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7105 180TH ST SW.PDFiiiiiiiiiiii 1271 7105 180TH ST SW ADDRESS: "(l p 5 I25,91h cif S TAX ACCOUNT/PARCEL #: �� �� �j) ��O l L? D 1 BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: " j)0,X0 DETERMINATION: ❑ Conditional Waiver ❑ Study Required XWaiver CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMITS) #: GEOTECH REPORT DATED: STREET USE/ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: . OTHER: L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc PLANNING DATA sTREETFRE SINGLE FAMILY RESIDENTIAL Name: b L'� 1 Date: i.! :2 V� Site Address: ST S Tax Parcel 00 5--13 ) D ao I60( Project Description: Q-"w Plan Check #: 3L_ 2-©r Reduced Site Plan Provided: YE O) Zoning: S Map Page: Corner Lot: (YES / I 0 j Flag Lot: NO) Critical Areas Determination 1199 00 D ❑ Study Required Waiver SEPA Determination: ERIExempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: �. Side: - Side: V Rear: 'W Actual Setbacks Street: Side: -7 Side: Z/ Rear: E9- Detached Structures: Ga-.-o-Q - El Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs Deck: Bui/din Hei ht Datum Point: S5m 0� Datum Elevation: �� p Maximum Height Allowed: Actual Height: 2 3 /3 .a Other Parking Required: Parking Provided: 2 Lot Area: - 11 a i (� Maximum Lot Coverage: 35% Proposed: aG Lot Coverage Calculations: g� �- � `fix j 4 ADU Created: (YES / Subdivision: ` Wu LC) ( L( 0 0, O � �-- La� Legal Nonconforming Land Use Determination Issued: (YES / NO) Comments Plan Review By: ;r Planning Data Form 07-1409.doc City of Edmonds Site Classification WoE*ED Page 1 of 2 The project's Site Classification will dictate tMEWNWififfiAMnagement requirements applicable to your site. Completing thisgWTK&t will help determine the amount of regulated impervious surface and whether your project falls into the classification of a Small Site (Category 1 or Category 2), or a Minor Site. Please reference the Glossary (pp. 10 11), Figures D and E, (pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet. 1) Is Permeable Pavement' Proposed For Use on this Site? ❑ Yes N?rNo Refer to Stormwater Supplement Chapter 5.1 If YES, the subject area is to be considered impervious for initial site classification purposes. Include total permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface areas in the table below. 2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site Refer to Stormwater Supplement Chapter 2 and Fig. C Line 1: Identify the Non -Regulated Impervious Surface Area. Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt under certain conditions. Refer to the Glossary and Figure D. Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or after the date of annexation into the City are regulated & should be included in this total unless they can be categorized separately as a Replaced -Regulated area. Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas. Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system. Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which stormwater controls have not yet been applied. Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques. Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques. ** Provide a copy of the following table on the drainage plan sheet for the proposed project ** Line Type Area (square feet) 1. Non -Regulated O Exempt Regulated 2. Replaced 1, H 03 3. ae�ms 4 New (Post 1977) 4 4 4 4 4� 4 4 ...�.• . ,�s�voo'.......o..... eB ,��os�®oa�s.as .a .....a Total Regulated Impervious Area Mitigation required i in excess o 2000s + 3 '•t 071 = y ;y �-5- ;�-- 5. .sesii.iiooiooisseonoviisviiisiiosiiriioisiaae®oowssvioesisi 6. Total Area Mitigated by Existing Stormwater Management System(s) Regulated Area Not Yet Mitigated 0 = �} t ?