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21811 96TH AVE W.PDFiiiiiiiiiiii 9431 21811 96TH AVE W CITY OF EDMONDS PUBLIC WORKS DEPARTMENT - 7110 - 210TH ST. S.W. - EDMONDS, WA 98026 (425) 771-0235 - FAX (425) 744-6057 - WEB SITE: www.d.edmondsma.us Isoci VIA U.S. MAIL July 27, 2010 Mr. Steve Morris 21811 96h Ave W Edmonds, WA 98026 RE: Resident Proposal for Sewer Repair Dear Mr. Morris: GARY HAAKENSON MAYOR *me — S -FILE Tim Harris, our Sewer Division lead, has advised me that ou have proposed the City repair the root blockage in the six inch lateral off the mainline in 96' z Ave W that serves your property. You advised Mr. Harris that if the City were to do these repairs on the six inch lateral that you would take care of any damages to your own property that resulted from the blockage in the City's sewer system caused by the roots from your tree. Without acknowledging any liability for this blockage, but desiring to rapidly resolve the problem, the City is willing to repair the damage to the City's sewer system in exchange for your commitment to take care of any damages to your property. This agreement applies only to this one (1) event that occurred the first week of July, 2010, and not to any future blockages or damage that may occur. In any future event the City will be guided by the then existing City Codes and Policies regarding the management of side sewers and laterals. By your signature you are accepting responsibility for damages to your property in exchange for the City repairing the lateral at its own expense. Fully Accepted and Agreed to By: I Mr� Sit *e_�ve' M o r�ii 21811 96h Ave W Edmonds, WA 98026 Morris Proposal Ltr SWR-7-2010 Phil illiams Public Works Director City of Edmonds Incorporated August 11, 1890 Sister City - Hekinan, Japan Lovell-Sauerland I & Associates, Inc. Engineers/ Surveyors/ Planners/ Development Consultants City of Edmonds Engineering Department 121- 5th Avenue North Edmonds, WA 98020 Attention: Mr. Gordy Hyde 19400 33rd Ave. W., Suite 200 Lynnwood, Washington 98036 (425) 775-1591 (800) 775-7663 FAX: (425) 672-7998 August 21, 1998, LSA No. 3471 Subject: City # S-96-104; Storm runoff control system for Tom Belt short plat; 21813 - 96th Avenue W, Edmonds, WA 98020 Dear Gordy, As we discussed I have reviewed the drainage calculations for this project to determine the impact that the proposed increase in impervious area may have on the drainage system operation. The developer desires to create a total of about 12,000 square feet of impervious area tributary to the drainage system. The original calculations allowed about 10,500 square feet. To be conservative, I have evaluated the change on the basis of 13,000 square feet, which is about 0.3 acres. The primary method of runoff disposal in the original design was by infiltration. The underlying system has an infiltration trench capable of dealing with all the project runoff. At the time of plan approval, the City staff was concerned that the underlying water table might prevent the infiltration system from working.. To mitigate that possibility the developer agreed to provide a pump system to remove excess water and deliver it to the street drainage system at the site frontage. Since the pump had a capacity (at the design head) of only 94 gallons per minute, and the 100 year runoff rate from the design storm was 300 gallons per minute, a storage area was needed to hold the excess water while the pump "caught -up". The storage was provided in the form of a ponding area, with a required volume of 3500 gallons. (The plan ' s erroneously showed this as 3500 cubic feet.) The grading and finish floor design elevations allowed for a maximum water surface elevation of 487.5. The calculated water surface elevation was 487.2, based on the design pond geometry. When the model was reviewed using the higher impervious cover of 0.3 acres, the resulting net increase in calculated water surface was 0.1 feet, indicating the design is adequate even with the larger impervious area. The developer has stated he would like to construct the pond with a different shape than that shown in the design. This should not be a problem as long as it meets the new volume requirement of 4000 gallons without the water surface rising above elevation 487.5. He could in fact provide the same volume in a drywell or underground tank if he chose to do so. This should resolve the issues raised in the plan review. Please call if there are other questions. Sincerely, 6 V . t dt-L9 Craig Campbell, P.E. DRAINAGE CALCULATIONS --PUMPED RUNOFF 20-Aug-98 Stormwater Runoff Calculation, Using SBUH Hydrographic Method 02:09 PM 100-YEAR, CASE PUMP: SPD100H Future Conditions Calculations: Area 1.0000 acres ( 43560.0 SF) Pt = 3 inches (Total rainfall in design storm) dt = 2 min. increment in hydrograph Net head, must be >0: PERVIOUS Parcel IMPERVIOUS Parcel gal cf SPD100H Classified: Classified: pump on 322 43 0.423 Assume Hyd Type C Assume Hyd Type C pump off landscape, fair condition paved,roof dsn. stor. at 487.30 3981 532 actual storage reqd. 3830 512 diameter of sump CB 48.0 Area = 0.700 Area 0.3000 PUMP 1 94 GAUMIN Total active depth of CB 3.5 CN = 86 Avg CN 98.0 PUMP 2 GAL/MIN Pump on on at this depth 2.5 S 1.63 S 0.20 TOTAL DISCHARGE 0.209 CFS 0.2S = 0.33 0.2S 0.04 No. of peaks 62 Peak discharge = 0.69 cfs Start time = 0.000 Max WSEL 487.18 Peak discharge = 310.74 gallons per minute Rainfaii, Pump operation and Storage — Rainfall distribution,% of total Cummulative storage volume, gallons — Total pump capacity, gallons per minute 0.012 4500 4000 0.01 3500 3000 0.008 E 0 2500 E 0.006 .2 2000 CL (D M 2 1500 .2 U) 0.004 1000 500 i !At 0.002 A1111AIMMIA.AAAh 0 0 -500 0 Soo 1000 1500 2000 Time, minutes PUMP -PRESSURE PIPE FLOW Using the Hazen Williams formula (ref: Pg 37-14, Handbook of Applied Hydraulics; "C" values pg 2-10; pipe fitting equivalent lengths from Civil Engineering Review Manual, pg 3-57.) h = k * QAX = head loss, ft Q discharge, gpm x 1.85 k 10.44 * L * 1/CA1.85 * 1/d A 4.8655 L = pipe length d = pipe diameter C = Hazen -Williams coefficient Assumptions: The new pipe is PVC and a value of C = 130 is assumed. Pump station performance data is net; losses are included. Start pressure, PSI Start head, = Elevation losses and gains SPD100H SYSTEM DATA 0.000 0.000 Start Elevation 483.500 Finish Elev = 498.000 Net change in elevation, ft 14.500 Pressure Gains and losses from fittings, pumps, meters, etc in PSI Pump/meter gains(-)Aosses(+) -15.383 Head equivalent = -35.500 Pipe fitting equivalent lengths, in feet: bends + valves + tees Calculate friction losses: Hazen -Williams coeff C, use Dia, inches Dia, d in It = Pipe Length, It Fittings, equivalent length Total equivalent length, L in ft Discharge Q, gpm Discharge Q, ds = Velocity, V = Q/A = head loss due to pipe frict., h Net pressure/head at end of run: Finish head, ft = Finish pressure, psi Total head losses in system = 50 130 2.500 0.208 260 50 310 94.0 0.209 6.144 20.58 0.423 0.183 35.077 STORAGE DATA Vol of area of Vol of total elevation sump CB pond pond storage 482.50 483.07 7 7 483.64 14 14 484.21 22 22 484.79 29 29 485.36 36 36 485.93 43 43 486.50 50 300 0 50 486.58 51 360 27 78 486.65 52 420 59 ill 486.73 53 480 95 148 486.80 54 540 135 189 486.88 55 600 180 235 486.95 56 660 230 285 487.03 57 720 284 340 487.10 58 780 342 400 487.18 59 840 405 464 487.25 60 900 473 532 487.33 61 960 545 605 487.40 62 1020 621 683 487.48 63 1080 702 765 487.55 63 1140 788 851 487.63 64 1200 878 942 487.70 65 1260 972 1037 487.78 66 1320 1071 1137 487.85 67 1380 1175 1242 487.93 68 1440 1283 1351 488.00 69 1500 1395 1464 80 60 40 20 0 0 Ku7mp_d_isc_h_ar_ge d-atal 50 100 Discharge, cfs Limp PM 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 94.00 100.00 103.00 106.00 109.00 112.00 119.00 126.00 133.00 140.000 150 64.00 62.00 60.00 58.00 56.00 54.50 53.00 51.50 50.00 48.75 47.50 46.25 45.00 43.50 42.00 40.50 39.000 37.75 36.500 35.50 34.000 33.00 32.000 31.00 30.000 26.25 22.500 18.75 15.000 DRAINAGE CALCULATIONS --PUMPED RUNOFF Stormwater Runoff Calculation, Using SBUH Hydrographic Method 100-YEAR, CASE Future Conditions Calculations: Area 1.0000 acres ( 43560.0 SF) Pt = 3 inches (Total rainfall in design storm) dt = 2 min. increment in hydrograph PERVIOUS Parcel IMPERVIOUS Parcel Classified: Classified: pump on Assume Hyd Type C Assume Hyd Type C pump off landscape, fair condition paved,roof dsn. stor. at 487.20 actual storage reqd. Area = 0.760 Area 0.2400 PUMP 1 CN = 86 Avg CN 98.0 PUMP 2 S 1.63 S 0.20 TOTAL DISCHARGE 0.2S = 0.33 0.2S 0.04 Peak discharge 0.67 cis Start time = 0.000 Max WSEL 487.18 300.47 gallons per minute [Rainfall, Pump operation and Stonra7geA 4000 3500 3000 2500 C .2 2000 E 0 1500 0 W 1000 46111 91 -500 L 0 500 20-Aug-98 01:42 PM PUMP: SPD100H Net head, must be >0 gal cf SPD100H 322 43 0.423 3469 464 3499 468 diameter of sump CB 48.0 94 GAUMIN Total active depth of CB 3.5 GALIMIN Pump on on at this depth 2.5 0.209 CFS No.ofpeaks 62 — Rainfall distribution, % of total Cummulative storage volume, gallons — Total pump capacity, gallons per minute tl , 0.012 1000 Time, minutes 1500 0.01 0.008 E 0 0.006 P M a 0.004 0.002 _j 0 2000 PUMP -PRESSURE PIPE FLOW Using the Hazen Williams formula (ref: Pg 37-14, Handbook of Applied Hydraulics; "C" values pg 2-10; pipe fitting equivalent lengths from Civil Engineering Review Manual, pg 3-57.) h = k * QAx = head loss, ft Q discharge, gpm x 1.85 k 10.44 * L * J/CAj .85 * 1/d A 4.8655 L = pipe length d = pipe diameter C = Hazen -Williams coefficient Assumptions: The new pipe is PVC and a value of C = 130 is assumed. Pump station performance data is net; losses are included. Start pressure, PSI Start head, = Elevation losses and gains SPD100H SYSTEM DATA 0.000 0.000 Start Elevation 483.500 Finish Elev = 498.000 Net change in elevation, ft 14.500 Pressure Gains and losses from fittings, pumps, meters, etc in PSI Pump/meter gains(-)Aosses(+) -15.383 Head equivalent = -35.500 Pipe fitting equivalent lengths, in feet: bends + valves + tees Calculate friction losses: Hazen -Williams coeff C, use Dia, inches Dia, d in ft = Pipe Length, ft Fitfings, equivalent length Total equivalent length, L in ft Discharge Q, gpm Discharge Q, cfs = Velocity, V = Q/A = head loss due to pipe frict., h Net pressurelhead at end of run: Finish head, ft = Finish pressure, psi Total head losses in system = 50 130 2.500 0.208 260 50 310 94.0 0.209 6.144 20.58 0.423 0.183 35.077 STORAGE DATA Vol of area of Vol of total elevation sump CB pond pond storage 482.50 483.07 7 7 483.64 14 14 484.21 22 22 484.79 29 29 485.36 36 36 485.93 43 43 486.50 50 300 0 50 486.58 51 360 27 78 486.65 52 420 59 ill 486.73 53 480 95 148 486.80 54 540 135 189 486.88 55 600 180 235 486.95 56 660 230 285 487.03 57 720 284 340 487.10 58 780 342 400 487.18 59 840 405 464 487.25 60 900 473 532 487.33 61 960 545 605 487.40 62 1020 621 683 487.48 63 1080 702 765 487.55 63 1140 788 851 487.63 64 1200 878 942 487.70 65 1260 972 1037 487.78 66 1320 1071 1137 487.85 67 1380 1175 1242 487.93 68 1440 1283 1351 488.00 69 1500 1395 1464 80 60 40 20 0 0 tu�mjp �cfischarge d�ata 50 Discharge, cis 100 GPM 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 94.00 100.00 103.00 106.00 109.00 112.00 119.00 126.00 133.00 140.000 150 64.00 62.00 60.00 58.00 54.50 53.00 51.50 50.00 48.75 47.50 46.25 45.00 43.50 42.00 40.50 39.000 37.75 36.500 35.50 34.000 33.00 32.000 31.00 30.000 26.25 22.500 18.75 15.000 LOVELL-SAUERLAND & ASSOCIATES, INC. 19400 33rd Avenue W. Lynnwood, WA 98036 DRAINAGE CALCULATIONS FOR THOMAS BELT SHORT PLAT 21813 - 96th Avenue W Edmonds, Washington LSA No. 3471 Edmonds project no. S-96-104 0 K �o-r 'Solo PV0%CrlAlWr% .'A"! 