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1041 GRANDVIEW ST.PDFiiiiiiiiiiiiii 11448 1041 GRANDVIEW ST • CITY OF EDMONDS PUBLIC WC1W — EMINEERM ACTION REPORT NO 4022 a [% oLE (� SUSPENSE DATE: Date: Time: " 7.���J�i�J File N Attachments: SUBJECT: —ff7 � U REQUESTOR: NAME: / ADDRESS: PHONE: REQUEST RECEIVED BY: TELEPHONE CONTACT IN OFFICE OTHER: RECEIVED BY Dnnrr Tn. =Yes PKMo ACTION: All Concerned Notified Action Comple File'i ADDRESS: TAX ACCOUNT/PARCEL NUMBER:,��J BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) CRITICAL AREAS: U / " e / � DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED:���nT�rQ SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: LATEMP\DSTs\Fomis\Street File Checklist.doc 1 a SLAP[ GRADE w 19N o"•/ ; IU7MN NRST Id LOT 5 SkOR TRACTS VOL. 12, FG. II PROPOSED 4' PTO. RESIDENCE DRAIN 0 6ARA6E '0 N. > 5.:4' ca ti s /0 4' I i r CG� iE1CGHT (ABLE HEIGHT �L 0 30 60 1.20 2 <� OY�NER � U w z < 00p J R �32?�Co Z3if�i J z CIA yj U 0`� , SITE ADDRESS 0 a 1043 GRANDVIEW ST LL b, EDMON5>5, kNA5HIN6TON o C o TAX FARGEL L- C f�' NO.005951-000-001-00 N Co W v Co z >Ww ZONE STWIG7URE TO 0 L LL �R R5-12 W z 0 0 b LJLo 0o APPROVED AS NOTED V) a� GIN G Lu -Date: U W Lu a ee �t be l*proam �I P" Frn� a All iffy cif rvoop0 sv . PLAN M3225A3F-11 R E C I V E D MAN PMo a 10" Lon S AB mo It3D9 �\ resH %A5 e:: km..* LAY{ SLAB m: 101,63 M-n La" rO'mw s 3 4��� ., p'I DfIN6 dAY -"Al�Nb� ^ DEVELOPMENT SERVICES CTR. ANw JOB NUMBER: APPROVED BY PLANMNG CITY OF EDMONDS 0*7022i i CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • 425-771-0220 • FAX 425-771-0221 Website: www.ci.edmonds.wa.us PUBLIC WORKS DEPARTMENT jne. 1g9ci Engineering Division November 20, 2008 Mr. Harold Hodel 20902 67" Av. NE #332 Arlington, WA 98223 s: GARY HAAKENSON MAYOR, S TREE T FILE RE: Rock Removal on Grandview St. Dear Mr. Hodel, City staff has noticed the parking wheel stops in front of your property at 1041 Grandview St. (1' away from the pavement). For driver safety purposes, the City requests that any parking wheel stops or landscaping rocks be a minimum of ten feet from the traveled way. The City is required to maintain a safe right-of-way. • Please remove those parking wheel stops from the edge of the street pavement as soon as possible or before December 10ih, 2008. If you have any questions, please call me at (425)771-0220 x1328. Thank you in advance for your cooperation and assistance. Sincerely, n BERTRAND HAUSS, P.E. Transportation Engineer c: Mike Thies, Code Enforcement Officer S:\ENGRTertrand\Public Concerns\Rock Removal\Rock Relnolamorjgiomted August 11, 1890 • Sister Citv - Hekinan. ,lanan t*�W&of-- cry fEdm 0, is 1411C Certftate f0CC9PaYzC* DEPARTMENT OF BUILDINGS PER INTERNATIONAL RESIDENTIAL CODE.SECTION R110 AT: 1041 Grandview Street Occupancy established by this certificate: R3 Building Permit #: 2007-0560 Dwelling Units: 1 No. Stories: 2 Basement: N/A Type of Construction: VB Owner of building: � Harold Hodel The Single Family Residence at 1041 Grandview Street. has been inspected and approved complying with the requirements of the 2003 edition of the International Residential Code as adopted by the C-ity forthe group and division of occupancy and the use for which the proposed occupancy is classified. Issued this 17'h day of October. 2008 Chief Building Official By: Any change of occupancy or use requires a bi ilding permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. September 215t, 2007 Mr. Blaine Chesterfield, Storm Water Engineering Program Manager City of Edmonds Engineering Division 121 5th Avenue North - 2nd Floor Edmonds, WA 98020 RE: 1043 Grandview Street - Drainage Plan Submittal Letter Dear Blain: LDC 14201 NE 200th Street Suite 100 Woodinville, WA 98072 Voice (425) 806-1869 Fox (425) 482-2893 Enclosed is the complete drainage plan submittal for the 1043 Grandview Street project. Enclosed with this application are three copies of all requested items, as per the City of Edmonds #E72 Handout. This project will create 4,983.35 sq. ft. of impervious surface (Per the Architect NW site plan dated 5/18/07). As such, this project qualifies for design of storm water -- --management facilities per the #E72 handout. The detention pipe selected from Table 1 - #E72, assuming the maximum allowable impervious surface (5,000 sq. ft. ), was 40 linear feet of 24" pipe. The outlet orifice size, per Table 2 - #E72, is 7/8". Finally, a Type IL Catch Basin was chosen from Table 3 - #E72. The storm water facility was designed per the City of Edmonds detail as shown in #E72. Please see the attached Standard Detention System Worksheet and Sheet SD-01, Road and Storm Drainage Plan for additional information regarding the design of this facility. Due to on -site topography and the location of the existing storm drainage system it was determined that the storm drainage system must be pumped. This alternative was discussed with Blaine Chesterfield on September 12th, 2007 and was given preliminary approval. The predeveloped stormwater flows, which are attached, were calculated using StormShed 2G. These flows were used to verify that the selected pumps will not exceed the 100-year storm event. The 100-year event for this site will generate 56.1 gpm. The Zoeller "Flow Mate" Model 98 was selected as the primary pump while two Zoeller "Basement Sentry" pumps were selected for emergency backup. The emergency back up pumps will be operated off of batteries that will be connected to a trickle charger to ensure that they are available in a power outage situation. Each pump will be supplied with two batteries in order to supply approximately 15 hours of continuous run time each. The basin information, StormShed outputs, pump sizing spreadsheet and Zoeller pump specifications are inrlurlprl with thk Ipttpr WT Pow EE�ING ST011oxv SEP 212007 BUILDING DEPARTMENT CITY OF EDMONDS STREET FILE D e v e l o p m e n t S e r v i c e s P l a n n i n g C i v i I E n g i n e e r i n g P r o j e c t M a n a g e m e n t Should, you have any questions,Or'comments, or require any additional information; please feel free to contact. me. at.