . � / / / I % .11 I / HOR 77CUL 7URALL Y APPROPRIA IF FOR AN Y TREES AND GROUND CO VER I- /- , ". , ", .1 I" - .." , '.... ..", '.. / ,'- ,�,' ,/ , ... . � t� ." . I � .1. SEWER � 0 2Z (MIN . 2 11 I �-11--'11 . . -'�.-` � -, / " ...... / � ". ", . -, , .. ,,, // // /. . � 't: ../ TO BE RETAINED. I � ... 11 ... ...'. . 1� I I .: / !.../ ,.,., .. I I .1 -11".1."', / '. '. . ,-` /` / , / ; � t� / �. . � / �11 / . . ,.,,' / ....., ...." / % - . ".., .1 I . -, -, . - -, / , , . I ,, �.- , I / ,/w-:::'11:,11' ./ .. "'; ,,, , , � .. , ,/ " . : � :: � . .,, 11 � I I '..v" ,,, /I I/ */ ."'. / I '... ... / . ., �!� 1. , � . , 1* /.4. J"', ..... / , / .. , ., � � '� .. " - , . , , . '. ., I . ,1 `*. � : .. � " ,, / / / / ,---:;, ,�'. .., / ... / / ". ," I I . '. � I PR!ZOED BY PLANNING (3 - '� *- % .$ . �,. ,,;� // /I ... /":-,, �. // ..� ./ 1, / ", .,�, 1. .., THE PLANNING DI WSION MANAGER OR HISINER DESIGNEE MAY APPROVE THE USE c�l � . � . , . i: � - " I � . . ,� " -1 .... -/ / ,/ 1, .-::�,�.'�', - ". ', . ". �� " � . . / ,z' ; ,",". " '.., / / z / . / . .. .1 I %. I t. il w .., :, I , . � , " '. �� -/ , , z : ". � . / ;;" ,� / . I // .. � , il � ...."', OF AL 7ERNA 77 VE TREE PRO 7EC 77ON TECHNIQUES F 7HOSE TECHNIQUES PRO WDE AN . . , , , //, � ,; " ,.*** -, ,1 -, / " 1. " I / / ,., S, " 11 , /: � . , / � , �� / .. / ', , I I . . % " � I I , / 1 , ., , � , . -�� . ; .." / ...-- / ---' ,/ ..., 11 / � 1, , � / ----� , .. - . ,** / - -/ .. , �� , � EQUAL OR GREA TER DEGREE OF PR07EC77ON THAN 7HE TECHNIQUES LISTED ABOVE. - -iii I �, I % � , ., , ...,/ , LEGAL DESCRIPTION . .. X.... . (0/,.,//,. , ., / : %. PROPOSED � � I . .. ., ,/ . / , �:§;,* '.1 . . § / �::�-* .... , � :: . . " I '. . � '% � . t/ .... " , ..; /. .... ", , / , ' I/ : . -� ; *.... . .1 t� / / 1 /` .././ /. "' , . - , .. I , � , / .. CONTOURS 11" 1. . .11 . 1, �i , .,.*** / X . . . ., / ,� ��. , , , " , -: , * - , . . ,", ./ *, -'� .:z.;!::i ...." / L 0 T 3, CITY OF EDMONDS SHORT PLA T FILE NO. PLN20130059. '. .. .. .. I % , , I % .. - -- - .. '� '. ./.. ,-.`-'.*..,f.** � .. /. I .. .. . - --- / 1, .. .. , - .." / � . I : . � / / I.." ,. , "' . I ... . 1, , � � 4----O .` Z , -:/ .1 �/ - // ....."..- ,// ." , �... '** . " , " . 28 .. I / , . ", CJ ,..,-* :- / �� 11, I ". I . , I % � , .1 ., / '. I � � . ,�/ .... / �, .,� . , � . . .... , 11 � , . '.... .1� ... .1. ";� I 1. .., ". -! � /.% '. .. �. ... . . ...... /. v . ", ,t,� ..., ... // : 1, ,e � ..... /I .A ./ ., .. /� .... 0 " . "I * t J �1. I . ".... . . ,V , .. ... /. � '� � .... St TVA IF IN 7HE COUN TY OF SNOHOMISH, S TA TE OF WA SHING TON. ". ". ". I , � � / 1, ....., / - - ., ., / " . . . � /::: I / �. .1 \ I � . le, .,..., CONSTRUCTION SEQUENCE .. .. " � .1 . JL. / .. . / ,- "" ....., '... , /..."'..........';i -, �` -� ..." . ., .., " / , .. t, " / , I . , . I .1 i.'/. ,. /'./. ,*"..//,./.;$"�:,.....".-..,......., ", ... ..: . - .1 . . . . I 1:, `*-. . '', .... / / *. � 11., '':. ''. . � '... . . .. - " .., I ,. / /* I /—. . ...".. ., I ,�, �.'� 1. : i *1 - * � k,'�— " '. / /. '....... .. / /*` /`.,/'� ;: ! ", ...I... -Z , -.1 - � � I :—r- - /' . - ... � . 