1 5 1997 ENGINEEnING Prepared By: I i 74 �' M� INTRODUCTION This report provides the basis for the drainage improvements proposed for the subject property. The design is based on the City of Edmonds Storm Water Management ordinance No. 3013 effective 3/31/95. Since the receiving drainage system for site eventually drains into a natural creek, the ordinance requires post development runoff rates to match the predevelopment runoff rates for the 2-year, 1 0-year, and 1 00-year 24-hour storms. By the code provisions, the assumed "existing" condition for establishing allowable release rates is meadow with an average SCS curve number of 85. The soil type is assumed to be hydrologic group C, based on the SCS soil survey. The project area is about 1.0 acre, including the three new homes and the existing home. The proposal includes 150 feet of 12 foot wide road with a 20 foot turn -around stub, and 3 new single family homes, with an assumed impervious area of 2,800 sf each. Since the existing home is required to be detained and since the first new home already has a detention facility (making it the equivalent of an "undeveloped" parcel) there are in effect 3 house lots and 1 "vacant" lot, so the total impervious cover (CN 98) is assumed to be 0.24 acres. The remainder of the developed site is assumed to be grass lawn (CN 86). The site gently slopes to a closed depression in the back yard of the southeasterly lot. The times of concentration assumed for the predeveloped and post developed condition are assumed to be 20.48 minutes (calculated) and 10 minutes (assumed) respectively. Rainfall characteristics include a hydrographic shape of an SCS Type 1A storm, and total precipitation (interpolated from SCS isopluvial charts) as follows: 1 00-year 24-hour storm 3.0 inches 10-year 24-hour storm 2.1 inches 2-year 24-hour storm 1.5 inches DISCUSSION OF DRAINAGE OPTIONS The site topography prevents a gravity drainage system from serving any of the site. The closed depression in the SE corner of the site has no practicable options for establishing a gravity connection to any surrounding drainage system. it is hydraulically isolated from the property to the east by a landscape berm. The lowest ground elevations on properties and.ROW to the north west and south all appear higher than the project. This leaves two alternatives for dealing with stormwater runoff --infiltration and pumping out to the 96th Avenue right-of-way. Love I I-Sauerland and Associates Page 2 vz*" Infiltration. The City's drainage ordinance (Section 18.30.060) states: "... BIVIPs shall utilize infiltration to the fullest extent practicable only if site conditions are appropriate and ground water quality is protected. Due to high ground water tables in large portions of the City and a landslide complex in the Meadowdale area (where high ground water increases the slide hazard), there are few sites within the City where infiltration should be considered." Percolation tests and observation during the New Year's storm (Dec 96-Jan 97) by the owner show that there is ample capacity for the ground to absorb the estimated project runoff. Although the tests were performed in late summer, the test holes (and the depression in general) did not reveal any evidence of a high water table during the storm. Also, soils in the test holes showed no evidence of mottling, which would be an indicator of high ground water. Given the high capacity for the site soils to percolate water, and given that the total water on the site is not being increased by the development (only redistributed and concentrated), the development itself will have no impact on the level of a water table if one exists. The water table would exist over a much broader area and now be affected by the intensity of development, since there would be no more water entering the site (and the water table) in the developed condition than enters it in the undeveloped condition. If there is a high water table condition in the general area of the site, it should have been evident during the recent wet period, which has been identified as a significant storm event. Based on these observations, it is my opinion that infiltration is practicable for this site. Pumping, From discussions with City staff, the City remains concerned that infiltration is not an appropriate solution on this site. The developer has offered to install a pump to deal with potential excess water. If the infiltration continues to work as proposed, the pump will remain idle. If ground water elevations rise to the surface, the pump will act to dewater the low area of the site. It is proposed to use shallow surface ponding in the low area of the short plat, in conjunction with a pump. The ponding area would be located in a grassy area and would have an under drain to a sump. The sump would also serve as a pump housing. The under drain would also serve as the primary infiltration system. The pump design information is provided on an attached spreadsheet. The pump has been designed to deal with a worst -case scenario. Love] I-Sauerland and Associates Page 3 QQmells. Drywells are proposed to be installed where appropriate to intercept or slow runoff which may otherwise run overland to the surface ponding area,. The homes and roadway improvements are higher than the proposed ponding area, and in well drained soil. The drywells would allow runoff from higher elevations of the site to percolate into the ground. If there is a high water table in the area, the water would eventually end up in the pump sump, but will have.been slowed. If there is not a high water table, then pump system will not deal with that additional load. DETENTION STORAGE CALCULATIONS Calculations were performed using an SCS-SBUH method to estimate hydrologic performance. The basin runoff rates for each basin were calculated using WaterWorks release 2.8. The infiltration rates and pump performance were calculated using the attached spreadsheets. CALCULATION SUMMARY Recurrence ihteiValf 2-yea'r. 1 0-y6ar�.I,:"' 1.00-y6air` Predeveloped-discharge, SCS 0.06 cfs 0. 13 cfs 0.28 cfs post developed discharge, SCS 0.13 cfs 0.23 cfs 0.41 cfs trench required for SCS infiltration (no f.s.) . 22.5 If 40 If 71 If post developed discharge, Rational 0.43 cfs 0.70 cfs 1.00 cfs trench required for RATIONAL infiltration (no f. s.) (:7 1: :1f ) 122 If 168 If Peak pump discharge (intermittent flow): SPD100H, 2.5" discharge 0.21 cfs cfs 0. s Peak basin runoff used for pump model ft2l 0. 39 cfs 1 0.67 cfs-- PROPOSED INSTALLATION: (see pump model sheets below) It is proposed to install a SPD 1 OOH pump (or functional equivalent) and a 2.5 inch diameter discharge line. It is expected that infiltration will remove all runoff, but this installation provides a pump discharge capacity which exceeds the 1 00-year SCS runoff, and Y2the Rational -method calculated runoff. The 2.5 inch line also provides capacity to upgrade the pump if such an upgrade is determined necessary in the future. Based on the SCS model, the maximum water surface would be 487.30, given the hypothetical -shape rainfall event and no infiltration. Love] I-Sauerland and Associates Page 4 This installation proposal may be further refined, depending on pump prices and availability. DETENTION CALCULATION DETAILS -- WaterWorks printout (basin summary) BASIN ID: OOE NAME: 100-YEAR EXISTING SBUH METHODOLOGY TOTAL AREA ....... 1.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE1A PERVIOUS AREA PRECIPITATION .... 3.00 inches AREA..: 1.00 Acres TIME INTERVAL .... 10.00 min CN.... : 85.00 TIME OF CONC ..... 20.48 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN.... : 98.00 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 1.30 s:0.1000 PEAK RATE: 0.28 cfs VOL: 0.13 Ac-ft TIME: 480 min BASIN ID: OOF NAME: 100-YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... 1.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPEIA PERVIOUS AREA PRECIPITATION .... 3.00 inches AREA..: 0.76 Acres TIME INTERVAL .... 10.00 min CN.... : 86.00 TIME OF CONC ..... 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.24 Acres CN.... : 98.00 PEAK RATE: 0.41 cfs VOL: 0.16 Ac-ft TIME: 480 min BASIN ID: 02E NAME: 2-YEAR EXISTING SBUH METHODOLOGY TOTAL AREA ....... 1.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE1A PERVIOUS AREA PRECIPITATION .... 1.50 inches AREA..: 1.00 Acres TIME INTERVAL .... 10.00 min CN.... : 85.00 TIME OF CONC ..... 20.48 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN.... : 98.00 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 1.30 s:0.1000 PEAK RATE: 0.06 cfs VOL: 0.04 Ac-ft TIME: 490 min BASIN ID: 02F NAME: 2-YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... 1.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPEIA PERVIOUS AREA PRECIPITATION .... 1.50 inches AREA..: 0.76 Acres TIME INTERVAL .... 10.00 min CN.... : 86.00 TIME OF CONC.....: 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.24 Acres CN.... : 98.00 PEAK RATE: 0.13 cfs VOL: 0-06 Ac-ft TIME: 480 min BASIN ID: 10E NAME: 10-YEAR SBUH METHODOLOGY TOTAL AREA ....... 1.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPEIA PERVIOUS AREA PRECIPITATION .... 2.10 inches AREA..: 1.00 Acres TIME INTERVAL .... 10.00 min CN.... : 85.00 TIME OF CONC ..... 20.48 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN.... : 98.00 TcReach - Sheet L: 200.00 ns:0.2400 p2yr: 1.30 s:0.1000 PEAK RATE: 0.13 cfs VOL: 0.07 Ac-ft TIME: 480 min BASIN ID: 1OF NAME: 10-YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... 1.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... TYPE1A PERVIOUS AREA PRECIPITATION .... 2.10 inches AREA..: 0.76 Acres TIME INTERVAL .... 10.00 min CN.... : 86.00 TIME OF CONC ..... 10.00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.24 Acres CN.... : 98.00 PEAK RATE: 0.23 cfs VOL: 0.10 Ac-ft TIME: 480 min Love I I-Sauerland and Associates Page 5 INFILTRATION CALCULATION DETAILS -- spreadsheet DRAINAGE CALCULATIONS 10-Jan-97 CITY OF EDMONDS 02:31 PM TOM BELT SHORT PLAT, LSA 3471 (site at 21811 96th Avenue W, Edmonds) Calculation of allowable infiltration rate. Based on the table below, the following infiltration rates are used for design: Field Measured Infiltration Data September 1996 Field data was collected'by owner. PERC HOLE 1 MeasureInfiltr. Time Depth Rate Avg min in/hr in/hr PERC HOLE 2 MeasureInfiltr. Time Depth Rate Avg min in/hr in/hr PERC HOLE 3 Measurelnfiltr. Time Depth Rate Avg min in/hr in/hr 0.0 20.0 1 0.0 20.0 1 0.0 21.0 3.0 12.0 160.0 160.0 1 3.0 12.5 150.0 150.0 1 3.0 11.0 200.0 200.0 5.0 9.0 90.0 125.0 1 5.0 9.0 105.0 127.5 1 10.0 7.0 34.3 117.1 10.0 4.0 60.0 103.3 1 10.0 6.0 36.0 97.0 1 20.0 5.5 9.0 81.1 20.0 24.0 83.5 1 20.0 36.0 81.8 1 NA NA NA NA ------------------------------------------------------------------------------------------------- PERC HOLE 4 PERC HOLE 5 PERC HOLE 6 MeasureInfiltr. MeasureInfiltr. MeasureInfiltr. Time Depth Rate Avg I Time Depth Rate Avg Time Depth Rate Avg min in/hr in/hr I min in/hr in/hr min in/hr in/hr 0.0 19.5 1 0.0 21.0 0.0 20.0 3.0 12.5 140.0 140.0 1 3.0 13.0 160.0 160.0 3.0 14.0 120.0 120.0 10.0 7.8 40.7 90.4 1 5.0 8.0 150.0 155.0 1 5.0 8.0 180.0 150.0 20.0 4.0 22.5 67.7 1 20.0 32.0 114.0 1 10.0 4.5 42.0 114.0 NA NA NA NA I NA NA NA NA 1 20.0 27.0 92.3 ------------------------------------------------------------------------------- 7 ----------------- Minimum infiltration rate 67.7 Infiltration rate = USE: 60.000 in/hr Infiltration rate = 1.00 min/inch Infiltration rate = 1.00 inches/min Infiltration rate = 0.017 inches/sec Infiltration rate = 0.0014 cfs/sf surface Rational method calculation. The following is a calculation for the entire area of impervious surface on the property, including additions, and proposed driveway areas. Time of Concentration, TQ minutes = Use 10.0 minutes Design storm, 2 year, Itc in/hr 1.075 inches from Snohomish County tab ----------------------------- ------------------------------------------ Future runoff coeff: Total site are 1.000 acres acres coeff. Area of imperv. 0.240 x 0.900 0.216 Area of pervious 0.760 x 0.200 0.152 Fut. flow off ret. area, Qf cfs= (Itc x A x 1.075 inches x 0.368 0.396 cfs ------------------------------------------------------------------------------------------------- Infiltration trench sizing. With an assumed infiltration 0.0014 cfs/sf of surface, and a total requirement 0.396 cfs, the area needed for infiltration 0.396 /0.0014 285 square feet Width of ditch Depth of ditch use It depth for area calc, = Surface area per lf of ditch = Required length of ditch Total volume of ditch Percent of voids Diameter of pipe Usable volume of pipe Usable volume of ditch Total usable volume ------------------------------------------ Since a pump is required, no safety factor Length of ditch required per 100 sf of new 2.00 feet 2.00 feet 1.000 ft equivalent depth 4.00 square feet ---------------- 71 feet 285 cubic feet 30.00% 6.0 inches 14.0 cubic feet 81.3 cubic feet 95.2 -------------- 71 ft of trench required 0.7 ft Attached is a sketch showing the infiltration trench cross section, and a map showing test Lovell-Sauerland and Associates Page 6 DETENTION CALCULATION DETAILS -- spreadsheet of pump characteristics are attached. Two cases are included, the 10- and the 1 00-year using one size of pump, and a 2-1/2 inch discharge line diameter. The required flow rate used in the pump models was based on an SCS calculation which gave a peak rate of discharge of 0.67 cfs for the 1 00-year storm, which differs somewhat from the WaterWorks results due to a variance on the time increment used. The results show a ponding volume of 3,000 gallons and 3,800 gallons for the two storms. Based on the present design, this would result in,maximum water surface elevations of 487.20 to 487.30. These calculations completely neglect the effect of infiltration, and any infiltration would reduce the load on the pump and storage area. They also neglect the possible reduction in flows due to longer times of concentration than what is assumed, particularly the delaying effect of discharging roof drains to dry wells, which would also reduce the total volume load on the system. Page 1 of each attached printout shows the pressure flow calculation, stage -storage data, and pump head -discharge data. Page 2 of each printout shows the summary information for the SCS-method calculation, some pump operation variables and switches (pump on/off, designstorage used, required storage used, sump diameter, etc., and a graph showing. pump discharge, storage volume, rainfall distribution. Lovell-Sauefland and Associates Page 7 DRAINAGE CALCULATIONS--PUMPEb RUNOFF Stormwater Runoff Calculation, Using SBUH Hydrographic Method YEAR, CASE Future Conditions Calculations: Area 1.0000 acres ( 43560.0 SF) Pt = 2.1 inches (Total rainfall in design storm) dt = 2 min. increment in hydrograph PERVIOUS Parcel IMPERVIOUS Parcel Classified: Classified: pump on Assume Hyd Type C Assume Hyd Type C pump off landscape, fair condition paved,roof dsn. stor. at 487.20 actual storage reqd. Area = 0.760 Area 0.2400 PUMP I GN = 86 Avg CN 98.0 PUMP 2 S 1.63 S 0.20 TOTAL DISCHARGE 0.2S = 0.33 0.2S 0.04 Peak discharge 0.39 cfs Start time = 0.000 Max WSEL 487.10 173.28 gallons per minute --------- — — - — --- — - — — ------------- — ----- — ----------- [Rainfall-, Pump