{75 7. Area Proposed to be Mitigated by Low Impact Development Techniques = 0 8. Area Proposed to be Mitigated through Conventional SWM Techniques = 4,q -75 1 (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone) Revised on 310512012 E72-SWM Erosion_Control-03.05.12.doc Page 5 of 12 Cn M M __q ewe M City of Edmonds Site Classification Worksheet Page 2 of 2 3) Determine the Total Area of Land Disturbing Activity 7_ (03S sf Refer to Stormwater Supplement Chapter 8 4) Determine the Quantity of Grading, Fill and/or Excavation SO cy 5) Will the project convert 3/ Acre or More of Native Vegetation to Lawn or ❑ yes [2No Landscaped Area? 6) Identify the Watershed the Existing Site Runoff Discharges to Refer to Stormwater Supplement Chapter 2.3 Based on Site Location and Watershed Map — Figure-C. Check all that apply. A. ❑ Direct Discharge B. 0 C eek or Lake Basin ❑ Edmonds Way Basin ❑ Puget Sound Basin ❑ Puget Sound Piped Basin DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE AND THE PROTECT CLASSIFICATION CHART (Figure B, pg 4) small Site - Category 1 ❑ Small Site - Category 2 ❑ Minor Site Stormwater Supplement Stormwater Supplement Stormwater Supplement Chapter 5 Chapter 5 Chapter 6 Revised on 310512012 E72-SWM Erosion_Control-03.05.12.doc Page 6 of 12 Table 1 Detention Pipe Look -Up Table Category 1 Small Site Projects Contributing New Plus Replaced Impervious Surface Area (sf) Len th of Pipe (ft) For Given Inside Diameter 18-inch 24-inch 30-inch 36-inch 2,000 41 22 15 11 2,500 49 30 18 12 3,000 61 33 23 16 3,500 74° 38 24 17 4,000 8 i 45 ; 29 20 4,500 95 _..... 49' 32' 23 5,000 112 ..., 35` sf — square feet Orifice Size: 0.5 (1/2) inch diameter = 0.625 (5/8) inch diameter 0.75 (3/4) inch diameter V = 0.875 (7/8) inch diameter Note: Multiple pipes in parallel connected together (manifolded) can be used to meet length requirements, if site has constraints. Table 2 Approved Detention Pipe Material and Catch Basin/Manhole Structure Sizing Detention Pipe Inside Diameter WDOT (inches) Detention Pipe Material Catch Basin/Manhole 18 All types in list below table Tye 1L Catch basin 24 All types in list below table Type 2, 48-inch diameter manhole 30 All Metal & RPP. Type 2, 48-inch diameter manhole All Concrete & CPEP Type 2, 54-inch diameter manhole PVCP Type 2, 60-inch diameter manhole 36 Metal & RPP Type 2, 54-inch diameter manhole All concrete, CPEP, & PVCP Type 2, 60-inch diameter manhole WDOT — Washington Department of Transportation List of Approved Pipe Materials for Detention Metal. ACSP — Aluminized Corrugated Steel Pipe (Type 2 meets AASTO designations M274 and M36) ASRP - Aluminum Spiral Ribbed Pipe (16 gauge or better) CAP —Corrugated Aluminum Pipe (16 gauge or better) DIP — Ductile Iron Pipe (Class 50 or better) Concrete: PCP — Plain Concrete pipe RCP — Reinforced Concrete Pipe Plastic: PVCP — Polyvinyl Chloride Pipe (SDR 35 or better) CPEP — Corrugated Polyethylene Pipe (smooth interior wall, or N-120 pipe) RPP- Ribbed Polyvinylchloride Pi -2- Revised 9/30/13 STREET FILE Certificate of Occupancv Building Division `/)C. 189" This certificate is issued in accordance with the requirements of Section 111 of the 12 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: 7105 180TH ST SW, EDMONDS Permit No: BLD20140247 Construction Type: VB Parcel No: 00513100016011 Owner: JOHN SKOCILICH Occupancy Group: R-3/U 7031 180TH ST SW EDMONDS, WA 98026 IV Wilding Official POST IN A'CONSPICUOUS PLACE - 12/03/2014 Date Issued LEGEND / FND CONCRETE NAIL WITH WASHER Q SANITARY SEWER MANHOLE (SSMH) 0 SANITARY SEWER CLEAN OUT (SSCO) ® WATER METER EXISTING BUILDING ° : • .:° EXISTING CONCRETE PROPERTY LINE - - RIGHT OF WAY - - EXISTING LOT LINES - - - - - - - - - INDEX CONTOURS ------------------- CONTOURS EXISTING VERTICAL CURB EDGE OF PAVEMENT - - EASEMENT / BUFFER LINE SS G EXISTING SANITARY SEWER SD EXISTING STORM DRAIN W EXISTING WATER SS SANITARY SEWER SERVICE SD STORM DRAIN W WATER U UNDERGROUND UTILITY LINES G GAS LINE (THR) TO BE REMOVED BSBL BUILDING SETBACK LINE SE114, SW 114, SEC.08, T.27W, R.4E, W.M. CITYOFEDMONDS, WASHINGTON I S��A°°p16p1$ p°°�6°p6 5�1°ppti60�° '!P�°° 'SP�°p5ti�1 I I TAX ID# 0051300016020 TAX ID# 00513100016018 HOUSE# 7104 HOUSE# 7024 { „TAX ID# 00513100016006 HOUSE# 7016 E/ CB RIM=1 C'.4f 2' CANTILEVER N89'24'44'W IE(S,N)=104.8t 12"e RCP N89'24'44'W 131.93' 3. 