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19110 80TH AVE W.PDF111111111111 7073 19110 80TH AVE W ENGINEERING 250 4t' Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 -81REET FILE RESUB I �AN 273i 0 /14� 6 BUILDING DEPARTMENT CITY OF EDMONDS GRINDER PUMP CALCULATIONS MacDonald Residence 19110 80th Ave. W Edmonds, WA P WTY 15*1 KI B15-e- 0112312015 ENGIN8ERING DIVISION APPROVED A&IIOTEID Date: 4zd�15 CG P roject No.: 15011.20 I:PTFU "The City of Edmonds APALICAn 0' N ID for E SEWER,I)PERMIT NEW CONST--U-CTION):'b,1- REPAIRS I/ OWNER .............................. ................... ADDRESS ....... .......... M-N, EASEMENT No . .......................................... L /,0 /-3 9 AY CONTRACTOR ... lflP ......... ....... . . ........ ............................ PERMIT No. LEGAL DESCRIPTION: LOT No. .... ........ —.5 . . .......................... BLOCK No . ........ 6 ............. . ...... — NAME OF ADDITION a-,,q ...... S' ...... � �-, 5 -T- Approved: DATE .. ........... By�-�-,--- /x(,fi c A- r APPROVEP MAY 25 MacDonald Residence Grinder Pump Calculations Grinder Pump Calculations January 23, 2015 Page 1 This package contains: Flow/Storage Calculations Head Loss Calculations Cycling Calculations Buoyancy Calculations Pump Performance Curve Basin Package Specifications Pump Specifications 11x17 Construction Cut -Sheet I A pump system and service location nearby was selected so repair/replacement could be provided within 24 hours if needed. For repair and maintenance contact the following FE Myers authorized dealer: Water Systems & Pump Service LTD 10148 th St. NE Auburn, WA 98002 877.865.2514 sales@911nowater.com ENGINEERING 250 4th Ave 5 Edmonds, WA 98020 p. 425.778.8500 f. 425.778.5536 bO1-V-1?T-o1;A&,C-, CAL,66 > 490 9CJ/d-OLY 0,3 44^-� F 1�0j-1 D EPA "1CM-1 Of WEAL-0 R 7- OJE el-�^v elll�� C, Ag' Ll Description By j-7-C Dateor, ��e rM"CS I-Z-LI15 C �) Pu Date hecke ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 425.778.8500 5-0 11, www.cgerigineering.com '14CAD 1-03S - -2,11 PIPG) PIT007S * E W-LEkT- L EM6, 714 FT) +0 , ELBOA�J' X`3 T.�': GO* VAL,\11- UIGLV� \JALVE- )<3 �-: C-�J LA� 671�GAJT: PO DO 0.371 Le :' _ V1 Q RU 7Z: 16&7 r--r bv 2! v= -�-5 A13 (4,(,�LkMOD) V 10-5- FTI-,/SC-C (A-�� Q -Y R G 'r-2A55-7 = -�-, PIK C-�-VT 0 - -7. OG ��IUQOJO LO�51 �67 ID-7 -F�Ie,-- 67,73 P-7- 3 1 I.C9.7 TMAL 14 b, 6,�. ().�3t 1-10-7 Description By (7-1—C D,,,(g ('/Z � 4M RCM)W�� (AILS 40 Checked Date ENGINEERING Scale Sheet Nc. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 425.778.8500 www.cgengineering.com Clyc-qNN Lf A 7- Ll C-r7L 7= 6LAL Ot-T LI-L &AL11-1W pt� /, p /Ii A I/ tv L-1 67&1mttJ 0' F1 Lt' 91 �&IJIIM T f tj C- 6YAL. A L1111 IN T- -Ft -r -- 2-9,-7 M It' \5-0 q 9 / CYLLC 0, 5-0 Description By Dat 4= Checke Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 /q aa OAo' 425.778.8500 www.cgengineering.com lyko YM(11Y CALa V 5( b, � V, rn V-S NJ 0 tll� -P ^,,�J-, t 4 - I G�M�l Description ENGINEERING 250 4th Ave. South Suite 200 Project Edmonds, WA 98020 425.778.8500 www.cgenginee,ring.com L� - vs Fs P�6 9 16 F,= rB Dc, \lt� v F� — ANTI — U-0 4-r/4 7-10 k) F-013 N V611"- Lw- 15-o \f,. - 67. L/ V, 97-(, Vc, VCZ- 1-7, F-rl a'k 4- ((3- x -2 VC- IT -2, 0 ..F T By Date,,,/_,/ Checked Date Scale Sheet No. Job No.' 1121/2015 2058.jpg (85Ox579) t �, LLI LL- z C.) .9 0 - -- fl,b PC I CAPAC11TYLITERS PER MINUTE 0 30 45 im CAPACITY GALLONS PER I INUTE 35 30 2 ,.5 20 Z Lu X -i to < 0 5 I-lim http://www.femyers.com/Resources/images/2058.jpg GRINDMPUMPS MYERSO TURNKEY SIMPLEX BAS I N PAC KAG E The Myers" Turnkey Simptex Basin Package is a complete ready -to -go system. This pre-assembLed package installs quickLy with simple pLumbing and electrical connections. APPLItATIONS Residential or Light commercial sewer applications with Long discharge or high static heads SPECIFICATIONS Capaci ties - 42 GPM (159 LPMI Shut-off Head - 105' (32 ml Liquids Handling - Raw sewage Continuous Liquid Temperature - 1050F(410C) Moto r/ELectricaL Data - 2 HP, dry -wound, cap. start/cap. run, thermal overload protected, 230V, 10, 60Hz, 13.4 FLA; 230/46OV, 30, 60Hz, 8.2/4.1 FLA Acceptable pH Range - 5-9 Discharge - 1-1/4" NPT (31.75 mml Sump Diameter Duplex - 36" Motor Housing - Cast iron Power Cord - 20' Shaft SeaL Standard - Dual mechanical seat Basin - Fiberglass, available in 24" diameter x 60"/72"/84" or 96" depths Cover - Thermoplastic Guide Rails - 3/4" standard stainless steel pipe Floats - 16/2 SJOW Control Panel - NEMA 4 rated disconnect panel with alarm Light Junction Box - Fiberglass, N EMA 6 rated Inlet Fittings - 4" compression-styLe hub (included] Outlet - 1-1/4" NPT 1� PENTAIR FEATURES Package Guide Rails Pre-assembLed package. To Package includes pre-assembLed instaLL, simply slide pump cast iron discharge elbow, assembly down guide rail system, discharge flanges, steel spacer, connect plumbing and electrical stainless service and system is ready to go. steeL upper guide rail bra * cket and Lift chain. Also includes bronze Pump gate valve and ball check valve'. Effectivety macerates typicaL do mestic sewage soLids into a fine slurry Cover Rated to withstand momentary Loads of residential Lawn equipment Junction Box AtLows for simple electrical connections, easy service access and protection of connections ORDERINGANFdRMATON: Pump Basin Depth Catalog Number Approx. Wt. Lbs. MROD20OPC2 5 MRGD20-R53 300 MRG020OPC2 6 MRGD20-R65 320 MROD20OPC2 7 MRG020-R75 340 MR002COPC2 8 MRGD20-1 360 69INbEWPUMPS MYERSO TURNKEY SIM PLEX BAS I N PAC KAG E =:11IZ1J;j:1"'4911N VAZI01 Capacity Uters per minute 11-7/16— (291) a 25 so 75 100 125 150 175 F— i i i i i i —10-1/4 -rf 1,10- (261) loo 8 A (203) 80 1-1/4"NPT 60 Disch ge 0 Dimension 12 40 Phase A 1 25(6351 20 .3 21-5/8(5491 0 0 PENTAIR IS 0 10 20 30 40 '50 Capacity gaLtons per minute EMEMEM I rum"IMMEMEME MEROMEMEME MEMEN" - MEN MM MENEM M9 ENE .EM MEMENEEMEM ENEENNE"M MEMMEMMUM USA CANADA 293 WRIGHT STREET, DELAVAN, Wl 53115 WWW.FEMEYERS.COM 269 TRILLIUM DRIVE. KITCHENER, ONTARIO, CANADA N2G 4W5 PH: 888-987-8677 ORDERS FAX: 800-426-9446 PH: 519-606-5484 ORDERS FAX: 800-426-9446 Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. 0 2012 Pentair Ltd. Att Rights Rese"ed. M9042SSE(IV211121 MRGD SERIES GRINDER PUMPS MRGD SERIES Rugged cast iron submersible pump provides capacities to 42 GPM and heads to 112 feet. Dual cutter design reduces sewage to a fine slurry. Dry motor features stainless steel shaft and ball bearings. Silicon carbide seats provide less friction, better resistance to wear, more thermal protection and greater corrosion resistance. Options available are lift out system components, control panels, switches, alarms and basin assemblies. F F APPLICATIONS AAA Sewage, effluent and wastewater removal or transfer, sewage grinding • Motor Housing - Cast iron • Pump Casing - Cast iron • Seal Housing - Cast iron • Shait - Stainless steel • Impeller - Cast iron • Cutters - Stainless steel 440C hardened to 55-60 Rockwell C dual cutter design • Upper and Lower Bearings - Single row ball bearing shielded • Fasteners - Stainless steel In order to provide the best products possible, specifications are subject to change. F F, FEATURES A Motor Dry motor design: Capacitor start/ capacitor run which provides maximum starting torque required to start with trash. Motor windings contain automatic thermal overload protection. Single-phase unit has a time proven springloaded mechanical switch. Mechanical Seats Dual mechanical seals in cast iron housing filled with oil for lubrication. Seals are silicon carbide at the pump's water side and carbon ceramic at the motor side. Silicon carbide provides longer life at the critical seal area. Seal features Buna-N elastomers and stainless steel hardware. Duty Pumps are rated 1050F continuous, 122'F intermittent. Shaft Stainless steel eliniinates corrosion and fatigue for longer pump life. Short shaft extension to reduce deflection and prolong seat and bearing life. Float Switch SJE Pumpmaster Plus 20'. Impeller Cast iron 10 vane for maximum clearing of particles. Adjustable Mounting Feet Stainless steel provided with rubber bottoms to reduce vibration. Cord 149a. SOW (3 phase) and 16ga SOW (1 phase) with secondary strain relief 20'. F F F ORDERING INFORMATION Catalog Full Load Number HP Volts Phase* Amp� Discharge MRGD20OPC2 2 230 1 13.4 1-1/4' NPT MRGD200MC3 2 230/460 3 8.2/4.1 1-1/4" NPT *3 pkase modeZs aTe pm -wired JbT 230 Volt. a," CIP S This product is Listed to UL Standards for Safety by Underwriters Laboratories Inc. (UL). N Pentair Water I Customer Service: 419.289.1144 1 Fax Orders: 800.426.9446 1 www.myerspump.com I Form No. M9148SSE MRGD SERIES GRINDER PUMPS F OUTLINE DIMENSIONS CROSS SECTIONAL VIEW A Phase Dimensb A 1 25 (635 3 21-5/8 (54 1-1 Di, ff Dimensions in inches (mm) are for estimating purposes onLy. 6 PUMP PERFORMANCE "i"q a per minuie 'o 2' 4- 'o 4- 75 100 125 150 175 0 Rubber coated handle 0 Upper and lower heavy duty 120 36 @ AU hardware stainless steel ball bearings 0 Dry capacitor and switch 10 Stainless steel shaft housing for ease of servicing Dual mechanical seals in an 100 --30 *1 chamber. Silicon carbide 0 Dry capacitor start/run oi motor provides maximum at the water end; carbon 80 24 starting torque. No need cerami'c'at the motor end. 2 for control panel on single Cast iron 10 vane impeller phase units. for maximum clearing of 60 18 4; Cast iron housings with particles cu baked on epoxy coating @Hardened 440c stainless % to resist corrosion cutters and cutting 40 --12 0 1-1/4" Discharge ring. Replaceable without 0 Secondary cord stain relief disassembling pump. 20 -- 6 0 14 gauge or 16 gauge (0 Stainless steel legs with SOW cord for maximum rubber feet adjustable oil and water resistance. to 1/2' 6 0 Easily serviceable. 