operation and 3500 3000 2500 2000 1500 1000 500 0 -500 11 0 14-Jan-97 03:19 PM PUMP: SPD100H Net head, must be >0: gal cf SPD100H 2135 285 0.423 3469 464 3063 409 diameter of sump CB 48.0 94 GAUMIN Total active depth of CB 3.5 GAL/MIN Pump on on at this depth 3.5 0.209 CFS Z--- No.ofpeaks 9 — Rainfall distribution. % of total Curnmulative storage volume, gallons — Total pump capacity, gallons per minute V.V I Z_ 0.01 9 0.008 0 "6 Z 0.006 0.004 0.002 n 500 i000 1500, 2000 Time, minutes /0� zc�) PUMP -PRESSURE PIPE FLOW Using the Hazen Williams formula (ref: Pg 37-14, Handbook of Applied Hydraulics; "C" values pg 2-10; pipe fitting equivalent lengths from Civil Engineering Review Manual, pg 3-57.) h = k * QAX = head loss, ft Q discharge, gpm x 1.85 k 10.44 * L * l/CAl .85 * l/dA 4.8655 L = pipe length d = pipe diameter C = Hazen -Williams coefficient Assumptions: The new pipe is PVC and a value of C = 130 is assumed. Pump station performance data is net; losses are included. SPDl00H SYSTEM DATA Start pressure, PSI 0.000 Start head, = 0.000 Elevation losses and gains: Start Elevation 483.500 Finish Elev = 498.000 Net change in elevation, ft 14.500 Pressure Gains and losses from fittings, pumps, meters, etc in PSI: Pump/meter gains(-)nosses(+) -15.383 Head equivalent = -35.500 Pipe fitting equivalent lengths, in feet: bends + valves + tees 50 Calculate friction losses: Hazen -Williams coelf C, use 130 Dia, inches 2.500 Dia, d in It = 0.208 Pipe Length, ft 260 Fittings, equivalent length 50 Total equivalent length, L in ft 310 Discharge Q, gpm 94.0 Discharge. Q, cfs = 0.209 Velocity, V = Q/A = 6.144 head loss due to pipe frict., h 20.58 Net pressure/head at end of run: Finish head, It = 0.423 Finish pressure, psi 0.183 Total head losses in system = 35.077 STORAGE DATA Vol of area of Vol of total elevation sump CB pond pond storage 482.50 483.07 7 7 483.64 14 14 484.21 22 22 484.79 29 29 485.36 36 36 485.93 43 43 486.50 50 300 0 50 486.58 51 360 27 78 486.65 52 420 59 ill 486.73 53 480 95 148 486.80 54 540 135 189 486.88 55 600 180 235 486.95 56 660 230 285 487.03 57 720 284 340 487.10 58 780 342 400 487.18 59 840 405 464 467.25 60 900 473 532 487.33 61 960 545 605 487.40 62 1020 621 683 487.48 63 1080 702 765 487.55 63 1140 788 851 487.63 64 1200 878 942 487.70 65 1260 .972 1037 487.78 66 1320 1071 1137 487.85 67 1380 1175 1242 487.93 68 1440 1283 1351 488.00 69 1500 1395 1464 80 60 40 20 0 0 Pump discharge data 50 100 Discharge, cfs Pump Data SPDl00H GPM Head 64.00 5.00 62.00 10.00 60.00 15.00 58.00 20.00 56.00 25.00 54.50 30.00 53.00 35.00 51.50 40.00 50.00 45.00 48.75 50.00 47.50 55.00 46.25 60.00 45.00 65.00 43.50 70.00 42.00 75.00 40.50 80.00 39.000 85.00 37.75 90.00 36.500 94.00 35.50 100.00 34.000 103.00 33.00 106.00 32.000 109.00 31.00 112.00 30.000 119.00 26.25 126.00 22.500 133.00 18.75 140.000 15.000 150 �PD100H s Z 0'�( (f oo DRAINAGE CALCULATIONS --PUMPED RUNOFF Stormwater Runoff Calculation, Using SBUH Hydrographic Method 100-YEAR, CASE Future Conditions Calculations: Area 1.0000 acres ( 43560.0 SF) Pt = 3 inches (Total rainfall in design storm) dt = 2 min. increment in hydrograph PERVIOUS Parcel IMPERVIOUS Parcel Classified: Classified: pump on Assume Hyd Type C Assume Hyd Type C pump off landscape, fair condition paved,roof dsn. stor. at 487.30 actual storage reqd. Area = 0.760 Area 0.2400 PUMP I CN = 86 Avg CN 98.0 PUMP 2 S 1.63 S 0.20 TOTAL DISCHARGE 0.2S = 0.33 0.2S 0.04 Peak discharge 0.67 cfs Start time = 0.000 Max WSEL 487.18 300.47 gallons per minute 4000 3500 3000 2500 2000 E M 0 1500 0 1000 500 0 r nn lRainfaii, Pump operation and Storage 14-Jan-97 03:17 PM PUMP: SPD100H Net head, must be >0: gal cf SPD100H 2135 285 0.423 3981 532 3784 506 diameter of sump CB 48.0 94 GAUMIN Total active depth of CB 3.5 GAL/MIN Pump on on at this depth 3.5 0.209 CFS No. of peaks 11 — Rainfall distribution. % of total Cummulative storage volume, gallons — Total pump capacity, gallons per minute 0.012 0 500 1000 1500 Time, minutes 0.01 9 0.008 0 "6 0.006 .2 0.004 0.002 __j 0 2000 PUMP -PRESSURE PIPE FLOW Using the Hazen Williams formula (ref: Pg 37-14, Handbook of Applied Hydraulics; "C" values pg 2-10; pipe fitting equivalent lengths from Civil Engineering Review Manual, pg 3-57.) h = k * QAX = head loss, It Q discharge, gpm x 1.85 k 10.44 * L * I/CAJ .85 * 1/d A 4.8655 L = pipe length d = pipediameter C = Hazen -Williams coefficient Assumptions: The new pipe is PVC and a value of C = 130 is assumed. Pump station performance data is net; losses are included. SPDl00H SYSTEM DATA Start pressure, PSI 0.000 Start head, = 0.000 Elevation losses and gains: Start Elevation 483.500 Finish Elev = 498.000 Net change in elevation, ft 14.500 Pressure Gains and losses from fittings, pumps, meters, etc in PSI: Pump/meter gains(-)Aosses(+) -15.383 Head equivalent = -35.500 Pipe fitting equivalent lengths, in feet: bends + valves + tees 50 Calculate friction losses: Hazen -Williams coeff C, use 130 Dia, inches 2.500 Dia, d in ft = 0.208 Pipe Length, ft 260 Fittings, equivalent length 50 Total equivalent length, L in ft 310 Discharge Q, gpm 94.0 Discharge Q, cfs = 0.209 Velocity, V = Q/A = 6.144 head loss due to pipe frict., h 20.58 Net pressure/head at end of run: Finish head, ft = 0.423 Finish pressure, psi 0.183 Total head losses in system = 35.077 STORAGE DATA Vol of area of Vol of total elevation sump CB pond pond storage 482.50 483.07 7 7 483.64 14 14 484.21 22 22 484.79 29 29 485.36 36 36 485.93 43 43 486.50 50 300 .0 50 486.58 51 360 27 78 486.65 52 420 59 ill 486.73 53 480 95 148 486.80 54 540 135 189 486.88 55 600 180 235 486.95 56 660 230 285 487.03 57 720 284 340 487.10 58 780 342 400 487.18 59 840 405 464 487.25 60 900 473 532 487.33 61 960 545 605 487.40 62 1020 621 683 487.48 63 1080 702 765 487.55 63 1140 788 851 487.63 64 1200 878 942 487.70 65 1260 972 1037 487.78 66 1320 1071 1137 487.85 67 1380 1175 1242 487.93 68 1440 1283 1351 488.00 69 1500 1395 1464 so - Q 60 40 20 0 0 I -Pump discharge data I 50 100 Discharge. ds 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 94.00 100.00 103.00 106.00 109.00 112.00 119.00 126.00 133.00 140.000 150 Head 64.00 62.00 60.00 58.00 56.00 54.50 53.00 51.50 50.00 48.75 47.50 46.25 45.00 43.50 42.00 40.50 39.000 37.75 36.500 35.50 34.000 33.00 32.000 31.00 30.000 26.25 22.500 18.15 15.000 F- '? Z(pd) M PROJECT REVIEW CHECKLIST P PLAN CHECK #: R PROJECT ADDRESS: A/ RECEIPT DATE: REVIEW D BY: (nitial/Date) PLAN. WATER COMMENTS FIRE BLDG. "SEWER STREET .ENG.. Setbacks/Variance/Setback Adjustment A Conditional Use Permit ADB Requirements Other Zoning Requirements 4 Underg ound Wiring Required . . . . . . . . . . I (q6 Lot Slope 15% mom. SEPA Environmental Checklist/Hydraulics Permit 7. Tree Cutting Plan Plat/Subdivision Requirements Legai Description Verification Quit Claim/Street Dedications Easements - Public/Private . . . . . . . . . . . . Engineering Storm Drain Review Fee . . . . . . . . . . . . Engineering 2.2 Inspection Fee ........ -------- ------- ------ - - - - - - - Prainage Plan (On -Site) ISetback - Top of Bank, Stream, Water Courses Setback - Storm Drain Une A Open Ditch - Existing .18,::: Culvert Required Culvert Size :.:,:2 .0. Shoulder Drainage/Shale Open Runoff - 02. 11 - 111 -?�- .4 Catch Basin Required -.22 Driveway Slope & Vehicle Access 9&- 23 Sidewalk Required po 1.-.-24 Curb & Gutter Required lie;, ...................... . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - . . . . . . . .......... A/ 1:25 Curb Cut For Driveway Required , 1 1.1- V -- ............... - - - - - - - 01 41,11 — - 26 Street Paving R ire 27 Right -Of -Way Construction Permit Reguirii� A .28 Street Name Sign Required .......... 29 Other Signing Required 30 Bond Required For Public Improvements 31 FEMA Map Check/Water Table . . . . . . . . . .32 Side Sewer Availability 33 Calculate Sewer Connecti6-n Fee If No LID # ....... . . . . . . . . '34 Create Street File :35 Existing Water Main'Size ....... 361 Water Meter Size . . . . . . . . ....... ... .37 Service Line Size .:-:.38 Water Meter Charge Required . . . . . . . . . . Hydrant Required :�::.40 Hydrant Size Existing ':41 Fire Line Charge Required - Sprinkler ::-42 Street Cut Miscellaneous eP-% Reviewed By: FIRE PLANNING ENGINEERING PUOLIC WORKS -FILE:DATA1 23/PROJCKLS.SFN i\ L �., u r\ u ur L, u I I I A L, I a 21 2 22 3 23 4 24 5 25 6 26 7 27 8 28 RW PERMIT DATE ISSUED RECEIPT I 9 29 10 30 11 31 12 32 13 PAID $ RECEIPT # DATE 33 SS PERMIT ASSUED Z—/—fKRECEIPT #a,�VFS 14 PAID $ RECEIPT # DATE 34 -DATE 15 35 16 36 17 37 METER SIZE PAID $ DATE RECEIPT 18 38 19 39 20 40 HEIaHT CA.LC:5 1498. 7r J4 q c )D' ; TOTAL ' .1771.10 -* 4 - 418-or "eAm 4 15'. 0 0 523 .05' mb.%, RECSIVED Vi AR 0 5 1996 pERMIT COUNTER CL. go I N A -rvm p 451 NIT To V, o F Ey CA. L4 SITE PLA.,M L.07-1' ISLK 7, X036-ItWOOT-7 MAO-40tt NS C,Iry OF E17r-40NV'2 ilia WOM-i 5114 C.O. ( W A.. T E L-T 40�-IaZ - DY al(4 E V Mo 1\4� -S V,4,0� -7 7 0 T 0 N 10 a. 0 1 0 r ."'.r T '71 lr�' City of Edmon& RIGHT-OF-WAY CONSTRUCTION PEjWIT Permit Number: Issue Date: A.- Address or Vicinity of Construction: ANUC W n C Ul-.& id I �,i i It-1 - C_ I AT NUt 4) ATC F\ 117 lype o k� OF— r-LcaZi(LA rAL % 1-1 T1 C:� C. Contractor: 5V'1Q\AoMt.51k ?.U.08oln'tact: 2�ukl' tN�c s V\U�l !:-15 — V-1 Mailing Addres Phone: C!�-70-' S2.0 %-If State License #: Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. El Commercial [J Subdivision E] City Project F] Utilit (PUD, GTE, WNG, CABLE, WATER) y El Multi4amily Single Family F] Other INSPECTOR: - INSPECTOR: -n F. Pavement or Concrete Cut: Yes E]No . G. Size of Cut: '!fb"x I ko" H71sJrg!_t-7 APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany kind or description whatsoev�r, foreseen or unforeseen, that may be made against the City of Ednionds, or any of -its departments or employees, includingornot limLledlo the defense ofany legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR ISRESPONSIBLE FOR WORKMANSHIP AND MATERIALS rORA PERIOD OF ONE.YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Two sets of construction drawings of proposed work required with permit app ication. A 24'hour notice is required for inspection. Please call the Enginiering Divis*on, 771-02;01 Work and material is to be inspected during progress and at co nol000hq -411b T Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance, with City regulations as required by the City Engineer. All street cut trench work shall be patched.with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. -I have read the above statements and understand the permit requirements and the pink copy of the permit will be. available on 'F t all 1, fo , pection uWses. Signature: (Contractor Vr Agent) Date: 7 CALL DIAL -A -DIG PRIOR TO BEGINNING WORK NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div 1997 FIELD INSPECTION NOTES (Fund 111 Route copy to Street Dept.) Comments: CONTRACTOR CALLED FOR INSPECTION E] YES El NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: FEES REQUIRED: ENVIRONMENTAL ANALYSIS YES 0 NO Cil EXEMPT U NOT EXEMPT PARA. 18 ITEM C PRIMARY OVERHEAD O.H. U.G. COND. KV U RESIDENTIAL U COMMERCIAL ADD CKT. FT. -PH LEO # REM CKT. FT. -PH $ NET _CKT. FT. SECONDARY OVERHEAD O.H. U.G. COND. KV BASIC FEE $ ADD _CKT. FT. PH /*$_I= $ REM - CKT. FT. -PH NET _CKT. FT. METER/CONV. POLE s PERM ' ITS (DATE GRANTED) PRIMARY UNDERGROUND U RESIDENTIAL: - 0 COMMERCIAL U TREE T . RIM BASIC FEE $ El STATE LEU # 0 COUNTY $ U CITY $ u EASEMENTS U REQUIRED 0 NOT REQUIRED $ SECONDARYUNDERGROUND BASIC FEE $ to$_/= $ UNDERGROUND PLAT DATE RELEASED BASIC FEE $ offi. @ $ FOREIGN CONTACTS U GTNW JPN # STREET LIGHTING 0 CATV JPN # Oft @ $-' = $ U JOINT TRENCH GTNW & CATV U JOINT BORE GTNW & CATV WORK IN RIGHT-OF-WAY U PRIMARY cl I USECONDARY POLE STENCILING ofit @ $-' = $ FROM -TO TAKE OFF POLE MISCELLANEOUS FEES VAULT $ PRE-CONSTR. REQUIREMENTS PERMIT $ Q) (_�,A $ $ Q TREE TRIM U PUD LOCATOR UBACKHOE U FLAGGING 0 ONE CALL DATE TOTAL DUE: $ DATE PAID [INDEX POLESI I LAT L&r2�_ S LOGS AG U-MAP XFMR -MAP RECEIPT # I SVP APPLIC. # '1:�> 7 LOCATION PPAGE HbL\�4- Vr T q ze� e �PL%v 1 a 7 SNOHOMISH- COUNTY PUBLIC UTILITY DISTRICT NO. I UED Z� 1476 Rev. 12/94 AREA LOCATION 960 POLE # N'P— 1/4 S2S Ta7R :S DATE �W-O- # ENGINEER L�-PA:r_bV-l-DWG.# REASON FOR WORK F -))F To" a:,Z �Z_\ DRAFTER U.G. # Fqn�A E)o \ELI/ SCALE Z)C) 7WE_-V,� C��\ vvw:�V_� DATE WORK COMPLETED FOREMAN A1000MMn nAir= ootu=n Q\,� \\c� olF 1'� \y V-lcL) -,�C) SUBSTATION CIRCUIT NO. PHASE 1 11 1 1 462A' ' 'TH COUNTY PUD ig '97 07: M SOU Facsimile Cover Sheet To: E6�-ior',jOS Company: Phone: Fax: From: Rich Afdem, Sr. CUSTOMER ENGINEER Company: SNOHOMISH COUNTY PUD #1 21018 Hwy 99 EDMONDS WA 98026 Phone; 206-670-3208 OR 1 800-562-9142 EXTENSION 3208 Fax: 206-670-3210 Date: \q- 9 -7 Pages including this cover page: Comments: 01 -T�A—zs NOTICE, �- - �-y ... �ur—a--- K*0"Wa r-r a! Theinfor I mation'shown on the attached piled for use by the OtY 01 map(s) was cOm ' I Edrnonds� its Empl.oyees and Consultants. Th,e City ofEdrn.onds does. not. warrant the accuracy of anything set for,th on t ' hese rn a p (s). A n . y person or entity -requesting a copy should conduct an.independent I ormation shown,c Inquiry regarding the t-He -map(S)i including, but not limited to -er stub shown, SU( the lotation of any sew sewer stubs may or may not exist and ma, or may not exist at the location shown. Neitheir the ity of Edmo-nal-sl nor its for emp-1-o-yee-s 0-r office-rs -sh-a-1-1 be 11a-b-1--e infc)rmation given on tNs map(5), nor for any one representation provided based upon -said map(S). The City of E&nonds Water Service Drawing EASEMLN71 NO . ............. ............ ........ — NEW CONSTRUCTION REPAIRS El LID NO . .................. . ASMT. NO . .................. OWNER..... .......................................................................................... CONTRACTOR .................................................................................... PERMIT N09.61.0.ZP.71. JOB ADDRESS ......... MD.. 'btSCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... .................... LEGAL 1)(0 -rA Av F- . \At. Approved: PAa*T t^�L 7, 2-9Co PWW-0001-11/75 (REV. 11/78) DATE) .... 0 ........... 4 ......... ............ ............................ The City of Edmonds Water Service Drawing EASEMENT NO� .... . ...... ....... ....... ... ..... NEW CONSTRUCTION REPA113,S El LID NO . ........ ......... ASMT. NO. OWNER............ .................. --- ........ ........................... ....................... CONTRACTOR .................. - ............... .............. ........................... PERMIT NO. 10!;�197 �Z_jf/ q.-J�7'8 VE.t_o< .................. JOB ADDRESS ... ... ........ 4 . IV LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .............. - ...... ............. NAMEOF ADDITION ....................... ................................................................................................ ? � 7-A /4 Vf. JAI, Approved: a � �-OA IR PWW-0001-11/75 (REV.11/78) DATE .............. J�� ........... r*t,,`0 U CITY OF EDMONDS SIDE SEWER PERMIT 8 90 19 c� PERMIT 'N.? 8782 Address of Construction: V W a" b Property Legal Description (Include all easements): ZJ(a — nn 7 —009 0 76 �z J U 1_ U Z 1996 Owner and/or Contractor: Tb�ti �=r 14 o m tfs State License No. Building Permit No 7 0 2— 0 Single Family M ulti-Family (No.,of Umits Commercial Public, P Invasion into City. Right-of-Way:o No Yes. RW Construction Permit -No. Cross other Private Property: El No 0 Yes Attach legal description and copy of recorded easement I certify that I have read,and shall com.plV with all city requirements as indicated on the back of the Permit Card. 11196 Date. CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION' Reason Rejected: Final Inspection Approved DateI7:!�X_A lnitial_Z�000 Date —Initial �-J PERMIT MUST BE POSTED� ON JOB SITE White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3190 The City of Edmonds Side Sewer Drawing EASEMENT NO . ............... ....................... NEW CONSTRUCTION X REPAIRS [:] LID NO . ................... ASMT. NO . .............. i " OWNER ...... AO.KES ............................................. CONTRACTOR .... CON. Tft-*kcw-T S� ............... PERMIT NO. 18-7.8-Z JOB ADDRESS .2AS-1.1 ........... 9-G. ...... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ............................... NAMEOF ADDITION ..................................... ................................................................................. 90 RT 44 Worm Av&-W. 4 3 33' 44 11wou wt TEL A d Tk AwF FAWI:AL. 7-2--94 PWW-0001-11175 (REV.11/78) . w. DATE ............... By . ..................................... 9 G .............. 4-�A PILL- NU- I!e Critical Areas Checklist n1 760-1 Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: B 13 th -�SJ-41/ 2- Property Tax Account Number- 00-2 —00�/' 076 3. Approximate Site Size (acres or square feet): '1-40570 -11 — 4. Is this site _currently developed? --Lyes; . no- V—� If yes; how is site developed? 01-PI /46vS!F 00 JIC&E 0 15 C- CC V1 0 Q-4, IV e f 5. Describe the general site topography- Check all that apply. ql\) 0 f C)Oeo'Ty Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more thaii 15% and less than 30% ( a vertical rise of 10-feet ever a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet overa horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: Approx. Depth: 7. Site contains areas of seasonal standing water. Approx. Depth: What season(s) of the year? 8. Site is in the floodway K) 0 floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? _ (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: For City Staff Use Only 4. Site is'Zoned7 2 ':'SCS` map . ped soil type(s)? -Weiland inventory or CA. inap indicates wetland present on site? 4/0 Critical, Areas inventory or C.A. nup indicates Critical Area on site? L) AA miithin designated earth subsidence� landslide hazard area? designated on'the Environmentally Sensitive Areas Map? &0 DETERMINATION - STUDY REQUIRED CONDITIONAL WAIVER WAIVER ,eviewed by: Plann�(/ bate Rcv011004 CITY COPY City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is W be Mled ad by any person preparing a Development Permit Application for the City of Edmonds prior to hWher submittil of a development permit to the City. The purpose of the Checklist is to enable City staff to deterrWhie whether any potential Critical Amu are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, amps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. ne City will' review the chedidist, make a precursory site visk and make a determination of the subsequent steps necessary to complete a devellopment permit application. With a signed copy of this form, the - applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent infonrnation (eg. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: T-C) Name Z) 1:2� 13 16 Street Address Applicant Representative: Name Street Address LzbMp\J0-e- w4- (zg�o 72D-7ZO City, State, ZIP Phone City, State, ZIP Signature 'Date Signature Phone Date HE'W-HT CA, L C:5 RECEIVED SITE PLANJ A 498.7r LOY-,' 11 L. K 7, X L13 EIZ WOOT-7 H A. M 0 R N 2 W jiqf..lo 0 5 1996 C-try OF FOP-40NI7-2 c. 117 1. bIr V' '471.30 -SWO�40MtSH CO. TOTAL i- I PERMIT COUNTER Pop, To m LJL 4 418,05- "F&M S4L-T 14 c� 1-1 a i- 15 0 0 5 2 3 .05' Q 0 X -3. 1 14 E t, N10 q� _S 0 -7 -7 cf -Z 0 Lu 2 0 B. Q I 0 ti 2 13 4 1p c -rop 0fr tycfl. > Id 0 N 10 S. 0 1 (S- NIK PLANNING DATA SITE ADDRESS: Z lk I I 96dv L,/ DATE: *3-?- ?� ZONING: PLAN CHK#: 3 7 PROJECT DESCRIPTION: 5;c Ile SETBACKS: Required Setbacks: Front: 7-r Left Side: Right Side: Rear: Actual Setbacks: Front: 2 5- Left Side: Right Side: 7 Rear: CORNERLOT A10 (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED LOT COVERAGE: Maximum Allowed: Actual: BUILDING HEIGHT: Maximum Allowed: Actual Height: Datum Point: 10 (f DatumElevation: q71,7 SUBDIVISION: CRITICAL AREAS #: ?4 — I SEPA DETERMINATION:— Al LOT AREA: 71 Z. OTHER: I Plan Review By:— � i P, t �& "57 k IN) APPLICATION The City of Edmonds for EASEMENT NO . ...................... ..................... SIDE SEWER PERMIT F-- NEW CONSTRUCTION REPAIRS E] LID NO - ------------------ ASMT. NO. .- .............. OWNER ..... ----------------------------------- CONTRACTOR ------ ....... PERMIT NO. -!��42> JOB ADDRESS ...... --- ---- LEGAL DESCRIPTION: LOT NO . .................... ----------------- BLOCK NO - ------------------------------------ ..... --- ---- . ....... 1p--- C-- �-AlEamcl) 11/75 7 1 e 14 E) W$, A E � C ED-.M, 10T Ni DNS; IDEr.-IS, - R PERMIT 4V'�'NVAT ER-SEWER DEPA TR-E?4.T! '5814 PE T., 0 11 "775 25 5 for 'side "sewer ihspep*tions� BEFORE! covering, an -,t a . , i, - 1. : I , Y Pdrtion'T oi, he, construction.,) 'Inspection, will, ibe provided within� 24 h9urs� aft,� requst., No�;Skt., :sun.,. �or �holida . s., Y tinspection C TI ;ADDRESSY-1t, 0 !0F'�C,0�4STRUCTION ........... . ......... 75 ....................... ............ .,'PROPERT,.Y�',L,EGA�L"�,DkSiDit 0 11PT1 N .............. :77!!O� ... . ............... 3. g--- . ...... 10,_ ..... ......... ............................... ................................................... . ................................................................. I ...................................................................................... .................................................. ........................................ .......... ..... ... :..OWNER: ANDVOR BUILDER ........... CON.TR'ACTOR',S�,�N��MIE'--&�"D'RE-SS ........... ............ r_:� ........ r ....... ................................................... P6rmlSsj on, ls�grahted'... ............ U� ........... ............. 1911 .... for, repair and/or connection, of, a; side, sewer to the,city sanitary''sewer system,� in 4ccbrd"a,;,Uice, WiW Uty olf�Edmonds �ordlnanCe& TENTION IS, �,�P):TOrTHE, FOLLOWING: �,�E No. 1—The� ��06rs�,iof. thd'��property may,obtain a perml t to�,construct., sewer Inside,property line.' A 4icensed,;SIde,Sewer Contractor must �be, employe& tw,cimstruct side -sewer" Imitreet area., Do,not cover -any portion, �of 'sewer before/ �it ;has be�W'Inspectedl.' 'NOTE,,No 2—jk1II'wcrkAp6rform edtln�.city' right-of-way requires. an,,InvaAlbn� of.. Right -of -Way Permit, obtainable', frofir the�;Clty, Engineer's joffice. gar NOTE' No.. 3—Obta rf'fulll Information re' ding �ordlnancie. 11.16.030 an& Regulailb6& governing. gide'seweA�'whed,:you -get permit NoTE No. 47aT Zpr� of�islde sewe� must,'�have at least 30 Inches (coverage 'at -pro erty line - and 12 Inche Ine;. Minim willl.b6 -permitted. 9; Inside. property�l um,,grade of' Z%. N6,,bendsj in! grade NOTE.No. 5--Trenches instreet must be water settled and"surface of.street restor�d to original wprk,which, may �develop within one year of completion. condition. Contractors shall be responsible for failure due to, improper NOTE, No. 6—It is unlawftil to.alter,or - -do any other work than Is provided, for':in �the -permit, or'to do,any work on the main sewer or its appurtenances, except to in. sert the,,pipe.intoAhd wye: E); Date---_..' ........ DISAPPROVED, ................... By ........ DAtei ........ .... BY ................ Date ............... . ................... By ................ APPROVED Date .... ...... ....... .. . . ............ ......... .................................................. 7 ..................... Remarks,:_* .... .............................................................. ............. ................. ..... ........................................ ..................................... .4i . ............ ......................................................... ..................... . .. ........... ............... : ...................... : ................... ! ...... I .......................... ................... I ...................... ........ Gwnei� of: Firm.. -Performing,: Con AoTH, P ''�'.t,C'OP1-es�,.,,�M,V,,ASW',Be,Signed,,By structfon PRIOR','To:Request For �n n� 0 ..... L) _,,fiereby- certify thatAhe side*sewer ffistallation consiructed,*u'rider, this,.permit ;i on)� ntracting lilrrn Peri�� d or in. &n. s install d in accordance, with- all governing ordinances of the City of'Edmonds. Dated- this ............................. day of .............................................. ....... 119� ........ Chec li;BEFORK you, dig for: Wa er Gas, E]; Telephone, E3, Pow6 E], Sewer 0,, Other- t r The City of Edmonds APPLICATION for EASEMENT NO - --------------- SIDE SEWER PERMIT ...... ............ NEW CONSTRUCTION REPAIRS LID NO - ------------------ - ASMT. NO . .................. '-- ) - , t�z: - -11" 1 Y -- 1-/- OWNER ...... $ ........ !� . .............. ---------------------------------- CONTRACT OR a - ---------------- ------------------ e'�..-PERMIT -2 JOB ADDRESS ------- ------------------------------ --------------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------ 0 40 ................................................................................................................... NAME OF ADDITION ........................................................................ Approved: DATE............................................ By ............................................ I f IRU _.1%4 1:,W .-1 1.196 PROJECT REVIEW CHECKLIST V 1-3-7 PROJNOMOMPT. PLAN CHECK #: PROJECT ADDRESS: RECEIPT DATE: 3 REVIEW D BY (nitial/D te) PLAN !.I" WATER I ij COMMENTS , FIRE BLDG'.- SEWER STREET.,.,... Setbacks/Variance/Setback Adjustment TIM Conditional Use Permit ADB Requirements ---------- . . .... 3. Other Zoning Requirements 4 Underground Wiring Required 44, wi6 5 Lot Slope 15% SEPA Environmental Checklist/Hydraulic"s Permit ------ Tree Cutting Plan Plat/Subdivision Requirements Legai Description Verification 0:�] Quit Claim/Street Dedications ............ Easements - Public/Private . 12.. Engineering Storm Drain Review Fee ;�.:i 3 Engineering 2.2 Inspection Fee 41 4:,:-: Drainage Plan (On -Site) ISetback - Top of Bank, Stream, Water Co u-rses WE IN 71: Setback - Storm Drain Line Open Ditch'- Existing Culvert Required - Culvert Size . . . . . . . . MOM :20, Shoulder Drainage/Shale Open Runoff i1.111111111111111111111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... Catch Basin Required A),O x/1 .:22 Driveway Slope & Vehicle Access e4-- 23 Sidewalk Required Curb& Gutter Required /jc-, 1:25 1::..24 Curb Cut For Driveway Required .......... ....... . . . . . . . . 4?7 26 Street Paving Required -1 : : .27 Right-Olf-Way Construction Permit Required 28 Street Name Sign Required tA 29 Other Signing Required 3o Bond Required For Public Improvements 31 FEMA Map Check/Water Table 32 Side Sewer Availability Calculate Sewer Connecliciii Fee If No LID 0, ........... ..33 34- 35 Create Street File Existing Water Main'Size ..... -------------- 36 Water Meter Size ............... . . . . . . . . . . 'Roo Service Line Size ..38 Water Meter Charge Required M . . 