2 5 9'S FIGHT CA C.: I 108.4 17.3' f 09.1 PROPOSED SFR _ EXISTING SD LINE 1 ( SW - 108.1' (LOC PER UTILITY MKG) 10' J d �NDAOF NW - 108.4.' MINJNE - 109.1' 18" ROOF I I (1,350 PROP. FOOT PRINT) '� 18' O'11ERHANG \ �>>° SE - f08.4� OVERHANG ( FF=109t 1 SS N3.36' OVERHANG TOTAL 434.0 _ o 'o� ( V Jam. _- - - - _ _ _ ^ AVERAGE GRADE (434.014) = 108.5' 20.5' I r109.1 .L I I 108.1 COVERED P RCH 108.4 I MAX. HEIGHT = 108.5' + 25.0' = 133.5' TAX 1D# 00518300000300 I o _ - -_) ° ° ,a 110.5' 9 4, HOUSE# 7107 I ° �,. ° PROP. GARAGE �I DESIGN HEIGHT = 109.0' + 23.9' = 132.9' 16 1 SF. FOOT PRINT) 14' WALK 8° (91° I ° ° a 1 EFF=108.45 PROPOSED GARAGE I ° SEE MDT& THIS SHEET � I vv', SW - 108.8' I ° 91EN89230'. IC9NW - 109.V °�108.8 TAX ID# 00518J000004004109.HOUS# 7023 NE - 1f0.5,' SE - 109.6 a�5 Dc5 _ TOTAL 4338.0' 15' DRAINAGE ESM'T (AFN 2185055) r N892444W " 54.38' 7.6' r N892444" AVERAGE GRADE (438.014) = 109.5' 7O +r3.36 OVERRAN - 8- 70.00' MAX. HEIGHT = 109.5' + 15.0' = 124.50' N34'03'03"W . /7T/ C N89'24'44 "W J . `` 12.67', k+ /j o DESIGN HEIGHT = 108.45+ 15.83' = 124.28' 12ss8' I 111TPERVIOUS SURFACE CALCS: EX. SHED TO BE LOT 00513102016011 � RELOCATED HERE PER 3 BLA DRAWINGS TOTAL SITE AREA = 11,810 SF. a I o a DEVELOPED SIT= PROP. GARAGE -OOF OUTLINE = 1,237 SF. ACCESS EAiMENT I PROP. SFR ROCF OUTLINE = 1,782 SF. o I o WIDTH VARIES. n *PROPOSED DRIdfWAY = 1,180 SF. ' I PROPOSED WALU = 72 SF. TAX 1D# 00518300000200 o I I ' i n I EX, SHARED DRVEWAY = 766 SE HOUSE# 7115 `� I _ Val l cti I TG 4L = 5,037 SF. AC S & UTI'�'T`ij/S (TOTAL NEW & 'EPLACED SURFACE AREA = 4,271 w FER\TO\LLA 9 RDED �, - o Ui �6p ,i o l i c� NDER AFN / /S17NG f 10' SIDE ot° �g1°°� *NOTE: ROOF 01FRHANGS DRIVEWAY BY APPROXIMAi, 33 SF. 2. otD I v' RESIDENCE SWR ESM7 SP D°5 THE DRIVEWAY AEA STATED EXCLUDES ROOF OVERh1'WGS. i 2 A I 00°2°° I `� - - - - - - IMPERVIOUS SURFACE CALCS: ,F Sit K 0 1815'1 Ft FL So -< 1821D Si vI su SW �. S sw St• 81 �1 i f4 _{� a' g . co c� , �w�r �1 MIGM) p'5M� 21- A 0l ui�TH k VICINITY ,MAP SCALE: 1 "=2000' SITE ELEV=1oo.00' " TB M EXISTING SEWER MANHOLE LOCATED APPROXIMATELY 95-FEET EAST OF THE VERTICAL DATUM: ASSUMED EXISTING DRIVEWAY ON -SITE (IN THE 180TH STREET RIGHT-OF-WAY AREA) USED AS SITE BENCHMARK. ;P°0 Ito ` - - - - - - - - - - --- - - - ;r LOT # 00513 f 0)016019 zOik1✓�:..8-n-e-..Ol i)Ct�Flag_,�,_„ Y TOTAL SITE AREA = 14,767 SF. f�CtUa1 I ► C�CS Required 15' DRAINAGE ESM'T I TAX ID# 00513 OOL16019 - --- ---�-- -: ENGIN EKING DIVISION (AFN 2185055) - 3-►( HOUSEf 7031 - � 'o � SW COR LOT 4 DEVELOPED SITE Front tJ ---�-` �----- PR E AS NOT D ACCESS & U77UTY ESM7. I UT1LITt"ESM7. REFER EX. SEWER° / ' '� PROP. DRIVEWA. = 257 Sr `, � St�+es ' ,,.._.�..----�-- Date: 1 REFER TO LLA CORDED TO LLA REOpR UNDER STUB EX. SFR ROOF JUTLINE = 2,752 SF. UNDER AFN 6 6 I AFN Za 45 s I DC. SHED ROOF OUTLINE = 165 SF. Rear C j l- - - - - - - EX. WATER LINE / I EX. DRIVEWAY P1DS & WALKWAYS = 1,082 SF. Other V'T WESTERN ENGINEERS, INC. 8gg'2p4'44'W , ` f LOCATION IS EX _SHARED DR'/EWAY = 1.193 SF. _ H�,,�, r ENGINEER I SURVEFOR 128.00 10.05 °� APPROXIMATED c�� TOTAL = 5,449 SF.`-� 13000 HIGHWAY 99 SOUTH PLANNER.' EVERETT, TELEPHONER 98204 127 79' r (TOTAL NEW & ?EPLACED SURFACE AREA = 257 Sr':, #: (425) 356-2700 FAX #: (425) 356-2708 70.00 COMBINED TOTA. NEW & REPLACED SURFACE AREA = 4,528 SF. �N89'2444 iN / N89'2444'M N89 2444 "W( APPLICANT JOE DUVEY ----------------------------------------- 20 09' 2n q3' - 20507 W RICHMOND RD U 114.21 10 SD NEW 314" WATER METE K -- 0 SITE J. TBM ti G G _SS.SS SS SS SS--i--SS SS _ 180TH-ST SW I AT MAIN W W W o7�W W-� /EX SSMH ASSUMED SITE T.B.M. i _ RIM=1D0.00' IE IN(N)=89.65' IE 12" RCP=98.53' IE 12" R=99.64' EX CB RIM=100.34' IE 12" RCP(W)=99.51' IE 12" RCP(N)=98.66' IE 12" RCP(E)=98.64' IE OUT, (E)=89.58 DEVELOPED SITE (FOOT -PRINT): PROP. GARAGE = 911 SF. PROP. SFR = 1.380 SF. N89 24'44'W TOTAL = Z291 SF. 365.01' LOT COVERAGE: 2,291 SF./11,810 SF.