50 10 20 30 40 Capacity gaLlons per minute Pentair Water, Pentair Water I Customer Service: 419.289.1144 1 Fax Orders: 800.426.9446 1 www.myerspump.com I Form No. M9148SSE (4/07), 6 'I MACDONALD RESIDENCE 19110 80TH AVE W EDMONDS, WA 98026 OWNER LEGAL DESCRIPTION TODD & CHERYL MACDONALD LOT 5,'BLOCK 6, OSCAR E. JENSENS 406 195TH PL SW SEATTLE SUBURBAN TRACTS, ACCORDING LYNNWOOD, WA 98036 TO THE PLAT THEREOF, RECORDED IN 206.919.0945 VOLUME 9 OF PLATS, PAGE 8, RECORDS CONTACT OF SNOHOMISH COUNTY, WASHINGTON co CO JRIM = 3 NB9*26'12"E 193.04' 1, IE-2= _c' RIM 377.08 60.00, E 374.43 "n f J - F' liz 'R51) N89'26'03"E 193.05' A 7 p 20 !4� CAUTION! CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIM HOURS PRIOR TO CONSTRUCnON 1-800-424-5555 FINISHED GRADE - FIBERGLASS JUNCTION BOX ELEV - 377.25 f ELECTRICAL CONDUIT ELEV =376.25 2* POLY FORCE -111= MAIN (IE = 375.53) CHECK VALVE 24.96* FIBERGLASS BASIN GATE VALVE STAINLESS STEEL GUIDE RAILS 2" POLY DISCHARGE PIPE 374.58 WITH 11 "TO 2" REDUCER 4- PVC INLET IE = 372.98 MYERS MGRD200 GRINDER PUMP — 37LOS 2" VEIIIT TO HOUSE IE 372.88 369.93 _['r�.—STEELANTI FLOATATION FLANGE CONCRETE ANTI -FLOAT BASE (1, cu FTCONCREM L ENGINIEeRING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 77B-5536 ITA 01125115 z L) V) DESIGN: JTE DRAWN: ZOS CHECK: JPU JOB NO: 15011.20 DATE: 01/23/15 Ld z 6 Lu 37-�: " 0 0 Fn �LL' aOo, V) Ld < -zt -j < C) co V� a 0 C) Z LLI 0-0 C) 3: 0 < LLJ z :2 Lu U) < SHEET C-1 MACDONALD RESIDENCE 19110 80TH AVE W EDMONDS, WA 98026 OWNER LEGAL DESCRIPTION TODD &CHERYL MACDONALD LOT 5, BLOCK 6, OSCAR E. JENSENS 406 195TH PL SW SEATTLE SUBURBAN TRACTS, ACCORDING LYNNWOOD, WA 96036 TO THE PLAT THEREOF, RECORDED IN 206-919.0945 VOLUME 9 OF PLATS, PAGE 8, RECORDS CONTACT OF SNOHOMISH COUNTY, WASHINGTON I I �. I I _(3-7 4)- (374) Co RIM 382 23 N89*2 '12"E 193.04' 1 1 IE 273 23 22.5' CO 60-OV RIM 377 08 PVcl.@_2_Oy 2"44;0 FM (20 PSI) W/ 2'-6" RED EXIST 6' WITH "Y" INDERPLI.IWIT. STUD CONC ANTI -FLOATATION TO SIDE SEWER PE 2* V� UNDERGROUND '"T To 0 SE ELECTRICAL CONDUIT I BASE IN 24. 8 WY 01% C. '2? -E NEMA4 RATED DISCONNE CT PANEL W/ ALARM LIGHT (AUDIBLE ALARM 3'6 14 "/2 S �'/11. 'I�E LOCATEDWIDIIN RE IDENCE) BIB 4" CO IE 372.88 --------------- /X z 7 NB9*26'03"E 193.05' Al &WER PLAN __�SEn 2'0 ID 210 "'Da ENGINEERING DIVISION �JE AS NOT -,D Date:_l t < RIM ELEV = 377.25 FINISHED GRADE ELEV = 377.08 2" POLY FORC:;4 I Mlq MAIN (IE - 375.53) rATE VALVE 24'x96" FIBERGLASS BASIN 374.58 9 Z. 3'-0" DET�AIL s IUTIONI I CALL BEFORE YOU BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COM PLET . CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF4 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 �:lj FIBERGLASS JUNCTION BOX ELECTRICAL CONDUIT ELEV = 376.25 CHECK VALVE 2" POLY DIS(HARGE PIPE WITH I 1"TO 2"REDUCER STAINLESS STEEL GUIDE RAILS 2"VENT TO HOUSE IE = 374.83 4" PVC INLET IE = 372.88 REVISION - STEEL ANTI JAN 29? 20b FLOATAnON FLANGE 'M BUILDINGV:DEEDPMlWj3ESN'r rally 0 - CONCRETE ANTI -FLOAT BASE (21.S CU Fr CONCRETE) VLD Zol�1501 8"TREEIT FILE ISENGIMERING 250 4TH AVE. S., SUITE 200 EDMONDS . WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 rql 28/ I� DESIGN: JTE DRAWN: zos CHECK: JPU JOB NO: 15011.20 DATE: 01/23/15 (o C'4 0 LL, DO w > 0) V) _j < c) 00 z 0 0 C> Z_ LLJ 0 0 c) :2 o Ljj z La 0 < SHEET C-1 Mr, Todd MacDonald 406195"' Place SW Lynhwood, WA 98036 J . anuary.l. 2014 Project'No. 13062 JAN 17: 11111G OEPARTMENT Sbl*ct; Origin -at Grade Detemlillatiou 4-11CILM OFIEDMONDS MacDonald Residence 1,9110 80" Avenue W Edmonds, Washington r7ho undersigned was onsite oil January 2. 2044 to completo several additional I and hole. excavations to supplement our exisilng knowledge of tha,�ubmr('ace conditions on thosubject property, Tho City has asked for flie 116ght calculations tiv, the phinned new rosidunce it) ho basedon original grade for tho lot. Tile flollOwing letter i I s bused on the hand dug explorations and on. our review of the surrovinditig topography. Tile subject property is underlain by Vashon lodgment till s,ediments. During the initial developniont of the pr�;vious- house, tile oriOlial topsoil and woathured lodgernwil till. Poilg were removed from theuppor uttmm portion oft . lie property wid plaoLd acros.q flie weMera g3de of Clie property in a thin lift. Better quality.fill materials were flicil placed to provide driveway accoss across the cast portion of the lot, The fill, across the out side was found to be 12 to 16 inchas th . ick in the explorations mid sot to bear against the lower portion of thu weathered: lodgment. t.ill. sudi-ments, The typical. sequence of undisttirbed. soils atop Vashon till sediments Consim's of 12 to 16 inches of orgai�e rich topsoil over 24 to 36 inches of weathered till sediments, Based oil the elevation of the dense, unweathered lodgment fill at the eu-st sido of the planned rosidence I I ocation and the addition of a minimum of 2.5 foot of topsoil and' weatherod soil (very conservative), tile original grade of tile lot at.puints, B and D wus 381 or highm The original gmdo.at the lower west side, Voii%Vs A and C on the site plan, wasbetween 375 and 376. The Varlution comes from (in uncu.rtainty of hovv far down into die undisturl)od till'soils the original house was excavated wid whether or not the.re was three or four fout of original topsoil/weathered soil atop the parent sediment. It is our opinion based oil our obser,vations and. explorationa that the existing gtades around th( - old house location arc all at least a f6ot lower tban the original grade -of the lot. We trust that this hirori-iiation will a�id with t . lie desig-n wid development of the new residence. I'leaso'contact us if yott nood further geoteclinical 0 N.iqe or consultation, Sincerely :711 at Consulting, pile V" Gootechnic, Jailley S. Battomiann, P.F� "'TREET FILE A 77 (425) 273-5062 OGC, plic 14267 20901 Avenuo N�- 0.0 %43' �ob S11EYE, PE-RICENT SPE,6.1.* FINER PEkCgNt' #101 400.0, #40 36.6. T 1', #1'0'0' 11.8 #200 .6.5 P4ss? Flne� 50.1' Wl Deg6rip—tion', Gray/Bm, Sl Silty Sand ow 6.5, Aftiad "er Iinjits PL= NA LL= NY pl= Cooffidents. Dgo= 1.1127 '0.3777 D85m '0.8955' D.50= 030=,0.2654 b-I 57. 6.175& Djo= 0.1324 Cu= 143 CC=. I.IJ classific6tim uscs= ..'AASHT;O= Remarks ReceiYed: 1/10/2014 Tested: 1/13/2014 Equipment: 53, 58, 66, 141 Battermann 6G_eLo,Oercc, hnical Consulting November 5, 2013 PLLC Project No. 13062 Mr. Todd MacDonald 406 1951 Place SW Lynnwood, WA 98036 Subject: Infiltration Testing MacDonald Residence 19110 80'h Avenue W Edmonds, Washington The undersigned was onsite on November 5, 2013 to complete infiltration testing in the rear (west) yard of the planned new residence at the subject project location. The existing residence was recently demolished and a new single-family residence constructed on the lot. The new residence will have a slightly larger foot -print than the existing house but will be located near the eastern side of the lot in basically the same location. as the old house. The old roof down spouts discharged into both splash pads onto the ground surface surrounding the home and into pipes into the ground to an unknown location. Past dispersion of storm water on the lot hasnot caused erosion onsite nor was there visual evidence of past standing water onsite. From the slope of the lot and observations of existing flow paths, all excess surface runoff that discharges onto the lot from the splash blocks, which does not infiltrate, flows west to a large green belt area west of the property - The lot currently contains a single story slab -on -grade shop near the north central portion of the lot. The old residence was located near the east side of the property. The front (east) yard consisted of a gravel driveway to the old house