2 Zone —1 _ .. . , I �1- .. v/ .,/ ",�,''*-.* .... ...., .. ., ...... , , &�L 1* , �, / I., " '/ / -'.."'."''.., .. / . . , " ;:- �' ...." BASIS OF BEARINGS , Comer Fiag /... ,� I i 1 $ i � . "� . I �... / / --i , " �:`. / ... ..... I., / :§, ,,, " I -` '. 1. SCHEDULE A PRE-CONS7RUC77ON MEE77NG KITH CITY ENGINEERING DIWSION AT 425-771-0220, EXT -,�-- . I �,-�� : I I " / , ./. //. . .... '. �, ..", � `-� it , - . . .1 '. I � ", - I CO C., 51, 1-f�41, , � --- \ 1: X` / X". / / ��/ ,/ 'I,' --��* "I'll, , / ., . . '... ." /.. / , �-," ./ /1"', - 1326. TWO DAY (48HR) NOTICE REQUIRED. Setbacks - 0,; I �- � ! . . / /'.,---,i �: L. CITY OF EDMONDS SHORT PLA T FILE NO. PLN20130059 --'-`� Almu,ired Actual I 11 :: � - - -� " /* ," /. / "" e I/ .. , .�, � ..." I .. I . . � PA 770 kez C 1, �- \ ;./ I "I. 11, ,.,.*,**". , ,��. , /."....... : ..., A Fropt /,/ . . � , : I . , , `�" .111, I 1. *. I,' "",/ .1 -, -1�/-, , :.... .. jrl , � I I � ` , ", ../ .� � cie,-, :V(-, I I .... // / />, /� / ',, .., .,� .,...�i' i / ., 2. REWEW TEMPORARY EROSION AND SEDIMENT CON7ROL NOTES. ---I -U1 � I * , I / ,,� " " . / ; 1. I t'l , " I ..", .. . : , / . - I I , - ", I . .... , I s W �' 1, 't, I � 1 7,/. ./ A -,"..... , `,� ,�el` ... ..., % I S, --2z--. ./ � SSCO 11 t.-, ------�� / / /,X, . / ., 4 . .M., ../ ..... to ." . 1 I -- \ I / .1 . . / "", ::::;,/ ::.,. 1K... 2 3. CALL FOR UPLITY LOCATES. BENCHMARK ----�-� — . . I '� 0 : .11 / / " : —all '... . I 11 \ "' / / " /`v` .''A -/,�,,�- -,�-�� / /. .. I........ R 5 to V I 1E 278.0 ,, \ 1, � 11 . / . �Iv/ /, , � '.. %, I,. / .A '... ,�../,. I : / I ........ ........ ....... ....... ........ .. ... �, ...... .... .. .... .* ... ... ! ".--.., , . . �,,, / , / . / - ,,`,� .,-!�, / / ./ /. " //, BENCHMARK. 0 A I ..... ....... ....... I ., '.. /,. / �tt ... , . *� '* "', ,,-' ,'. "' - -, :t // " 4. INSTALL TESC MEASURES AND MAINTAIN DUST CON7ROL WHILE PREVEN77NG DIS7URBANCE OF ANY � '. "I'll", �-` 11 " , ,t`// . I / , .., i er C- /0 : - I ./ / � .1 1, 1, / / '. 1. , .,t, .. ., .. , . I /// .1".. X, .", .. ,�:-- /.. .,../ -- : , i I , 'i. .1 .., le -,� . / 1; . / ., , "O" IN /O WA ON RRE H YDRA N T L OCA TED ON THE ) — +B�,, , , ,,,'� /. .% . ./../ 3 : I / I ... ....... .. ... .... I .. ... ..... ....... I / // —0- - 11 -, � �� I , I ., '. . " , , ,/.-.t::::: .. .. ..., " ...,— 1---l", I / - " . . 1: — I .1� I...'..... , , I 3L—1 /'.1...-�.././ / .., ,� - � I . . Y I , I 1`11/1 , , ...., ".. I .f / / --,�:.,. ." : : ... 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" - : " 4"PVC ROOF ,I .ri, ,el ," � ALREADY PLAN70 TO BE ,' IV 11 ", ��,.-/ /'11`1'..1/, ,,,-,** ". / ., ... � / /1",/�.1-111.1. ...1. �' �:� . 1; vr% Ir- ULCAIVIVU. r-MLJOILJIV AIVU 5WIMEIVIAIJUN CONTROL PRAC77CES , to " e , , I.- ., , 3.1 � /� I . . , N . . t. ".. , . / . �/ I � ANDIOR DEWCES SHALL BE MAINTAINED UN77L PERMANENT VEGETA77ON IS ESTABLISHED. /./I"Q��'�'. ,� 5,j," .. I I .1 .., I , '... ., d , I ./ ,`/ " , .: X.:��::m' /. ,:-:��Ii:!:- / ,te, -- -,� .., / I 1 REPLAN7ED.ttPER APPROVED �i �/ � '. ,", / � � / :t:/ /-, f'.., �,, / / .11111. " / �� -� : / �, /1. DRAIN A T 2X (k1N) i '. , // , .., " / I/ /, , 't,.. / /, : !.,.,*5 � ,....;.1 . . . . I , I - �!i& C �1, : vl , . / , 11 ,i;� i., . ,: . .:.. / I , � / VEGEGA 770]V MA NA GEMEN T PLAN I / /, ,./ , - . ` -` " /,-', / , - I ,e/ . / -�f"�4�f-* 6 . --e .." '� I """' ..., . / ." " . ., / -,--, � - 'i�:... 