(4-2-5),806-1869. Best Regards; LAND: DEVELOPMENT CONSULTANTS, INC. Mark VilhNock' P.E. Project Engineer STANDARD OWNER: Debbie Gunther DETENTION S YSTEM- WORKSHEET (5000 SF OR LESS) ADDRESS: CALL. BY: Mark. Villwock. P.E. 1043 Grandview St., Edmonds PHONE: (425) 806-1869 DATE: 09/19/2007 IMPERVIOUS SUFACE AREA 4983.35 SF I PIPE DIA. 24" FOOTING DRAINS SHALL NOT RIM ELEV. 100.20 DETENTION PIPE LENGTH FINISHED GRADE TiGHTLI UPPER CATCH BASIN —+ 0.5% TO 1.0% SLOPE ELEV. 97.20 CONTROL CB PIPE LENGTH 40' BE CONNECTED TO OCKING LID (TYR) {M ELEV.100.20 6" Min. clearance Measured from top of Conc. box or riser. ORIFICE 7/8 DETENTION SYSTEM TO CITY ELEV. 97.00 '--OUTLET CONTROL 8" M RIFICE RIM ELEV. 104.1 Q' INV. ELEV. 101.99' -2'X2'X12" DEEP CONTROL CATCH BASIN (4"-6" QUARRY SPALLS OR EQUAL) FROM CONTROLCOVER CONTROLCB RIPRAP OUTLET SHALL BE PERPENDICULAR TO SPREADER TRENCH— PERF. PIPE SHALL BE LEVEL & CAPPED AT ENDS NOTES 1 SPREADER TRENCH TRENCH SHALL BE LINED WITH MIRAFI & ON TOP WASHED DRAIN ROCK 1, CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. 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. CITY STORM CONVEYANCE SYSTEM SPREADER TRENCH SHALL BE A MIN. OF 10' LONG AND PERPENDICULAR TO CONTROL CB. • • '�:•.\W'v>!'.vw�iK-::awy:�,;.i.S_v-_:.•,t.�::..:.:.��:cv....;ik>.Y.t'6^i`..t�X:v�^^i^iS:- S.XcJ�:a'iR�'?'!a-1w '04 �.h^31 ;CY'�- +••�••�«w... _ t..a:�t.^._tc�.��.'��si..-a_vuxAi'>an....w:....w.... .. .... i."-iL• .. .' v. ..� • I Table 1 -- Detention Pipe Sizes I * Impervious Surface Required Pipe Diameter Area Sq. Ft. Vol Cu Ft 151" 18" 24" 30" 2000 50 40 28 16 10 2500 62 50 35 20 13 3000 75 60 42 24 15 Required pipe 3500 87 70 49 28 18 length in feet 4000 100 80 56 32 21 4500 112 90 63 36 23 5000 125 100 70 40 25 *NOTE: Use the next highest surface area to determine detention size if calculated impervious surface area is greater than 1/2 the value between numbers. (i.e., 2280 use 2500) I Table 2 -- Outlet Orifice Sizes I Impervious Surface Area Sq. Ft. 2000-2999 3000-3999 4000-5000 Outlet Orifice Diameter (Inches) 5/8 3/4 7/8 I Table 3 -- Rectangular Catch Basin Requirements I Detention pipe diameter < 18" 18" to 24" 24" to 36" 36" to 42" Max. Size knockout 20" 26" 36" 42" *Source: Assoc. Sand & Gravel Co. Standards ALLLOWABLE STORM DRAINAGE DETENTION OR CONVEYANCE MATERIALS: Catch Basin Type Type I, CB 15 Type IL, CB 16 Type 11, CB 19 19 (48" Basin) Type II, CB 19 19 (54" Basin) • Reinforced Concrete (right-of-way) ' • Non -reinforced Concrete (non -right-of-way) • Aluminized Steel • Aluminum 16 GA or better • CMP Asphalt Coated • N-12 ADS HDPE (Min. 2' cover required under paved areas) water tight • PVC-SDR 35, ASTMD-3034- or better • Ribbed PVC pipe, ASTM D-2444 • Ducticle iron pipe Class 50 - Tightlines system: • N-12 ADS (Smooth Wall) • PVC-SDR 35, ASTMD-3034, or better • Hancor F-810 S:\ENGR\HANDOUTS\Drainage tables E21 Basin Calcs Land Development Consultants, Inc. 142201 NE 200th St. Ste.100 Tel: (425) 806-1869 1 Woodinville, WA 98072 Fax: (425) 482-2893 Project Name: Description: 1043 Grandview Street Basin CN Cats Existing Basins Basin A Project No 07-136 Date: 9/21/2007 Catc. By: ATB Area Impervious Impervious Landscaped Forested (Acres) (%) (Acres) (Acres) (Acres) On Site 0.35 0% 0.00 0.00 0.35 Existing Impervious 0.05 100% 0.05 0.00 0.00 Total 0.40 0.05 0.00 0.35 Predeveloped Basin Design Method SBUH ' Rainfall type TYPE1A Hyd Intv 10.00 min ;Peaking Factor �484.00 Abstraction Coeff 0.20 Pervious Area (AMC 2) 0.35 ac DCIA 0.05 ac Pervious CN 86.00 71DC CN 98.00 Pervious TC 13.64 min DC TC 1 2.60 min Pervious CN Calc Description SubArea FSub cn Open n aces, laws arks >75% r0.35 ac I�86.00 p spaces, _ p . ( grass) ass >... _ _ _ I Pervious Composited CN (AMC 2) 86.00 Pervious TC Calc - Type ; Description Length ;Slope Coeff Misc TT �- Sheet Short prairie grass and lawns.: 0.15 168.00 ft 3.36% 0.1500 2.50 in 113.64 min Pervious TC 13.64 min Directly Connected CN Calc Description SubArea Sub cn ; Impervious surfaces (pavements, roofs, etc) ;' 0.05 ac 98.00 DC Com osited CN AMC 2 98.00 Directly Connected TC.CaIc Type ; Description ;Length ; Slope Coeff7,FMisc F TT^ Sheet ;Short prairie grass and lawns.: 0.15 14.0-of t ; 3.36% ; 0.1500 2.50 in ;1.87 min Sheet Smooth Surfaces.: 0.011 59.00 ft 3.40% ; 0.0110 ; 2.50 in : 0.73 min Directly Connected TC 2.60min Event Summary Event Peak Q (cfs) Peak T (hrs); Hyd Vol (acft); ArMethod ea (ac); Raintype 10 year 0.0276 8.00 0.0147 ! 0.4000 SBUH FTYPElA 2 year ; 0.0519 �8.00 0.0240 0.4000 SBUH ; TYPE1A 100 year 0.1253 8.00 0.0508 0.4000 SBUH TYPE -IA Storm Sewer Lift Station Design Land Development Consultants, Inc. 14201 NE 200th St #200 Tel: (425) 806-1869 Woodinville, WA 98072 Fax: (425) 482-2893 Project Name: 1043 Grandview Stree Project No 07-136 Description: Wet Well and Pump Sizing Date: 9/21 /2007 Calc. By: MEV Estimated Flows Peak Flow(Qm)100 year exis 0.125 CFS System Data Connection to Manhole 102.44 Elev Elevation of Sump (ES) MINIM Elev Elevation of High Point (HP) 102.44 Elev Total FM Length (L) OJIMM ft Flow OSSEO gpm FM Diameter ®3 inches FM Area 0.05 ft^2 FM Velocity (V) Ft/s CH 140 Total Dynamic Head Renolds Number (R) 0.063 Static Head (SH) 8.19 Ft Head Loss due to Friction (F) 1.54 Ft Total Dynamic Head 9.73 Ft Wet Well Size Diameter (Dww) 4.00 Feet Run Time (RT) 5.00 min Wet Well Depth 2.66 Feet Design Wet Well Depth 2.75 Feet 56.1 gpm 0.11 cfs (Qm"448.83) (D/4) (ES -HP) (V^1.85 " L / ((1.318' C,)^1.85*R^1.17) (SH+F) (Q'RT/(7.48'(Dww/2)^2*P I ())) `rJI&IrY PUMPS 91NCE %9,7�9 Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. • SECTION: 2.20.035 FM0973 0304 Supersedes k41W 0403 MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web Site: SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 http.1Avww.zoeller. com (502) 778-2731.1(800) 928-PUMP • FAX (502) 774-3624 COMPARE THESE FEATURES • Non -clogging engineered plastic vortex impeller design. • Corrosion resistant powder coated epoxy finish. • Durable cast construction. Cast switch case, motor, pump housing and base. No sheet metal parts to rust or corrode. • Castings - All cast iron class 25-30 25000# tensile strength. • Stainless steel screws, guard, handle, arm and seal assembly. • Float operated submersible (NEMA 6) 2-pole mechanical switch. • Motor - Permanent split capacitor, 60 Hz, 1725 RPM, oil -filled, hermetically sealed, automatic reset thermal overload protection. • Bearings - Upper & lower oil fed cast iron. • Carbon and ceramic shaft seal. • Entire unit pressure tested after assembly. • Watertight neoprene "❑" ring between motor and pump housing. • Maximum temperature for effluent or dewatering 130OF - 54°C. • Passes'/ inch spherical solids. • No screens to clog. • Standard cord length 15 ft. (UL Listed). • 11/" NPT Discharge (1 Yz" X 2" PVC Adapter included with BN & BE Models). • On point - 9'/" • Off point - 3" • Major width - 101/8" • Height -12" SIMPLEX AND DUPLEX SYSTEMS AVAILABLE PACKAGED SYSTEMS AVAILABLE Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. 