location. and a small grass lawn. The south central portion of the property and the west end consisted of grass lawn. There were no trees on the property. The property was surrounded on the north and south by other residential properties. The lot sloped down gently from the west side of 80" Avenue W across the east end of the property. At the location of the old house, presumably a daylight basement, the slope steepens down to the east and then flattens across the central and western portion of the property. Total elevation change across the lot was on the order of about 8 feet. There was no standing or flowing water on the lot. I We excavated five 1.5 to 3 feet deep hand holes in the south central lawn area (south of the existing garage). The soils encountered consisted of medium dense, damp, grey and brown layers of mixed silty sand with some gravel, fine to medium sand with some gravel, and gravely sand -,vith some silt. This material was fill soil that was placed over the entire central and western portion of this lot and the neighboring lots to the south, we presume during the intial development of the area. Under the fill soil were medium dense to dense, damp, orangish grey, silty fine to medium sand with some gravel. This material was weathered Vashon lodgement till BGC, plic 14267 209" Avenue NE Woodinville, WA 98077 (425) 2!7-��750 2,Rt;2 N10"V, 19 STREET FILE St--' Girt deposited at the base of the last glacial advance into the Puget Sound region about 15,000 years ago. Water was placed in three of the hand holes to depths of 8 to 10 inches. After an. hour, the water levels had dropped from 1.5 to 4 inches from the holes. Using the worst case, the rate of infiltration in the upper soil horizon. based on our tests was 1.5 inches per houn It is our opinion that a rain garden will be suitable to allow the mz(jority of storm water.the opportunity to return. to the ground water regime. with only the heaviest storms discharging as sheet flow to ground surface. Overflow from the rain garden will flow as surface flow -to the green belt area west of the property. For design purposes, a factor of safety of 2 should be applied to the tested infiltrationrate. We trust that this information will aid with the design and development of the new residence. Please contact us if you need further geotechnical engineering service or consultation. Sincerely Battermann Geotechmcal Consulting, plic Jamey S. Batten-nann, P.E. BGC, plic 14267 2091 Avenue NE Woodinville, WA 98077 (425) 273-5062 PLANNING DATA SINGLE FAMILY RESIDENTIAL =FILE Name: LLC, I R80!j Alor- lodd MTAO.I.A4 Date: Site Address: I It In samm Ave— NJ Tax Parcel: 00 gs I r. o0co 00-,5-on Project Description: -Nedo SFp,. Plan Check#: BL-t).ZO1313oi Reduced Site Plan Provided: NO) Zoning: Map Page: Corner Lot: (YES Flag Lot: (YES 4D Critical Areas Determination #: -C*&JQi'A00R2. El Study Required.' Waiver SEPA Determination: EK L&mv& Exempt' El Needed (for over 500' cubic yards of grading) 0 Fee El Checklist El APO List with notarized form Required setbacks Street: Side., Side: Rear: E IQ (S)i J 0 ;to ActualSetbacks Street: Side: (14) 25 31, Side, Rear: 10 JS� Detached Structures: Ex;r.�', dt��CJ 6%x- El Rockeries: 11 Fences/Trellises: r 0 .1 Bay Windows/Projecting Miodulati n. Stairs/Deck: 2,d S,6ry de-r-k ;& %,�Aao.-- hogki &ce-- HieiOht SAV- tluN. Datum Point: Datum Elevation: a.5-1 ve—W Maximum Height Allowed: (qo_3,) Actual Height, ,q. gp YO 2. YX Offier Parking Required: 9" S Parking Provided: Lot Area Ll 76 .4. Maximum Lot Coverage: 35% Proposed:, ;L0. 0 .&C cz/A*A-�C4 Gar%& OG Yqt 0 via 0 5+%.;r-s 46 Dzc�k-- 710 & Lot Coverage Calculations: . ,,,ra V�* 4 Ea+ryc 110 7 3W 0 Ta�� so I 4t -t 16, !1765 it 10: o Y% ADU Created: (YES 4D Subdivision: Legal Nonconforming Land Use Determination Issued: (YES Comment5 .Plan Review By: Planning Data Form 07-14-09 YI. yiW V. 17 X, a Al ry I & , .... Wl Wvx)-, 7Q.; JA r lz t;w do % . 0 STREET FILE CITY OF EDMI101MOS CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525 DEPARTMENT OF PUBLIC WORKS CERTIFIED MAft Mr. an d Mrs. Humphrey 19110 80th Avenue West." Edmonds, Washington 98020 Dear Mr. and Mrs. Humphrey: HARVE H. HARRISON MAYOR December 13, 1978 A field inspection made of the public right-of-way adjacent to your property revealed an.excavated open trench for awater service line coming from your house. This exca- vation is in violation of City Ordinance #1935, which requires a Right-of-way Construction Permit. A search of our records shows that no permit was issued within the last ninety (90) days f * or work in the right-of-way at your -address. Therefore, you are directed to comply with City Ordinance #1935 by December 21, 1*978. If you ha ve any questions regarding.this matter, please feel free to contact this office. 'P0 very truly, FRE(DF" HERZBERG, P.E. City Engineer JES:jak cc: City Attorney S terlid Tx.1 Adm n Sec t. P.W. Dir. Dt. NOTICE: No warranty of accuracy. The information'shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of 'Edmonds does not warrant the accuracy of anything set forth on these map(s-). Any person or entity -requesting a copy should conduct an independent inquiry regarding the information shown on th-e -map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officer--) shall be liable for th Ll ie information given on this map(s), nor for any one representation provided based upon said map(s). CITY OF EDMONDS �when-work -Call PIR.9pect 64ib :,CIVIC CENTER WATER -SEWER DEPARTMENT, - - :11. -, - — s dy for Anspectim., -46,�Jriii;�c_ -re - f - k, INO 22' 0 tlon's'-Sat. r.day, Sundaj_o:i:.hoIJI&6yq.) SIDE SEWER PERMIT ADPRESS; ................. 1,9110 ... . .... 8Qt.b ... Amenmp_.Xest ....................................................................................... ........................... . N ...... W OWNER ... ........................................................ CONTRACTOR ........ Rus.s.�e.1_1 ... J.ohn.S9!! .................................. Perniission is granted ...... N#y...'2_5 ....................... 19 ... A7, for ......................... days. to REPAIR.or CONNECT a side sewer :,,vitli,City Sewers in accordanee with application on file and governing ordinknoes. ATTENTION IS CALLED TO THE FOLLOWING: -NOTE No.,. 1—The owners of the. property may obtain a permit to construct -sewer inside property line: A licensed Side Sewer Contractor must. be employed 'to construct side sewer In street area. Do not cover any portion of sewer before It has^been inspected. NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governlng�slde sewers when you get permit. NOTE No. 3—To'p of side sewer must have at least 30 Inches coverage at property line and 12 inches Inside property line; minimum grade of 2%. No bends In grade shaxperthan % will be permitted. N :No. 4—Trenches In street must be water settled �nd surface of street restored to original condition. Contractors shall be -responsible for failure due to improper work which may develop within one year,of completion. NOTE No. 5—It is unlawful 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 appur- tenances except to insert the pipe into the wye. RFICEIPT FOR CERT ED MAIL-30� (plus postage) SENT TO POSTMARK Mr. & Mrs Humphrey OR DATE STREET AND NO. 19110 80th, Nvenue Vest (71 P,O., STATE AND ZIP COUE LID Edmonds, Washignton 98020 CD OPTIONAL SERVICES FOR ADDITIONAL FEES RETURN 1. Shows to whom and date delivered ............ 150 wcz Wit 11 delivery to addressee only ............ 65� RECEIPT 2. Shows to whom, date and where delivered .. 350 SERVICES With delivery to addressee wily ............ 7ffEL I MVE 11 1 1 .............. 50d SPECIAL DELIVERY (e.tra fee rqui red) - .. ... - I — PS Form NO INSURANCE COVERAGE OROVIDED— (See othor side) Apr. 1971 3800 NOT FOR INTERNATIONAL MAIL * GPO: 1970 0-397-468 MACDONALD RESIDENCE 19110 80TIH. AVE W EDMONDS, WA 98026_ OWNER LEGAL DESCRIPTION TODD & CHERYL MACDONALD LOT 5, BLOCK 6, OSCAR E. JENSEN5 406 195TH PL 5W SEATTLE SUBURBAN TRACTS, ACCORDING LYNNWOOD, WA 98036 TO THE PLAT THEREOF, RECORDED IN 206,919.0945 VOLU M E 9 OF PLATS, PAGE 8, RECORDS CONTACT OF SNDHOM15H COUNTY, WASHINGTON 8 A P. "I, li f CO"A' D RI C' IE_�121'31 L N89'26'12'E 193-04' — — —co RIM 377.08 60 00' IE=3 A Ovv I D, LL_7 SID iM (200 PSIf I,, W/ 2'-6- REDUCER ------------- C. , <�G.'IINEER PUMP WITH E ST 6- STUB WIT;;..Y. I, C 10 SIDE SEWER FIE NOWN R N ANI"LOATATIOW qn)! BASE IN 24' - - - (380)- -,L - 2** V UNDERGROUND El �i 2 IT' 10E ELECTRICAL CONDUn W 2' C OR, WOOD F RAME NIMA4 RA ACE T D DISCO NECT PANEL W/ ALARM LIGHT I UDIBLE ALARM HOUSE LOCATEDWITHIN RESIDENCE) BIB 4 Co IE 372 88 7 L _r 71 "J�F m= -s' it-379.1i z 7� 7, N89-26"D-] 30 00' N89-26'03-E 1�i _EI fl, W/ PFOPERI Ai 20 0 10 20 ENGINEERING DIVISION RV16vo M 2, k?F(4vF_b A"VE lf� . OTILATJ UV0089P, Fff NOT D Date: I �,'q' -7--Tr- ft"WtALk I/Z7/lc.