't I ��-* - .. ;.- -1 ", " .. I L : .1 ., ... , ,� * ../ ; .. / - : 6. , �.. , I '. e I �, : 1- .I-,- /- . �41. 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" / . - . / I I .;. -X.. :4.;- " / I , ,.� /. .:,m 11 3. IF THE GRADE LEVEL ADJOINING A RETAINING 7REE IS TO BE RAISED OR LOWERED, / :/ / i/ ,/ .11 . ,I / 11 y , �/ A-s"�,,,A:, ..". " ", I / , / .1 .*, // I "" .. . :.1 7 . ...... - 1. 't -1` .", / I I ,..., , / / -'��/- /,*- I " .." // � , / / -'^";�' / /I ... . � [7,.�j -7 THE APPLICANT SHALL CONS7RUC T A DRY ROCK WALL OR ROCK WELL AROUND THE . , " ... .. .. . . . - , , '. , / " . .� /� .".f .. / , , , , 11 ., ii ", - ..�,. I . / / / / - .1 1 . " � � . "' . ....... �. '... ., / J. "I / \ � ...� I. I ,--.:*./ / "I/ ., "" / , � 11 , ). 11 - I , /��""**�`*"&/"�"`/**`�*�"/"`�"`�/�"`��"`-��"`�`/`�+��"�+`/"`�/""��""""""��"�"�""""""�..�. , '. / I - / p't".. / , I . L ; , / ', / I / ., . / / V . " .11, , " " .. / I -, / '/ / .,' e - / / , , � .1 L / /.� . ,... ", " � - / . .1 / �-.----., � / I A .-el' I / 1�5 " f /. ../ v ,��--, / " ". ..4: I- , I 7REE- 7HE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE 7REES DRIP FIRE DISTRICT- SNOHOMISH COUN TY FIRE DIS 7RIC T NO. 1 A , . � - , , "' �' I/ -1, " _ / �'. - ...", , , , I LINE. I/ . . , ILI' A-�/Jk/ X1, / - , . I / -/ �/ I /1,1 /�.' "A -,, /�/// � � 425-551-1200 /- I - � - \ �, I ,,--::w,1,- .. I " . �\ - / - xa - I ... .... .. .. , ,`�6` /.. .., / / , I 11 - / ., , , , -- - � I � .1 \ � I,/ -1; ., ." , , / / /, ;;, .., . . , / � .." . . , . - ., �. , .. / , \ I . . - - ,., / �. � " // % / . , �; ,� , I \ �/ \ I \1, - �: / / " ,- / I/ "I ..., / I � - � . � I - , . M TE �/ 1, I \ : t. / �$, / , ,..- I / . SCHOOL DIS7RICT EDMONDS SCHOOL DISTRICT . . :, ; � APPROX .. t-'..., � "Ill . ,:. .. � / .., I �,---- ..,/ / I .", i I it 4. 7HE APPLICANT MA Y NOT INSTALL GROUND LEVEL IMPERWOUS SURFACE A RIAL I . I \ I `,., � '-,,� - , , .. .. A % ; 425-670-7000 ---! \ / , I ,` / ., . � � 1� I.. � 2 76 �, ' " "''X_S '/11/1, - , " / . N . \'IS,- /` 1. � ,"I . , , , WTHIN 7HE AREA DEFINED BY 7HE DRIP LINE OF ANY TREE TO BE RETAINED. . , - I - .;:: I/ / ,� .11 I I /**' � % I ,- I DRIPLINE , I. - . -�..--x ". : " � �, 11 . -, �.-- �� ... . , I , - -`/ / .. 11 I' ... .... ., '.... , -, I I I - . . .... ".... - - I , - - . j. ..: "I. . . , . I � /- \ 0, ---- , . . k . .:� - � . i .�� .. .. i - ," ,, - . , , . .. / � I .. I � .. . . �,,, .. , '. I � .. . . . : I � -1 � .-Y -.111, .1 ... , I � �, (TYP) 1%, - � . ..1111 ". 4---- "I I \", ../ e", V "", /..... I ... .... ., .. ,I �: 5. THE GRA DE LE VEL A ROUND A N Y TREE TO BE RE TA INED MA Y NO T BE L 0 WERED , .. -- - - - . ORANGE FILTER'\ I- ,��,, -- I.. / / ./ -` " I '- ` ", ,/. �, ,/, � . * I 11 A.- / .. ". , 'e, ,,, / .1 . . '. - - � , . - * , .., , k ,` � 11 , � .. / � . 