39 Hydrant Required Hydrant Size Existing ..41 42 Fire Line Charge Required - Sprinkler Street Cut Lw 3. [Miscellaneous :4 .44 Reviewed By: ., FIRE PLANNING ENGINEERING PALIC WORKS FILE:DATAI 23/PROJCKLS.SFN RTRFET, FILE �6,- t, ;11- PERMIT APPLICATION REQUIREMENTS To: Applicant From: Lyle Chrisman, Engineering Ifispector Owner. -ft7tA Plan Check No: el (a - Address: Date: ( A4rKq7 After review of the subject permit application. the foffo*ing requirements must be met: 1. Construction hours are: WEEKDAYS — 7:00 A.M,40:00 P.hLWEEKENDS/HOLIDAYS — 10:00 AbL-6:00 P.bL Z. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60) Truck haul route plan must be submitted and approved prior to permit issuance. 1. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18-30.030d) i. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY- BUELDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS 0 N* THE DRAWING. (ECDC 18.30.50G) i. FILTER FA13RIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCMON. (ECDC 18.30) INSPECTIONS ARE REQUIRED ON STORK DRAINAGE SYSTEMS, T1GHnJNES AND CATCH BASIN INSTALLATIOM INSPECTIONS ARE REQUIRED PRIOR TO RACKFILIMG. (E.CDC 1830) Repair or replace all defective existing cud), gutterand sidewalk adjacent to die property. Ifan Intersection Is Involved, a handicap ramp mayberequired. Contractor" meetwith the City Enginftringstlffl* ddmnim the extestofrepairpriorto Isntance ofthe permit (ECDC 1&90) Driveway slope shall not exceed 14% withouta waiver. Evay attempt should be made to.keep the slope below 14% waim granted to % (ECDC I&SUMD) 0- Driveways must be Paved rMm FV"W 11" tO City RIGHT-OF-WAY. A separate permit Is required. MW IU0.060C) L INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFrER POURING. (ECDC 1830) 2. No burning of construction mfine without a permit fiom the Fire Department 3. Connection to City water system is required. Them Is a separate chuge for the water meter. (ECDC7.20) 4. A back water valve is required ifdownstahs plumbing Is below the elevation Of UpStream manhole.. (ECDC 7.20) 5. Water and sewer main Hues should be separated by 10 fed miniminn- (ECDCI&I0) 6. Connection to the City sanitary system is nxpdm& Asepardepermitisrequite& LMN Fen paW YemL_ Nt_ Chargi (WMC jiajuy 7. Undaground wiring is required an all new construction, and for additions, abandons, and repairs that exceed 50% ofthe total assessed: value of the structure, (ECDC IL90) S. A FINAL ENGINEERING VWEC`nON IS REQUIRED PRIOR TO THE*BUELDING DIMON GRANTING OCCUPANCY OF THE BUILDING OR STRUCIVRL WW 1&,90) 11q, 0,0- 9�49 Tvaw, MOVI'Vo 964>C;P 'i T E E-T F I L E CITY OF EDMONDS USE ZONE PERMIT &60zo NUMBER 7 CONSTRUCTION PERMIT APPLICATION jos .0 PT # ADDRESS AY—,. W Lu Z 0 OWNER NAME/NAME OF BUSINESS 'ro M LEGAL DESCRIPTION CHECK SUBDIVISION NO. I MAILING ADDRESS f C) Als PUBLIC RIGHTZF WAY PER OFFICIAL STREET MAP. EXISTING REQUIRED DEDICATION 14 & TESCP Approved 13 RW Permit Required V-1 Street Use Permit Req'd 0 Inspection Required IQ Sidewalk Required C3 cc CITY ZIP TELEPHONE NUMBER 0 7 .0,4) 77 k4-1-) 7. 0 NAME N.5 t) L-TA Wr G METEY Slif LINE41ZE NO. OF FIXTURES PRV REQUIRED NO 13 W ADDRESS PO go)( 13,06 REMARKS IC4 CITY ZIP TELEPHONE NUMBER 0,4j - AllorJO Z NAME TOM f-�CLJ 140mkF-s - P jrAd It( ZP- ADDRESS ENGINEERING MEMO DATED REVIEWED BY A -Ll- 00 < CITY ZIP 7e602- 0 LIELEPR _RNE NUMBER L'10V 77!� -1'7 2-0 FIRE MEMO DATED REVIEWED BY W 8Z cc rL I STATE LICENSE NUMBER E7XIRATI N DATE SIGN AREA ALLOWED ROPOSED P SEPA REVIEW COMPLETE ADB NO. Legal Description of Property - include all easenfent 2z OL001 W u.1 Ilk 7 1610L kLbL-%kwocb V Pao 6 1EXEMPT EXP SHORELINE 0 113007 2-07—.S/04; r--r 0P VARIANCE OR CLI PLANNING REVIEW BY 5*4 DATE SETBACKS — FEET FRONTZ— SIDE REAR HEIGHT LOT E fVERAG Z 5 Property Tax Account ParceINo. -3"736-00-7 -009 0-70 4 REMARKS NEW RESIDENTIAL N PLUMBING ADDITION COMMERCIAL 19 MECHANICAL REMODEL 1:1 APT. BLDG. El SIGN LL cc 0 M 0 - GRAJ;j/SC' REPAIR —=1 CYOS, FT) DEMOLISH WOODSTOVE SWIM POOL INSERT HOT TUB/SPA GARAGE RETAINING WALL/ CARPORT L—J ROCKERY RENEWAL CHECKED BY TY PE OF CONSTRUCTION CODE N OCCLRANT PECIAL INSPECTOR REQUIRED 13 YES 2EA 6 S4 OCCUPANT LOAD I MARKS PROGRESS INSPECTIONS PER.UBC 305 3 (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: S F a U 7-1 Pt L NUMBER NUMBER OF JACRITICAL L OF DWELLING gly, REAS STORIES U, VleM #i t - rey-fat 120A 9 6 d L,?3 44 DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) N a \v co IQ s T-fk u �Zi o W FINAL INSPECTION REOUIRED (.I,i2,A V) I IV e, eg 0 c VALUATION FEE PLAN CHECK FEE BUILDING 333 HEAT SOURCE: G 1� 'S GLAZING '/;g 0/0 I /&I "� PLUMBING & Plan Check No. MECHANICAL I This Permit covers work to be done on private property ONLY. Any construction on the public domain (curba, sidewolks, driveways, marquess, etc.) will require separate permission. GRADING/FILL STATE SURCHARGE Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE Lu 2 < 0 I "Applicant, on behalf of his or her spouse, heirs, assigns and successors In Interest, agrees to Indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the Issuance of this permit, Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance nor limit In any way the City's ability to enforce any ordinance provision." ENG. INSPECTION FEE PLAN CHECK DEPOSIT TOTAL AMOUNT DUE I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or t" duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to compl# with city and THIS PERMIT state laws regulating construction; and In doing the work authoriz- AUTHORIZES This application Is not a permit until edthereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Off Icial or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt Is -tion Insurance and FICW 18.27. INSPECTION acknowledged in space provided. I_qMTURE (OWNER OR AGENT) ----I—DATE S19NED DEPARTMENT VV CITY OF aOFF C WL'SSIGNATURE L EDMONDS -A01W CALL FOR 1.6§11D Y: DATE ATTENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY 1ABUILOING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC 771-0220 CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 C�. CITY. OF EDMONDS USE ZONE PERMIT NUMBER 960019 CONSTRUCTIOW, PERMIT APPLICATION JOB SUIT !APT a ADDRESS tA ke I,,< j / J17 Z OWNER NAME N ME OF BUSINESS T 0 M 8 a cr y4o ms, LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO MAILING ADDRESS 01: PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING — REQUIRED DEDICATION — PROPOSED TESCP Appro'Ved 0 RW Permit Required 0 Street Use Permit Req'd 0 Inspection Required 0 Sidewalk Required 0 cc CITY ZIP t;t>A`II0IV6S 1602-0 1-274-17 TELEPHONE NUMBER Z-0 UUJ NAME METER SIZE NO. OF FIXTURES PRV REQUIRED YES.0 NO 13 W ADDRESS X 0 REMARKS C4 /v .,c 0 cc w W Z CITY Zi FHONE NUMBER L�.-,67E&._Me-rax" _L-Iw�r i-b 0 Z NAME C) WV4 6- cc ADDRESS ENGINEERING MEMO DATED REVIEWED BY 0 cr CITY ZIP TELEPH E NUMBER I— Z 0 FIRE MEMO DATED REVIEWED BY W STATE LICENSE NUMBER IXPIRAJION DATE TO M R.6 4 �% % 1.1 M 3) ZJ 9 6 SIGN AREA ALLOWED PROPO SED SEPA REVIEW COMPLET ADB NO. PT Legal Description of Property - include all easdmentg Z A Lb E \jv n o o 11 A ki 0 ik !I V111R."o 10/0 . I EXP SHORELINE L001 rT, of 00,7 p__*2 _:5 to( VARIANCE OR CU PLANNING REVIEW BY DATE )j LfL L4 F T SETBACKS — FEET FRONT SIDE REAR HEIGHT LOT COVERAGE Z Z Z Property Tax Account Parcel No. 37,34-007 -007 -070 REMARKS CL 0 NEW f;;;? RESIDENTIAL PLUMBING L_0*4 ADDITION D COMMERCIAL MECHANICAL &e&40,S 77) Z,6- 1)"Wj,4eA_A7- A*1_0045ri REMODEL APT. BLDG. SIGN . . I C CKED BY TYPE OF CONSTRUCTION ICODE 9(/ OCCUPANT ON GRIZ Z 0 Lu 0 GRADING FENCE REPAIR CYDS. I— x _FT) N0 VDEMOLISH WOODSTOVE SWIM POOL 3 1:1 INSERT HOT TUB/SPA GARAGE RETAINING WALL/ CARPORT ROCKERY RENEWAL (TYPE OF USE'.,BUSINESS OR AqTIVITY) EXPLAIN: SPECIAL INSPECTOR REQUIRED AREA OCCUPANT LOAD REMARKS PROGRESS INSPECTIONS PER USC 305 Z 00 NUMBER OF NUMBER OF DWELLING I CRITICAL AREAS INUMBER a) STORIES U`NITS DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) FINAL INSPECTION REQUIRED tjF.WI0LISf+ OLD 140 U-S L:' 0 V tz: VALUATION FEE PLAN CHECK FEE BUILDING 4 HEAT SOURCE: GLAZING % PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewplks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant. on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to Indemnify. defend and hold harmless the City of Edmonds, Washington, its officials, 5 < 0 x employees, and agents from any and all claims for damages of whatever nature. arising directly or Indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance nor limit In any way the City's ability to enforce any ordinance provision." PLAN 6ECK DEPOSIT TOTAL AMOUNT DUE f I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and In doing the work authoriz. AUTHORIZES T . his application is not a permit until ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is ion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. 1��LNAJURE (OWNER OR AGENT) DATE 7Sl,.N7 DEPARTMENT OaFFICI 'S SIGNATUJfE DATE r*.j I (� CITY OF �L jJf— I EDMONDS 7U�o dy & CALL FOR RELEASED BY: DATE ATTENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 R r v-��, -IF APR A 0 1996 F dtzjkmi;�, IN(t = CITY OF EDMONDS USE PERMIT ZONE NUMBER &60ZD7 CONSTRUCTION PERMIT APPLICATION JOB t-3.,e PT ADDRESS 21511.1 -7& 6�e= W # OWNER NAME/NAME OF BUSINESS 'T-C) M 14 0 LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID NO. cr LU Z 0 W 0 MAILING ADORES C) oy PUBL:C:IGHT F WAY PER OFFICIAL STREET MAP. EXIST N REQUIRED D EDICATION & TESCP Approved 0 RW Permit Required "I Street Use Permit Req'd 0 inspection Required IQ owswalk Required 0 CITY ZIP 1IetPft101\jp,5 '79, 002..0 I TELEPHONE NUMBER r?.046) 7 7 (4 _ 1.7 7 0 IW-1 NAME 0 NSu LTA �J r S I i� LINE41ZE r / NO. OF FIXTURES I /;�_ PRV REQUIRED YEA NO 0 ADDRESS . P0 Box ao 6 TE MARKS 0 - 6 CITY ZIP M Ul�,!Lre 0 CP92-75,01)_04 TELEPHONE NUMBER ;1 -�4S:,65*41 )If NAME TOM f�CLT 140MIES ADDRESS ENGINEERING MEMO DATED REVIEWED BY 0 cc Z PC) 1&ox :a 14 ONO CITY zip 2 7"60 0 LIELEPKQNE NUMBER -10V'7u _r7Z. 0 L FIRE MEMO DATED REVIEWED BY W 8 JQ-S MEMO cc 1-6 STATE LICENSE NUMBER EXfIRATIPN DATE Orb n R h * 9, 1 4 SIGN AREA ALLOWED PROPOSED SEPA REVIEW COMPLETE ADS NO Legal Description of Property - include all easenfient Z .1rht!�0owob. §L u,j V tylAVO& 7 01016641 P I 1EXEMPT 6XP 0 3 Z Z SHORELINE# _I 0007 V-07-Sh011; Er 09 VARIANCE OR Cu I PLANNING REVIEW a s7Z DATE :� _1 g,- SETBACKS FEET FR FRONTIS SIDE -7 REAR HEIGHT JLOTTVERAGE Property Tax Account Parcel No. 3�7-3 6-00 -7 -009 07 0 4 E EMARKS FV_1 Y56i NEW 19 RESIDENTIAL PLUMBING EJADDITION 1:1 COMMERCIAL MECHANICAL tFT) REMODEL APT. BLDG. SIGN CHI CHECKED BY TYPE OF CONSTRUCTION ICODE OCC12ANT G GRADING MX REPAIR CYDS 0 0) 0 _6._FT) DEMOLISH WOODSTOVE SWIM POOL INSERT HOT TUB/SPA GARAGE RETAINING WALL/ CARPORT ROCKERY RENEWAL N Z SPECIAL INSPECTOR REQUIRED 13 YES 1 AFJEA .1 OCCUPANT LOAD MARKS I - PROGRESS INSPECTIONS PER USC 305 (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: S a �j I Pt L_ ymm 14 1 - i;y5alt lex - *Vy wo r of- f 3 1 11-ft ZBER OF STORIES NUMBER OF CRITICAL V DWELLING AREAS UIS NUMBER 'FINAL DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) N s T-rk v �=Zi o W INSPECTION REQUIRED V) I IV 6� elo CV W VALUATION FEE = 40r.IWAC PLAN CHECK FEE BUILDING HEAT SOURCE: G GLAZING k9l 1713 % PLUMBING Plan Check No. MECHANICAL This Permit covers work tobe done on private property ONLY. 1 "' Any construction on the public domain fcurbs, sidewelks, driveways, marquees, etc.) will require separate permission. GRADINGIFILL /1-11/--* STATE SURCHARGE tion:11111100ays Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE u) tnu 2 < 0 x "Applicant, on behalf of his or her spouse, heirs, assigns and successors In Interest,, agrees to Indemnify, defend and hold harmless the City of Edmonds, Washington, Its official employees, and agents from any and all claims for damages 0 whatever nature, arising directly or Indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance nor limit In any way the City's ability to enforce any ordinance provision." ENG. INSPECTION FEE PLAN CHECK DEPOSIT TOTAL AMOUNT DUE 1 hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the'owner. I agree to compl# with city and THIS PERMIT state laws regulating construction; and In doing the work authoriz. AUTHORIZES This application Is not a permit until ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workman's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is ion Insurance and RCW 18.27. INSPECTION acknowledged In space provided. tqNA�TURE JOWNER OR AGENT) JIATESIR�IEI 9 DEPARTMENT 'S SIGNA URE vy CITY OF OFFICIAL �T EDMONDS 14 pq = -#Ag CALLIFOR )CLEAVED Y: DATE ATTENTION t /. INSPECTION 1;4 IT IS UNLAWFUL TO USE OR OCCUPY 'AJPUILDING OR STRUIZTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC 771-10220 CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 Z--- L IS I's , 2-0 1 %, — , — —11 ALl>Ek%vopD -MkT-jok NO 17 — BLocj< -7 (VOL. 10, RLIMOV-P -Sfkr-AIbFk OUTLEr— TOP 2-0 ctrleu) S-r--T) tmEt�t) S�T) 411.2.0 —'4' Cl-r-:N1,J0uT -7— ?v I C" 3 6 7. 'ONT-ADL TOP 419 7. 41 It - G 9" G's / —. 4! pvc- F%0rj P\e,-I-- T)P,pt)NS jr-O',IJNEC-T TO C0%JVC-0j- C-S co-NrROL cz. 16 TOP = 49% .'30 INV= 4�S. '6 ' J)," "I I IOVZ 411 Lt of I k 4qo 71 -Lfl4 IL-TeN Y, r3hFK& so 9— IpRyv�CLL FOP, 'so ov" I f el "0v$E L P-' TO tv, z"�Zro WMI, vIrl-im ORMUS W.M 40 Av F- W v 76 c V/ a -s T m Qv N E Y, ct 4, (S e T6V z WATER SERVICE INSPECTION APPROVED PAll 7 n2l; r ---------- I --L :.AMAV,V- Filter barrier: Thls'3@dimant barrier any be -acted ustj,g AAJa1d=4r3LronCLgg synthetic filter rabric. 