98 Cast Iron Series "FLOW -MATE" (FOR PUMP PREFIX IDENTIFICATION SEE NEWS & VIEWS 0052) FOR SEPTIC TANK LOW PRESSURE PIPE (LPP) AND ENHANCED FLOW STEP SYSTEMS EFFLUENT OR DEWATERING PUMP SUBMERSIBLE 1%" NPT DISCHARGE ~`a�R`•g u. !ok_ Test s MODEL • Autc • Yz H • Avai Varii SSP MEMi SUMP AND SEW, PUMP MFRS. 0 Copyright 2004 Zoeller Co. All rights reserved. U) LU w I PUMP PERFORMANCE CURVE MODEL 98 25 a 61 20 0 10 20 30 40 50 60 70 80 GALLONS LITERS 0 80 160 240 FLOW PER MINUTE TOTAL DYNAMIC HEWOW PER MINUTE EFFLUENT AND DEWATERING MODEL 98 Feet Meters Gal. Liters 5 1.5 72 273 10 3.0 61 231 15 4.6 45 170 20 7.1 25 .95 Shut-off Head: 23 ff.(7.0m) 009971 3 718 j azinz SK1102 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and • Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available • Double piggyback variable level float switches are available for with or without alarm switches. variable level long cycle controls. • Refer to FM 1922 and FM0806 for temperatures above 130°F. 98 Series Control Selection Model Volts -Ph Mode Amps Simplex Duplex M98 115 1 Auto 9.4 1 4 N98 115 1 Non 9.4 2 or 3 4 D98 230 1 Auto 4.7 1 4 E98 230 1 Non 4.7 2 or 3 4 SELECTION GUIDE 1. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. See FM1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel or FM1663 for a residential alternator system. CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Switches, All installation of controls, protection devices and wiring should be done by a qualified FM0477;ElectricalAltemator,FM0486;MechanicalAlternator,FM0495;Sump/Sewage Basins,FM0487; licensed electrician. All electrical and safety codes should be followed including the Single Phase Simplex Pump Control, FM1596; Alarm Systems, FM0732. most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. b1A1L T0: P.O. 80X 16347 n / Louisville, KY 40256-0347 Manufacturers of.. L-14 ��(/ �o SHIP T0: 3649 Cane Run Road Louisville, KY 40211-1961 rMIrrPuwvs.SBC.- �99-p !O. (502) 778-2731.1(800) 928-PUMP http.lAvww.zoettercom FAX(502) 774-3624 © Copyright 2004 Zoeller Co. All rights reserved. `QVAVTY PUMPS SNCE IS,,.F Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. PUMP !O_ MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 (502) 778-2731.1(800) 928-PUMP • FAX (502) 774-3624 SECTION: 2.60.050 FM0861 1006 Supersedes 1005 visit our web site: www.zoeller.com THE BASEMENT SENTRYTM SERIES 12 VOLT BACKUP SUMP PUMP SYSTEMS MODEL 507 & MODEL 510 "TAKES OVER WHERE OTHER SYSTEMS QUIT" Application: For clear water, emergency backup usage when power is off or the primary pump(s) fail. Extra Protection When the primary AC pump fails due to power outages. • Storms • Brownouts • Wiring or electrical problems No other system offers the reliability and protection provided by the Basement SentryTM Series. Extra Protection When the primary pump fails due to damage, mechanical malfunction or obstructions in the pit Extra Protection When the primary pump fails to keep up with excessive water due to rain or overloading. High Capacity Protection & Recovery The Model 510 provides high capacity capabilities for dewatering in critical installations. (See performance data) • High capacity residential locations Communication vaults • Commercial locations Computer vaults • Basement storage facilities Features: Zoellers time tested design experience gives you the needed performance and reliability. PUMPS: 12 volt highly efficient with noncorrosive pump construction. Supplied with 6' leads. CONTROL BOXES: All models have battery bum out and overcharge protection. Models 507 and 510 have a self contained 10 amp battery recharger. All systems are fully solid state automatic controllers with alarms, light indicators, and have warning systems. LIGHT INDICATORS: (Long Lasting LED) • Power supply "on" • Run light • Battery partially charged • Battery fully charged • Pump alarm "off' ALARMS: • Continuous steady beep - "low battery" • Slow interrupted beep -'partially discharged battery" (Model 510 only) CONTROL DEVICE: Reliable low voltage float switch. BATTERY CASE: The included battery case will accommodate maximum battery dimesions of 13"(L) x 7Y2*(W) x 9%"(H) and fits all group size 27 marine batteries. Made from noncorrosive polyethylene. Contains lock strap. Model 510 can be used with multiple batteries. Order extra battery case with hookup wire (P/N 007861). FITTINGS: Furnished with ALL required fittings. Model 507 has an internal check valve in the discharge and includes an additional heavy duty check valve adaptable to 1%" or 1V pipe. Model 510 includes two heavy duty -check valves to install with pedestallcolumn or submersible pumps. 0 Copyright 2006 Zoeller Co. All rights reserved. Model 507 Basement SentryTM I Products may not be exactly as illustrated. Model 510 Basement SentryTM II Muanoto Deep -cycle Battery (purchase separately) riry 1u-1g0u-rrv1v1 P/N 10-0761 -Wet (shown) Warranty -12 months from date of installation or 18 months from date of manufacture. However the 12 month warranty is extended to 36 months with the purchase of an Aquanot® battery by Zoeller. Note: Three year limited warranty valid only when a complete system is purchased and used as a backup to a primary dewatering system. A complete system includes a Model 507 or 510 Basement SentryTm and anAquanoteBattery. To validate warranty, the warranty card (FM1679) included with a Basement SentryTM Pump must be filled out and returned to the factory. Battery Life - The estimated life of a fully charged (175 minute reserve capacity) battery when the pump is operating continuously is approximately 7'/2 hours. Example - The Model 510 at 10 ft. head will pump 1,296 G.P.H. Most backup systems require intermittent pump operation. All models will provide protection for extended periods of time dependent upon stop -start requirements. NOTE: The 510 offers extended backup protection if the regular primary sump pump fails. Performance Data - Pump performance is based on the use of a fully charged 12 volt, (200 minute reserve capacity) for Models 507 and 510, deep -cycle battery with no deficiency and less than two years old. Aquanot® Battery - • Size 31 "Wet" P/N 10-0761 (69 lbs.) (Shipped via truckline only) Min. battery requirements: 200 minute reserve capacity Deep cycle, size 27, 175 . Size 27 "AGM" P/N 10-1450 (66 lbs.) minute reserve capacity. 175 minute reserve capacity LU UJ W PUMP PERFORMANCE CURVE MODEL 507/510 25 IM ■,\,-1 �0 ®� 141 • 0 . I i i i i 5 10 15 20 25 30 3 GALLONS LITERS 0 20 40 60 t10 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 507 510 Feet Meters Gal. Liters Gal. Liters 5 1.5 23 87 34 129 10 3.0 15 57 22 83 15 4.6 5 19 11 42 Shut-off Head: 17.5 ft.(5.3m) 19.9 ft.