78— to -- \ 11 \ FABRIC FENCE PER/** "v �, / t /** " / . , 'I., ., - - ADCA nr1r11A1Cn OV Turl , / / .". .... ./ '... .1 / --'�* :� , ., � -.1 WFTHIN THE GREA TER OP 774P* rM I f)U#Mr- A OrA C- 1A I 77.Jr . ;?** 61 LINE TYPE AREA (SQUARE FEET) 1. - NON-REGULA TED --- — 0 ...- ', . -- �� .:..---,---- - .-.-� 11- ""I'll,�"I..'�..,..��....��.. .1 - - I I-- I � I .11,1111.1.1'...,.""..�.........�'..�...�..............�� . 111.11 * � . 11 I - � , - . .... 1. . , ,. * � � -- , I I ''............"..- - ��i::��::i�:::_�,: �,,,,,,.,,,.��,:�,.�:�:��,,�l;:ili��:�..:.,: . - - i "'' ,. -,., I:, 1,:]: .. �:: ... _%.: �. ----X�-�� .��i�i��i��,..i:i��i��,,� , , ,, .1 ... ... ,��!�:�i�i: ,.: _ ..� ....... .., �!��i��::�i : I.. 11 � ---. - �. --�: . ��:�::��:,:::�.:�.��:.:,��, I I I - . .:..,:,:::,.::::::::::.::::,::.:::!,:.:..: ... ::,::..,. . ,::.:::::.:%.:- , , � . :: � , �::: 1, EXEMPT REGULATED 2. REPLACED 0 0 J. NEW (POST 1977) + 7,424 4. TOTAL REGULATED IMPERWOUS AREA = 7,424 5. TOTAL AREA A4177GA TED BY EXIS77NG STORMWA 7ER MANAGEMENT SYSTEM(S) - 4,924 6. REGULA TED AREA NOT YET MI 77GA TED = — . 2,500 z AREA PROPOSED TO BE M177GA TED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 2,500 a. AREA PROPOSED TO BE M/ 77GA TED THROUGH CON VEN 77ONAL SWU TECHNIQUES, = 0 J IMPERVIOUS AREAS HCUTSET CO VERED DIW, PA 770, PORCH & WALK 3, 35 (ROOF LINE) . UNCOVERED PA 770 AND WALK 300 SF UNCOVERED DRI VEW4 Y 1000 SF SHARED DRI VEW4 Y 2,774 TOTAL = 7,424 SF 2,500 SF TO INFX 7RA 7701V SYS 7EM 4,924 SF TO DE7EN770N SYS7EM BUILDING HEIGHT CALCULATIONS (AEG) SPOT ELEVA 77ONS FOR HEIGHT CALCULA ZZONS, 276.71 ELEVA 77ON A: ELEVA 77ON B. 283.56 ELEVA 77ON C. ELEVA 77ON D., 289.94 280.57 = 1,130.8 282-70 TO TA L: A VERA GE ORIGINAL GRADE 012) (A = 291.50 TOP OF GARAGE SLAB = ROOF A T RIDGE = 3OZ54 ALLOWABLE BUILDING HEIGHT = 3OZ 70 (AOG + 25 FT) . WHEN MEE CUT77NG OR LAND CLEARING WILL OCCUR PURSUANT TO A BUILDING, PERMIT PRO 7EC77ON MEASURES SHOULD APPLYFOR ALL TREES WHICH ARE TO BE RE TA INED IN A REA S IMMEDIA TEL Y SUBJEC T TO CONS 7RUC 770N. THE REQUIREMEN IS LISTED MAY BE MODIRED INDI WDUALL Y OR SEVERALLY BY THE CITY IF THE DEVELOPER DEMONSTRA TES 7HEM TO BE INAPPLICABLE TO THE SPECIFIC ON-S17E COND177ONS OR IF 7HE IN7ENT OF THE REGULA 77ONS WILL BE IMPLEMENTED BY A NO 7HER MEA NS IN TH 7HE SA ME RESUL T WHERE THE DRIP LINE OF A MEE OVERLAPS A CONSMUC77ON LINE, THIS SHALL BE INDICA TED ON 7HE SURVEY AND 7HE FOLLOWNG 7REE PR07EC77ON MEASURES SHALL BE EMPLOYED: 1. THE APPLICANT MA Y NOT FILL, EXCA VA TE, STACK OR STORE ANY EQUIPMENT, OR COMPACT 7HE EARTH IN ANY WAY WTHIN 7HE AREA DEFINED BY THE DRIP LINE OF ANY 7REE TO BE RETAINED. I LOT COVERAGE LOT AREA: 18,725 SF NET LOT AREA (LESS ACCES5 EASEMENT): 15,536 SF ALLOWABLE COVERAGE (35X) 5,437 SF HOUSE, COVERED DECK AND GARAGE 3,099 SF I PERCENT COVERAGE 2OX I UTILITY NOTE ALL NEW U77LI77ES ARE REQUIRED TO BE INSTALLED UNDERGROUND. UTILITY PURVEYORS WA TER SUPPL Y- CITY OF EDMONDS 425-771-0235 SA N/ TA R Y SE WER.- CITY OF EDMONDS 425-771-0235 STORM SEWER. CITY OF EDMONDS 425-771-0235 PHONE. . FRON77ER 425-263-4024 CONTACT' JEREMYFALLT CABLE. COMCAST 425-244-5088 CON TACT- JEFF BURNS Call 2 Working Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA 7F. - /2-A24C . 