� ,R�M ELEV = 377.25 F N SHED GRADE ELEV = 377.08 2" POLY FOR E MAIN (IE - 375.53) GATE VALVE 24"x96" FIBERGLASS RASI N 374.58 MYERS MGRD200 GRINDER PUMP 371.05 CAUTION! CALL BEFORE YOU DIGI BURIED UTILIT ES EXIST IN THE AREA AND UTILITY I ' INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT _ C TY THEONE ALLUTILI LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 FIBERGLASS JUNCTION BOX ELECTRICAL CONDUIT ELEV = 376.2S - I 4= eNGINIEEIEERING 250 4TH AVE. S., SUITE 200 EDMONDS . WASHINGTON 98020 PHONE (425) 778-8-50D FAX (425) 778-5536 9 5 A F- ol/ 26/ 1�7 CHECK VALVE DESIGN: JTE DRAWN: zos 2" POLY DISCHARGE PI E WITH I TO 2"REDUCER CHECK: ipu JOB NO: 15011.20 STAINLESS STEEL GUIDE RAILS DATE: 01/23/15 2" VENT TO HOUSE IE = 374.83 4" PVC INLET IE = 372.88 REVISIO JAN 29 2015 STEEL ANTI FLOATATION FLANGE -aulLDING, DEPARTME UJI T UZ to c)F EDMONDS ui �:: " C) ,lTy LLI 00 CONCRETE ANTI -FLOAT BASE (21.5 CU FT CONCRETE) U) LAJ > (7) V) -j CD Li 00 �LD q0 13 IFO I z 0 Uf 00 7: Ld 3'-0' 0 0 �:: o 0 < LLJ Z LAJ M < �lt �DITAI SHEET: STRE-ET.Fla I C-1 V0 STREET FILE ENGINEERING JAN 2 3 2014 BUILDING DEPARTMENT 31 CITY OF Ef MONDS GRINDER PUMP CALCULATIONS 301 .2504 th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 MacDonald Residence Ufl "T-\/ Mgt IvetTz— ENGINEERING DIVISION At-t-HUVED A Date: t 19,10 80th Ave. W Edmonds, WA 0112312015 CG Project No.: 15011.20 MacDonald Residence Grinder Pump Calculations Grinder Pump Calculations This package contains: - Flow/Storage Calculations - Head Loss Calculations - Cycling Calculations - Buoyancy Calculations - Pump Performance Curve - Basin Package Specifications - Pump Specifications - 11x17 Construction Cut -Sheet January 23, 2015 Page 1 A pump system and service location nearby was selected so repair/replacement could be provided within 24 hours if needed. For repair and maintenance contact the following FE Myers authorized dealer: Water Systems & Pump Service LTD 1014 8" St. NE Auburn, WA 98002 877.865.2514 sales@911nowater.com 4= - 4M ENGINEERING 250 4' Ave S Edmonds, WA 98020 p. 425.778.8500 f. 425.778.5536 LOLJ 1-�T-o 17,A &,G CAL45 Oe 400 ga-VAOL7 F 1�0j-1 D EPA Pj�'Ck) —I Of I Obu �-(AL f7L&-j R,4TI55 gj�pol'�T) P69,k : � e. 6,�, 4,�-r -- 72�1-' 'v (0.71 rv--" lb�- 6CJ- Jora 3 2�5 qo'�� 69��C Description fwlt'i (>xfJawr-' CM,cs By 1�-C: Date6r1/_Z_L/15 ENGINEERING Checke�) pu Date Scale Sheet No. 250 4th Ave. South Suite 200 Project -b No. Edmonds, WA 98020 /vka.,rJ)O 11 CA, 425.778.8500 www.cgedgineering.com (-AV-1S Pel't) tlr�s -2," PIK "0 ts's GATS VALVC UECV� VALVE (_DLA—PLJ�Jj� X3 Oi4V 35 E)�) LA D, 1. -zy PO 0.371 0 D -CAL(- J LAdZ1 RU 16&7 Pr v= -Z.5 -Y 10 FT 1-.1sc-c R G "2-q, -7 6--il: (60DDO� 'PIPC C-*1 -T 1,6 Le,`7 7 OG F- Le -57, 03, FT - (FT) F-- L V 1�67 -7- CTISC-C' J6,7 67�3 Pf- 31 C-LEVATIC&J ZJ,,=r '3-75,53-30-93 -:- 10,7 TOTAL bLOL�- + 0.73t �-10-7 Description By Date Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 Zlaz�Dmodd 425.778.8500 www.cgengineering.com -10 - F P ELPO' -7 �J L-g \-): 72J � -7 C-7 - (I �T)7- TL 7::: Ll - P —(Z Vff .-2-- -T-)0.1y �--r?-) �7 VMC- f-'OR PLAMIO �-O AiviD . ra-t- C�J 46iA11V L-1 67ALII-i W 0' C, 'F1 -�l C TO U-FA 9 Li—f—(nAL TO Ft Ll- L11 �AL&l IN Tf /`1 G 6YAL. � — A L111 IN 7r, -7 M 11V 0, \5-D H 9 / (-W-LE 0, Description 0 (7- C RL-C By '-�Tc- Dat Checked Date 0 �/N - � (Z? /f T ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 M 425.778.8500 -LO www.cgengineering.com I I —i Vzkb Ymc.� cALa V, u')ch-r - 9 � 4 -;; v ft(!ff), . y 61 w �:: � Fs -:- 15-6 9 o 3 16 F,,= F,' - D. x V, - V, x bw F� �- ANT/ - FUJ 4-r,47-loO FOi3 �C- b b )5'0 %/P�' ,` ),-OASi'� (w \JL- :-- vd""'�- 0�- 67-11Vc- -::- 9-7-6,Vc- \/Cl- ITI F-O> -Q;f� -1,0�/ , -Z(. qg Fp 0 V, 'Tr- y I r q2 _FT r./ -.2, 0 ..F T BY \7T—C Date Description 01/ 4= Checked Date ENGINEERING Scale 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 dq AeAk�p-- 425.778.8500 www.cgengineering.com 1/21/2015 2058.jpg (85Ox579) t LLI LL- Z .9 Io.. It. fq FT CAPACITY LITERS PER MINUTE 25 50 75 100 200 120 90 60 '30 0 Is 30 . 45 CAPACITY GALLONS PERMINUTE 35 30 V 2 uj 5 t z 20 Z Is ui X —i 10 < F- R- Mom hftp:/Avww.femyers.com/Resources/images/2058.jpg IGRINDER PUMPS E MYERSO TU R N KEY S I M P LEX BAS I N PAC KAG E The Myers'O Turnkey Simptex Basin Package is a compLete ready -to -go system. This pre-assembLed package instalLs quickLy with simpLe pLumbing and eLectricaL connections. I APPLICATIONS Residential or light commercial sewer applications with Long discharge or high static heads SPECIFICATIONS Capacities - 42 GPM (159 LPM) Shut-off Head - 105' (32 m) Liquids Handling - Raw sewage Continuous Liquid Temperature - 1050F(410C] Moto r/ELectricat Data - 2 HP, dry -wound, cap. start/cap. run, thermal overload protected. 230V, 10, 60Hz, 13.4 FLA; 230/46OV, 30, 60Hz, 8.2/4.1 FLA Acceptable pH Range - 5-9 Discharge - 1-1/4" NPT (31.75 mm) Sump Diameter Duplex - 36" Motor Housing - Cast iron Power Cord - 20' Shaft Seal Standard - Dual mechanical seal - Basin - Fiberglass, available in 24" diameter x 60"/72"/84" or 96" depths Cover - Thermoplastic Guide Rails - 3/4" standard stainless steel pipe Floats - 16/2 SJOW Control Panel - NEMA 4 rated disconnect panel with alarm Light Junction Box - Fiberglass, NEMA 6 rated Inlet Fittings - 4" compression -style hub (included] Outlet - 1-1/4" NPT Package Pre-assembLed package. To install, simply slide pump assembly down guide rail system, connect plumbing and electrical service and system is ready to go. Pump EffectiveLy macerates typical domestic sewage solids into a fine slurry Cover Rated to withstand momentary Loads of residential Lawn equipment Guide Rails Package includes pre -assembled cast iron discharge elbow, discharge flanges, steel spacer, stainless steel upper guide rail bracket and Lift chain. ALSO includes bronze gate valve and ball check valve. Junction Box Allows for simple electrical connections, easy service access and protection of connections ORDERING INFORMATION Pump Basin Depth Catalog Number Approx. Wt. Lbs. MRGD200PC2 5 MRGD20-R53 300 MRGD20OPC2 6 MRGD20-R65 320 MRGD20OPC2 7 MRGD20-R75 340 MRG020OPC2 8 MRGD20-1 360 4� PENTAIR IGRINDER PUMPS MYERS" TU RN KEY Sl M PLEX 11-7/16- (291) —10-1/4 (261) 8 Dimension Phase A 1 25 [6351 3 21-5/8 (5491 0 PENTAIR BAS I N PAC KAG E USA 293 WRIGHT STREET, DELAVAN, WI 53115 WWW.FEMEYERS.COM PH: 888-987-8677 ORDERS FAX: 800-426-9446 JT V 49 12 Capacity titers per minute 0 25 50 75 100 125 150 175 ft"ZINNIMMEMEM MENOMMEMME lMMMIMIMMIMMMIM MEN MENEM N mom No MEMEMEL%em-Em MEN MENNEN NINEEMILIMM11 MMEMMMMWEM MENIMMEMERM MENNEN M I mmimm� 10 20 30 40 50 Capacity gaLLons per minute CANADA 269 TRILLIUM DRIVE, KITCHENER, ONTARIO, CANADA N2G 4W5 PH: 519-606-5484 ORDERS FAX: 800-426-9446 Because we are continuousty improving our products and services, Pentair reserves the right to change specifications without prior notice. 4 V 4) 0 E 0 2012 Pentair Ltd. Atl. Rights Rese�ed. M9042SSE (12/21P21 MRGD SERIES GRINDER PUMPS MRGD SERIES Rugged cast iron submersible pump provides capacities to 42 GPM and heads to 112 feet. Dual cutter design reduces sewage to a fine slurry. Dry motor features stainless steel shaft and ball bearings. Silicon carbide seats provide less friction, better resistance to wear, more thermal protection and greater corrosion resistance. Options available are lift out system components, control panels, switches, alarms and basin assemblies. F! APPLICATIONS Sewage, effluent and wastewater removal or transfer, sewage grinding • Motor Housing - Cast iron • Pump Casing - Cast iron • Seal Housing - Cast iron • shaft - Stainless steel • Impeller - Cast iron • Cutters - Stainless steel 440C hardened to 55-60 Rockwell C dual cutter design • Upper and Lower Bearings - Single row ball bearing shielded • Fasteners - Stainless steel In order to provide the best products possible, specifications are subject to change. F !F FEATURES W 'A Motor Dry motor design: Capacitor start/ capacitor run which provides maximum starting torque required to start with trash. Motor windings contain automatic thermal overload protection. Single-phase unit has a time proven springloaded mechanical switch. Mechanical Seals Dual mechanical seals in cast iron housing filled with oil for lubrication. Seals are silicon carbide at the pump's water side and carbon ceramic at the motor side. Silicon carbide provides longer life at the critical seal area. Seat features Buna-N elastomers and stainless steel hardware. Duty Pumps are rated 105OF continuous, 12 2 0 F intermittent. Shaft Stainless steel eliminates corrosion and fatigue for longer pump life. Short shaft extension to reduce deflection and prolong seat and bearing life. Float Switch