(6.tm) 009928E Note: Above performance chart based upon actual performance achieved with a 12 Volt deep -cycle battery. Some manufacturers publish performance data based upon D.C. Pump testing according to Marine Industry standards which can reflect performance of40% - 80% higher than actual battery powered performance. 009926A Min. pit size requirements: 18" diameter X 24" deep. Shipping weight of complete system, Model 507/18 lbs., Model 510/19 lbs. NOTE: Not recommended for installation with over 15 ft. Total Dynamic Head for Model 507, or 17 ft. for Model 510. CAUTIONS: See FM1311 (Model 507), or FM1139 (Model 510) Installation Instructions. MAIL TO: P.O. BOX 15347 Louisville, Ky 40256-0347 Manufacturers of.. 1 SHIP i0: 3649 Cane Run Road Louisville, KY 40211-1961 QUi7[/TY/-UMP6 sNCE ���,9�� www.zoettercom PUMP !O. (502) 77 QX73 ,1;800?s.. PUMP © Copyright 2006 Zoeller Co. All rights reserved. /�c.18c)0 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS. WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: wwwo.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering August 16, 2007 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911. U.S. Post Office Snohomish County Assessor's Office Snohomish County [reformation Services Snohomish County P.U.D. Puget Sound Energy Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest GARY HAAKENSON MAYOR Please be advised that the attached address has been added to the Edmonds address system: 1041 Grandview St. Previously one parcel addressed 1043 Grandview St. House to be demolished. Occupancy: R3 Tax ID Number: 005951.00000100 If you have any questions regarding this letter, please contact a permit coordinator at 425-771-0220. Please contact us if you wish to be removed from this list. Respectfully, Permit Coordinator Edmonds Building Department Cc: Howard Hodel 20902 67t11 Ave NE, 4332 Arlington, WA 98223 L\Temp\DST's\Master Letters\New Address8/16/2007 • Incorporated August 11, 1890 • 3,0•yj��1 / >9Ae703 / • / / ! 18626 / 18702 \ 187TH ST SW '�' •• 18711 �.\ , J /1863t 118628 • • ! 1870, m , I %� w o �PO. �r 6 A • 18704 o s i m,> t r: Pam♦! •�O ^/ 18717 18709 ! i„\ ,T . •', , �.` I 18719 1 0• 18716 ' Q ♦ I -, 1 � � --i OII 1871 -- -`- -- - ii-- 187118730 7 i 16719 18716 • ! t8730 197?6 I 0t.. j a7?5 _96oz 1B8a3' tl012 - - 1 Iy 188t / S ; Qv ' ^ "y0° I 1. ♦ 18814 1 18810 i I 18805 118809 I8732 1 18802- ,r, laeo9 leatz I 4L teso9 L w I .�- -� ' / 9)7' t 9 •/ `^ ' / r l--_- 7� 18806 ;IBeW ! dv / O• - leek ----- 1-,--0 1 18819 SI---� 1 n I1I1I1I m / 1• �,; iO � TI8824 I O /IB823 1BB18 I 1B8_2 1F 9 I-/ Ia8 J 9 AB J 88 3 t 1 821 18825 18868 _ e•QY 1e917 . iN��mi II 1e3I 1e829I ,e8101e91�18827 -- 18902 116904119906 U 18831i 18829 • _. _.-i-_.-_L_ t8901 109 I1 89I B906 ' 890? 18912 1 IS-1 t8908 —_- --_�-- I I_ 1B920 r '�18909 18831 J._- a m -� ---� t8908 •r-l__-_ 1 °' 78914)� m 18910 18914 18915 18911 I --- ` ,89?2 ./ ;� I o I� 18922 18914 I $ 18920 / - 9921 19012 /18929 ` m I m m I 1 m m IB916 9421 m _IA 1q� I ry I -� 18924� - L 1 --L.' 19005 -- ' - 1 - — m 190TH ST SW rvry 1 1900WATER�`5As 961s 9322 9306 921077 10J 190/ 19016 191079021 19017 9719 9711 9611 190789811 9829 9823 _71-5 909T9079028 lg �_-_ I ,' 9,5♦ 1—I / C RRY. ST OTtt pL SW o I 1`- v . ♦y 9J09 19025 1621 19102 `. 0�19102 �. I m rn I m I 11 I o 19105 a --_- ---.._ 9� !e r 9303 I 1 19110 - \ 'O \ 21 ` 19105 \ �oA. 1611 T j - 19117 19121 79, ` S 9225 t9120 f 1620 I 1610 I I n m I °' I °' 19120 7\!\ 1971 m I 1, 1561 19130 19128 19128 65 - I-- 19129 19125 19, ) o \� \ 1912 - 159d IS?3 ,,\��`�((( 551 •• 1542 19210 Q 19204 19210 �92NQ rn t570 1590 `�\ rs ;. \ Cl m I 9116 1561--�..-:- 1592 s°i \ 19222 W 192t3 t_ r 19212 .9214 19200 ry 1560 / lsrs�\ • / /,f 'S� \, 19226 U 19223 19219 19222 t9210 0- - 19211 { m \ 192t5 m 1520 - ..--___ I-1-�� 19225 m 1540 -rt a39 rOS ryrO ' r 19_28 1 J o m o 19226 19230 19220 ^ N. }- J T I 19232 I 19225 . ' 1 O / 7y� .m . � � ♦01' .' 1� ._� P m 19308 9� n ♦. zj7 1029 ♦ m ' rOdj ,1441 ! \ 1506 .y .' J� 19716 19309 193t 1 \ ,' \\\ �ry / j 1515 m 19314 m 002 1429 / j/ /'% -�� a m m 9509 Iozz\\ !� Gr /' d ; �1505 9s1s ♦y 1 i %/ sla sol % 1428 , / \ . � /' FOREST DELL OR �� 1030 \ 1Oa9 1512 - 9507 / 1422 �\ \ J / ^� 9szo j 1428 9055 /1450 1036 // 1439 • • I . 9125 \/♦ /1019 r `.' \ / 1441 I 1420 1430 1428 \• /I016� lU `j 31 V \� 10.70 , �' • /� __ .. 1421 / \ 1 1 .' .�Q./ / . 1440 1416 1 t 09 1422 1420.�' 1020 ` %-1� ``� 19516 I -_ 827 , \ 1428 i14171 1410 �•. 1030 / I� �-- 41y �1402 -1 - ,•1 / /i 1412 19518 -J ---' y. �� 142a 10a7 I \ y♦ -y N 19515 19511 j SUndstone 1� 4f; \� 1702 / / \ 10031410 I I 1414 Ary ryy 130(Sf � �---_ 1a05 1 �_ 19520 ato ��ti ton toss i4a9 jI _ m ---JJJ PUG ... _ 1400 1 �_ _ P1 K;FT DRIVE t952a Er K-' I 912 910 o I m N 1324 /✓ I / I 1323 1 . 908 y_- _ 9,4 1315 1312 1313 a m 90p 1309 m I 6 916 \\ Edmonds 1304 1306 1306 1305 PQGET.WAY 1303 3 El m nt Z' me 1g9v • CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.dedmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering August 1.6, 200E MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911. U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest GARY HAAKENSON MAYOR Please be advised that the attached address has been added to the Edmonds address system: 1041 Grandview St. Previously one parcel addressed 1043 Grandview St. House to be demolished. Occupancy: R3 Tax ID Number: 00595100000100 If you have any questions regarding this letter, please contact a permit coordinator at 425-771-0220. Please contact us if you wish to be removed from this list. Respectfully, Permit Coordinator Edmonds Building Department Cc: Howard Hodel 20902 67t" Ave NE, #332 Arlington, WA 98223 L\Temp\DST's\Master Letters\New Address8/16/2007 • Incorporated August 11, 1890 • Sister Citv - Hekinan. Japan 187 18621i 187TH ST SIN ------ 7 T--- af'28/ 711 18 > /Zx Q * . 118715 87 18717 ..... 18732 10, Zi 18; J11 9602 q� 9jOs `' 68 3 2 18814 18810 3�[ 1 1 18732 1 '8802 '6809 Sol, 8805 81309 18806 7 w )7 18819 18818 16822 IM4 ISW3 18825 18806 1881-3 9/ 188 1��18827 16817/ 'o 18823 "0' 18902 ,8904 I ego6 0 '9 '6' '& 16 8 3 �l IS. 82\9 18901 16909 18902 'g, A\ / 18906 0 18912 1 16910 18908 t8920 18908 18914 18910 16914 16922 18914 16922 16920 C 16924 c2 ;7 16922 9921 16929 19WO 12 16916 9421 19005 190TH ST SW WATER9s3a 9615 19011 o 190 1905 �19013/ 9815 9425 / /9322 9308 9210 :1 � 19017 9719 97,11 I I 9021 19015 1 190111 19107 gell 9829 9823 9819 19016 90 T'4 19026 9715 96 19026 1 1 . 'S —1.0214 — pt 0 RRY ST w .