16 is designed for low or moderate flows not exceeding I gro. 1. The height of a filter barrier shall bo a minimum of 15 inches and shall not exceed 18 Inches. 2. standard strength synthetic filter fabric shall be purchased In a continuous roll and cut to the length of the barrier to avoid the use at Joints (and thus Improve the Strength AM Wiciancy of its orriarl. 3. The stailes shall be sp4c*a a maximum or 3 rest &part. at in# barrier loCatlo-I And driven securely lnL0 the Sroun,! Minimum or 8 Inchool. 4. A trench shall be SoCaVoted Approalootaly 4 Inches wide and 4 inches 4 sop &land the line Of SL&kea and UpSlope frost the barrier. 5. The I'lltnoaterial shall bel'atapled to the wooden Stakes, and 8 Wis. 0 Its rabri:,Shall be SIL"ed Into the trench. Heavy duty , r@ 211,11g,1413 S t I *a 1/2-Inch long 31all be used. Filter material shall not be Stapled to 4XISLI118 trees. 6. The trench shall be backfilled and the soil compacted over the filter material. 7. If a filter barrier is to be constructed across a ditch 11110 Or 3W819, the barrier shall be of sufficient length to eliminate and flow, and the plan configuration shall resemble an arc or hOr3cahoo with the on" oriented upalope. 6. filter barriers shall be removed when they have served their useful purpase, but not Worm the upalops area has been permanently stabi. lized. "a Ing silence I. Silt r�ces and filter barriers shall be inspected Iresedlately otter each rainraii aad at 10ASL daily during prolonged rainfall. Any r,q-jIro.l repairs shall be male tanediaLely. e. Sw4ld it. fabric en a sit- fence ai- filter barrier decompose or b*C*W in: tractive Prior to the And ;.f the Lod ru:.b.1".1-Ife and at I I Do ..... the :11POC the barrier I sary. bric hal I be pi d promptly. 1. SaJiment deposits should be removed otter each 3Lom event. They asiat t4 remov%d whon dopos!tx reach approximataly one-r.air the heLEht cf L,,e Larrior. 1. Any --o-diment deposits ramainInd In Flict After the slit rance- or rdtar tirricr s:s no hwiEor required shall be dressed to conform w3tri tno ev.-3tinj grade, prepared and seeded. STANDARD DRAINAGE PLAN DETENTION SYSTEM T"o It.,% (Z ELT for. - ., ;r, .1 h I W h 6 1-: LAU locatio - Cl 4 +�r_r AVE---V n KJ o- P! a by 'ro t-ft f, f., 1Z I " hon 2�� 0 P t:: da DESIGN DATA System Imperils Pipe Pipe Orifice Number Area Diam Length Diameter 14.3141V9 6'!> 1 7A NOTES 1. Call Engineering Division (771-32021 for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. 1. Set the stakes. 2. Excavate a*4%4" trench upslopt 0ong the line of stokes 00 4. 3. staple filter material to 4. Backfill and compact the I takes and extend It Into excavated soil. 'he trench. rt,-, 7,6. P, BASIN SYSTEM CROSS SECTION S CONSTRUCII(IN or A ritlER MRAIER ASKED GRAVEL OUTFLOW TRENCH MIN TOP AND 4-PIRI` PIPI VLW-1'3 CFROM ONTROL OUTLET 4"PERFP1K W�CAPS PIPE Not S RUNOFF SPREADER 4 qi� . OUTLET /2'.2'�G'OECP, 4'-6'OL .2%.3' OCIP. 314*4 FROM CONTROL 'NTA OUTLET RIPRAP OUTLET S70km T�,RN11061:- �'LN�J F10 k, 1:- 1 /'4 1/ Lt OF7- SEc-T'01\)- IG')T. 72--7 N, P,75 E.\,-,/ . N - CliTy 01p- ED1\'10k\j1b5 SVoIAO-MI-51i ��OONTV WAS�A-IVG Ile Ut4e MA.TEFtIAL �X) T'GV"T .PTABLF t4-i2 ADS sch 4() pvc � --- .. &'-'.Tm wc)" CITY CLERK CITY OF EDMONDS 505 BELL STREET EDMONDS, WA 98020 CITY OF EDMONDS RECORD OF SHORT SUBDIVISION E C 0 97 JAN 16 PH 4: 02 1W51 rOR 11Y. wll�jfi. This is to certify that the properties as shown on the attached map (Exhibit "A") and described as follows, TAV-cC-L4*-'1-7!)(, om coodi o-t + L_e-4%AL� VC6CTA?110r4 See Exhibit "B" have been divided under the provisions of the Edmonds Subdivision Ordinance (Sec 20.75) File No. S-96-104 subject to the following conditions and requirements: 1. The short -plat must comply with all the requirement of the Engineering Division as stated in "Attachment 4" of "Exhibit A" of the Planning Division's Final Review of the Proposed Subdivision dated Novembei� 14, 1996. 2. Exhibit C, Hold Harmless. I we verify that I / we are the legal owner(s) of the property described above. I we warrant that all representations are true and correct and understand that in the event of any misrepresentation or failure to comply with the conditions and regulations set forth herein, the City of Edmonds shall have the right to declare that subdivisions void and record a statement to that effect in the Grantor -Grantee's Index in the office of the Snohomish �C�unty Auditor. A Signed: �\Jurv' STATE OF WASHINGTON) ss: COUNTY OF SNOHOMISH) On this day personally appeared before me _z�P,2d'Mfl 4 A�Di ,4 lv,,v /_ - (J / I- K -, *'D 0PJ —,to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that 77� the same as 15 / /f .A I H.S 0, voluntary act and deed, for the uses and purposes therein mentioned. i Ass.. I Ca. Given under my hand and official sea] this Z, day of G + 19 7 )1. 47(RIZED FC.; RDING Notary Public in and the State of CITY OF EUMONDS I Washington residing PLAN ENG PAGE OF- 9 9 va. 3 2 15 1 L Exhibit EAST ( �x N 89*58' 50�.)w 217th STREET 1308.71' (M.L 383.56' 925.15' _0 F r_____EXC0_NCRETE MONUMENT 30' 30' EX. CONCRETE WITH 3/8- BRASS PIN IN CASING MONUMENT c; 0 VISITED 1-4-96 IN CASING (TOP 13ROKEN OFF, USED CENTER) VISITED 1-5-96 EAST (P.) 20' N 89*58'50' W w 1258.43' EQUIPMENT: 1257.72'(P.) LIET7 SET 4 z w ELECTRONIC TOTAL STATION METHOD: c� tf) 10 FIELD TRAVERSE 0 w 10 0 z in ACCURACY:. Z LD_r 0 q) CONFORMS TO W cq cy) 11 3 1 ol WAC 332-130-090 < OV 6 ID W�__ I .. 0 -0 O� �2 6.a: 2:�_ 1 co 00 a. w - w P. N SITE- SEE SHEET 2 U-) N r co V)o 0 bo oz Z WN 10 IN ALDERWOOD MANOR :'_ 1� C14 It NO. 1) r) 0 0 (V. ID, P. 6) 0 ASH zli BLOCK 7 WAY 30' 30' to 0 C5 EX. CONCRETE MONUMENT z 1 21 8th A z 120-00' PLACE S.W. 0 0 EX. CONCRETE MONUMENT NTH 3/8- BRASS PIN 23� IN CASING Q 0: 00 VISITED 1-4-96 01' 12 > 120.00' (o co 00 LID 30' 30' OR qEX. 00 CONCRETE 04 (0 00 MONUMENT WITH 3/8- BRASS PIN u 114 IN CASING c� VISITED 1-4-96 TH 3(8 N IN CAS N� BRASS PIN VISITED 1-4-96 ME E 220th STREET S.W. 1256.61'(P.) 1256.84' s 43 439.72' 0 867.07 ,N 8-54 23 . W 0oQND$N 1306.79' � �,Q D 1306.58'(P. 1-4-96 EX. CONCRETE MONUMENT W/v EX. CONCRETE Y8 BRASS PIN IN CASING MONUMENT WITH S, U 1-4-96 INVERTED NAIL DIG IN CASING OF. VISITED 1-5-96 SHEET 1 OF 2 BASIS OF BEARINGS. CENTERLINE OF 220TH STREET S.W. PER THE PLAT OF "ALDERWOOD MANOR NO. 9" (VOL. 10, PG. 6) 96-3471 0 0 z w 00 lz SCALE: 1"=100' 0' 20'40'60'80'100' SHORT SUBDIVISION FOR BELT AND WLKINSON IN NE1/4,SECTION 25,T.27N.,R.3E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON 1070116- 0 3 4 voL. 3256PAGE0400 S. LINE OF THE LD T 1) N 212 FT OP. LOT 9, BLK. 7 EAST 30' 1 30' N 89*58'50" W FCE. 0. z =) 0 0— 0 0 z 0 LOT LINE PER CITY OF 0 EDMONDS LOT LINE Z 0 -1 to (6 Ir ADJUSTMENT LL-96 64 0 0 1(6 C) z z p uj CS S. LINE OF THE N. 318 FT -C OF LOT 9, BLK. 7 to N 89*58'50" W r - Uj 122.11' 0 _ 1 142.11' TRACT A to PR. RD. F R LOTS 2 3 2 79.82' n 171 a. Ld Uj, 2V 7 5 U') 0 0 FCE. 0. 5'S. 206.93'(P.) 207.08' n in 6' WOOD :7.W FENCE 3 9.116 S.F. P, ::\\-BLDG. SETBACK U N E (TYP.) :7.5 ..................... 10 . X 10' DR. ESMT. 86.00' 1� 6 3 .00' dN 0-0�1'1 0" E 15 N 89'58'50".W-10..42' R=20' 7_' L=31.42 co . 0 0 . W 6 b EXISTING E STING 2 0 0 IXO'USE RU-) - - " 0 1: -d 10,060 S.F. 0 C> oz 0 r*BARBED WIRE FCE z tF 0 9,509 S.F. z 7.51 �FC 6' N. i6XIbb- '' 11- 11 1_Q2-L3,,_,, N 89'58'50" W 209.14' FCE.- S. LINE OF THE N. 424 FT EAST 209.09'(P.) 1.5'N. 30' 30' OF LOT 9, BLK. 7 J-\LDL,-:RWOOD MANCIR No, 1) W. -10, P. 6) j . I IGLOCK 7 ASH EX. CONCRETE MONUMENT W/ 3/8- BRASS PIN IN CASING WAY VISITED 1-4-96 NOTE: ALL LOT CORNERS WILL BE SET AS CONSTRUCTION IS COMPLETED WITH 1/2" x 24" IRON PINS WITH PLASTIC CAPS NO'D. 14066-AND- SCALE: 1 "=50' 0' 10'20'30'40'50' T 'k, Of ��Tlf*07� EXPIRES 10-15-97 SHEET 2 OF 2 AUTHORIZED FOR RECORDING CITY OF EDMONDS -10 6' WOOD FENCE '1 0. 5' E. z --j 6' WOOD /FENCE ON LINE 0 0 C) -12 CHAIN ,_,,,4' LINK FENCE 0. 4' E. u) C� N -14 LOT F) C� W E S LEGEND EXISTING IRON PIN WITH PLASTIC CAP NO'D. 12055/22969 (P.) = COURSE OR DISTANCE PER PLAT OF ALDERWOOD MANOR NO. 9" (VOLUME 10, PAGE 6) OR "R.C..MUNGER'S ADDITION NO. 3" (VOLUME 16, PAGE 36) SHORT SUBDIVISION AN—ttl—ENQ—I�C� FOR AND WLKINSON IN NE1/4,SECTION 25,T.27N.,R.3E.,W.M. CITY OF EDMONDS SNOHOM ISH COUNTY, WASHINGTON Lovell — Sauerland & Associates, Inc. En&eere/Surveyorg/Plumers/Devetopment Consultants L�m m 19400 33rd Avenue T.. Suite 2DO - Lynnwood. T1 98036 - (208)775-1591 - (206)340-WO DRAU I aINIM I DAT9 F.D. sw FU NO. J.T.T. - 12-12-961 390A 1 10,50' 1 96- 0 4 0 1 7 0 Ok 33 4 Au''THORIZED FOR RECORDING CITY OF EDMONDS PLAN J PAGE _OF Entire Parcel Exhibit B LEGAL DESCRIPTION FOR BELT AND WILKINSON SHORT SUBDIVISION SHORT SUBDIVISION December 10, 1996 File No. 96-3471 The east 86 feet of the south 106 feet of the north 318 feet and the south 106 feet of the north 424 feet of Lot 9, Block 7, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington. Parcel 1 That portion of the south 106 feet of the north 424 feet of Lot 9, Block 7, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, describes as follows: Beginning at the intersection of the south line of the north 424 feet with the west line of said Lot 9; thence N 0'32'15" E, along said west line, a distance of 9 1.00 feet to the south line of the north 333 feet of said Lot 9.; thence S 89'58'50" E, along said south line, a distance of 79.82 feet to the point of curvature of a curve to the right having a radius of 20.00 -feet; thence southeasterly, along the arc of said curve and consuming a central angle of 90'00'00", an arc distance of 31.42 feet to the south line of the north 353 feet; thence S 89'58'50" E, along said south line, a distance of 7.00 feet to the east line of the west 107 feet of said Lot 9; thence S 0'32'15" W, a distance of 71.00 feet to the south line of the north 424 feet of said Lot 9; thence N 89'58'50" W, along said south line, a distance of 107.00 feet to the point of beginning. Together With an easement for vehicular turnaround purposes, over and across the west 20 feet of the hereinafter described Tract A. Parcel 2 That portion of the south 106 feet of the north 424 feet of Lot 9, Block 7, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, describes as follows: Beginning at the intersection of the south line of the north 424 feet with the west line of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 107.00 feet to the east line of the west 107 feet of said Lot 9 and the True Point of Beginning; thence N 09215" E, along said east line, a distance of 71.00 feet to the south line of the north 353 feet of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 5.00 feet to an intersection with a curve to the right having a radius of 20.00 feet and from which intersection point the center of said curve bears S 89'58'50" 13,; thence northeasterly, along the arc of said curve and consuming a central angle of 90'00'00", an arc distance of 31.42 feet; thence S 89'58'50" E, parallel with the north line of said Lot 9. a distance of 10.42 feet; thence N 0'01'10"E, a distance of 15.00 feet to the south line of the north 318 feet of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 66.00 feet to the east line of said Lot 9; thence S 0'01'07" E, along the east line of said Lot 9, a distance of 106.00 feet to the south line of the north 424 feet of said Lot 9; thence N 89'58'50" W, along said south line, a distance of 102.13 feet to the True Point of Beginning. Together With an undivided one-half interest in the hereinafter described Tract A for ingress, egress and the installation, operation and maintenance of utilities; and, YoL. 3 2 .5 PAGE0402 3 4 3% Together With an easement for the installation, operation and maintenance of drainage facilities, over, wider, across, through and upon the north 10 feet of the herein described Parcel 2; EXCEPT the east 56 feet thereof Parcel 3 The east 86 feet of the south 106 feet of the north 318 feet of Lot 9, Block 7, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington. Together With an undivided one-half interest in the hereinafter described Tract A for ingress, egress and the installation, operation and maintenance of utilities. Tract A (Private Road) That portion of the south 106 feet of the north 424 -feet of Lot 9, Block 7, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, describes as follows: Beginning at the intersection of the south line of the north 333 feet with the west line of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 79.82 feet to the point of curvature of a curve to the right having a radius of 20.00 feet; thence southeasterly, along the arc of said curve and consuming a central angle of 90'00'00", an arc distance of 31.42 feet to the south line of the north 353 feet of said Lot 9; thence S 89'58,50" E, along said south line, a distance of 12.00 feet to an intersection with a curve to the right having a radius of 20.00 feet and from intersection point the center of said curve bears S 89'58'50" E; thence northeasterly, along the arc of said curve and consuming a central of 90'00'00", an are distance of 31.42 feet; thence S 89'58'50" E, parallel with the north line of said Lot 9, a distance of 10.42 feet; thence N 0'0 I'l 0" E, a distance of 15.00 feet to the south line of the north 318 feet of said Lot 9; thence N 89'5 8'50" W, along said south line, a distance of 142.11 feet to the west line of said Lot 9; thence S 0'32'15" W, along said west line, a distance of 15.00 feet to the p oint of beginning. Subject to an easement for a vehicular