=19.40% GARAGENOTE: THE PROPOSED GARAGE EXISTS AS AN NON-PERMITE) STRUCTURE. PERdITS AND STRUCTURAL ANALYSIS FOi; THE GARAGE ARE TO BE SUBMITTED TO THE CITY OF EDMONDS. DATUMNOTE.' CONTOUR LINES ARE SHOWN PER ASSUMED DATUM PROVIDED BY OLP SURVEY DEPARTMENT. RIM OF EXISTING SEWER MANHOLE LOCATED APPROXIMATELY 95-FEET EAST 0= THE EXISTNG DRIVEWAY ON -SITE (1N THE 180TH -REST RIGHT-OF-WAY AREA) USED AS SITE BENCHMARK. TREENOTE.• NO TREES SHALL BE REMOVED WITHOUT A TREE CUTTING PERMIT 7R ADMINISTRATIVE APPROVAL FROM PLANNING DMS/Ch STOW & L1TLLA-C v,:;S CITY OF EDMONDS - PLANNING DIVISION APPROVED FOR CONSTRUCTION BY.• PLANNER DATE: . BOTHELL, WA 98012 (206) 427-2150 OWNER.' JOHN SKOLILICH 411 E LAKE STEVENS RD LAKE STEVENS, WA 98291 ple LEGAL DESCRIPTION: THAT PORTION OF TRACT 160, PLAT OF MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 4, MORAN'S ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 48, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, THENCE NORTH 89'2444' WEST ON THE SOUTH LINE OF SAID TRACT 160 A DISTANCE OF 114.21 FEET TO THE POINT OF BEGINNING; THENCE NORTH 6'06' EAST, A DISTANCE OF, 106.83 FEET; THENCE NORTH 41'51'23' EAST, A DISTANCE OF, 34.66 FEET; THENCE NORTH 59'49'11' EAST, A DISTANCE OF, 11.45 FEET; THENCE NORTH 89'2444' WEST, A DISTANCE OF, 22.00 FEET; RESUB THENCE SOUTH 34'03'03' EAST, A DISTANCE OF, 12.67 FEET; THENCE SOUTH 89'2444' EAST, A DISTANCE OF, 54.38 FEET TO THE WEST LINE OF SAID LOT 4; 19 2014 THENCE NORTH 6.06' EAST, ALONG SAID WEST LINE, A DISTANCE OF, 70.50 FEET TO THE .TUN NORTHWEST CORNER OF LOT 3, SAID MORAN'S ADDITION; BUILDINQ DEPARTMENT THENCE NORTH 89'2444" ALONG SAID NORTH LINE, A DISTANCE OF, 134.23 FEET TO THE NE CORNER OF SAID LOT 3; 017Y OF EDMONDS THENCE SOUTH 6'06' WEST ALONG EAST LINE OF SAID LOT 3, A DISTANCE OF 198.91 TO THE SOUTH LINE OF SAID TRACT 160, y '~ 774ENCE SOUTH 89'2444' EAST ON THE SOUTH LINE OF SAID TRACT 160 A DISTANCE OF ,UN 18 )) Lo lti 20.03 FEET TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. WESTERN ENvP,3EER ; SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. TAXACCOUNTNO.(S). SITEADDRESS.• 005131000160110 7110 180TH ST SW PLN20120046 EDMONDS, WA 98020 SITE/PLOT PLAN FOR: Western .engineers, (425) JOE DUVEY Inc, 356-2700 SE114, SW 114, SEC.08,-T27N., R.4:, W.M. CITYOFEDM0.10S, WASHINGTON SURVEYORS • PLANNERS • ENGINEERS _ DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE LAND USE CONSULTANTS BRC 02128113 05 JAJ 06117114 J. JARRELL 1 " = 20' CIVIL ENGINEERS a LAND SURVEYORS DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO. *** 13000 HWY 99 SOUTH * EVERETT * ' WA * 98204 *" 131275ASASE.DWG JAJ 13-1275 A 1 OF 1 2" x 2" WOOD FILTER FABRIC SECLORED TO OR EQUAL 2" x 2" x 14 GA 3:YIRE� EQUAL. 2'-0' PLACE 3/4' - 1.5" WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE I— II Iu 8- FILTER FABRIC AWTERIAL IN WIRE MESH SUPPORT CONTINOUS ROLLS. USE FENCE TO SUPPORT -i STAPLES OR WIRE RINGS FILTER FABRIC TO ATTACH FABRIITC TO SIRE II If II II II If II II � ll II II II II I! it u u BURY BOTTOM OF FILTER 6'-0' MAX. MATERIAL 8" TO 12' , CONTRACTOR/DEVELOPER SHALL MAINTAIN AAW REPLACE CITY INSPECTOIN REQUIRED ON ALL STRAW BALES TO INSURE PROPER EROSIONi, CONTROL EROSION CONTROL MEATHODS BEFORE OTHER WORK CAN BEGIN. SILTFFNCEDETAIL.' EDMONDS T TD DTL E1.1 NOT TO SCALE SOCK WI T7 "LOW HOLE: SOIL AME1'DMENTNOTES.- SOD SHALE BE ,EE OF WEEDS, OF UNIFORM THICKNESS (APPROXIMATELY " THICK), AND SHALL HAVE A DENSE ROOT MAT FOR MECHAUCAL STRENGTH. THE FOLLOWING JEPS ARE RECOMMENDED FOR SOD 1NSTALLATIO& 1: SHAPE AND SIOOTH THE SURFACE TO FINAL GRADE IN ACCORDANCE WITH THE APPROVED GRWVG PLAN 2: AMEND 2' (WIMUM) OF WELL —ROTTED COMPOST INTO THE TOP 6' OF THE SOIL IF THE ORGANIC :ONTENT OF THE SOIL IS LESS THEN 10X COMPOST USED SHOULD MEET ECOLOGY r1BLICATION 98-38 SPECIFICATIONS FOR GRADE A QUALITY COMPOST. J. FERTILIZE ACORDING TO THE SUPPLIERS RECOMMENDATIONS. DISTURBED AREAS WITHIN 200' OF MTER BODIES AND WETLANDS MUST USE A NON —PHOSPHORUS FERTILIZER. 