\' i 9309 [1901251, 1621 A 101.102 1p 19105 11102 9 9303 ; 19105 191 922� 19124 Ig, 1611 '9"7 19121 1620 161 19120 . , 1561 19130 19128 1 19126 65 1576 19129 19125 191" 1912 1596 IS23 551 M2 19210 cc: 19204 19210 is " \" 19222 19213 9116 !l! 1561 19212 19214 19200 1560 — — 3: 19211 19218 19210 19215 19223 19222 a, 1540 19228 ir 19232 0 — 1439 0 M 19.43 19226 19230 19220 225 1530 19308 I9316 19309 19311 ' 1520 Isis N 19314 1002 9509 9515 1 2 14, 1505 A 1514 1ao1 142e DELL FOREST DEDR 9507 3 1030 1512 1422 9520 1428 9055 1450/ 1 432 1036 1439 9125 to19 --�/1441 142D 1430 1427 1010 1428 1430 to 1016 1440 1421 1416 1109 19516 \ 1422 1420 1020 1428 1417 827 / 1418 1030 1402 1412 19518 1424 1047 1\ 13 02 Sundstone 140; 1410 19515 19511 13 414 13 1405 19520 1 1055 1407 lao9 �PuaEl 0; pFT nRE 1400 04 0 912 1 V,J i o1324 1323 914 1315 1312 1313 1906 13W Edmonds 1.304 1305 1306 1303 1305 FUGETWAY. z Element • • PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET=FILE Name: d Date:: Site Address: pre� !ei/1� �K Plan Check #: Project Description: n�v. � Reduced Site Plan Provided: (YES / NO) Zoning:�Z- Map Page:'-�?o 4 Corner Lot: (0 NO) Flag Lot: (YES / ) Critical Areas Determination #: 2O07—DO�� ❑ Study Required Waiver SEPA Determination: Exempt ;_ G 14(s ❑ Needed (for over 500(okis yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks-1/�cLa jC: Iv'neord te Street: / Side: Side: // S Actual Setbacks I� S Street: / Side: ! Side: �J / I-A� ❑ Detached Structures:°'n !1�-%eXceeo� 3(0 �z`l!n Jtu Rockerie ❑ Fe /Trellises: iws/Projecting Modulation: Vstairs/Deck: Buildin Hei h S Datum Point: S �� M , Datum Elevation: l �j©, 04 Maximum Height Allowed: �j V127.6-7" Actual Height: Other Parking Required: 2, Parking Provided: 3+ Lot Area: 17 5_0O Maximum Lot Coverage: 35% Proposed:, Lot Coverage Calculations: h2 2S -F 33 oh GVi2i D cAleS G"se.!f'S ho W ew-e- e,O� ADU Created: (YES O) Subdivision: Legal Nonconforming Land Use Determination Issued: (YES O Coml nts t�►h�.y� /h �lol /h b��� dt7f- ca�G S �ettS� �f- lJ/5 Se.e., a_ae. 2�, yv, o3D C y CY) Plan Review By: Planning Data Form 04-11-06.doc t PLANNING DATA STREET FILE SINGLE FAMILY RESIDENTIAL Name: ► 11 _/ { 1 _ /_I _ Date: Site Address: Jr V; ecZ Plan Check #: _ Project Description: 3 -J�Amr a- 151 Seca4 c1,Abice, --6-W-v ea% —4kr File JVa. aL-O-acolf-a5Go. Reduced Site Plan Provided (YES NO) Zoning: Rs- Q Map Page:Wq Corner Lot: YE J NO) Flag Lot: (YES J O) Critical Areas Determination #: - rdUG%� a,,c%r o«-dclreSZ, off' loy3 G ,,. v;ez isk• ❑ Study Required Waiver SEPA Determination: F c�,p} Exempt - � S g�klp- 33c.y. CA -.nc/ 9 (-.Y -'.11. ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: � Side: l , 1 Side: `oi r Actual Setbacks Street:(,, r Side: + Side: t d- VAW: z ❑ Detached Structures: ❑ Rockeries: None-8", . ❑ Fences/Trellises: Bay Windows/Projecting Modulation: 8,�by t` inc%c.--) _ u�Per {'loer o%eisn`�r Gbc,},1¢�er over e.,Aer:or Stairs/Deck: Buildin Hei ht Datum Point: Datum Elevation: + i Maximum Height Allowed: / i Actual Height: i a Other Parking Required: Parking Provided: Lot Area: j Maximum Lot Coverage: 35% Proposed: 97 1 ! /o Lot Coverage Calculations: Res'de�ce�q�- a� ��•G� g Tc+A 3,3a8.1o3*r ,600ip = 19 ADU Created: (YES JQ Subdivision: Legal Nonconforming Land Use Determination Issued: (YES /Q Comments Plan Review By: Planning Data Form 04-1 t-06.doc #P20 Critical Areas Checklist CA File No: UA70-7 Ov *17 Site Information (soils/topography/hydrology/vegetation) 1. Site Address/ Location: 2. Property Tax Account Number: CX 2 59,!U - 060 -615) LOD 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; no. If yes; how is site developed?. &.. a —1"aa IC W I ecJ I t-lew c ?, 5. Describe the general site topography. Check all that apply. 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 than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a 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 _ 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: ' S For City Staff Use Only 1. Plan Check Number) if applicable? fV .� P/ -Z � cq 0 ��P Q 2. Site is Zoned? It Z - 3. 4. SCS mapped soil type(s)? CriPcal Areas inventory or C.A. map indicates Critical Area on site? r, 55 f reyy' . LI j- G 5. Site within designated earth subsidence landslide hazard area? 8/0 DETERMINATION REQUIRED WAIVER • `ec. 1 %9'*, City. of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas 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, maps, or soil surveys). Date Received: 5 22 Zcv-j City Receipt #: Critical Areas File #: -- D -71 Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City .of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising. from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application o the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DATE _V2, I /C,7. Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property. for the purposes of inspection and sti 7 attendant to this application. SIGNATURE OF OWNER DATE 5`u /07 PLEASE PRINT CLEARLY Owner/Applicant: Applicant Representative: . Name Street Address Street Address Ae- �f.� fD ,v Lon- ?IT Z Z-3 City State Zip &Li " 6AN- ciZZ3 City State Zip Telephone: (0 •LS- L-2 Z 2 '-. 5/1 1) Telephone: CgZ5 ) 3 Z%' 311-0 Email address (optional): Email Address (optional): l;jphhj e - e_C I'y - ^&-f APPLICATION The Cityof Edmonds for SIDE SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION O REPAIRS 117-04650 OWNER........... rlrel.ner,-A.L_----------------•--•---•-••------------........._................ CONTRACTOR........................................................ ...--------------------------------------- PERMIT No....................... ADDRESS ------- � 04.....G1"d11dVl_eW...St......•--........•------------------------------------ LEGAL DESCRIPTION: LOT No............................................... BLOCK No. ............................................ NAMEOF ADDITION..............•----..................................---••-...................._..._... .0 DYE TESTED ON SEWER,1972 Approved: DATE................................................ BY•-------•---•-------...._.......------..._............................ 10 PLANNING DATA STREET FILE SINGLE FAMILY RESIDENTIAL - --------- Name: Date: l Q - -- -N: Site Address: v► �py3 ccl� Plan Check lQy6i'�� -----) ---------- -z - - Project: Description: 70 S� G�f �f 0'I - - -- -- --- - - ----- Ma-e_�r/'S 1'M _ Reduced Site Plan Provided. ES / NO) Zoning: S Z Map Page: Corner Lot: (YES / NO) Flag Lot: (YES Critical Areas eQ termination 1#: -C 7 ❑ Study Required Waiver SEPA Determination: ,Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setback.S,_� e 0 v Stree -: 2 S Side: j D Side: r: Z - ---- - - - ------ ---- ---------------- Actual Setbacks Street: \ -2 s Side: Side: A./ q Z Rear-: .