SJE Pumpmaster Plus 20'. Impeller Cast iron 10 vane for maximum clearing of particles. Adjustable Mounting Feet Stainless steel provided with rubber bottoms to reduce vibration. Cord 14ga. SOW (3 phase) and 16ga SOW (1 phase) with secondary strain relief 20'. F FFORDERING INFORMATION Catalog Phas Full Load Number HP Volts e* Amps Discharge MRGD200PC2 2 230 1 13.4 1-1/4" NPT MRGD200MC3 2 230/460 3 8.2/4.1 1-1/4" NPT *3 phase models are pre -wired for 230 volt. 60 @ This product is Usted to UL Standards for Safety by Underwriters Laboratories Inc. (UL). Pentair Water I Customer Service: 419.289.1144 1 Fax Orders: 800.426.9446 1 www.myerspump.com I Form No. M9148SSE MRGD SERIES GRINDER PUMPS —11-7/16- (291) 10-1/4 (261) Phase Dimenst A 1 25 (635 3 21-5/8 (54 (203) Dimensions in inches (mm) are for estimating purposes onLy. Capacity titers per minute 10 25 50 75 100 125 150 175 &"I �Rnm MEN NE NOMINEE 'NINE OE MENEENOMEN MMMMNMMME1M MMMM0MM"E1M MEMMEMEMEM MEMMEMERIM MENEEMERNE IEMMME1MMM,zM MENEEMENIVE MMMM1EMMMIAM 100 4j 80 M 60 M 4j ,o 40 20 10 20 30 40 50 Capacity gaLLons per minute 36 30 LA 24 W E 'CE 18 M cc 12 6 0 0 Rubber coated handle 0 All hardware stainless steel Dry capacitor and switch housing for ease of servicing 0 Dry capacitor start/run motor provides maximum starting torque. No need for control panel on single phase units. 0 Cast iron housings with baked on epoxy coating to resist corrosion 0 1-1/4" Discharge 0 Secondary cord strain relief 14 gauge or 16 gauge SOW cord for maximum oil and water resistance. Easily serviceable. Upper and lower heavy duty batl bearings (0 Stainless steel shaft IS Dual mechanical seats in an oil chamber. Silicon carbide at the water end; carbon ceramic at the motor end. (D Cast iron 10 vane impeller for maximum clearing of particles Hardened 440c stainless cutters and cutting ring. Replaceable without disassembling pump. (D Stainless steel legs with rubber feet adjustable to 1/2' Pentair Water- Pentair Water I Customer Service: 419.289.1144 1 Fax Orders: 800.426.9446 1 www.myerspump.com I Form No. M9148SSE (4/07) MACDONALD RESIDENCE 19110 80TH AVE W EDMONDS, WA 98026 OWNER LEGAL DESCRIPTION TODD & CHERYL MACDONALD LOT 5, BLOCK 6, OSCAR E. JENSENS 406 195TH PL - SEATTLE SUBURBAN TRACTS, ACCORDING LYNNWOOD, WA 98036 TO THE PLAT THEREOF, RECORDED IN 206.919.0945 VOLUME 9 OF PLATS, PAGE 8, RECORDS CONTACT OF SNOHOMISH COUNTY, WASHINGTON 1-3-101?f INCICD FR�NIE G�,RAGC —(374)—� N89'26'12"E 193.04- ............. N89*26'03"E 193.05' RIM = 377 .08 IE = 3.3 2"VENTTO HOUSE W1 2- CO BIB SET RE�,'AR/CAP "15025" AT PP-PERTY co CO "RIM 387 2 1, IE 273.23 60.0(r DE SEWER PE� OW 307ER - - - 380-1- - - GRINDER PUMP WITH CONCANTI-FLOATATION BASE IN 24' BASIN To NEMA4 RATED DISCONNECT PANEL W/ ALARM LIGHT (AUDIBLE ALARM LOCATED WITHIN RESIDENCE) 1/74" CO IE - 372.98 I E 1-�: (3)WIA LECAPE WM MH RIM IE IML ,E= 0 GR4S� TIE WALL. 30. DO' SET ' nK Y41 AT PFI�PERTY CO�NIEF. I I M�-- I 20 0 10 20 "Do 49 1 L CAUTION1 ICALL BEFORE YOU DIGI� RBURIED UTILITIES DUST IN THE AREA AND UTILITY — MATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 1 HOURS PRIOR TO CONSTRUCTION 1 1-800-424-5555 FINISHE GRADE r F BERGLASS JUNCTION BOX ELEV� 3T7.25 ElLBECrRICAL CONDUIT ELEV = 376.25 ENGINEERING 250 4TH AVE- S., SUITE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 OVAL P.- - ,�Mllsr E z 2 Lo C3 Fx L) 2 V) gi w Olm 2' POLY FORCE IL17 . . . I . . I . Eril..: 1� M,!UN (IE = 375.53) CHECK VALVE DRAWN: zos 24"191' CHECK: JPU F13ERGLASS BASIN JOB NO: 15011.20 GATE VALVE STAINLESS STEEL GUIDE RAILS DATE: 01/23/ 2* POLY DISCHARGE PIPE 374.58 WITH 11 "TO 2" REDUCER 4" PVC INLET i? b IE = 372.88 MYERS MGRD200 GRINDER Pump 371.05 1 2" VENT TO HOUSE IE = 372.98 -7 369.83 LJJI STEEL ANTI U FLOATATION FLANGE z LZJ 0 L, 00 C ETE ANTI -FLOAT BASE (L7NCR CU FT CONCRETE) v) > M Ld < < _j w .9 < v -j < a < LLJ z CIO 0 Of C) 0 C:) Z LjJ 3'-(r PUMP DETAIL La ul < V-P � SHEET: C-1 'REET FILE Certificate of.Occupancy Building Division 'r4c. I S9%1 This certificate is issued in accordance with the requirements of Section 111 of the 2012 International Building Code certifying that at the time of issuance this single family residence was in compliance with the applicable provisions of the codes and ordinances of the city regulating construction and use of buildings. Description: 64 -Single Family Residence New Site Address: 19110 80TH AVE W, EDMONDS Permit No: BLD20131301 Construction Type: VB/S Parcel No: 00481600600500 Owner: 18804 NORTH LLC Occupancy Group: R-3/U -406 195TH PLACE SW LYNNWOOD, WA 98036 d building Official POST IN A CONSPICUOUS PLACE 04/09/2015 Date Issued/' Geotechnical Consulting 04 e�, PUICI Mr,Todd MacDonald 406 195" Place SW Lynn -wood, WA 98036 jaiwary 3, 2614 Projoet No. 13062 JAN' -OT Original Grudu beterniblation BUILDING OSPAF�!Mr- Offy or- mAONDS MacDonald Residence 1,9110 80" Avenue W Edmonds, Washington ditionallithid bole 11'he undersi gned was onsite on January 2. 2044 to complete several ad itions on the'sulliect excavation's to suppk,,11 , jent out �existijig luiowledge of the substirl'ace cond property, The City has ask-ed;ror the beight calculations for theplanned now residence to be based.on, original grade ror the lot, . The following lotter i's based, , on the bai'id (lug ox1ploratioils and on our review of the surrounding topography. The sul�jcci property is underl'ain by Vashon.lodginent. till sedinien.ts. Durbig the initial atboyed lodgemoit till soils were development. of the previous house, the orighlid topsoil. and wi.� removed. f royn tile upper eastern portion of the proporly and placed across the western side of the property in a thin fift. Better quality.fill materials were then placed to provide driveway aCce.3.9, across the cast poxtion of the lot. The rill across the cast sido was found to. be 12 to 16 , ches th . ick in the explorations wid set to bear again,st (be lower portilon of the we,athereflodgMentlill. sediments.', The typical. sequence of tifidiswrbed. soi I Is ato shon till sediments consists, of 12 to PVa 16 in'ches of orgw�o doll topsoil over 24 to 36 hichos of weathered till sediments. Based on the el6vation of the dense, unweathered lodgment till at the east side of the planned.residelice I . o I cation and the addition of a iniDimum of 2.5 feet of topsoil aod weatfiered *soil (very consellmtivO, tile orl,ginal. grade. of tile lot at'points B iind D was, 3 81 or higher. The ori ginat grade �at the lower West p side, �oliws 4 and C on the site plaxi, was between 3 75 and 3 76, Ile variation comes f�om aii uncorWultY of how far down into the -Luldisturbod till soils the origirial house was exca-Vated and whether or not there was three orfour fact. of 'original topsoil/weaffiored soil at tbeparent sediment. It is o 'o inion based on our observations and OP Ur. P I least af�6flower explorations that the existing.9rades around the old bouse location are all at than the original grade of the lot we trust that this infori-iiation will tid with the , design and development of thonew residence. ,� 'I �* o consultation Pleaso'contact us ifyou need lbrther geotechnical 0 Sinocrely attennaim, Geotechnical Consulting. PlIc Jamoy S. lInt(ortnatin, P.E. ,OGC, p1le 142G7 209" Avetwe N5. 7 f-077 (425) 273-5062 STREET FILE _X� V, CP 5TIN& &RAPE) �WIOHT C A 5 -17 455 10 0.00 0-5-1 00 D 550. 0 1510 / 4 =/�5,-7-130 A.E.6. +25'HT./CIMI 402.50 MAX. ALLON. 16HT 1%a, A--%t:6 FR(./, 05t=_0 Rio 402.42 7=C UN ER LIMIT INCHES) (ORI&INAL 6RADE) IL-r-= I L.Vr -0- A I oo- A - 5-15.00 5-551.00 0-5-15.00 D - 581.00 1512 / 4 = 5-75.00 A0.6. +25'HT. LIMIT = 405.00 MAX. ALLOK H1=16HT PROPOSED RID6E = 402.42 UNDER LIMIT 5"r 0.55'(7 INCHES) Zone___?,%- a Corner &aFlag_6L Actual Front e: SidesN/s Rear W X2 Other lie, IMPERVIOUS ARPA LOT AREA: 16,416 S.F. ROOF OVERHAN& AREA: 2,655 S.F. (FROFO5EV RESIDENCE) EXIST. 6ARA&E O.H. AREA: 1202 5.F. UNCOVERED DEC< AREA: 154 5.F. DECK 5TEF5/LANDlN6: '75 5.F. AREA: 2�514 5.F. INALKNA�,r AREA: 152 S.F. TOTAL AREA: (0,515 5.F. I = 41.55% *THr= AREAS LISTED 5f=LOVq ARE UNDER ROOF AND/OR DECK COVER AND NERE EXCLUDED FROM THIS, CALCULATION: COVERED DECK AREA: 412 5.F. COVERED ENTRY AREA: 21 5.F. COVERED PATIO AREA; 505 S.F. - �j o-t a I �je w I m �evvj o u 5 , 5(e I t 5 r- jeet In d .,t s\-ia\k "Ot e ee \ocate �n! -a n,al \N"e" �Ta(,e \N,,e,e jbacv, d se e� te k t\ie WOO q TAX AC.,cf..,OUNT # 00 00451600600500 S I TE ADDRESS 11110 80TH AVE Vi EPMOND5, ViA cl`5026 LE&AL DESCRIPTION LOT 5, BLOCK 6, 05CAR E. JEN5EN5 SEATTLE SUBURBAN TRACT5, AOCORDIN& TO THE FLAT THEREOF, RECORDED IN VOLUME I OF PLAT51 PA&E 5, RECORDS OF 5NOHCM15H OOUN7Y, ViA5HIN67TON ZONIN(5 R5710 TODD 4 CHERYL MACDONALD 406 115TH FL 5V4 LYNNVqOOD, NA cl`5036 (206) cill-OcI45 L07 CoOVERA&El LOT AREA: 16, 4 S.F. HOUSEASARAC7E AREA: IcI64 5.F. DECK AREAAS-VA\'ka- 5W 44-2- 5.F. ENTR)o' AREA: I 2cl 5.F. EXISTIN67 6ARArvE AREA: S.F. TOTAL AREA: S,30\ S.F. v3-.0.01-3 =_*.ae9a, MAXIMUM ALLOYTHP = 55.0096' v _P74-) FONER LINE TO BE MOVE UNVER&ROUNI� N89*26`12"E 193.04' .m cow 0 6"DE o 6"DEC EX15TIN& ls 6ARA6E OVERHANC75 T. co Q) lol as.B.L. -7— IV, -2-1 - 4v I a,-=f 0 VRIVEINAY TO 'Ool�_ �_-I57RAVEL M E3E FAVED. (06 25" 7Z CA ............. > E3 NORETE EXISTING I-STORy WOOD FRAME f GARAGE To REMAIN cn :16, -511 EXISTIN6 TO BE 20-0 vEcK 9 BUILVI 6ARA6 EXISTIN& DRI\/EYqAY N6 0 REMOVED HI 5LAB o'552.55 TO B;= 552A2 LO 5LA5 @ 552.00 47 1 LoeV d *c cn (ootV- of ��01 m 0 (i lu 00 cp f F R 0 F o L5r= D N L cn Ln f=A+10 0. MXX H+. ZL—bYi. 9) _4e2745 s OUN-1 515.46 7E a 402.42 (DEcK MAIN FLOOR a 552A z s144-.