turnaround over and across the west 20 feet thereof. A 'Y 0 A�' Z 4b all L L EXPIRES 10115197 wftd�' M V. u 7 ,)0343 YoL. 3 2 15'6 PAGE 0 4 0 3 AUTHORIZED FOR RECURDING CITY OF EDMONDS Notice of Easement and PLM--jS-V=L--EW8 deVMaintcnanccAgrcemcnt PAGE�� oF TO ALL WJ-IOM THE SE PRE SENTS CONCERN: Notice is hereby given that ANN L. WILKINSON, as her separate, and THOMAS R. BELT, a single man, owners of the following described properties, situate in the County of Snohomish, State of Washington, to wit: Parcel 2 That portion of the south 106 feet of the north 424 feet of Lot 9, Block 7, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, describes as follows: Beginning at the intersection of the south line of the north 424 feet with the west line of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 107.00 feet to the east line of the west 107 feet of said Lot 9 and the True Point of Beginning; thence N 0'32'15" E, along said east line, a distance of 71.00 feet to tile south line of the north 353 feet of said Lot 9; thence S 89058'50" E, along said south line, a distance of 5.00 feet to an intersection with a curve to the right having a radius of 20.00 feet and from which intersection point the center of said curve bears S 89*58'50" E,; thence northeasterly, along the arc of said curve and consuming a central angle of 90100'00", an arc distance of 31.42 feet; thence S 89*58'50" E, parallel with the north line of said Lot 9. a distance of 10.42 feet; thence N 0*01'10"E, a distance of 15.00 feet to the south line of the north 318 feet of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 66.00 feet to the east line of said Lot 9; thence S 0*01'07" E, along the east line of said Lot 9, a distance of 106.00 feet to the south line of the north 424 feet of said Lot 9; thence N 89'58'50" W, along said south line, a distance of 102.13 feet to the True Point of Beginning. Parcel 3 The east 86 feet of the south 106 feet of the north 318 feet of Lot 9, Block 7, Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington. Tract A (Private Road) That portion of the south 106 feet of the north 424 feet of Lot 9, Block 7,' Alderwood Manor No. 9, according to the plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington, describes as follows: Beginning at the intersection of the south line of the north 333 feet with the west line of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 79.82 feet to the point of curvature of a curve to the right having a radius of 20.00 feet; thence southeasterly, along the are of said curve and consuming a central angle of 90'00'00", an are distance of 31.42 feet to the south line of the north 353 feet of said Lot 9; thence S 89'58'50" E, along said south line, a distance of 12.00 feet to an intersection with a curve to the right having a radius of 20.00 feet and from intersection point the center of said curve bears S 8958'50" E; thence northeasterly, along the arc of said 3'256P&G[0404 4 3 Ud 0 1 1 curve and consuming a central of 90*00'00", an are distance of 31.42 feet; thence S 89058'50" E, parallel with the north line of said Lot 9, a distance of 10.42 feet; thence N 0'01'10" E, a distance of 15.00 feet to the south line of the north 318 feet of said Lot 9; thence N 89'5 8'50" W, along said south line, a distance of 142.11 feet to the west line of said Lot 9; thence S 0*32'15" W, along said west line, a distance of 15.00 feet to the point of beginning. do hereby reserve and convey unto, the present and future owners of the hereinabove'described Parcels 2 and 3, their heirs successors and assigns, and unto P.U.D. NO. I OF SNOHOMISH COUNTY, and unto GENERAL TELEPHONE OF THE NORTHWEST, INC., and unto CHAMBERS CABLE COMPANY, a permanent easement for the installation, operation and maintenance of storm drainage facilities and appurtenances, over, under, across, through and upon the hereinabove described Tract A (Private Road). Furthermore, a permanent easement for the installation, operation and maintenance of storm drainage facilities is hereby reserved and conveyed unto the present and future owners, their heirs, successors and assigns of the hereinabove described Parcels 2 and 3, over under, across, through and upon the north 10 feet of the west 10 feet of the hereinabove described Parcel 2. Maintenance, repair and/or reconstruction of roadway or utilities constructed upon or within the easement right of ways hereinabove reserved and conveyed shall be the responsibility of and the cost of said maintenance, repair and/or reconstruction shall be borne jointly and equally by the owners of the hereinabove described Parcels 2 and 3; except that, no owner shall be responsible for any portion of a commonly used pipeline, above or beyond his point of connection to same. This instrument shall be a covenant running with the lands hereinabove described and is binding upon the owners of such lands, their heirs, successors and assigns, forever. IN WITNESS WHEREOF we hereunto set our signatures and seals this day of December, 1996. ANN L. WILKINSON THOMAS R. BELT AUTHORIZED FOR RECORDING CITY OF EDMONDS PLAN -615 EN%;go -PAGE--Z-0F I . A U 3 VOL 3 2 ')' 6 PAGE0405 STATE OF WASHINGTON ) )SS. COUNTY OF SNOHOMISH) On this day personally appeared beforerne ANN L. WILIGNSON, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN my hand and official seal this4Lday of December, 1996. i Notary Public in and for thc:Ytatc of Lk-)(-kj- Liu� -yu STATE OF WASHINGTON) )SS. COUNTY OF SNOHOMISH) On this day personally appeared before me THOMAS R. BELT, to me known to be the individual ru -1 1 at described in and who executed the within and foregoing inst ment, , nd acknow edged th he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN my hand and official seal this-L?.Lday of December, 1996. SCH fo -, & q T A 0 Notary Public in and for the State o Residing at—!=� 0 1 lzl= 0R ED FOR qPCORDING CRY OF EDMONDS PLAN- ENG'0-en PAGE-=== OF '6 0406 q A Q- Y01. 3-2 5-- ) P A G E File Number S-96-104 EXHIBIT C HOLD HARMLESS AGREEMENT Owner, and all persons having any present or subsequent ownership interest in these lands, and the successors and assigns of owners or other parties having any said interest, hereby agree that the City of Edmonds shall be held harmless in all respects from any and all claims for damages for injunctive relief which may be occasioned now or in the future to. adjacent land or improvements by reason of the construction, operation and maintenance of the drainage system and hereby waive and release the City of Edmonds from any and all claims for damages, excluding damage caused solely by an act or omission of said City and injunctive relief which the owners, or their successors or assigns, may themselves have now or in the future by reason of the construction, maintenance and operation of said drainage system. Au fHORIZED--- FORI PIECORDING CITY OF EDMONDS PLAN ! 'OUZ ENGVge PAGE,. OF 0 3 4 3 VOL. 3 6 PAGE0407 d%7AI 10' . ip'r D63-9 City. of Edmonds. Permit No: 0�/ RIGHT-OF-WAY CONSTRUCTION PERMIT `Issuel)ate',.:�45�k"06C A. Address or Vicinity of Const ruction cgl'�3t' B. -Tylle of Work (be specific): I I C. Contractor: Qw� Mailing Address: I b6w State License #S( Lt iAcz 10 M Y21r ,0'., Building Permit # (if applicable): x 115r LAJ tOt ILL. YbJet- I'S QJ 0- 11 2 Z-6 r L'.) -Z.00'A) Zz.6 Z>r:sw �Ib_f _\0A0.4 toa Contact: S)l di CJ/_ Phone:a0(P-41641ZZ6 62W LPS 49 3 2 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable) E. n Commeicial Subdivision City'Project EUC (PUD, V�ERIZON, PSE, AT& T, OVWD) Multi -Family Single Family Other /* 0^4 INSPECTOR: &A W k- )v CS F. PAVEMENT CUT- R) YES El NO G. S1 ZE OF CUJ x CONCRETE CUT-e"'_fVji,�—n NO 7 INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harml6ss ftom injuries, damages or claims of any, kind or description. whatsoever, foreseen or unforeseen, that may be made.against the City of Edmon& or any of its. departments. or employees, including but not limited to the defense of any legal proceedings including defensd"* costs and attorneyfees by reason ofgrahting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES W1LL BE HELD UNTIL THE FINAL STREET PATCH IS COMPiETED BI-CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO -THE APPLICANT Traffic control and public safety shall be in accordance with City regulations as required,by the City Engineer. Every flagger must be tramed''as required by (WAC) 296-155-3'05 and must bave, certification verifying completion of the required training in their possession. Restoration is to be in' accordance with City codes. All stre,et-cut.trench work shall be patched with asphalt or City7 approved material prior to the end of the workday - NO EXCEPTIONS. Three sets of construction drawings of proposed w,ork are required, with. the permit'app!ication-. CALL DIAL. -A -DIG (17800-424-5555) PRIOR TO BEGINNING. WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA TI MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS e., A 6� Signature: (Contractor or Agent) Date: Uo' - U / -V FOR CITY USE ONLY Approved by: Right-of-yv Fee 460 ay L Time Authorized: V.6-id After )e/ Disruption Fee/Fund 111:6,klop 'N� Special Conditions: RC�4ia'c- PQtA? M, LJkT AiVo'i - Fee: 2 (4,30'A"_ AA9 1 '74' V - Total Fee;, P4 ReceiptNo: A_eAr APP,;7crC o4mD4 ssued by �4& CAt4 a2 A I't k r4 n A.4 Ciy r I *s, LOrA oj� t�'#'4,h0rPf_P_ 'A 0, ir . � . - - . - - 1.- 9 . - UfON,eOMPLETION OF'PERMITTED WORK, AN I ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF'THE EDMONDS COMMUNITY'DEIVELOPMENT CODE (P �)e 425-771-0220, E t . 1326) ho X . FINAL APPROVAL OFPERMITTED WORK. DATE: IkIpector's Signature torinspec tion requirements see Engineering Inspection Information handout. V`� NO W01ZK SHALL BEGIN 1"W01Z TO I)EIMIT ISSIJANCE D:\MyDocumefits\Forms\Engnmg\ROWpemit—.doc 35145 30 23130 . 20 PlIchuck Contractors, Inc. Job # 109021-6W W- I - Februar�'4, 2005 Sheet I OF 2 Rob InglIsa 0 CID 141 1 SM01111" 038013 3 am NOT TO SCALE 18* x 24' EI/W d33M 24— WORK AREAS WILL BE 3'X 5' EXCAVATIONS 114 BLACKTOP SHOULDER 15'W OF CA OF 96 AVE W RUNNING FROM S17/ VNI 200' N OF CA OF 220 ST SW IN 0 TO A POINT APPROX 20'N OF xn CA OF 220 ST SW. t 0 219th ST SW ON & BLACKTOP SHOULDER oon4h QT CIA 4- 41 7-N PF�q t6N(� I/' ILAN(i War CKANNELIZABON IDEVICE SPACWG 25 M PAI MPH TAPER IW4GENT > 5W70 40 --- [80- L6Aje,.rVA A r 2-T Am�q / s 29E3, '17 4 1 . t 4- W+ 217th ST SW Notes: 1. Al signs and spacing to conform to MUTCD and City of Edmonds Traffic Control specs. 2. Channelizing devices are 28" traffic cones. 3. All signs are 48" x 48" B/6 unless otherwise specified. 4. Alert affected residents and businesses. 5. Maintain two 1 I'lanes. 18* x 24" B/W V V w 12'GRAVEL SHOULDER zoo, APPROVED AS NOTED BY ENG1 EERING r Date: !S7 elaf— LEGEND 28" TRAFFIC CONE WORK AREA TRAFFIC FLOW WORK VENCLE SIGN LOCARON Pilchugk Cont=tors, Inc Job # 109021590 February 4, 2005 Sheet 2 OF 2 Rob Ingllsg 6! BLACKTOP SHOULDER NOT TO SCALE 219th ST SW WORK AREAS WILL BE 3'X 5' EXCAVATIONS IN BLACKrOP SHOULDER 15� W OF C/L OF 96 AVE W RUNNING FROM 200'N OF C/L OF 220 ST SW TO A POINT APPROX 20'N OF C/L OF 220 sT SW. 220th ST SW 4- -1111, Notes: 1. Ail signs and spacing to conform to MUTCD and City of Edmonds Traffic Control specs. 2. ChannellzIng devices are 28" traffic cones. 3. All signs are 48" x 48" B/O unless' otherwise specified. 4. Alert affected residents and businesses. 5. Maintain two I I'lanes. 12'GRAVEL SHOULDER d33M 18' x 24" EINV 0% 00 4 t 18" x 24' B/W jC0 4 -41 7AFER 11'4.ANC WIDTH Q-Z5MPt' CHANNEUZARON MMCE SPACING -'. WdIg 4.6r4-rvA z p5 , MPH I 1AFIER IMNGENT I 5w7o I 35145 30 25130 20 SPAC-11Vr- .*d Z51WPAI IS -0 00 1 —* LEGEND 28"TRAFFIC CONE WORK AREA APPHOVED AS NOTEL) TRAFFIC FLOW BY ENGI ERING WORK VEHICLE SIGN LOCATION FUSE TIE-IN 20'N, 21 'W CA ROPE MAIN ------ W - ------ S CA TO W. ____'S CA T&T EX. 5/8- 5-S K 1990 EX. 3/4' 1 O'S REPL 1961 r T&T PROPOSED 1 1/4" MPE-IP MAIN ___'R (DIRECT BURY) _J 60' (L R/W 0 pi:z E T&T EX. 5/8- 132' Tc�q 1981 1 0 DEACT. EX. 2" ST-IP MAIN & 2" ST CASING W �: 111: INSERT NTH 1 1/4" MPE-IP MAIN > C-4 >� 21'W CA W W K) REPL a. 1 1" 0) 00 DEACT. EX. 2" ST-IP MAIN & co INSERT NTH 1 1/4- MPE-11? MAIN >� 0) 21'S CA W 0) C� 219 ST SW (ASH WAY) W I L 60' EX. FLOW R/W L _z EX. 2- ST-IP 21'S 1959 J_-1 62-6 '��_D ld r- ROPE MAIN (DIRECT BURY) to - __9 k (04, S, ----'E CA TO LO W ------ S, ----'E CA to uoi T&T W DEACT. EX. 2" ST-IP MAIN & �i� INSERT WITH 1 1/4- MPE-IP MAIN REPL 15-W CA REPIL C4 W 2" B/O STOPPER 2" X 90 WELD ELL 18'S, 15'W CA 2" TRANSITION FITTING 2" X 1 1/4- MPE REDUCER 19'S, 15'W CA 1 1/4" MPE TEE 15'W, 21'S CA K EX. 5/8' 24'S T&T 1990 EX. 5/8' 160'S T&T 1993 EX. 5/8" 325'S T&T PEI 1977 T&T EX. 5/8- 237-S 1990-- REMOVE INSULATOR FROM EX. VALVE INS ALL 20# ANODE 15'W, 21'S CA 2" WELD NECK FLANGE 0 2" X 150# BOLT KIT FFSVX 15'W, 21'S CA LU V217 ST SW 00 Cq >� I W I EX. FLOW EX. 2" STW—IP 21'S (CP F 1921 J3301 11-1, 1 2" TRANSIT10N FITTING 2" X 1 1/4" MPE REDUCER TA WIRE & BOX 15'W, 21'S CA EX. 3/4" 114'S REPIL 1964 DEACT. EX. 2" ST-IP MAIN ------INSERT NTH 1 1/4" MPE-IP MAIN 15'W CA EX. 3/4- 252-S REPL 1962 T&T EX. 5/8- 417'N PEI 1991 0 W LU LO CL 00 LO > o, 3/4", 5/8" 367'N REPIL 0411 1997 PEI WI I T&T EX. 5/8- 341-N PEI 1992 EX. 5/8" 320'N I T&T I r 1988 > CID 0) EX. .3/4- 284'N OD REPL C)o 1959 0 Ln EX. 1 1/8- 208'N T&T 1997 X REPL EX. 3/4- 178'N _ _ 11 196, -41 K I EX. 3/4", 5/8- 163'N REPL 1996 60' R/W EX 5/8" 48'N T&T 00 2000 PEI 1 1/4- MPE TEE 15'W, 21'S CA 7 REPL �:: I I EX. 3/4-, 5/8- 56-S 10 50' 1994 a- y EX. 5/8- 56'S ,1 1992 T&T LD W cl, >� I �_ _ _ _ EX. 1/2" 245'N REPL W1 I 1 1971 X MATCH LINE A STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES 1. NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED OUTAGE. 