1 --,---I--,��-7 BY- �!I ----- �;�4a-:401,0"IL- ---CITY ENGNEERING DIV130N L.— I wftm. 1< �ft Z U- J z 0. () %-A LU :�b- UJ Q """ (4 z 0 1-�- Q Z %oft- Z U) (1) 5 qc� 04 Qft �ft Z U- J U) ii� UJ aft Z 0 () ,wJ :r to I�ft V.- (J Cb ('4-- UJ UJ %.- Q ..J K% U LU Z . J co Ift; V) (z I Q U) M J Q lft% C4 :z a 0 z 04 Q LU IA. 0 � ftft% (J L ` - I 0 oy It 0, 0 -.IV I "I -k % ,;;!� 61STOL0 T. 15 /// /75 ENGINEER. ROB L. LONG, PE DRAWN BY. MIKE MORRIS ISSUE DATE. SCALE. 8112115 AS N07ED JOB NO. 15-025 T. SP-01 SHT O NW 114, NW 114., SEC 18, TWP 27N., RGE 4E. WM. GENERAL NOTES 1. ALL MA 7ERIALS AND WORK SHOWN ON 7HESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICA 71ONS AND CODES, AND ALL 0 7HER APPLICABLE LOCAL MUNICIPAL, STA 7E, AND FEDERAL CODES, RULES AND REGULA TONS. - CURRENT IN TERNA 77ONA L BUILDING CODE (IBC) - 2015 WSDOTIAPWA STANDARD SPECIFICA 77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONS7RUC770N - WASHINGTON STA TE DEPARTWENT OF ECOLOGY STORMWA TER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITFON) 2. STANDARD PLAN AND TYPE NUMBERS INDICA TED ON THESE DRA W7NGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS N07ED 07HERKqSE. J. A COPY OF 7HESE APPROVED PLANS MUST BE ON 7HE JOBS17F WHENEVER CONS7RUC77ON IS IN PROGRESS. - 4. DEWA 77ONS FROM 7HESE PLANS MUST BE APPRO VED B Y THE ENGINEER OF RECORD AND 7HE L OCAL GO VERNING A U 7HORI TY 5. CONTRACTOR SHALL RECORD ALL APPROVED DEWA77ONS FROM 7HESE PLANS ON A SET OF "AS-BUILT"DRAWNGS AND SHALL SUMMARIZE ALL AS -BUILT COND177ONS ON ONE SET OF REPRODUCIBLE DRA WINGS FOR SUBMITTAL TO 7HE OWNER PRIOR PROJECT COMPLE77ON AND ACCEPTANCE. A SET OF AS-BUIL T DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF 7HE BUILDING OCCUPANCY11FINAL PROJECT APPROVAL. 6. ELEVA 77ONS SHOWN ARE IN FEET SEE SURVEY FOR BENCHMARK INFORMA 770N. Z 7HE LOCA 77ONS OF EXIS77NG UTIL177ES AND S17E FEA 7URES SHOWN HEREON HA VE BEEN FURNISHED BY 07HERS BY FIELD SURVEY OR OBTAINED FROM A VAILABLE RECORDS AND SHOULD 7HEREFORE BE CONSIDERED APPROXIMA TF ONL Y AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF 7HE CON7RACTOR TO INDEPENDENTL Y VERIFY 7HE ACCURACY OF ALL U77LITY LOCA 77ONS SHOWN AND TO FUR7HER DISCOVER AND PR07ECT ANY 07HER U77LI77ES NOT SHOWN HEREON WHICH MA Y BE AFFECTED BY 7HE IMPLEMENTA 77ON OF 7HIS PLAN. CON7RACTOR SHALL VERIFY LOCA 77ON, DEPTH, SIZE, TYPE AND COND177ON OF EXIS77NG U77LITYLINES AT CONNEC77ON OR CROSSING POINTS BEFORE 7RENCHING FOR NEW U77LITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXIS77NG U77LI77ES AND 97E FEATURES PRESENTED ON 7HESE DRAWINGS. ENGINEERSHALL BE NO 77FIED IMMEDIA TEL Y OF CONFLICTS THA T ARISE. 8. CON7RACTOR SHALL LOCA 7E AND PR07ECT ALL U77LITIES DURING CONS7RUC77ON AND SHALL CONTACT 7HE UNDERGROUND U77LI77ES LOCA 77ON SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUC770N. 9. CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS A T 7HE PROJECT S17E BEFORE STAR77NG WORK AND SHALL N077FY OWNER�5 REPRESENTA 77VE OF ANY DISCREPANCIES. 