-M- 3 -4 % lu lu AjD.0 9" cd 2 b /\ z ABOVE lu LOYiER FLOO g 5,75.1cl Aft w LIN OF HT. 0 Lo. E30X 00 Lri P: 1 0"DEC 0 A- 8"DE 3-74)— IS) --A nw� � j � TO ME N89#26'03"E 193.05' ^Nlj=t-% ,itt Is Gar M E� I 7E LA ill m 11 11 50ALE : I " = 10'-011 0 10 20 40 0) wo WH Sw 0 ZU5 0- >- 8 6 F>�- �- - I- z -.,o Hl<l<<WT0l5- <z wzwR opw8ziLwo< -i LL W 0 (L <'nowo-om I I� il-; g p 0 d- 9 -z- owm RIO -0 z _Z<Law Ld 0:2 0 ow -W,x 0 - � WW(L0 �� - V) F Z(n - 2RLLOWW.,,-��ZZ_6 w ,, � � 0 p � Fs 0<� � m< Z �2RMOW6§60<WFZ r-) p (L LL Z Lj LF- I (L LLJ j LL, Lj -i < om Wo LLJ U) Q:L D 0z <m 10 , w 10- LL rio 0 z < .� z <,WL�W50 00 Z�1.--j ozwwzz�- (/)(Lam C) < ai 0 < WFL� r- a:W 0 WF500mam Ld F <0< Ld (LZWF-�imHmw,0w<"< I 'A I �__ 2 0 U Lu c. ,0 0) < �,cno Lu �: L9 �. _j cito 5; _0 z Lo Ir 4 < 0 17� 8 I _� LL 0 C) 0 c) C3 0 0) Lij 'T I.- LO Cj !�! N c\j 0 c/) — . Lf) 03 a) Lu z 7tt Cp < z Lu Lu L]j =) 0" L"Lj Z E-L Cc LLj u- LL Z 0 -J. z 0) 00 zv z z Lu ily MH RIM=382.51 lu 14 SITE DA7LIM > u � <41., < DESIGNED BY: DATE: ANIN 2000 DRAWNBY- DATE: R E ISM IS I ANV4 2000 PROJECT MANAGER: MAR 03 2014 SARAH YT=I&HT BUILDING DEPARTMENI REVISED BY- DATE: CITY OF ED-MONDS AS 01/25/15 Ac5 1/5/14 A6,& 1/15/14 LATERAL BY: DATE: u5F_ 01/1(0/15 LATERAL JOB NUMBER: 0350 AO/ //A I I- ANW WOODINVILLE OMCE JOB NUMBER: 501 cl"T 6TREET FILE u rr rl 0 0 m C) 0- C C N m C :;o 80TH AVE W 659.47'(MEAS) 659.81'(PLAT) fA �KZ ILI fAD - — - — - — - — - — - — - — - — - 458.78' 200.69' NO',36'56"W 509.60' NO*37'26"W 85.34_ _� . . . . . . . . . . . . . . F- - - - - - - - - - - - - - - - - - - - - - ---- 0 0 CD C� 00 187th-sysw� Lo 0 > 0) Co Co seaview N N entaq 0') 0) 00 00 z z _j 00 m 0000, 71 Co z C\j _—S' ierra D rz:� 192nd 0 OL MAP > CONTR z SCALE: 1" 50' L- - - - - - - - - - - - - - - - - - - - - ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SO'36'44"E 658.74'(CALC) — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- 81"IST AVE W la� Z% ALL EX"OSED SURMCES TC� BE COVERED WITHIN 2 DAYI) IS RR2P0V"22_lE FOR EROtS,'UNI GU�"iTi-i'CL Ai",11D 0 00 0 > U) U 01 T > 7r 0 K: > m > > 01 m p 00 xf> _pl Cyl 90 DD VICINITY MAP NOT TO SCALE m-m I 0 MH RIM=382.51 10 0 5 10 I om Em ME I ( IN FEET I inch = 10 ft. SURVEY LEGEND ASPH ASPHALTIC CONCRETE BUILDING LINE C CONCRETE CURB CLF CHAIN LINK FENCE CONC CONCRETE SURFACE CRW CONCRETE RETAINING WALL CW CONCRETE WALK .......... EASEMENT AREA 4� FOUND SURVEY MONUMENT FENCE LINE (CHAIN LINK) # A' A, A, FENCE LINE (WOOD) Gm El GAS METER HH HAND HOLE HYD b FIRE HYDRANT ICB IRRIGATION CONTROL BOX IP IRON PIPE L U M LUMINAIRE MH( MAINTENANCE HOLE OHP OVERHEAD POWER F� PROPERTY LINE Pm El POWER METER PPO POWER POLE PP0----oPOWER POLE W/ LIGHT THH TELEPHONE HAND HOLE Wm Cl WATER METER m VALVE ENGINEERING DIVISION AFT,nT A --I �9 ) (,3NOTED Date: u dv 13 SITE ADDRESS: 19110 80TH,AVENUE WEST EDMONDS, WASHINGTON 98026 TAX PARCEL NUMBER: 00481600600500 ZONING: RS-10 = RES SINGLE-FAMILY 10,000 SO FT LOT o W 0 '2 `2 �7_ Z 0 CC) 0 7 LD Ll) Ld cz) � I 0 I 0 < 0 cl�� FLOOD MAP: LOCATED IN ZONE "X" AND IS OUTSIDE 500 YEAR FLOODPLAIN PER FLOOD INSURANCE RATE MAP NUMBER 53061C1305E, DATED NOVEMBER 8, 1999. Ld AREA: > 0- L-L] TOTAL SITE AREA IS 16,476 SQUARE FEET OR 0.37 ACRES. > < < METHOD OF SURVEY: INSTRUMENTATibN, FOR THIS SURVEY WAS A LEICA TOTAL STATION UNIT. PROCEDURES USED IN THIS SURVE' u 00 WERE DIREC_, AND"REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS WASHINGTON STATE STANDARDS BY WAC 332-130-090. U 0 I , I r-) 0 UNDERGROUND UTILITIES: < (f) u CO BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN TH FIELD. GEODIMENSIONS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT < 0 RESPONSIBILiTY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION 0 OF EXISTING, UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, C 0 1-800-424-5555 BEFORE CONSTRUCTION. n 0 VERTICAL DATUM: NAVD88 PER GPS LLJ U') BASIS OF BEARING: CENTERLINE OF 80TH AVENUE NORTHWEST BEARS NO*37'26"W PER PLAT Li- 0 LEGAL DESCRIPTION: LOT 5, BLOCK 6, OSCAR E. JENSENS SEATTLE SUBURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 8, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 0 SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. C) LU REFERENCE: LEGAL DESCRIPTION BASED ON STATUTORY WARRANTY DEED FURNISHED BY CHICAGO TITLE COMPANY, JOB NO.: 13586 RECORDED IN SNOHOMISH COUNTY UNDER INSTRUMENT NUMBER 201305240826, DATED MAY 24, 2013. DATE: 7/12/2013 " R EET 'T.8 FIL DRAFTED BY:CJC 1 EDWIN J. GR.i6(JR_. PLS#1502,V DATE RECEIVED CHECKED BY: EJG AUG 19 2013 SCALE: 1 10' DEVELOPMENT SERVICES COUNTER 1 OF WINTER STABILIZATION NOTE EROSION CONTROL LEGEND NO. I DATE I BY REVISIONS DURING THE PERIOD FROM APRIL 1 TO OCTOBER 31, ALL DENUDED SOILS MUST BE COVERED WITHIN 15 DAYS; BETWEEN NOVEMBER 1 AND MARCH 31, ALL DENUDED SOILS MUST BE COVERED WITHIN 12 HOURS. IFAN EROSION PROBLEM ALREADY EXISTS ON THE SITE, OTHER COVER PROTECTION AND EROSION CO NTROL WI LL BE REQU I RED. NOTE ALL DISTURBED AREAS ON AND OFF SITE SHALL BE COMPOST AMENDED TO MEET REQUIREMENTS OF BMP T5.13 IN STORMWATER MANUAL, VOL. V, CHAPTER 5. "15,025"' r-Ri"'.. ERTY __R CORNE A lk' Lo n x \ Lri 00 GRASS L0 0 SE -IF REBAR/CAP "15025" AT PROPERTY CORNER APPLICANT TODD McDONALD DL 67 E C 6"DEC) 1 0"DEC 0 11,0114 W Ab 3907Y 01VAL EX GARAGE TO REMAIN 1—STORYWOOD FRAME GARAGE FOR T ALL EXPMM SUFfAG'."S —10 j BE COVEFIED. WITHiN 2 DAY" CONTRACTOR LOCATE CONSTRUCTION ENTRANCEAT oe,� OPTIMAL LOCATION. DO NOT TRACK SEDIMENT INTO d%E PUBLIC RIGHT-OF-WAY. %v CSF N89*26'12"E 193.04' x x x x X. X-1 2, 001 G R A,� �3) S .('7'R A V E 1. GRAVFC�� F .. . . .. . . . *�.:--'...: GRASS 3- x X x x X_ x N89*26.'03"E 193.05' DATE: 1/10/14 JOB# 1289 DRAFTED: DE DESIGN: DE DIGITAL SIGNATURE 00— S F) GARAGE �_ — — __1 LIMITS OF DISTURBANCE on= mm =I= =am FILTER FABRIC FENCE (SILT FENCE) _x STABILIZED CONSTRUCTION ENTRANCE CE CATCH BAS I N I N LET P ROTECTI 0 N 13 !NTEReEPTOR SYMI SSE GOR DWG 594, TYPE ATEM PGRARY SWALE AL TREE PROTECTION FENCING 0 0 0- rcH EeK DAM STRAW WATTLES USE AS NEEDED PLASTIC COVERING COVER EXPOSED AREAS WITH IN KIRKLAND TIME LIMIT COMPOSTSOCK SEDIMENT CONTROL OPTION RECOMMENDED IN LIEU OF SILT FENCE COMPOST BERM SEDIMENT CONTROL OPTION RECOMMENDED IN LIEU OF SILT FENCE SET REBAR/CAP "15025" AT PROPERTY CORNER I ip m PR�POSED RESIDENCE . . . . . . .x x x - - �_ I . - - -1 . _.____ GRAVEL GRASS Vr3 8"RR TIE 'NALL SET PK W/ WASHER — A '-r /A. I PROPERTY CORNER HYD 11 \ OPP Eo I I (-4)WM 1 WLSCAPE I MH 0 RIM=: 82.98 < I— C-1 WWI) Li C) z uj < :E, >0-; INL V) < RIM=382.47 < IE:=378.1± 4-J I p 0 00 21 1 it =101 0 mid RIM=382 51 16'DWY z GRASS 1\189'26'0�_ff 30.00' HAR (36 u14 WING DEPAR7MEM 'ITY GFE.' 40NDS 0 ENGINEERING DIVISION Ap I �.P��q AS NO E A Date: 11-7 1 Y nPAXAIIM(-. mr). STREET FILE FILTER FABRIC FENCE STABILIZED CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT TRAP a NO. I DATE I BY REVISIONS APPLICANT TODD McDONALD FILTER FABRIC — SECURED TO 2' X 2' 14 GA, WIRE FABRIC EQUAL 2' X 2' WOOD OR I I EQUIVALENT cu 8'— 12' 8m PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE, cu FILTER FABRIC MATERIAL IN C ONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. Z: WIRE MESH SUPPORT FEN�E TO SUPPORT FILTER FAMIC, —1 T — — — — — — — — — — — r 1- -(:BURY BOTTOM OF FILTER MATERIAL W TO 12' 6' MAX, Ll\ 2' X 2' WOOD POSTS OR Li EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. ld9o-199V CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. -M* .'o C.-I-TY" REVISIONS STANDARD DETAIL APPROVED BY DATE FLIMFAMFM MMMSSM DATE 7/24/01 1 SCALE NTS I DWG NO. Eij DATE: 1/10114 JOB# 1289 DRAFTED: DE DESIGN: DE DIGITAL SIGNATURE MIN, RADIUS QUARRY SPALLS 2-4' MIN DIA 8'-12' MIN, DEPTH PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD, CITY INSPECTION REQUIRED ON ALL EROSION CONTRO MEASURES BEFORE WORK CAN BEGIN. 1. -7- C. TY'... REVISIONS STANDARD DETAIL ".-ED y DATE D B T GEBERT 10/6/03 DATE SCALE DWG N 7/24/01 NTS 0' E1.2 S gLaUgill, 0AN95, , 2244 NW MARKET STREET, SUITE B SEATTLE,WA98107 PHONE: 206.930-0342 DUFFY@CESOLUTIONS.US TE FILTER SOCK WITH OVER FLOW HOLES d- 4 4. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. HOW 1-800-424-5555 TWO WORKING DAYS BEFORE YOU DIG CB CATCH BASIN STRAW BALES MAY BE USED IN CERTAIN CIRCUMSTANCES (SEE DETAIL Eill), THIS APPLICAITON SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCITON PERIOD. REVISIONS STANDARD DETAIL APP OVED BY DATE D. GEBERT 10/06/03 WWWWWOCATME11M D, GEBERT 05/19/05 D. GEBERT 05/05/06 DATE SCALE DWG NO. E1.3 1890— 19(313 1 7/24/01 NTS TESC DETAILS McDONALD RESIDENCE igilo 8oth AVENUEWP EDMONDS� WASHINGTON 9802 RESUS MAR 0 8 14 SUILDING DEPAR-fMEN'l CITY OF EZ),'00NDS DRAWING NO: C1.2 APN 00481600600500 SANITARY SEWER IMPROVEMENTS G) - 611 SDR 35 PVC SANITARY SEWER(SS) @ MIN 2.0%. 6" SEWER CLEANOUTW 1211 LOCKING LAMPHOLE COVER PER EDMONDS DETAIL E6.2. SEE NOTES TO RIGHT REGARDING EX. SIDE SEWER. CONTRACTOR VIDEO CONDITION OF EXISTING SEWER. REPLACE IF IT DOES NOT MEET CURRENT STANDARD. COORDINATEWITH INSPECTOR. WATER IMPROVEMENTS -CONFIRM IF NEW METER REQU I RED, IF SO, INSTALL NEW ill WATER SERVICE PER EDMONDS DETAIL E7.6. A ill METER REQUIRED IF HOUSE IS SPRINKLED. CONFIRM WITH FIRE REVIEW. 1.511 DIA WATER SERVICE, 250 PSI HDPEWATER (ASTM D2239) FROM METERTO HOUSE. RECOMMENDED DEPTH=3611. COORDINATE HOUSE ENTRYWITH BUILDER/OWNER STORM DRAIN 4" STORM DRAIN (3034 PVC) @ MIN 2.0% GRADE 411 FOUNDATION DRAIN @ MIN i.o% GRADE @ 611 STORM DRAIN (3034 PVC) @ MIN i.o% STORM DRAIN STRUCTURES -1811 YARD DRAIN PER KIRKLAND DETAIL D-05. 6" STORM DRAIN CLEANOUT (B -TYPE 40 PRIVATE CATCH BASIN PER DETAILX&',* 5w Q,�-s FLOW CONTROL BMP I S D ETAI LS C3.5 NEW IMPERVIOUS AREA 'EA KDO' N` W T ��A;N �C R�BR I STT!N_�'CARAGE�' JN CITY SEWER NOTES 1 . IF RE -USING EXISTING SIDE SEWER (FROM PROPERTY LINE TO HOUSE): PROPERTY OWNER MUST HAVE CONDITION VERIFIED AND PROVIDEA REPORTTO THE PUBLIC WORKS DEPARTMENT. 2. IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN): CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMOND'S SEWER DIVISION AT 425-771-0236. DISPERSION TRENCH 2' X 2o LF FOR GARDEN OVERFLOW SITUATIONS GRAVEL FILLED TRENCH LEVEL ACROSS (USE HEADER) UO COMPOST AMENDED SOIL: COORDINATE WITH LANDSCAPING CONTRACTOR. RESTORE SOILS BY TILLING 2-3" OF COMPOST INTO UPPER 811 OF SOIL. LOOSEN COMPACTED SUBSOIL, IF NEEDED, BY RIPPING TO 1211 DEPTH. MULCH LANDSCAPE BEDS AFTER PLANTING. SEE SOILSFORSALMON.COM FOR ADDITIONAL INFORMATION ON SOIL AMENDMENTS. 0 -RAIN GARDEN / BIORETENTION. 12" PONDING DEPTH. SEE PLAN FOR BOTTOM AREA REQUIRED. SEE DETAIL ON C3.5 FOR TYPICAL SECTION AND SOIL MIX REQUIREMENTS. SEE INFILTRATION TESTING RESULTS AND SIEVE ANALYSIS IN SEPARATE MEMOS BY GEOTECHNICAL ENGINEER JAMEY BATTERMANN, P.E. NO. DATE BY REVISIONS APPLICANT TODD McDONALD SURVEYOR BO U N DARY AN D TO POG RAPH IC SU RVEY BY: GEODIMENSIONS, INC. io8oi MAIN STREET, SUITE 102, BELLEVUE, WA 98004 FAX (425) 671-0170 PHONE (425) 458-4488 BENCHMARK -Q� CONTACT SURYEYOR FOR BENCHMARK, BASIS OF BEARINGS AND VERTICAL CONTROL. SITE BENCHMARK CONTACT SURYEYOR FOR BENCHMARK, BASIS OF BEARINGS AND VERTICAL CONTROL. EROSION CONTROL SEE Cto SMALL SITE MIN REQUIREMENTS VICINITY MAP SSMR #1: STORMWATER SITE PLAN (SEE C2.o, THIS SHEET) SSMR#2: CONSTRUCTION STORMWATER P.P.P. (SEE Ci.o TESC) SSMR#3: SOURCE CONTROL (N/A .... NOT DISCHARGING INTO CITY STORM) SSMR#4: PRESERVATION OF DRAIN SYSTEM (COMPLYWITH) SSMR#5: ONSITE SW MGMT (COMPLY WITH, SEE BMPS) SSMR#6: N/A SSMR#7: FLOW CONTROL NOT DISCHARGING INTO CITY STORM. SEE PLAN FOR SOLUTION SSMR#8: WETLANDS PROTECTION N/A SSMR#q- 0 & M REQUIREMENT NIA S11 R 1EBAR /(.' A[:) "15025" AT* FIROF3ERTY CORNER r 67EC o 6 D [E C EX. G) 1 S T'( CRASS OVERFLOW TO DISPERE 77 +1211 q. THEA E ARD 1211 ABOVE BO M +1.5 1 1 0"DEC BERM U — 'E E 3OVEBO M I I U ...... ...... . . . . . ........... . . ... . ......... 17 T, X� SET REBAR/CAP "15025" RAIN GARDEN&-/ AT PROPERTY CORNER FLOW CONTROL BMP '140 -JTAY-t5 USE 6200 SF FOR SIZING DESIGN INFILT. RATE=0.5 IN./HR REQ BOTTOM AREA=2,�SF (6200 x 4.2%=26o SF) 12" PONDING DEPTH 6" FREEBOARD 3:1 SIDE SLOPES CALL 1-800-424-5555 TWO WORKING DAYS BEFORE YOU DIG ov, ty Ep. \A 4W, 39766 GISTS,06 101V L 311 THICKENED EDGE CURB OREQUAL DATE: M a r 14, 2 014 JOB# 1289 DRAFTED: DE DESIGN: DE DIGITAL SIGNATURE 1374)____ N,89*26'12"E 193.04' In&. STREET IMPROVEMENTS -ASPHALT SIDEWALK IS SUBJECT TO REPLACEMENT DPENDING ON EXISTING CONDITION OR DAMAGE. TO BE DETERMINED BY ENGINEERING INSPECTOR ON S ITE. EARTHWORK ESTIMATED CUT=75 Cy ESTIMATED FILL=75 Cy 611 @ MIN 1% WATER & SEWER t XRU., INSPECTIONS REaD M426-771-0220 EXL 1328 ['07 1 11 =101 REBAR/r'Al::' "'15025" AT 1DRO[:)F_.'.RTv CORNER W2 FOM INK'INHI�Gffom AC5 IDEWALK INS PECT EX SS 9, 2 8 01 V.3 L.Li LLJ > N L 01 < IN 0 co M (BA SIDEWALK ENGINEER G DIVISION ED S NOT Date: DRAINAGE PLAN McDONALD RESIDENCE 19110 8oth AVENUE W, EDMONDS, WASHINGTON 98026 RESUS MAR 17 2014 BUILDING DEPARTMENT CITY OF EDMONDS DRAWING NO: C2,0 APN 00481600600500 SOIL INFILTRATION RATE n Dattermann Geotechnical Consulting November 5, 2013 PLLC Project No. 13062 Mr. Todd MacDonald 406 195tl' Place SW Lynnwood, WA 98036 Su�ject: InfiltrationTesting MacDonald Residence 19110 80t" Avenue W Edmonds, Washington The undersigned was onsite on November 5, 2013 to complete infiltration testing in the rear (west) yard of the planned new residence at the subject project location. The existing residence was recently demolished and a new single-family residence constructed on the lot. The new residence will have a slightly larg ,er foot -print than the existing house but will be located near the eastern side of the lot in basicallv the same location as the old house. The old roof down spouts discharged into both splash pads onto the -round surface surrounding the home and, int o pipes into the ground to an unknown location. Past dispersion ofstorm:water on the lot has hot caused erosion onsite nor was there visual evidence of past standing water onsite. From the slope of the lot and observations of existing flow paths, all excess surface runoff,that. discharges onto the lot fTom the splash blocks, which does not infiltrate, flows west to a larg$ .,green belt area.. west of the property. The lot currently contains a single story slab -on -grade shop near the north central portion of the lot. The old residence was located near the east side of the prop . erty. The front (east) yard consisted of a gravel driveway to the old house location and a small grass lawn. The south central portion of the property and the west end consisted of gram lawn. There were no trees on the property. The property was surrottrided on the north and south by other residential properties. The lot sloped down gently rrom the west side of 861 Avenue W, across the east end of the property. At the location of the old house, presumably a daylight basement, the slope ast and then flattens across the central and.western portion of the property. .steepens down to the e, total elevation change across the lot was on the order of about 8 feet. There was no standing or flowing water on the lot. We excavated five 1.5 to 3 feet deep hand holes in the south central lawn area (south of the existing garage). The soils encouxitered consisted of mediwu derise, damp, grey and brown. layers of mixed silty sand with some gravel, fine to medium sand XxAth.some gravel, and gravely sand Mth some silt. This material was fill soil that was placed over the entire central and. western pord . on of this lot and the neighboring lots to the south, we presume..dui�ing the intial. -developnientof the area. Under the fill soil were medium dense- to dense, damp,orang-ish grey, :siltv fine to medium sand with some gravel. This material was weathered Vashon lodgement till deposited at the base of the last glacial advance into the Puget Sotind region about. 15,000 years ago. Water was placed in three of the hand holes to depths of 8 to 10 inches. After an hour, the water levels had dropped froin 1.5 to 4 inches from the holes. Using the worst case, the rate of. i I rifiltration in the tipper soil horizon based on our tests was 1.5 in.ches,per hour. It is our opinion that a rain g arden will be suitable to allow the majority of storm:water the opportunity to return to the ground water regime with only the heaviest storms discharging as sheet flow to ground surface. Overflow from the rain garden will flow as surface flow to the green belt area west of the property. For design purposes, a factor of safety of 2 should be applied to the tested infiltration rate. We trust that this information will aid with the design and development of the new residence. Please contact us if you need further geotechnical engineering service� or consultation. siricerely Battermann Geoteclinical Consulting, pllc Jamey S. Battermann, P.E. CLEAN OUT-.. 