4. WORK LINE Ar0 FERTILIZER 1' TO 2' INTO THE SOIL, AND SMOOTH THE SURFACE 5: LAY STRIPS U- SOD BEGINNING AT THE LOWEST ARE TO BE SODDED AND PERPENDICULAR D THE DIREC71ON OF WATER FLOW. WEDGE STRIPS SECURELY INTO PLACE SQUARE HE ENDS OF EACH STRIP TO PROVIDE FOR A CLOSE; TIGHT FIT. STAGGER JOINTS +T LEAST 12'. STAPLE ON THE SLOPES STEEPER THAN 3HAV. 6. ROLL THE SCDED AREA AND IRRIGATE: 7. WHEN SODDIIa IS CARRIED OUT IN ALTERNAT]ON STRIPS OR OTHER PATTERNS, SEED THE AREA: 3EWEEN THE SOD IMMEDIATELY AFTER SODDING. SOIL .•MEND LEGEND R UNDISTURBED SOIL A COMPOST AMENDED SOILS SE 1/4, SW 1/4, SEC. 08, T 27N., R.4F, W.M. 07T OFEDMONDS, WASHINGTON TAX IDI 0051300016020 HOUSEI 7104 EX. CB RIM=108.4f V89'24'44"W IE(S,N)=104.8t 12"0 RCP 131.93' —1 EXISTING SD LINE (LOC PER UTILITY MKG) TAX IDJ 00518300700300 HOUSE1 7107 LEGEND SET 5/8'x 24" REBAR/CAP , � WE7 16916 15' DRAINAGE ESM'T FOUND REBAR/CAP AS NOTED (AFN 2185055) ® FOUND MONUMENT/CASE (DATE FOUND) W FROM ORIGINAL LEGAL DESCRIPTION (C) CALCULATED (WEI) WESTERN ENGINEERS, INC. 0 (p) PER PLAT OF 2 CENTERUNE , ❑ EXISTING STORM DRAIN CATCH BASIN (CB) I O EXISTING SANITARY SEWER MANHOLE (SSMH) - VIZ 0 EXISTING SANITARY SEWER CLEAN OUT (SSCO) D4 WATER VALVE IDJ 00518J00000200 USE# 7115 ® EXISTING WATER METER W ■�" 104- EXISTING FIRE HYDRANT I --0- EXISTING POWER POLE o1O I 2 EXISTING CONIFEROUS TREE R EXISTING BUILDINGS 15' DRAINAGE ESM'T , `• EXISTING CONCRETE (AFN 2185055) I PROPERTY LINE -- — -- PROPOSED LOT LINES RIGHT OF WAY — EXISTING LOT LINES ]0.l05' - — — — — — — — - INDEX CONTOURS —" 0 ------------------- CONTOURS / - EXISTING VERTICAL CURB - - _ - - _ - - ,N89.2444"W N89'2444 //// //// //// EDGE OF PAVEMENT 20.09' PROPOSED VERTICAL CURB 10 SD EASEMENT / BUFFER LINE , 1 —SS E> EXISTING SANITARY SEWER G G �-- — SD —B— EXISTING STORM DRAIN 3S SS SS w EXISTING WATER (MR) TO BE REMOVED w w IE 12" R=99.64' T.E.S.C. LEGEND CATCH BASIN CATCH BASIN INSERT CLEARING LIMITS v STRAW BALES MAY BE USED IN SF SILT FENCE CERTAIN CIRCUMSTANCES (SEE DETAIL p1 PLASTIC COVER E1.1.1). THIS APPLICA77ON SHALL BE MAINTAINED AT ALL TIMES DURING VEG PRESERVE VEGETATION CONSTRUCTION PERIOD. MU MULCH CITY INSPEC71ON REQUIRED ON ALL EROSION CONTTROL MEASURES BEFORE WORK CAN BEGIN. TEMPORARYSEDIIMENT TRAP FOR CATCHBASINS.- CITY OF EDMONDS STD') DTL E1.3 NOT TO SCALE GRADING QUANTITIES CUT. 50 CU.YDS FILL: 50 CU.YDS. (GRADING QUANTITIES ARE ROUGH CALCULATIONS WHICH DO NOT ACCOUNT FOR SOIL SWELLING & SHRINKAGE) EXCESS CUT MAY BE SPREAD ON SITE. ALL M; -ERIAL REMOVED FROM SITE SHALL BE HAULED TO A COUNTY APPROVED SITE TAX I01 00513100016018 HOUSE# 7024 N89'24'44"W TAX IDJ 0051JT00016006 HOUSE# 7016 L _ — — — TEMPORARY — ® — _ — — — — VEG STOCKPILE TOPSOIL I PROP. SFR LAYOUT I R (FOOT -PRINT) I M EX. CONCRETE PAD cn ��� (MR) \ L' 'o I° --- ®1 EX. C3AVEL AREA TO ACT AS - — — MU I PROP. GARAGE I TEM=ORARY CONSTRUCTION LAYOUT (FOOT -PRINT) I ENTRANCE (MR) a ° I I A I REMOVE W. 14. 7 f I OF EX. GARAGE I N89'24'44 "W F '— — — 1 g S Jr I �g9 45 + - S ��` SF J N89 2444W 54.38' 'OVI �/ N34'63'030W 66 �k 12.67I �/ $ EX. SHED TO RELOCATED HER PER ° BLA PLANS 2 °a d I i i I I V 1 I � I I V I I � LL!/ 'I�j�////f� I w I ' , EXISTING RESIDENCE --------------- . ` ' 1I71I1/JJl1T 1Z1 O IVEG - TAX IDJ 00513 00016019 HOUSE# 7031 SW COR LOT 4 EX. SEWER srue S I EX. WATER LINE vo LOCATION IS / APPROXIMATED VEG TAX IDJ_ 00518J00000400 HOUSE, 7023 !-: , 0 VICINITY MAP SCALE: 1 "=2000' SITE ELEv=1 oo.00' TBM EXISTING SEWER MANHOLE LOCATED VERTICAL DATUM: ASSUMED APPROXIMATELY 95—FEET EAST OF THE EXISTING DRIVEWAY ON -SITE (IN THE 180TH STREET RIGHT-OF-WAY AREA) USED AS SITE BENCHMARK. CITY OF EDMONDS — ENGINEERING DIVISION APPROVED FOR CONSTRUCTION BY. 1 EN ER NG DIVISI M DATE. CITY OF EDMONDS — PLANNING DIVISION APPROVED FOR CONSTRUCTION BY.• PLANNER DATE: ENGINEER / St VEYOR l WESTERN ENGINEERS, INC. PLANNER: 13000 HIGHWAY 99 SOUTH EVERETT, WA 98204 TELEPHONE 1. (425) 356-2700 FAX 1. (425) 356-2708 APPLICANT.' JOE DUVEY 20507 W RICHMOND RD BOTHELL, WA 98012 (206) 427-2150 OWNER.