2. 'INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE 'GAS OPERATING STANDARD 2525-2300. 3. MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600-1300. 4. INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES P0201 AND P0303 AND PSE GAS OPERATING STANDARD 2600-1200. TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS. 5. INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MA,1.N (AS REQUIRED) ON NEW AND EXISTING SERVICES PER PSE GAS OPERATING STANDARD 2550.1600. 6. REFER TO PSE GAS OPERATING STANDARD 2525-1700 FOR MAIN AND SERVICE COVER REQUIREMENTS. 7. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525-3300, 2525-3400 AND 2525-1200, AND PSE GAS FIELD PROCEDURE P0816. 8. PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION. 9. INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525-2100 FOR INSERTIONS AND 2525-3600 FOR ABANDONMENT OR DEACTIVATION. 10- PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING ;STANDARDS 2525.2100 AND 2525-3600. 111-REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED. 12. INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700. 13- REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525-2100 AND 2575-2300. 14.,REPLACE ALL "NO RECORD" SERVICES AND 1-1/8 " PE SERVICES INSTALLED PRIOR TO 1985. MATCH LINE A 0-% U) W > EX. 3/4- 172-N REPIL 1965 Ln REPL EX. 1/2- 160'N 1967 q- 3: 0 LO _J U_ X 2- B/O STOPPER UJ -C4 1 W 2" X 90 WELD ELL > >� 30'N, 15-W CA 2" TRANSITION FITTING (0 1 2" X 1 1/4- MPE REDUCER 0) 31'N, 15'WCA DEACT. EX. 2" ST-IP MAIN & INSERT WITH 1 1/4" MPE-IP MAIN 15'W CA . I I 1. AL 220 ST SW EX. 2" ST-IP 11'N EX. 2" ST-IP 14'N 1958 1958 _b EX. FLOW br) EX. FLOW FITTER (Check Box if Complete) • WORK AREA LEFT IN CLEANISAFE CONDITION. El • COMPLETE ALL PIPE TABLES AND GAS PRESSURE STAMP El • FIELD CHANGES RED -LINED ON AS-BUILTS. • MATERIAL VERIFIED AND CHANGES NOTED ON PAPERWORK. • ALL VALVE AND TIE-IN LOCA77ONS NOTED ON AS -BUILT. El • NOTE BEGINNING OF MAIN, EOM,& LINE OF MAIN LOCATIONS. F1 • SHOW ROPE LOCATIONS & CUL-DE-SAC RADIUS El Fitter's Signature Company Date STANDARD GAS CONSTRUCTION NOTES: I. FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE —CALL" TWO WORKING DAYS PRIOR To TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344 2. NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START( SEE PERMITREOUIRMENTS ). 3. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. 4- EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150-3200 TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. 5. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. USE iSl TO DISTRIBUTE FLYERS IF JOB IS LARGE9 OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 2550-1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE. 6. ANY CHANGE IN ROUTE. PIPE SIZE/TYPE. TIE—IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 7. COMPLETE "PIPE CONDITION REPORTfiON ALL METALIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION. 8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525-2500. 9. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525-2600 FOR ALL, HP VALVES IF THE LOCATION IS NOT READILY ACCESSIBLE9 AND FOR ALL VALVES WHERE PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX. 10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 11. SYSTEM MAOP DENOTED BY: ISYSTEM MAOP = _45— PSIGI 12. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED. 13. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. 14. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE. GAS OPERATING STANDARDS 2525.3300, AND 2525-1200. 15- MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525-3300 AND 2525.3400. 16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH. --- RICK—KESSLER -------- PHONE-39�__E111908 17- NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS —BUILT IN RED. DENOTES FOOTAGE BETWEEN FITTINGS. GAS MAIN INSTALLATI ON/RETIREM ENT Type/Work Pipe Size Type Estimated Length Actual Length Manufacturer INSTALL 1 1/4" IMPE 1320' RETIRE 2" STLA 958 1320' GAS MAIN PRESSURE & TESTING TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF T IME OFF ,Design Press 60# SYS MAOP 45# PROJECT PHASE NOTIF# ORDER# 0 SAP Superior Service/Meter Service/Mefer Service/Mefer Service/Mefer Ind. Service Ind. MSA Dis. Reg./FT HP S v c/MSA Relocate Retirement 10551212 109021590 1 10553450 108525088 Contractor: CONSTRUCTION COST CODES: 051-102-1 1 1 Project Manager Contact Information: JIM SNYDER CELL: 206-423-8085 EMAIL: jim-snyder@pse-oom WORK SITE Vicinity Map 054 Owner / Developer Contact Info ATTN: office CALL ( 800) 424-55551 2 BUSINESS DAYS BEFORE YOU DIGI THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES 9b CN kn r-4 0 ALDEkVopo -m&Nc)k No 7 — BLOC-K -7 (VOL, 10, IPG,, G) 1% 1 (n e. ^ — .1 ..-r - . -1+14 Fi 1-Tc- P, RLJ WO 7-- P -S P& E A Vb E K 0 L) T L Er el -2-0 \.tg WELL FOJ� L -10 0-- �Fj It ION 0""N )W\J. 411 �4 EL� t) 6 tT) P0Vw)1IITl0.N 0fhj%\), Lt-:KN 0 U T - ----4— -Ra F , Q 7L dl V C- Q 10. 3 6 76 —CO N T74 0 L C Q, I G .T`0P LO 7 - ?'B O.P. 4JILt.G1f 621 44! Pvc F%cm 1)1�.hINS tC-0`JNELT` TO Co�,)Trm- c-B -C �2 TQ T, R 0 C- - 16 TOiP =- 499 .7�0 6r-Ir-L-V) Sr--T) INV= L, I I'd Vz 4 1 4 0 F, r-- \D 14 0 V E 7 rf W inmv—s rij W. M 7-- ct 6 6 N, 0 M SID S D WATER SERVICE INSPECTIONS 11 17 .1-0235 T6 f, INV I ka,14, 0 r: Th13'30dintnt barrier may be -,ucted u;fiIg ff;5.3153 troni;th 3ylithotic filter fabric. or moderate flows not exceeding I eta. . IL As dealgried for low 1. Thu height or a filter barrier shall be a minimum or 15 inches and shall not exceed 18 inches. 2. ; i:tandard strength synthetic titter fabric shall be purchased In a coni wous roll and cut to the length of the barrier to avoid the use or joints (and thus Improve the strength and wiciancy or ttd f)4rrI4r). 3. The a,,,,& shall be SPSC*d A 414XIMum 4f 3 test &part at the barrier lo,.t I.n! ,d driven securely Into the growlij lainimum or a inchual. 4. A tranch:ahall be excavated approximately 4 Inches wide and 4 Inches 400P &Iona the line or Stakes and upslope from the barrier. 5. The rtltfr material shall W'3tAPItd to the wooden stakes, and 8 inches of the fabric shall be extended Into the trench. Heavy duty W ire StAPIC3 at least 1/2-Inch long 3fiall be used. I'Llter maturial 'hall not be stapled to CxiZtl" treas. 6. The trench shall be backCilled and the 3011 Compacted over the filter material. 7. it a filter barrier 13 1(* W constructed Across a ditch line or 3wale, the barrier shall be or sufficient length to eliminate end riow, and the plan configuration shall resemble an arc or horseshoe with tho ends oriented up3lope. 6. Filter barriers shall be removed when they have served their u3orui ;urpnsq, but not Dcror4 the upalopo area has Wen "Irmanently at4bi- lized. Me int eivancd 1. 3111, r-ricez and rtlt*r barriers shall bq inspected Irnediately attar u4ch rAL111*411 and at least des ly during prolonged rainrall. Any rtq-jireJ repairs shall be "Is Immediately. e. SIIV-ld the f4brIC Cn 4 311t fe-lCe or filter barrier decompose or Wcomm inorrectivs prior to the end or she 41PICtOd Usable we and the barr4r still be nOCC334ry, the fabric shall be replaced promptly. 1. SaJiment dCP031L3 Shoull bt- re-joved ;(ter each JILOM event. They must Le r4Cvod whao dup*j!ta reach approximately one-L&IC the height cr the Wirrier. 'a. Any zi-dimqnt deposits rautninj in File* After the silt rence or r"Iter tirrier i ' i no lanEer required snail be drC33C4 to COril'onji wiin tno qw.,atinj eradc, prepared and 3toded. ,STANDARD DRAINAGE PLAN .bETENTION SYSTEM for .7-r) t-/� a �LAIJ location 96+1n, plan by t., phone 2 �f :Z datli DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter N 0 T E3' 1. Call Engineering Division (771-32M for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage sy�tems on private property is the re$ponsibility of the property owner(s). Material accum-flated in the storage.pipe must be fiushed out and removed;from catch basins to allow proper operation. The outlot control orifice mus� be kept open at all times. APPROVE T"% , :PTABLETIMATUNE MA-TERIAL 4el?i�;� ACCE t4.jn, ADS Sch 40 P\JG SDF1 35 tAS-pA 03034) 1. Sit the stakes. 2. Excavate & 4'A4' trench upslopc along trig line of stakes. 7' �; 101V flow L 3. Staple filter am terial to 4. Backfill and compact the stakes and extend It Into excavated soil. WII CONSTRUCTION OVA rILTER BARRICR DETENTION PIPE LENGTH WAS HED G AVEL ..-OUTFLOW TRENCH, MIN KY LONG 4' TOP AND 4'PERF PIPE TO BE LEVEL RIM'ELEV 1. MIN COVER 2. GIMIN, SPACE qq?J-2� FROM MAX COVE FUN CLEV- CONTROL DUTLET it es MIN 4-PERF PIPE WICAPS rl. SLOPE 4" 0 PIPE MIN. 9 T% INV RUNOFF SPREADER OUTLET Wi '\-INV ELEV�� L#Frfl "rem BASIN CONrROL CArCH BASW* /2, R2 '* DEEP, 4-- W QUARRY SPALLS "' r SYSTEM CROSS SECTION .21.3- DEEP, 3/4- CRUSHED ROCK FROM CONTROL OUTLE T RIPRAP OUTLET S70V\j-/j 1,N1 sli -1/4 NT I/Lf Of:- sEc-TION. IS, T. 02--7 N P,.-5 �TY JA/, S :ET RL TRI E k� HAR 2 7 M% PERMIT COUNTH, ALDEkwooD -mwok No cl BLOC-(< 7. VOL 0 1 IP G,, G) %% I — - — - / 00 10* F1 '—*rc- KV1007--P SfkV\1bF_P, OUTLE:'r 499. -2-0 C1=1ELt) --t:—;r) M-/WELt_ F=O& 4 9 2s .2.0 1 4'� r I 5t, t) 6 et) C I-MK N 0 (1 T V C_ tw_� -CONT740L C-% IG TOiP L+9 7 �"j 47 4 - G It. 0 P t (:mp V1717 It Krr 0 1(1 Pipe CZyP) 44! pvc- Fzom L I N S C ov\) r'j E L'r 'W= S TO C0\)TC_0j_ co TQ T- RO L C-Z 16 To,P 4919 .-So 6__1C_C6 4r. INV= I �j vz� 4 4 76 A' A\4F—W vc- WasT %0 CS "A\ tZ. . C -6 . 1SeV')"M;k!a'y' T69 Wilt 1177 I N V 14 7 06,0.3 Filter harrier: This'3ediment barrter may be --ucted Ullifig a r Let A73 strength 3yrithotic filter rabrac. 11, 13 dealgritd for low Or moderate flows not exceeding I cr3. 1. The height, or a filter barrier shall be a minimum or 15 Inche3and shall not exceed 18 Inches. 2. standard strength synthetic filter fabric shall be purchased In a continuous roll and cut to the length or the barrier to -avoid the use or joints (and thus improve the strength and efficiency or Lte Wrier). 3. The stakes shall be spaced a maximum or 3 feet spart'at the ba'rrier location mid driven securely Into the ground (minimum or a Inch03). 4. A trench shall be excavated approximately 4 inches wide and 41nche3 deep along the line of stakes and upslope from the barrier. 5. The filter material shall bo'3t&pled to the wooden stakes, and 8 inches or the fabric shall be extended into the trench. Heavy duty wire staples at least 1/2-inch long shall be Used. Filter material ahall not be stapled to existing trees. 6. The trench shall be backniled and the 3011 compacted over the filter raterial. 7. If a filter barrier is tobe constructed across a ditch line or swale, the barrier 3hall be of sufficient length to eliminate end flow, and the plan configuration Aall resemble an arc or horseshoe with the ends oriented up3lope. b. Filter barriers shall be removed when they have served their u3crui FUrP03*, but not cervre the UP310PO &VO4 has been permanently stabi- lized. Maintellancd i. Silt reacer and filter barriers shall bo inspected Irnedlately after vach rainfall and at least daily during prolonged rainfall. Any required repair* shall be "Je immediately. e. sno-.ij ttie rabric cn 3 31it rence or filter barrier decompose or beconu inefrectLve prior to the and or the expected usable life and the barrier still bO neCt33ary. the fabric 3hall be replaced promptly. 1. Sediment deposits should be removed after each storm event. They must t'etremoved when depos!tn reach approximately one-r.alr the heLEht cr the arrier. It. Any :f-diment dOP03itS rem ininj In plice after the silt fence or rilter tarrier 1 ' n no lanEet, required 3nall be dressed to COhl'onil with the ex.,3tine grade, prepared and seeded. STANDARD DRAINAGE PLAN DUENTION SYSTEM for ro tej R 16 E L _j.)n.A_jwK6E FL)N1\J -- location ',' I I % I '_� 'JL+� AVE. X: b W1 0 Q & 0 ja plan by ' I0 Vf% - - 'P, q,. C' t- phone— -7,7 1-4 - -7 '2- date— DESIGN DATA System imperm Pipe Pipe Orifice Number Area Diam Length Diameter 7NOTES 1. Call Engineering Division (771-UM for probackfill and final inspections. 2. Responsibility for operation and maintenince of drainage systems on private property is the responsibility of the roperty owner(s ). Material accumulated in the storage pipe must be flushedout and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at al I times. APPR :PTABLE -TIVATLIr4e MAJERIAL 0VED4r_-'-- AcCE t4.j? AOS S,Clh 40 P\10 M 03034) St)S 35 (AST 1. Set the stakes 2 Excavate a -4'x4' trench upslope along the line of stakes, Flow �4' 3. Staple filter material to 4. Backfill and compact the stakes and extend It into excavated sol I. CONSTRUCTION or -A FILTER SAARICR 41 WASHED G AVEL OUTFLOW TRENCH, MIN 10` LONG TO- P 0 4'PERF PIPE TO BE LEVEL RIM'CLEV— I'MIN COVER WMIN SPACE iM FROM 4F 2'MAX COVER RIM ELEV_ CONTROL V� 11 4 111 -OUTLET 4* 0 MIN 41"PEPrF-P�_ 1.*.'1C_-I—. .5%-r/.SLOPC7 4* 0 PIPE MIN, Z Tt V ORIF" RUNOFF SPREADER Uc4c (I n"TI Ir'r INV WFfft CA rCH INV ELEV_��- BASIN CO`v"*9oL C V-SIf"H /2. DIE EP, 4"- 6* QUARRY SPALLS 2" r SYSTEM CROSS SECTION r. 2�. 3* DEEP. 3/4* CRUSHED ROCK --aver FROM CONTROL OUTLET RIPRAP OUTLET NO ff'�Wlbwll =_Nal STOP\jvt �'LNINJ 70 11111 R'. 1?_� 2 I_:r 1'N) S IF '1 4 N 2- 1 r- S Ec-T 10 I\J. T '7 N 0 0 W 0 IA,,") M 11 0 Q TOT W A Sc, 011v fo R E C E IV "E D MAR 2 7 1996 PERMIT COUNTER