10. PIPE LENG7HS WHERE SHOWN ARE APPROXIMA 7E AND MAY CHANGE DUE TO FIELD COND177ONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GE07ECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF W77H 7HE CONTENTS 7HEREOF. ALL S17E WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH 7HE RECOMMENDA 77ONS OF THIS REPORT 12. S7RUC7VRAL FILL MA TERIAL AND PLACEMENT SHALL CONFORM TO 7HE RECOMMENDA 77ONS OF 7HE PROJECT GE07ECHNICAL REPORT 13. MANHOLES, CA TCH BASINS, U77LI77ES AND PA VEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NA 77VE SOIL OR COMPACTED S7RUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MA TERIAL IS PRESENT A T SUBGRADE ELEVA 77ON, REMOVE AND REPLACE K17H COMPACTED STRUCTURAL FILL PER GE07ECHNICAL REPORT 14. SEE SURVEY AND ARCH17ECTURAL DRA WNGS FOR DIMENSIONS AND LOCA 77ONS OF BUILDINGS, LANDSCAPED AREAS AND 0774ER PROPOSED OR EXIS77NG S17E FEA TURES. 15. SEE ARCHI TECTURAL DRA WINGS FOR PERIMETER FOUNDA 77ON DRAINS. FOUNDA77ON DRAINS SHALL BEINDEPENDENT OF 0774ER S17EDRAIN LINES AND SHALL BE 77GH7LINED To THE STORM DRAIN SYSTEM WHERE INDICA TED ON 774E PLANS. 16. ALL REQUIRED STORMWA7ER FACIL177ES MUST BE CONSTRUCTED AND IN OPERA77ON PRIOR TO INSTALLA77ON OF ANY PAVEMENT UNLESS 0774ERMSE APPROVED BY THE ENGINEER. INFILTRA77ON FACIL177ES (INCLUDING 7HE PROPOSED VAULT) SHOULD NOTBE PLACED ON-LINE UN77L 7HE EN77RE S17E IS STABILIZED, INCLUDING PAVEMENT DISCHARGE OF SILTY CONS7RUC77ON STORM WATER TO 7HE FACILITY COULD CAUSE CLOGGING OF 7HE PORE 7HROATS WITHIN THE RECEPTOR SOIL AND REDUCE INFILTRA 77ON CAPACITY OF 7HE FACILITY 1Z ALL ROOF DRAINS, PERIMETER FOUNDA 77ON DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO 7HE STORM DRAINAGE SYSTEM, UNLESS N07ED OTHERMSE. 18. CONTRACTOR SHALL OBTAIN AND PA Y FOR ALL PERMITS REQUIRED FOR INSTALLA77ON OF ALL 517E IMPROVEMENTS INDICATED ON 7HESE DRAWNGS. 19. AS A MINIMUM REQUIREMENT, ALL DIS77JRBED AREAS ON AND OFF S17E SHALL BE RETURNED TO THE EQUIVALENT OF 7HEIR PRECONS7RUC77ON COND177ON IN ACCORDANCE KITH APPROPRIA TF REQUIREMENT5 AND STANDARDS 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY 0774ER ACCEPTABLE ME774ODS FOR 7HE PREVEN77ON OF ON -SITE EROSION AFTER THE COMPLE77ON OF CONSTRUCRON. SEE EROSION CON7ROL PLANS FOR SPECIFIC GRADING AND EROSION CON7ROL REQUIREMENTS. 21. THE CON7RACTOR SHALL KEEP OFF -SITE STREETS CLEAN A T ALL 77MES BY SWEEPING.. WASHING OF THESE SMEETS WILL NOT BE ALLOWED W77HOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EAR 7HWORK PROJECT B0774 EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23 SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVA 77ONS SHOWN. 24. FINISHED GRADE SHALL SLOPE A WA Y FROM BUILDING WALLS A T MINIMUM 5Z SLOPE FOR A MINIMUM DISTANCE OF 10 FEET 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PR07ECT WORKERS, EXIS77NG BUILDINGS, STREETS, WALKWA YS, U77LI 77ES AND OTHER EXIS77NG AND PROPOSED IMPROVEMENTS AND EXCA VA 77ONS A GAINST LOSS OF GROUND OR CA VING EMBANKMENTS. CON7RACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM 7HE CITY AND FOLLOW CITY PROCEDURES FOR ALL WA TER SERWCE INTERRUP77ONS, HYDRANT SHUTOFFS, S7REET CLOSURES OR OTHER ACCESS RESTRIC77ONS. CONTRACTOR SHALL NOT RELOCA TF OR ELIMINA TF ANY HYDRANTS W17HOUT FIRST OBTAINING WRITTEN APPROVAL FROM 7HE FIRE MARSHAL. 