• JOHN SKOLIL►CH 411 E LAKE STEVENS RD LAKE STEVENS, WA 98291 LEGAL DESCRIPTION. N892444 W THAT PORTION OF TRACT 160, PLAT OF MEADOWDALE BEACH, ACCORDING TO THE PLAT 114.21' --' - THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS SITE COMMENCING AT PIE SOUTHWEST CORNER OF LOT 4, MORAN'S ADDITION, ACCORDING TO THE _ ✓ / TBM PLAT THEREOF, RECORDED IN VOLUME 25 OF PLATS, PAGE 48, RECORDS OF SNOHOMISH _ COUNTY, WASHINGTON, S SW SS �-) THENCE NORTH 89'2444' WEST ON THE SOUTH LINE OF SAID TRACT 160 A DISTANCE OF TO THE POINT OF BEGINNING; 180T T IE T 114.21 FEET W w AT MAIN MN W THENCE NORTH 6.06' EAST, A DISTANCE OF, 106.83 FEET; THENCE NORTH 41.51'23" EAST, A DISTANCE OF, 34.66 FEET; EX SSMH ASSUMED SITE T � M. 100. RIM=100. 00' THENCE NORTH 59'49'11" EAST, A DISTANCE OF, 11.45 FEET; lE 89. 65' THENCE NORTH 89'2444' WEST, A DISTANCE OF, 22.00 FEET; IE 12" RCP=>8.53' i IE OUT(E)=89.58' THENCE SOUTH 34'03'03" EAST, A DISTANCE OF, ]267 FEET; THENCE SOUTH 89'24'44" EAST A DISTANCE OF 54 38 FEET TO THE WEST LINE OF SAID LOT EX CB RIM=100.34 IE 12" RCP( =99.51 ' IE 12" RCP('=98.66' IE 12" RCP(--- =98.64' �WE\! �ryl� S►v1� e i "a{(; //�i( ��:>I='( s' (ew /ate`. F0 EPIt�SIM-1 CO.e l EC A1%'D DI . �Ie IAGE ALL. EXPO 1ED SU IFACE 10 BE COVERED WIW'Ell 2 UP3 VEGETATIVECDVER BEFORE CLEARING & GRADING• UTILITY CONFLICT NOTE.' ENTIRE SITE IS RESIDENTIAL LANSCAPING. CAUTION.' L SAS 11 VEGETATIVECOVERAFTER CLEARING & GRAD(NG. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND ALL DISTURBED AREAS SURROUNDING SFR WILL BE RESIDENTIAL DEPTH OF ALL EXISTING UTILITIES WHETHE' SHOWN ON THESE PLANS OR NOT, BY LANDSCAPING. POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE -ALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING L-LITIES AT LOCATIONS OF NEW UTILITY CROSSINGS � 45844 SOILS.- TO PHYSICALLY VERIFY WHETHER OR NOT 'ONFLICTS EXIST. LOCATIONS OF SAID UTILITIES ALDERW00D URBAN LAND COMPLEX AS SHOWN ON THESE PLANS ARE BASED JPON THE UNVERIFIED PUBLIC INFORMATION AND S 1ST ARE SUBJECT TO VARIATION. IF CONFLIC) SHOULD OCCUR, . THE CONTRACTOR SHALL CONSULT WESTERN ENGINE9M INC. TO =:SOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. (>(�,_ — 4; THENCE NORTH 6'06' EAST, ALONG SAID WEST LINE, A DISTANCE OF, 70.50 FEET TO THE _ NORTHWEST CORNER OF LOT 3, SAID MORAN'S ADDITION; THENCE NORTH 892444" ALONG SAID NORTH LINE; A DISTANCE OF, 134.23 FEET TO THE NE CORNER OF SAID LOT 3; THENCE SOUTH 6.06' WEST ALONG EAST LINE OF SAID LOT 3, A DISTANCE OF 198.91 TO THE SOUTH LINE OF SAID TRACT 160, THENCE SOUTH 892444' EAST ON THE SOUTH LINE OF SAID TRACT 160 A DISTANCE OF 20.03 FEET TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. - SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. TAX ACCOUAIT NO Q. SMEADDRESS: Rl • .'' .` 005131000160' 1 RESUB 7110 180TH ST SW .'� ' -`-' -' -' EDMONDS, WA 98026 JUN 19 2014 j�jN 18 2p`jI SHEETINDEX.• BUDEPARTMENT Cf1TY ®F EDMONDS WESTERN I. �N�IGIINL�:�:l= 3 TESC & GRADING PLAN SHEET 1 OF 2 rL r----------- DRAINAGE & UTILITY PLAN SHEET 2 OF 2 TESC AND GRADING FOR: Western Engineers, (425) JOE DUVEY Inc. 356-2700 SE1/4, SWI/4, SEC.08, T.27N., R.4E., W.M. CHYOFEDMONDS, WASHINGTON DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE SURVEYORS a PLANNERS i ENGINEERS LAND USE CONSULTANTS BRC 02128114 02 JAJ 06110114 J. JARRELL lop = 20' DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO. CIVIL ENGINEERS 0 LAND SURVEYORS *** 13000 HWY 99 SOUTH * EVERETT * WA * 98204 *** 141275ABASE.DWG JAJ j --- 14-1275-A 1 OF 2 rM SE 1/4, SW 1/4, SEGOS, 727N., R.4E., W.M. CITYOFEDMONDS, WASHINGTON LEGEND DRIVEWAY DITCH SECTION NOT TO SCALE LINE TYPE AREA (SQUARE FEET) 1. NON -REGULATED 0 EXEMPT REGULATED 2. REPLACED 0 1,403 3. NEW (POST 1977) -> > > + 3,125 4 TOTAL REGULATED IMPERVIOUS AREA 4,528 - MITIGATION REQUIRED IF IN EXCESS OF 2000SF TOTAL AREA MITIGATED BY EXISTING 0 5• STORMWATER MANAGEMENT SYSTEM(S) - REGULATED AREA NOT YET - 4,528 6. MITIGATED AREA PROPOSED TO BE MITIGATED BY 0 LOW IMPACT DEVELOPMENT TECHNIQUES - LIEA PROPOSED TO BE MITIGATED - 4528 OUGH CONVENTIAL SWM TECHNIQUES FRAME AND GRATE ELEV.