�v 173 ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: _ Huildin Height Datum Point: Datum Elevation: / y Maximum Height Allowed: Zs Z "1- 6 Actual Height: l r 0-/ . 6 7 r Other Parking Required: Parking Provided.-�— Lot Area: /-� �O O / 6 Maximum Lot Coverage: Proposed: ! 9 la Lot Coverage Calculations: UJC ! �W'it y 'G� -- .3 Y6 6' ADU Created: (YES / 1�0 Subdivision: do Legal Nonconforming Land Use Determination Issued: (YES Coantrments q t try k�- (-a)c A- 10�_33 g1o.661q: loZ-6-7 g- 1ol-� C w_ (6 f LS- 127.67 U" 103.E Plan Review By: Fidn iq Data form 04 -11U6s1oc DWELLING. PROPERTY OWNER PUBLIC RIGHT-OF-WAY PUMP CONTROL PROPERTY LINE PANEL FINISHED GRADE T . 3' MIN. COVER 5' MIN. _ 2.Ir GRAVITY TO CITY STORM SYSTEM SEE DETAIL 'A' FOR CONNECTION IN THIS AREA FORCE MAIN 2' IPS POLY HI-MOL PIPE (200 PSI) I PUMP I ASSEMBLY PROPERTY OWNER PUBLIC RIGHT-OF-WAY ED 2' FORCE 6' SDR 35 PIPE MAIN STORM PUMP SERVICE LINE NOTES t7/X 6' SDR 35 SPIGOT (W/ 6' GASKET) 1. WRAP AND TAPE 12 GAUGE TRACER WIRE EVERY 10' TO THE FORCE MAIN. 4' SCH 40 HUB X 2' SCH 80 SLIP X THREAD BUSHING BRASS MIP X IPS COMPRESSION FITTING WITH STAINLESS STEEL INSERT DETAIL CITY INSPECTI❑N REQUIRED PRI❑R TO BACKFILL -CITY, REVISIONS APPROVED BY DATE GRINDER PUMP SERVICE CONNECTION TO GRAVITY STORM SYSTEM �89p-1990 DATE SCALE NTS DWG NO. ACCEPTABLE TIGHTLINE MATERIAL, SDR 35 SCH 40 N.12 1=810 HANCOP LOT SLOFE : 55.75096 LOT GOVERACGE LOT AREA: 11500.00 S.F. HOUSE/GARAGE AREA: 2566.6"7 S.F. PORCH/PATIO AREA: 461.g6 S.F. TOTAL AREA- 3325.b3 S.F. = 1g.02% MAXIMUM COVERAGE: 35%,-" SURFACES TO TO !Vr,rHIN 211DAYS DRNEWAY OQ � j IC-0 1/4' QV9 ,AI/ tK�0 'ySLADIFE LOT 3 0 TAYLOR TRACTS VOL. 12, PG. gl @p N / 0 8 / 0 7 TOUTS v 5046 OWNER/CONTRAMR IS RESPONSIBLE FnR EROSION CONTROL AND DRAINAGE •Y P. dAROULET \ pp S TE OF WASHINGTON I MFERV I OUS AREA 3 LOT AREA: 1-7500.00 S.F. T $ ROOF AREA: FIRE PLACE AREA: PATIO AREA: 25,51.00 S.F. ?' DRIVE/WALK AREA 1520.b"I S.F. TOTAL AREA: /o R o,,L ems, s colic. K-1K C p QG L A HEIGHT GALGULATION 'A' fo �o tD POINT POINT 'B' 101.50 � 2.16 POINT G 102.16 aN D POINT 'D' 103.6-7 Sh �J TOTAL: 410.66 /�C►'I't 7H 410.66 / 4 = 102.67 IO2.6-1 + 25' = 177.67 MAX ALLOWABLE HEIGHT k %�qr c. 12'1.6 7 - 12"1.27 PROPOSED RIDGE = .40' PROP05ED RIDGE IS .40' BELOW W ALLOABLE HEIGHT 6V T E F�' L AN " SCALE : I = 30'-O" 0 50 60 120 J >�°00 Zone Ceths. 1I `E R LARRY 50HREUR5 11631 FAY RD NE CARNATION, WA. g8014 425154-2525 SITE ADIDRESS 1045 GRANDVIEW 5T EDMONDS, WA5HINGTON TAX PARCEL �I II ��Lj ITS II III PLAN M5225ABF-12 MAIN FLOOR a. W5100 UPPER FLOOR EL. 112D9 NI64 " EL. 101.46 LOW SLAB Is- 101AS RIDGE ii 12,ZT LOW F00117IN6 a. 9967 m N 00 to 3i � to w F- U oaa °a�LL 000 O C. _O W � � CID a N —w W �amo z i�;qj QUQ 0 LL LL z0� C o H Lb 01 erZFla aV) �— Actual � C) kired! {. U U i o /.G� T i STREET. FILE tl U IN � O QL REVISION ISION act-2 5 2007 BUILDING DEPARTMENT CITY OF EDMONDS ANW JOB NUMBER: 01022-T Zone — f Z Corner /,c-. Flamm_ Setbacks Regunred - A` Front Z. 5 > 2 .- Sides I(D 1tv >Io Z Rear g Other 7-5- 33 Height 25-- 16 LOT SLOPE: 53.75°0/ LOT GO\/ERAGE LOT AREA: 1'7500.00. S.F. HOUSE/GARAGE AREA: 3 PM4 S.F. PORCH/PATIO AREA: 461 06, S.F. TOTAL AREA: = Iq.S��25K MAXIMUM GOVERAGE: MFERV I OUS AREA LOT AREA: 1'I500.0n S.F. ROOF AREA: ,43 WVS.F. FIRE PLACE AREA: 4.00 S.F. PATIO AREA: 254.00 S.F. DRIVE/WALK AREA 11'71.67 S.F. TOTAL AREA: 4413.38 S.F. = 28.42% HE 1 GHT CALCULATION POINT 'A' 105,55 POINT 'B' 101.50 POINT 'G' 102.16 POINT 'D' 105.6-7 APPROVED BY PU �i z LOT 3 TAYLOR TRACTS VOL. 12, PG. 41 TOTAL: 410.66 410.66 / 4 = 102.67 102.67 + 25' = 127.6"1 MAX ALLOWABLE HEIGHT 121.E-1 - 12"1.2-7 PROPOSED RIDGE = .40' PROPOSED RIDGE IS .40' BELOW ALLOWABLE HEIGHT SITE CLAN SCALE : I" = 50'-0" •❑ IING r 06 .Qi \DQ tK00 gar SLOPG GRADE b' //��o� ;v WITHIN FIRST 10, V 4' PM DRAIN GUTTERS/DoWNSpOUTS Tod NECT TO EXIST. SYST. 1 fi .0 CJ 120 Be /�? 10 Al f 0 , OMER SITE ADDRESS 104$ GRANDVIEW ST EDMONDS, WASHINGTON TAX FARC.EL NO. 005451-000-001-00 0FvD'?j ONE >-12 5046 JEF 13 "• (P. de!OULET i STAT' F I d kSHINGTON �cu u PM CO 6 PLAN M3225A3F-12 MAIN FLOOR EL. 10500 UPPBt FLOOR RIDGE aEL. 1O12IDT9 NIGH SAB U... OLOW SLAB �IO"' RECEIVEI /7) LOWFOONG a967/ JAN 2 2 2008 BUILDING DEPARTMENT CITY OF EDMONDS f O cli r- z Qa 19 U �mw La ax —j zcj cc OLL 3 O O O V a F co � N GD NCD c? z w W U W aLLLL u- p 0 N 1f1 co m V) UW Nrr U� ne0 Q Z ANW JOB NUMBER: 010221 v N I 0 0 N L U O 0 .w SW 114 OF SE 114 SEC. 13, T. 27 N., R. 3 E., W.M.; SNOHOMISH COUNTY, WASHINGTON /ASH/NGTON » »J , � „<..: .. . ..� .. 3r. .Y r, :,:: ..,..» ,» <.: ,,.. ,.. „:, ., >, ,..,. :: ., ,,,; :,,•,. ,.•.. s...,. r. ., ,... .>. .o. :. ..t ,d. .•a„ ,,,».. ,,..: r,» ..v,.. :v. »Y :. ., e,:. ,ir. ✓io'£n,F,rL.:it;:.ni' T ,Y„=.•..• ,,.t.». J, .. ,,.5 ! F, u, 9. e Jrt f s �s:r. .,.., x,;Jf. 's,. .»,•. :zr are z-,. ,g», ;.,, ';:, ,: ,; ,. .. Jv. 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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF EDMONDS CODES AND STANDARDS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND ON THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF EDMONDS. - 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO CITY OF EDMONDS REVIEW CHECKLISTS. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF EDMONDS PRIOR TO CONSTRUCTION. 3. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF EDMONDS, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTUP; . IS IN PROGRESS. 5. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH CITY OF EDMONDS MUNICIPAL CODE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. DRAINAGE NOTES: 1. ALL DOWNSPOUTS SHALL BE LOCATED AS SHOWN ON THE ARCHITECTURAL PLANS. 2. DRAIN PIPE SHALL BE 47OR 6" POLYVINYL CHLORIDE (PVC), MEETING THE SPECIFICATIONS BELOW: a.) PVC PIPE SHALL BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034 AND SHALL BE INSTALLED PER ASTM D2321. JOINTS SHALL CONFORM TO ASTM D3212 AND GASKETS SHALL CONFORM TO ASTM F477. b.) PERFORATED PVC UNDERDRAIN PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M 278. THE MAXIMUM PIPE SIZE IS 8 INCHES IN DIAMETER. 3. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF WSDOT/APWA STANDARD SPECIFICATIONS SECTION 7-08. 4. THE HOMEOWNER SHALL PROPERLY MAINTAIN ALL DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. 5. FOOTING DRAINS SHALL NOT BE CONNECTED TO DISPERSAL TRENCHES BUT SHALL DAYLIGHT ON PROPERTY AND DRAIN AWAY FROM HOUSE AND DISPERSAL TRENCHES. 6" 0 DI IE=97. -r14 V� TABLE OF CONTENTS 1 ROAD AND STORM DRAINAGE PLAN 2 NOTES AND DETAILS 131ki-Inn on .... . GENERAL SITE INFORMATION SIZE ADDRE- 1043 GRAND HEW ST EDMONDS, WASHINGTON TAX PARCEL: NO. 005951-000-001-00 ZONE: RS-12 LOT COVERAGE LOT AREA: 17500.00 S F. HOUSE/GARDEN AREA: 2866.67 SF PORCH/PA770 AREA 461.96 S.F. TOTAL AREA: 3328.63 S. F. =199 MAXIMUM COVERAGE- 357. IMPERVIOUS AREA: LOT AREA: 17500. 