2Z COORDINA TF AND ARRANGE FOR ALL U77LI TY CONNECTIONS, U77LITY RELOCA 77ONS ANDIOR SERWCE INTERRUP77ONS W? TH 7HE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNEC77ONS TO EXIS77NG U77LI77ES SHALL BE MADE ONLY W77H ADVANCE WRITTEN APPROVAL OF 7HE AU7HOR177ES, GOVERNING SAID U77LITIES. 28. EXIS77NG U77LITY LINES IN SER14CE WHICH ARE DAMAGED DUE TO CONS7RUC77ON WORK SHALL BE REPAIRED AT CON7RACTOR'S EXPENSE AND INSPECTED AND A CCEP TED B Y Cl TY OF EDMONDS A NO 0 WNER �5 REPRESEN TA 77 VE PRIOR TO BA CKFIL LING. 29. NEW UTILITY LOCA 77ONS ARE GENERALL Y SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICA TED, LOCA 77ONS MA Y BE SCALED FROM DRA WINGS. FIELD ADJUSTWENTS SHALL BE APPROVED BY OWNER'S REPRESENTA 77VE AND CITY. 30. 7RENCH BACKFILL OF U77LI77ES LOCA TED W7HIN THE CITY RIGHT -OF- WA Y SHALL BE COMPACTED TO 95% COMPAC77ON TEST REPORTS SHALL BE PROWDED TO 7HE CITY PRIOR TO PA WNG. 31. WHERE NEW PIPE CLEARS AN EXIS77NG OR NEW U77LITY BY 6" OR LESS, PLACE POL YE7HYLENE PLAS77C FOAM AS A CUSHION BETWEEN 7HE U77LI77ES. 32. SEE MECHANICAL DRA WINGS (WHERE APPLICABLE) FOR CON 77NUA 77ON OF S1 TF U 77LI 77ES W7 774IN THE BUILDING. 33. SEE ELECTRICAL DRA WINGS (WHERE APPLICABLE) FOR EXTERIOR ELEC7RICAL WORK. 34. SEE LANDSCAPE DRA WNGS (WHERE APPLICABLE) FOR St 7E IRRIGA 77ON SYSTEM. LEGEND EXISTING FEATURES PROPOSED FEATURES -------------- ROOF El CATCH BASIN, TYPE I STORM DRAIN PIPE 10 ROCK CHECK DAM ------------- ROOF & F0077NG DRAIN ------------- DRIP LINE @ CATCH BASIN, TYPE I/ -00 TEMPORARY STAND PIPE DITCH Z1ZZZZZ_Z1_Z,_1Z14 BUILDING FOOTPRINT < SD PIPE FLOW SURFACE FLOW CATCH BASIN ....... ....... ..... @ YARD DRAIN RIPRAP PAD PR07EC77ON ... ... .... .... . :: : % 0 STORM CLEANOUT M TYPE I CB CONSTRUC77ON ENTRANCE ----SD- STORM D R A IN PIPE ----SS- SEWER MAIN STORM CULVERT END TYPE // CB FILTER FENCE ----FM- SEWER FORCE MAIN 0 SEWER MANHOLE PIPE FLOW CONSTRUCTION FENCE ----W- WATER MAIN 0 SEWER CLEANOUT LIMITS OF CLEARING ----OHP- AERIAL POWER LINE < SS PIPE FLOW CULVERT END INTERCEPTOR SWALE BURIED POWER LINE 0 STORM CLEANOUT ------------- SA WCU T GAS MAIN SEWER STUB IF) YARD DRAIN EASEMENT ----T- BURIED TELEPHONE LINE SEPTIC LID 2* RIPRAP PAD BUILDING FOOTPRINT ----FO- BURIED FIBER OPTIC CABLE JQ FIRE HYDRANT - - - - - - - BUILDING SETBACK ----X- WIRE FENCE - - SEVER MAIN ____0- CHAINLINK FENCE EB--- WATER METER SEWER SERWCE X FENCE El - BOARD FENCE m GATE VALVE WATER MAIN ...... RETAINING WALL DITCH OR SWALE WATER MANHOLE SEWER MANHOLE ROCKERY ROCKERY AIRIVAC RELEASE VALVE PIPE FLOW MAILBOX El ASPHALT 0- BLOW OFF SEWER CLEANOUT SIGN ElCONCRETE o IRRI GA T1 ON METER WA TER METER STREET LIGHT D4 IRRIGATION VALVE IN- IRRIGA 77ON METER --0- POWER POLE A FIRE HYDRANT SLOPE DAGGER E] GRA VEL E-- GUY ANCHOR FIRE DEPT CONNECTION (FDC) GRA VEL MAIL BOX STREET LIGHT AIRIVAC RELEASE VALVE n SIGN POLE LIGHT BLOW OFF El A SPHA L T PA VEMEN T CONIFEROUS TREE F-P-1 POWER VAULT 1H[ )v GATE VALVE TEE W1 CONC BLOCKING F771 SIDEWALK 0 DECIDUOUS TREE FA-1 TRANSFORMER LLJ /@' POWER METER JUNCTION BOX _j FILTER FABRIC - SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 4 2' X 2' WOOD OR C I D EQUIVALENT I 11 CU 8'- 12' 8# PLACE 3/4'-1,5' WASHED GRAVEL IN THE TRENCH AND 0\1 BOTH SIDES OF FILTER FABRIC FEI\CE ON THE SURFACE. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE, C I :) WIRE MESH SUPPORT FENff TO SUPPORT FILTER FA��IC, I�m_m : � muml 10 I - - - - - - - - - - - r �j __�7BURY BOTTOM OF FILTER MATERIAL 8' TO 12' 6' MAX. LI\ 2' X 2' WOOD POSTS OR Li EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. 18!;-0- 1 c3go CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, e.I REVISIONS STANDARD DETAIL APPROVED BY DATE RM FM FM FLMTO SYM DATE 7/24/01 1 SCALE NTS I DWG No- E1.1 A R aaf D rav n s 1'x� Lt. W4 0 _j Rneg',(%-sh Screen.,-"" tA in, t' d a F'-,A- ., Pipe: ('6; xd Drain) Utz vf t1w10 LirredwR,h Fi It. Qr Fz,-;,b:r i c I T5, T n 1 i 0 INFIL 7RA 77ON TRENCH 4' WOE x 30'LONG X 6'DEEP W? 7H 4" 4" PERFORA TED P VC PIPE SET 0 EL 270.00 (SEE LOCA 77ON ON SHEET SP-01) INFIL TRA TION TRENCH DETAIL, NO SCALE Metal. Cap V�th Lock 1-pom I Qr Filter Fabriv Ba' 7AggregaVe Backfill o 4-6 Ina, Pertrated Undisturbed Material PVC Pipe Fwt 1.1ste OBSER V..ATION WELL DETAIL NO SCALE INSTALL 4" PERFORA TED PVC OBSERVA77ON WELL K17H CAST IRON LID SET TO FINISHED GRADE SEE DETAIL BELOW (SEE PLAN FOR LOCA 77ON) I � ml WDEEP 25' MIN. RADIUS QUARRY SPALLS 2-4' MIN DIA -8'-12' MIN. DEPTH z ---</ PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD, CITY INSPECTION REQUIRED ON ALL EROSION CONTROI MEASURES BEFORE WORK CAN BEGIN, '090-199- NOT TO EXC CLEAN OUTS N. D - S_ CITY- 0..F.'.... REVISIONS STANDARD DETAIL APPROVED BY DATE D. GEBERT 10/6/03 RARMCMATIMMI13flM DATE 7/24/01 1 SCALE NTS I DWG No' E1.2 RESIDENCE CLEANOUT WITH 45* -) BEND AND CAP CLEANOUT (WYE WITH CAP I AND LOCKING LAMPHOLE COVER & CONCRETE LEVELING COLLAR 121+/- FWATER TIGHT CAP IS RE R 12" PVCZ SLEEVE 6" RISER 4' OR 6' SIDE SEWER-J GENERAL CLEANOUT DETAIL 6' WYE AND AND 1/8 1 12' ASPHALT SURFACE k z 1 Ir W a- 0 Ld Of -Z a- 13 -1 4x1 4"x6" CONCRETE COLLAR LEVELING COLLAR LOCKING LAMPHOLE COVER 12" MIN. CONCRETE PAD 6" CITY STUB 4' OR 6' SIDE SEWER--J CLEAN OUT DETAIL AT PROPERTY LINE 12" LOCKING LAMPHOLE COVER (EAST JORDAN IRON WORKS CO.) 6' RISER---4' \7 12" PVC SLEEVE (MODEL #: 00366108) PVC CAP 46 TYPICAL OUT UNDER ASPHALT NOTE. SIDE SEWER JOINTS SHALL BE OR CONCRETE r_'AQV�Trr% Ja REVISIONS APPROVED BY DATE STANDARD DETAIL D. GEPERT 6/16/03 SEWER CLEANOUT DETAILS D, GEBERT 01/06/05 DATE SCALE DWG NO. 189 0 1 99f D. GEBERT 4/2/07 7/24/01 NTS E6.2 Call 2 Working Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center RESUB NOV 0 5 2015 BUILDING DEPARIMENT CITY OF EDMONDS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA TE. hr BY. -'67-Y ENGINEMING DIWS101V 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM Z Z Z ftoft- Z co 15 Z W Uj Z L LU LU co Uj 0 CO ftj Q w LL. 'Q FZ W'A 0 0 ,;�,38508 Qzsvv`;�' 01VAT. ENGINEER. 1115115 ROB L. LONG, PE DRAWN B Y- MIKE MORRIS ISSUE DA TE. SCALE. 8112115 AS NOTED JOB NO. 15-025 SHEET. GN-01 I SHT 2 OF 2