=110Z8' EX. 12" RCP, IE=102.44f- CONTRACTOR NOTES: '. CONTRACTOR SHALL VERIFY INVERT OF EXISTING PIPE CONNECTION PRIOR TO EXCAVATION OF DETENTION SYSTEM. ADJUST ELEVATIONS AS NECESSARY TO 11EET MINIMUM PIPE SLOPE AND COVER ,EQUIREMENTS. NOTIFY WESTERN ENGINEERS IF ISSUES OCCUR. 2. IF EXISTING RIM TO INVERT EXCEEDS 5-FEET, A TYPE 11 48"0 MANHOLE SHALL BE USED. CB1 TYPE I NOT TO SCALE CB#2 SPECIFICATIONS: RIM ELEVATION = 108.8E IE(SW,NW,SE) = 105.31 6"0 6" MIN. OVERFLOW - C OUTLET CONTROL 3/4"0 SDMH #1, 48"0 TYPE 11 RIM=107.0' IE(NE)=103.75' 24" IE(SW)=103.75' 8" IE(N)=104.8' 6" ra TYPE 1 CB 8" SD, IE=104.4' DRAINGE PIPE SPECIFICATIONS: L1 = 3 LF. 610 HDPE 0 2% MIN. L2 = 20 LF. 6*0 HDPE 0 2% MIN. L3 = 5 LF. 6"0 HDPE 0 2% MIN. L4 = 6 LF. 6"0 HDPE 0 2% MIN. L5 = 10 LF. 800 HDPE 0 1% MIN. 60' 1.25' MIN. STORAGE PIPE -1r BVERVIOUS SURFACE CALLS: LOT 100513100016011 TOTAL SITE AREA = 11,310 SF. DEVELOPED SITE PROP. GARAGE ROOF OUTLINE = 1,237 SF. PROP. SFR ROOF OUTLCuE = 1,782 SF *PROPOSED DRIVEWAY = 1,180 SFF, OPOSED WALK 72 SF. TOTAL = 5,037 SF (TOTAL NEW & REPLACED SURFACE AREA = 4,271 SF.) *NOTE: ROOF OVERHANGS DRIVEWAY BY APPROXIMATE 33 SF THE DRIVEWAY AREA STATED EXCLUDES ROOF OVERHANGS. IMPERVIOUS SURFACE CALCS: LOT j 0051310001601 TOTAL SITE AREA = 14,,'67 SF DED SITE PRVELOPEOP. DRIVEWAY = 257 SF. EX. SFR ROOF OUTLINE = 2,752 SF. EX. SHED ROOF OUTLINE = 165 SF. EX. DRIVEWAY PADS & WALKWAYS 1,082 SF. EX SHARED DRIVEWAY , 1.193 SF. TOTAL 5,449 SF. (TOTAL NEW & REPLACED SURFACE AREA = 257 SF.) (COMBINED TOTAL NEW & REPLACED SURFACE AREA = 4,52E SF.) LOT COVERAGE CALCS: MOPED SITE (FOOT -PRINT): PROP. GARAGE - 911 SF. PROP, SFR 1,380 SF. TOTAL = Z291 SF. LOT COVERAGE: Z291 ' I:/11,810 SF.=19.409 DETENTION PIPE MATERIAL NOTE. LIST OF APPROVED MATERIALS PER CITY OF EDMONDS METAL: ACSP - ALUMINIZED CORRUGATED STEEL PIPE (TYPE 2 MEETS AASTO DESIGNATIONS M274 AND M36) ASRP - ALUMINUM SPIRAL RIBBED PIPE (16 GAUGE OR GREATER) CAP - CORRUGATED ALUMINUM PIPE (16 GAUGE OR GREATER) DIP - DUCTILE IRON PIPE (CLASS 50 OR BETTER) CONCRETE PCP - PLAIN CONCRETE PIPE RCP - REINFORCED CONCRETE PIPE PLASTIC PVCP - POLYVINYL CHLORIDE PIPE (SDR 35 OR BETTER) CPEP - CORRUGATED POLYETHYLENE PIPE (SMOOTH INTERIOR WALL, OR N-12 PIPE) RPP - RIBBED POLYVINYLCHLORIDE PI 2 I 56LF 24"0 (SEE MATERIAL LIST, THIS SHEET) S = (0.005 610 INLET FROM DRIVEWAY SWALE NOTES: 1. NO MORE THAN 5,000 SF. OF NEW AND/OR REPLACED ON -SITE IMPERVIOUS AREA TO BE DIRECTED TO DETENTION PIPE. 2. DETENTION SYSTEM MAY BE LOWERED IN ELEVATION PROVIDED MINIMUM SLOPES SHOWN ARE MAINTAINED BETWEEN NEW DETENTION SYSTEM AND CONNECTION INTO EXZ57ING STORM SYSTEM ALONG THE WESTERN BOUNDARY LINE OF THE SITE. SDMH #2, 48"0 TYPE 11 RIM=108.0' IE(SW)=104.03 24- IE(NE)=105.10' 6- rA TE DETENTION STR UCT NO SCALE GRADE FLOW CONTR--L ��• STRUCTURE NON -SHRINK GROUT • •" COUPLING _MAX n*' (optional) PVC PIPE STUBT PVC PIPE* CONTROL DEVICE ASSEMBLY TO BE REMOVABLE FROM INSIDE THE FCS -SET SCREW TO PREVENT ROTATION f PVC PIPE CROSS* GASKET (TYF; :•y'' PVC ADAPTEP* W/ •, , I ORIFICE 1'-0' MIN I DOUBLE GASKET DIAMETER* 1'-6" MAX AND ADHESNE r DRILLED ORIFICE BONDED SM0 FINISH IN PVC INSIDE ON EXTERIOR MIN 7" LONG CAP PLUG CAULK SPACE BETWEEN PVC ADAPTER AND PIPE STUB DETAIL A CONNECTION & CONTROL DEVICE o• 1 LADDER. OR HAND HOLDS POLYPROPYLENE CONNECTION AND �+ " CONTROL DEVICE (SEE DETAL A) OUTLET PIPE I r `C ALL OWA OUTLET LOCATION (11 BIT to 315') + =� CATCH BASIN TYPE 2 FINISHED GRADE PER WDOT STANDARD PLAN B-10.20-01 OVERFLOW ELEV* 6 6" I INVERT* 1'-O' MIN 1'-6' MAX .', DETENTION PIPE 2'_DIAMETER* :; (LENGTH, DIAMETER, MATERIAL TYPE)* H WEIR AS NEEDED* SUPPORT(2 REO'D) ORIFICE AS NEEDED* CONTROL DEVICE SEE DETA_ A FLOW CONTROL STRUCTURE shown w/TYPE 2 MANHOLE 'Details A & B shall apply to all designs where a shear gate