00 S. F. ROOF AREA: 3391.97 S F. FIRE PLACE AREA: 9.00 SF PA 77ON AREA 259.00 S F. DRIVE/WALK AREA: 1320.69 S F. TOTAL AREA: 4980.40 S.F. =28.469 CONTACT LIST.- OWNER/APPUCANT.• SURVEYOR: HAROLD HODEL AXIS SURVEY AND MAPPING 20902 67TH AVE NE 1JO05 NE 126TH PL ARLINGTON, WASHINGTON 98221 KIRKLAND, WASHINGTON 9804 CONTACT DEBBIE GUNTHER CONTACT- MITCH EVANS PHONE- (425) 327-JllO PHONE' (425) 823-5700 ENGINEER: LAND DEVELOPMENT CONSULTANTS, INC. 14201 NE 200TH ST 1100 WOODINVILLE, WASHINGTON 98072 CONTACT MARK VILLWOCK, P.E. PHONE- (425) 806-1869 EMAIL: MVILLWOCK®LDCCORP,COY r I,8 "4 _' o F-1 t w u w 5 e e SEE TABLE THIS SHEET ARCHITECT - ARCHITECTS NORTHWEST 18915 142ND AVE NE SUITE 100 WOODINVILLE,, WASHINGTON 98072 CONTACT ✓EFFREY P. DEROULET PHONE' (425) 485-4900 STORM DRA/N YARD CLEANOUTS CO# RIM (FEET) INVERT (FEET) A 100.50 98.10 B 100.50 98.66 C 100.50 99.00 D 100.20 99.25 E 100.20 98.40 F 100.50 98.30 G 101.00 99.00 PUMP FLOAT EL PRIMARY PUMP: FLYGT READY 4 9325 SECONDARY #1: ZOELLER 507 400 SECONDARY #2: ZOELLER 507 9600 3 DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED BY AXIS LAND DEVELOPMENT CONSULTANTS, INC. ASSUME NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. OCT2" Ma' BUILDING DEPA T Mc-' 1`r- CTY OF EDN0N0;4 Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) E n TRENCH EDGES MUST BE SAW CUT AND TACKED PRIOR TO FINAL TRENCH PATCH 6 MIN. DEPTH 1-1/4 CSTC SW 114 OF SE 114 SEC. 13, T. 27 N., R. 3 E., W. M.; SNOHOMISH COUNTY, WASHlNGTON MAX. TRENCH PATCH PAY WIDTH (SEE TABLE BELOW) ------------------ ------------------ ------------------ ------------------ ------------------ SEE E2.3 BACKFILL MATERIAL (SEE NOTE BELOW) W i o N BEDDING MATERIAL _____� (SEE NOTE BELOW) N 0 T E: REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION TABLE 1: MAX. TRENCH PATCH PAY WIDTH TRENCH DEPTH PAY WIDTH 1'-4' 40" 4'-10' 60" 10'-20' 72" •'�90-19gv E.Q.-M-01N. .-S'' REVISIONS APPROVED BY DATE STAN DAR D D ETAI L D. GEBERT 10/6/03 TYPICAL TRENCH SECTION..- D, GEBERT 07/28/05 DATE 7/24/01 SCALE NTS DWG NO. E4.2 NOTE TIGHTLINE AND DETENTION SYSTEM INSPECTION REQUIRED BEFORE BACKFILLING U)w 0z ROOF GUTTER U = U °-� 4" MIN. PVC STORM PIPE z W I CLEARANCE (TIGHTLINE) a_ 4" MIN. OUTFLOW PIPE TO APPROVED \ STORM COLLECTION POINT CONTROL CATCH BASIN DETENTION PIPE (REFER TO: TABLE OF STD RESIDENTIAL DETENTION SYSTEM SIZES FOR PROPER SIZE) RUN—OFF 10' MINIMUM SPREADER TRENCH OBSERVATION WELL OBSERVATION WELL WITH METAL CAP AND LOCK 00o.00 47 MIN. PERFORATED PVC PIPE WRAP- TRENCH 2' WASHED ROCK/2" ENTIRELY WITH FILTER CLOTH RUN—OFF SPREADER TRENCH Mel I11, CITY STORM CATCH BASIN NOTE: 1. SAND COLLARS SHALL BE USED WHEN PVC PIPE IS CONNECTED TO THE CATCH BASINS. 2. ALL PIPE SHALL BE GROUTED INSIDE AND OUTSIDE THE CATCH BASIN. DITCH SHALL ROCK LINED 5' ON EACH SIDE OF THE PIPE TO A DEPTH OF 6". 4" MIN. OUTFLOW PIPE EXISTING DITCH 1. APPLICATION OF SPREADER TRENCH MUST BE APPROVED BY THE HYDRAULICS ENGINEER. 2. IF THE SPREADER TRENCH IS APPROVED AS THE COLLECTION SYSTEM FOR THE DETENTION PIPE, PLACEMENT OF THE TRENCH SHALL BE PERPENDICULAR TO THE CONTROL CATCH BASIN. 3. PLACEMENT OF THE SPREADER TRENCH SHALL BE A MINIMUM OF TEN FEET FROM THE CONTROL CB. 4. THE SPREADER TRENCH SHALL NOT BE PLACED UNDER PAVED SURFACES. 'a90-199v APPROVED BrREVI S I O N S[ATE STANDARD DETAIL APPROVED DRAINAGE COLLECTION POINTS DATE 7/24/01 SCALE NTS DWG NO. E5.1.1 :2, XW Oz U 10' MIN. z I CLEARANCE NOTE TIGHTLINE AND DETENTION SYSTEM INSPECTION REQUIRED BEFORE BACKFILLING GUTTER PVC STORM PIPE I-- (TIGHTLINE) 4" MIN. OUTFLOW PIPE TO APPROVED STORM COLLECTION POINT (REFER TO DWG 5.1 FOR APPROVED COLLECTION POINTS) CONTROL CATCH BASIN PIPE DRAINAGE TIGHTLINE FROM HOUSE CAN CONNECT TO EITHER OR BOTH CATCH BASINS. FINISHED GRADE TO APPROVED 1.07. SLOPE COLLECTION POINT 1' MINIMUM DETENTION PIPE LENGTH CONTROL (REFER TO: TABLE OF CATCH BASIN STD RESIDENTIAL DETENTION SYSTEM SIZES FOR PROPER SIZE) "6111111111121 CONTROL CB Uj0 D C- O MOM 2 z z '- O O W DEVELOPMENT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MUST HAVE THE DRAINAGE PLAN PREPARED AND STAMPED BY A LICENSED CIVIL ENGINEER. ANY PLAN FOR A PROJECT LOCATED IN A CRITICAL DRAINAGE AREA, ENVIRONMENTAL SENSITIVE AREA, OR A SITE PRESENTING SPECIAL PROBLEMS, MUST BE PREPARED BY A LICENSED CIVIL ENGINEER, REGARDLESS OF THE IMPERVIOUS SURFACE ON THAT SITE. ALL OTHER DEVELOPMENTS NOT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MAY USE STANDARD PLANS. 'a90-199U ADJUSTMENT RISERS I: D:m-0:: L. REVISIONS STANDARD DETAIL APPROVED BY DATE D. GEBERT 10/6/03 STANDARD RESIDENTIAL STORM DRAINAGE SYSTEM DATE 7/24/01 1 SCALE NTS I DWG NO. E5.1 20" X 24" METAL FRAME AND GRATE FOR CATCH BASIN. 24" ROUND METAL FRAME AND GRATE (W/ "DRAIN" ON IT) SHALL BE USED WITHIN THE TRAVEL LANE AND SHALL BE OUTSIDE THE WHEEL PATH FINISHED GRADE X b< Un zo POLYPROPYLENE SAFETY STEP T 12" O.C. (TYP) v 4 'Ld V/ 0 r z ' .,: O w Un ,4 '. LADDER SHALL BE SECURED TO WALL •: o OF CATCH BASIN ce • N NOTE: ALL CATCH BASIN LIDS SHALL BE LOCKING 'C90-199V APPROVED DEVISIONSDATE STANDARD D ETAI L D. GEBERT 10/6/03 CATCH BASIN TYPE II (481 DATE 7/24/01 1 SCALE NTS DWG NO. E5.3 MDTy ONS��c1©D D Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) m L0 Z 0 Z a U) U w W 0 0 z � '\ M co co yw m �I C ro� c X 0a • N v+ 0 O� •� El - co 0 o C QL C z ti 3 'O uc V N sr C rn o Q C 00 a� N �a LU LU AkAo J L LW/ LIB Q Q l♦UA)mr Admolk0 W OW^ %010 C) JOB NUMBER: 07-136 DRAWING NAME: 07136C—DT01 DESIGNER: MEV DRAFTING BY: SMB DATE: 9-21-07 SCALE: AS SHOWN JURISDICTION: EDMONDS Wumv,k TMO 1 SHEET 2 OF 2 �Bm�1a�y 4i 3a .ems 5 ,0117 MILDING DEPARINEN i CITY OF I=DA°,ONDS M7 Ss Fs STREI LC i i �) 5'-5 5/511 UA tu ID �I C 06 QLU O OI p O r I I LOT 3 102.3 � i LOT 1 3.58% SLOPE �I- � / � \ I \ I'll`Vo 00/ o 0 ,Ae 0/ I , \ T,4YLOR TRAG75 VOL. 12, PG. 91 ?0� SLOPE GRADE WITHIN FIRST 10' \ STRUCTURE TO\ 1 BE REMOY D �1 1� of / / \ \ RES I DE1�GE 4 FTC. DRAIN \ I rt Ex C�ARAC�E evil �� ., � � � 1 10 CCNN�C Jop %fto/ % . . . . . - '\, �� //x I r S ♦ \ ��2 Ste/ V / s ®I \ / � / 0 \ ♦ N / Is�� / / / I / S ♦ x (19 S 0) s � GB S / s / MAIN FLOOR \ UPPER FLOOR 6) HIGH SLAB S LOW SLAB / \ RIDGE SSMH LOW FOOTING I f=L.AN s 69 20' SCALE : I" = 10'-O" O 10 20 40 I HAROLD HODEL / 20g02 6'7TH AVE NE / ARL I NGTON, WA. ct8223 425-32-7-3110 -°� �",4���Y / 104t GRANDVIEW '^I A-y-`f'' REPRODUCTION °^° EDMONDS, Y 4ASH I ION OF THESE PLANS BY °° / ANY,'BEANS IS P," -IIBITED o E3Y FEDERAL LAW. VIOLi,TIONS ° A,RYE PUNISIf' BLE EY FII;'FS_ UP o r Council • > TAX Aaf Publishing : (n _Q t _y�a Homey D; Hers o NO. 005Q51-OOO-I/..l% �; 0050,000 PER OFFENSE o "' CALL THE DESIGNER TO e° / t °- o° OBTAIN LEGAL COPIES e° b% / �: � ®'� I � �' /°p� OFTHIS PLAN. °(:� APPRfON AS NOT. �F- NEERING / 0 1 I/- 6/ U0 0 1/ 1 8/ 0 8 PPU Zone ,PS- / Z Corner, `� Flamm e b ck Emu Front 2 as - Sides 1 o i d ) t o 7q Rear Other zs 33 Height z5- �6 LL. IV✓.;-/ k-/ EL. 112.55 EL. IOI.cf6 EL. 101.65 EL. 12-7.2-7 EL. c1q.6-1 LOT SLOFE: 5319ol ,SOT GO\/ERAGE LOT AREA: I O F HOUSE/GARAGE AREA: 3006.6i S.F. PORCH/PATIO AREA: 461.Q6 S.F. TOTAL AREA: 4468.65 5.F. = Ici.52% MAXIMUM COVERAGE: /2' v --a5 0 I FERVIOUS AREA LOT AREA: ROOF AREA: FIRE PLACE AREA: PATIO AREA: DRIVE/WALK AREA TOTAL AREA: 10C S.F. 4a'73.55 S.F. 25.42% HEIGHT GALGULATION PO I NT 'A' 103.35 PO I NT 'B' 101.50 PO I NT 'C' 102.16 PO I NT 'D' 103.61 RECEIVE JAN 2 2 2008 BUILDING ,OEPARTMENT CITY OP EDMONDS TOTAL: 410.66 410.66 / 4 = 102.6-7 102.67 + 25' = 12-7.6-7 MAX ALLOWABLE HEIGHT 127.E-7 - 12-i.2-7 PROPOSED RIDGE = .40' PROPOSED RIDGE IS .40' BELOW ALLOWABLE HEIGHT 0�- WU ww o p (vn)U Q 0 (n �W�� �F-WLL F-OUjZ UZOOJWUO �N- CED2O0W�WIL 0 Q= a U w W p F xM 1+1N~Zo�I-ZQWLd O§:�ao§N<Ld F= §Ot F-ffi,'"WZFV-I —� 2 Z83dZZU W S J} Q Z LL2MO,0- 0DMLw �a�N Wd Urn-�,ZWW W OfFQO�IN-WNa2 WZ�QN�0 W._06 w~ ~ F J W O Z O Z Z H W2��Woo<Fno H <o ofOw=FWOOWU Q O Q 2~ W Q�� 0 ofn-ZWF-�M§LLMLLQQ V) ^ o o U LU < °� _ W W"_ J � ~ z N I 0 vQ °o •• 3:LL Mr000 000 (i {� �./ In N 0i00fn F N 1) 00 LLI N z r U W Z) w wu-u- O Q I 0 0 z N d' T L6 00 r 0 ul z 3 V lu C n V / a f � UA N r W lu W —1(4 z _ 1 O V ks) 0 'I)1xQ z w IL 0 —� a OL DESIGNED BY: DATE: TO I aq'i DRAWN BY: DATE: 5WD 0/00 REVISED BY: DATE: GJB 1/51/0-1 BLH 5/2c1/0-7 DH l/IS/08 LATERAL BY: DATE: ME I 5/25/0-T LATERAL JOB NUMBER: 0-1-150 I ANW JOB NUMBER: 0�0221 STREET FILA FEB 04 2008 RECEIVED 4U N JAN 2 2 2008 BrORNOT BUILDING DEPARTMENT CITY OF EDMONDS 5'-5 5/8" Lu LLI LL IU z_ tu cv \ 10 p O O l n O f I I 102.3 / J / J / �Im / iXl� / ♦ 5.585?/o SLOPE / DRIVEWA`r oo DRIVEWAY PROFILE FATIr 40'-0 1 /4" LOT 3 TAYLOR TRAGTS VOL. 12, po. 1� I too\ SLOPE (SRADE 611 MI iRooF 5555.71 SF 6. DRAIN �-Y, ,fl 106.41 I � I/ I I �J /601 1 A '' Q 0) s \ \ I WM / i (19 S Y G / S � / GB 0) S \ I HAROLD HODEL / 20a02 67TH AVE NE / ARL I NGTON, WA. a8223 \ / 425-327-3110 09 / 51 TE ADDRESS l 1043 6RANDVIEW ST EDMONDS WASHINGTON TAX. FAR(f,,EL / NO. 005a51-000-001-00 I F yY1 1y 1 j 0 , \ \ zo A / LOT sLoFE.4e LOT G OV E R or LOT AREA: PPU HOUSE/GARAGE AREA: 30066,T-S.Fr:. ApERGVED AS NOTED ) dV 04GINEERING FLAN M5225A5F-12 S \ MAIN FLOOR EL. 105.00 \ UPPER FLOOR EL. 112.83 69 HIGH SLAB EL. I0I.a6 S LOW SLAB EL. 101.63 \ RIDGE EL. 127.27 Z�� FZ, A*s I N /o�N r�� N \ SSMH LOW FOOTINEL. aa.67 s G 20 SCALE I " = I O'-O" O 10 20 40 PORCH/PATIO AREA: 331.2'�ir.�,.f�s:" TOTAL AREA: 3468.63 5.1=. MAXIMUM COVERAGE: -, o I MPERV I OUS AREA LOT AREA: ROOF AREA: FIRE PLACE AREA: PATIO AREA: DRIVE/WALK AREA TOTAL AREA: 3533.7I S.F. a.00 S.F. 25a.00 S.F. 1171.67 S.F. 4a73.38 S.F. HEIGHT GALGULATION PO I NT 'A' 103.55 PO I NT 'B' 101.50 POI NT 'G' 102.16 PO I NT 'D' 103.67 TOTAL: 410.66 410.66 / 4 = 102.67 102.67 + 25' = 127.67 MAX ALLOWABLE HE16HT ✓�✓"U"�� 127.67 -- 127.27 PROPOSED RIDGE = .4' ECEI PROPOSED RIDGE 15 .04' BELOW ALLOWABLE HEIGHT JAN 2 2. 200 BUILDING DEP,�'�iTTM n CITY f9r EDI>1OND 01.- WU WW o W� (2) O z \ �U d) m a 0 to I-oUw>, �OZZZQOO��W50 �ZJ<}ZNU(nWF�- pn.�m¢��Zu1� �� �O�W��aom W F - Q a�l=-Z02wOZZCL W - H �_ Z Q W Z w 2O20poW� PE_ NOlL6wwT'-�3wZv, F- c� �z?ci w J� 001¢-az LL 0o�0 0 Wa58.-.,2whj w WKFa-00~WwJ� oZ o,w= Q l- J W lo O �NQa�� �(nz ~ox<WOZV0�ZH QOQ2~WQw�Ow-' [LzWF ;Em L L 2 < \ V) o o W �Lb LLI > J Z N Q O O O O O O L� T Oi T �00� � - cn 0 Lo O �� Z " ap �T z �UW LL WWLL QOJ ❑ o z N d' T Lb rn w T lu z >Y w K a r 0 N r W W z r ` O V1 � 0 N 0 a w �• 0 a DESIGNED BY: DATE: TG I qa7 DRAWN BY: DATE: 5WD 10/26/00 REVISED BY: DATE: GJ5 1 /51 /07 5LH a/2a/07 DH 1 /15/05 LATERAL BY: DATE: ME I 5/25/07 LATERAL JOB NUMBER: 07-750 0 I ANW JOB NUMBER: :O-'022'7 NT doz8-cG3F� 7vamic-) RECEIVED JAN 2 2 2008 BUILDING DEARTMENT cITY'OF MONDS I,I1 lu n�n l� W IL z Q O � O � 5 5a% SLOPE 102.5 / / OT I 4�) 0 V / ' / / \ / ♦ +f 0// ol DR IWY FROF I LE ® �$, // rr��Y/ SLOPE GRADE 6" WITHIN FIRST 10' // \ \ n SOT 5 SILT FENCE / // / � ��� \ \\ ♦ ♦ D� \ 106.41 TA`i' OR TRACoTS 411 FT6. / DRAINRO'OSD 0L�. 12/ ( RESIDENCE / = / O I BENCHMARK RIM EL = 100.04' 55MH r 40'-0 1 /4" I RSID YST. OARAOE I / \ \ / GU1TE CT i0 \ / CONNE I I \ vol GONSTR TI � / %��C .. \ // / \ moo, ems\ -ys \ — > / I 0� '° I ID s / o♦ . ll'T •: /�,. • • . GRETE W \ 6R>4 >4LK / I ♦ '� \ / oA \ / ♦ \ / "Q 1 ♦. � / s o/ 00 \ ♦ v) sN1.1,NN \ \ I NM / I 69 IS\ �O / II / � � � 69 Is s � \ / GB �lJT s / APPROVED AS NOTED ,V P-MINEkRING 503 G.Y. \ 6Y �9 FLAN M5225AE3F- 1 2 s \ MAIN FLOOR FILL \ UPPER FLOOR H 16H SLAB 8 G.Y. s LOW SLAB \ RID6E \ SSMH LOW FOOTI N6 I NC=;' f=L.ANFr-- Fr'-,-- 69 20 SCALE I " = I O'-O" O 10 20 40 EL. 103.00 EL. 112.83 EL. 101.�i6 EL. 101.63 EL. 127.27 EL. cicl.67 PPU 130,16 rzrcls AlRCHI ,. I`i,C'i' I, o�vnsl; ov F -OlnIN�R HAROLD HODEL 20cl02 67TH A\r/E NE ARL I N6TON, NA. 15223 425-327-3110 SITE ADDRESS 1045 6RAND\/IEW 5T EDMONDS, W,45HIN6TON TAX FARGEL NO. 005�f 51-000-001-00 ZONE LOT SLOF L LOT GOVERC� _ 1. LOT AREA: ;� HOUSE/6AR>46E AREA: 251' sPt PORCH/PATIO AREA: 331.2�i TOTAL AREA: 2541.17a 5 F. � :' �pzp, -MAXIMUM GO\/ER>46E: IMPERVIOUS AREA LOT AREA: 17 ROOF AREA: 3533.71 S.E. FIRE PLACE AREA: � .00 S.E. PATIO AREA: 2 251:�.00 S.E. DRI\/E/WALK AREA 1171.67 S.E. TOTAL AREA: 4a73.38 S.E. HE I GHT CALCULATION PO I NT 'A' 105.55 PO I NT 'B' 101.50 POI NT 'G' 102.16 POI NT 'D' 103.67 TOTAL: 410.66 410.66 / 4 = 102.67 102.67 + 25' = 127.67 MAX ALLONABLE HE I GHT , 127.67 - 127.27 PROPOSED RIDGE = .4' PROPOSED RIDGE 15 .04' BELOW ALLOWABLE HE-16HT JAN 2 2 2008 BUILDING DEPARTMFE ,, CITY OF FDA4ON04; o�_ wU �w o O �- z \ = (� 5 U N d- O N (/J0NWzo -J.0 _ vozZQo�F-V)50 �Q ZVIU cri- S0ILOmn f,- ww F-w zaw �w < <)Fo- a�n �o wN~zo-�zQwa 0°0Wao��V'::)X- �"'WZ(n (n L�SwV1 F 0 — z z Z tLomo��3ooFw� wd �m wZww�W N jwao0cnw=�� CU (n _ OZUN�a���Lwz F-V)a-<wozxwzzt-- W (na-w pp�aw QoQW~�W<Xxo�� nzWF-§�>L�.a.L�Qa \ � o 0 � 00 z u LLJ < W > Jam= ZN� \ 0 - �LL 000 000 U.) pi=d' cm ob 0. Z1 � U W W WLLLL O J Q ❑ o z N d' T Lb co T iu z s >x w z a r N r W Tz \ o � v CVn v I 0 0 o w IL a OL DESIGNED BY: DATE: TO 1 qq'I DRAWN BY: DATE: SWD 10/26/00 REVISED BY: DATE: 0J5 1/31/07 BLH 8/2q/07 DH 1 /18/OS LATERAL BY: DATE: ME I 8/25/07 LATERAL JOB NUMBER: 07-750 I ANW JOB NUMBER: 0-70221 �4t= RECEIVE JAN 2 2 2000 BUILDING GITt OFDEPARTMENT ENONDS