0- J� A"I TJ 2 I Ar�w NO. I DATE I BY RESIDENCE CLEANDUT WITH 45' D AND CAP NOT TO EXCEED 100' BETWEEN CLEAN OUTS CLEANOUT (WYE WITH AND LOCKING LAMPHO VER) & CONCRETE LEVELING COLLAR 121+/- 7 WATER TIGHT CAP W T RISER Cn 1: cl:� UJ C) UJ Z -D .0. -1 4x1 4"x6" CONCRETE COLLAR LEVELING COLLAR .00KING LAMPHOLE COVER 2" MIN. CONCRETE PAD 12" PVCZ SLE.EVE 6" RISER/ 4' OR 6' SIDE SEWER IR GENERAL CLEANOUT DETAIL 6' WYE AND 45' 12' AND 1/8 BEND 6" CITY STUB 4' OR 6' SIDE SEWER )FACE ASPHALT SUR CLEAN OUT DETAIL AT PROPERTY LINE 12" LOCKING LAMPHOLE COVER (EAST JORDAN IRON WORKS CO.) 6' RISER--4' 12" PVC SLEEVE MODEL #: 00366108) PVC CAP 4 NOTE. TYPICAL CL ANOUT UNDER ASPHALT SIDE SEWER JOINTS SHALL BE Of? CONCRETE GASKETED E.- --M:?0-T* REVISIONS STANDARD DETAIL APPROVED BY DATE A GEBERT 6/16/03 SEWER CLEANOUT DETAILS 189 (3 0 D, GEBERT 01/06/05 DATE 7/24/01 SCALE NTS DWG NO. EU D. GEBERT 4/2/07 1 1 REVISIONS APPLICANT TODD McDONALD WATER SERVICE/METER INSTALLATION RAIN GARDEN GROUND/ROADWAY _J Table 3 (continued). BMP Design Requirements for the Simplified Sizing Method I I H - - - - - - - - - - I Q.) NOTE, SERVICE TAP TO 14AIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES 1. 2' (IP TAP) DOUBLE STRAP SADDLE EQUAL TO io. Exunm r mETEit em7m ROMAC STYLE 202'S EQUAL TO VBB87-18H]3-1177 NEw r uETER sErmR mm Hm wAsn. 2. 2' BRASS IP BALL CORP EQUAL TO FORD VBH87-12HB-1177 3. 2 - 2' BRASS STREET ELLS FOR SWING JOINT 11. METER BOX MID STATES PLASTIC METER BOX (MSBCF 17x3OxI8) WITH MSCBC 173OR 4. COPPER TYPE K SOFT PIPE <2') 12. 2' TYPE 'K' HARD COPPER 5. 2' MIPT X CTS GRIP FITTING 13, SCHEDULE 40 2' PVC CAP OR PLUG REMOVED WHEN 6. 2' FIPT X CTS GRIP FITTING CONNECTION MADE TO CUSTOMER 7. BACK SIDE OF METER BOX SHALL BE SET AT THE 14, 4'X4'X8' CONCRETE BLOCK SJPPORTS PROPERTY LINE, NOTE, METER BOXES SHALL NOT BE PLACED IN 15. 2' RESILIENT WEDGE GATE VALVE (FIP X FIP) DRIVEWAY AREAS, WITH 2' AWWA OPERATING NUT 8. 2' BRASS ST ELL 16. 2 PIECE VALVE BOX - TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION. 9. METER SPACER TO BE SUPPLIED AND INSTALLED BY LENGTH TO FIT. THE CONTRACTOR, SPACER MUST HAVE A MINIMUM OF 8 - 1/4' HOLES DRILLED IN SPACER BODY. 17. WATER SERVICE TO BUILDING INSTALLED AND NOTE, PROPERTY OWNER RESPONSIBLE FOR CONNECTED TO SERVICE BY OWNER/CONTRACTOR. PURCHASING 1-1/2' OR 2' METER THROUGH THE CITY, CITY WILL INSTALL METER AFTER PURCHASE. IF 1-1/2' METER IS USED CITY WILL SUPPLY REDUCERS TO CONNECT METER. ITY '-Q-.F C T -C VIS EVISI RE NS S STANDARD DETAIL APPROVED BY fR. DATE DATE D. GEBERT 10/6 /0 3 10/6/03 FOR 1-1/2' OR 2' METER 2" WATER SERVICE INSTALLATION D, GEBERT Est. 1890 LIS ENGLISH 4/2/07 4/2/07 DATE 7/24/01 SCALE NTS 1 DWG NO. E7.&I 1 4/11 10/04 10/0 /11 Bioretention (Rain Garden) • The site drainage area contributing runoff to an individual bior 'tention facility shall be sized to collect runoff 0 from an area no larger than 5,000 square feet square feet of impervious surface'. • Bioretention bottom area shall be. sized using the simplified sizing method. • Ponding depth shall be as specified (6 or 12 inches). • Top area (total facility footprint) will be larger than the bottom area. You can calculate top area as a function of the bottom area, the side slopes, and the total facility depth (e.g., ponding and freeboard depth). • Bottom area shall be flat (0 percent slope). • The minimum freeboard measured from the invert of the overflow channel to the of the cell overtopping elevation shall be 6 inches. • Rain garden shall not be placed on a slope 5% or greater • Side slopes shall be no steeper than a ratio of 3H (horizontal): 1V (vertical). • Imported bioretention soil per the specification in Attachment 2 shall be used. This specification is included in this handout. This soil mix meets the Ecology treatment soil requirements, has a design infiltration rate of 3.0 inches per hour, and has 40 percent porosity. • Because imported bioretention soil is used, the design infiltration rate of the underlying native soil does not require a correction factor (i.e., the design, or "long-term" infiltration rate is the same as the "initial" infiltration rate). • Bioretention soil depth shall be a minimum of 12 inches for flow control. If your bioretention facility will be used foi- water quality treatment in addition to flow control, the soil depth shall be a minimum of 18 inches. . No underdrain or impermeable layer shall be used. -1 YARD DRAIN RAIN GARDEN SOIL SPEC 'AST REVISED: 11/30/99 "DISHED" CAST [RON GRATE 6" DIAMETER OUTLET PIPE F4 < 4" CONCRETE BOITOM (POURED IN PLACE) ROUND TYPE SQUARE TYPE NOTE r",IT\l r)F' VIQVI ANIF) FOR USE IN NON -TRAFFIC AREAS ONLY, I \J I I \ I I N 1 11 L-1 -)I V L_�, SUCH AS ENCLOSED YARDS IN PRIVATE PLAN NO. CK-D.05 RESIDENCES AND ENCLOSED PLAY AREAS IN SCHOOL GROUNDS. 0 YARD DRAIN "'S�hl N G"10 14 V Z. OV W 39788 IST 01VAL DATE: 1/10/14 JOB# 1289 DRAFTED: DE DESIGN: DE DIGITAL SIGNATURE Raingarden Attachment 2 RAIN GARDEN (BIORETENTION) SOIL MIX SPECIFICATIONS Bioretention Soil shall. consist of a well -blended mixture by volurne of 3 parts mineral agUegate and 2 parts compost meeting the requirements, below. MINERAL AGGREGATE Mineral aggregate shall be analyzed by an accredited lab using #2W #100, #60, #40, #20, #10, #4, 3/8 and I -inch sieves; and meets the following: Sieve Size Percent Passing 3/8" 100 No. 4 95-1.00 No. 10 75-90 No. 40 25-40 No. 100 4-10 No. 200 2-5 Efforts should be made to use aggregate with gradation meeting Coefficient of Uniformity (CU)7 equal to 6 or above; and Coefficient of Curvature (CC)8 of I to 3. As a substitute "Fine Aggregate for Portland Concrete," 90-3.1(2)B, Class I (WDOT 2010) can be used. COMPOST Compost is defined by the Washington Dept. of Ecology as: the result of the biological degradation of Type I or III feedstocks, under controlled conditions designed to promote aerobic decomposition, per WAC 173- 350-220, and meet the following physical criteria. The Department of Ecology has a current list of cornposting facilities thatTeet this standard. Go to http://www.cey.wa.gov/progrims/swfa/compost/ and look for "Current Composting Facilities in Washington." As of December 2010, the following suppliers were on Ecology's list.of approved compost suppliers in Snohomish County: • Bailand Farms Yardwaste (Bailey) Compost • Cedar Grove Composting Co. • Lenz Enterprises Inc • Misich Farrns/Riverside Topsoils • Pacific Topsoils (PTI) Some of these suppliers' compost can be found at local home improvement stores in I or 1.5 cubic feet bagsi For additional information go to: htti)://www.soilsforsalmon.or "/df/Soil BMP Manua CU = � "" 'Die ratio of the diameter of a grain size, in millimeters, indicated by the gradation curve at the 60-pereent passing (by weigilt), to the D10 the diameter of a graiii size, in millimLters, indicated by the gradation curve at the 60-percent passing (by wei.ght). C 1 (13,0)' C = � DY) is the grain size, in millimeters, indicated by the gradation curve at the 30-percent passing level. Dit) and Dfil as D10 X D60 described in footnote no. 1. CIVIL Nk`31N EERIN 2244 NW MARKET STREET, SUITE B SEATTLE,WA98107 PHONE: 206.930-0342 DUFFY@CESOLUTIONS.US CALL 1-800-424-5555 TWO WORKING DAYS BEFORE YOU DIG FLOW CONTROL BMP RAIN GARDEN FLOW CONTROL BMP Ly Rocklined Overflow 6" Freeboard 3" Coarse Woodchip ML11ch Above V min Bottom Width P6Kdi6� Depw 1 GomRa.�ted Berm Ponded Area Yaries (See Note 1) Rain Garden Bottom Depth Varies (See Notes 2 & 3) 3" Compost Mulch in Ponding Area 'ffRrAl. PAM IRARrAN MMION VVMM'Nffl FL 4- Piped Overflow C RAIN 113MOEhO 1. Ponding depth shall be as specified in Table 5 (6" or 12'). MY OF EUMONDS' 2. BiMetention soil depth shall be a minimum of 17for flow control and a minimum of 16'for water quality treatment. 3. Scarify SUbgrade 3' min befor6 bioretention,soll instailafion. i 4. Size to convey design overflow. TYPE 40 CB ILAST REVISED: 01 /07/08 1 #3 BAR HOOP 2 #3 BAR HOOPS AUGNMENT OF STRUCTURE 6* RISER SECTION 12" RISER SECTION __4 12" ",I 1. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 2. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEIFT INTACT. 3. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 4. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS W-O". 5. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 6. CHANNELLING OF ON -SITE CATCH BASINS MAY BE REQUIRED FOR PRIVATE STORM DRAINAGE CONVEYANCE SYSTEMS. RESUB MA? o6 2014 #3 BAR EACH CORNER BUILDING DEPA,9114Eh QTV OF EZROONDS #3 BAR EACH SIDE C*4 N) #3 BAR EACH WAY PRECAST BASE SECTION t-ITV nE- 1/101/1 ANIF-) (MEASUREMENT AT THE TOP OF THE BASE) NOT TO SCALE PLAN NO. CK- D.05A K CATCH BASIN TYPE 40 FOR PRIVATE SYSTEMS Nr11\1) M McDONALD RESIDENCE 19110 8oth AVENUE W, EDMONDS, WASHINGTON 98026 DRAWI.NG NO: C3e5 APN 00481600600500