would otherwise apply) O SET 5/8"x 24" REBAR/CAP WEI 16916 ® FOUND REBAR/CAP AS NOTED ® FOUND MONUMENT/CASE (DATE FOUND) (0 FROM ORIGINAL LEGAL DESCRIPTION (C) CALCULATED (WEI) WESTERN ENGINEERS, INC. (P) PER PLAT OF CENTERLINE II I ❑ EXISTING STORM DRAIN CATCH BASIN (CB) I I I Q EXISTING SANITARY SEWER MANHOLE (SSMH) I I I o EXISTING SANITARY SEWER CLEAN OUT (SSCO) N WATER VALVE ® EXISTING WATER METER cAP J �Xf- EXISTING FIRE HYDRANT PLUG*- I I i p NEW STORM DRAIN CATCH BASIN (CB) I I I • NEW SANITARY SEWER CLEAN OUT (SSCO) 61 NEW WATER METER CINCH ANCHOR -O- EXISTING POWER POLE WIRE ROPE TAX ID# 0051300016020 TAX ID# 00513100016018 CUP (SS) HOUSE# 7104 I HOUSE# 7024 I TAX 1Df 00513100016006 I EXISTING CONIFEROUS TREE DEFORMED HOUSE# 7016 % STEEL EX. CB I TIGHTLINE DOWN I SPOUTS ROD (SS OR RIM=1.08.4± TO DETENTION SYSTEM EXISTING BUILDINGS ALUMINUM) IE(S,N)=104.8t 12"0 RCPr LENGTH TO FRi���//� I RD 9.5 1 7' RD DRY WELL FOR FOOTING IIiRAINS PROPOSED DRIVEWAY 172' r _ _ _ _ ° . a EXISTING CONCRETE PVC PIPE & EXISTING SD LINE I DRIVEWAY RUNOFF IS 7 D CROSS 0' I FIAw CONTROL (LOG PER UTILITY MKG) I BE FUNNELED TO YARDDRAIN STRUCTURE VI i I' - _ PROPERTY LINE C014 60 LF 6"0 PVrr PROPOSED LOT LINES PIPE SUPPORT I I S ® 2.00% MIN C014 - - _ - RIGHT OF WAY DETAIL B DRIVEWAY RUNOFF IS TO SHEET FLOW INTO - I I ' I - - - - _ EXISTING LOT LINES VEGETA'T11) AREA AND INTERCEPTED 7_ - OURS BY GRASS LINED SWALE _ r - - - - - - - - INDEX CONTOURS *SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINU5 J I I ,- - - - - � 20.5' ' �' `' � J..� I NOTE - Invert of detention pipe in manhole shall be equal to or higher than the Invert of the outlet pipe. f - - - - - - - - - - - - - - - - - - - CONTOURS - PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY - - RD 1 % -�° - I 9.4' EXISTING VERTICAL CURB TAX !D� 00518300000300 � , a . a HOUSE# 7107 GRASS LINED °i CB#2 I EDGE OF PAVEMENT a °' 4' MIN. COVER OVER SWALE. DIRVERI 2% �� 1 SIDE SEWER :-0. � ::. .... I • ' I SDMH 2 I - - PROPOSED VERTICAL CURB TO SDMH#1 ° EASEMENT / BUFFER LINE ISIONSSTANDARD D'ETA I L '�h rC�cl 6"0 CULVERT INLET cn I a° - � TAX ID# 00518300000400 APPROVED gy u�TE ' _ S S -Do PROPOSED SANITARY SEWER �I HOUSES 7023 R.English November 25, 2013 FLOW CONTROL STRUCTURE �o��e��IE(S)=105.0E a . .,'a •. ° �t IR� - �� �--�.�11 SD-®- PROPOSED STORM DRAIN U'� P�S�JLIC 15' DRAINAGE ESM'T �r ° ,2'�M1N�� . ; - - _ I DATE SCALE NTS DWG NO. E.; 4 (AFN 2185055) -� J ° 56LF 24"N A 7.6' W PROPOSED WATER Eef 1R9U November 13, 2013 L5 a V SEE DETAIL & NOTE, _ j SS EXISTING SANITARY SEWER CB11 I SDMH#1 THIS SHEET �08_ RIM=106.6E I a a 177/ " Z S D EXISTING STORM DR41N IE(NS)=102.44E 1 <o o W EXISTING WATER CONTRACTOR SHALL VERIFY CBS I I INVERT OF EXISTING STORM PIPE I a° a `a�`� o ® I RD ROOF DRAIN PRIOR TO DETENTION INSTALLATION. - NOTIFY WESTERN ENGINEERS IF ELEVAEONAL ' ISSUES ARE ENCOUNTERED I � ' I TA.X IDJ 00518300000200 HOUSEI 7115 -104- ---- - EXISTING r J � - � 10' SIDE I j / RESIDENCE ; SWR ESM'T N I \ ' , 1I111i1ZTLII III � , I SCALE: 1 20 , L --------' I - i INSIDE MMMM"EE9=mmmm 15' DRAINAGE ESM'T I TAX IDI 00513 00016019 0 20 40 (AFN 2185055) - �o HOUSE) 7031 EX. SEWER I �Co / i S STUB / SITE ELEV=100.00' /- - - - - - - TBM. EXISTING SEWER MANHOLE LOCATED I /`I EX. WATER LINE / APPROXIMATELY 95-FEET EAST OF THE / I �' , �� LOCATION IS / + 0�� I VERTICAL DATUM: ASSUMED EXISTING DRIVEWAY ON -SITE (IN THE 180TH APPROXIMATED STREET RIGHT-OF-WAY AREA) USED AS SITE BENCHMARK. U " Q,01i 10 EX, C� AN OUT TO col Ex s"m SIDE SEWER STUB. CITY OF EDMONDS - ENGINEERING j SD I NEW 3/4 WATER METE j� CONTAIN 12 Cf.--COVER EXISTING STUBOUT ASSUMED AT 2.00� 10 oo� / / �Yv\ INrjff HEOLTS FOR NEW STUB DESIGN * APPROVED FOR CONS o zle G G \ BY: -SS SS SS 7_S SS SS IE=898± .\ 180TH-ST SW EN INE 1 Sf N DATt. W W W W W AT MAIN EX SSMH ASSUMED SITE T.B.M. CITY OF E.' A10 - PLANNING A IE IN(W =89. APPROVED FOR CONSTRUCTION IE RCP=98.53' / IE IN(W)=89.65' DATE NTS E5.3 L_ !E OUT(E)=89.58'" °A 18g 0 - 7/24/01 iE 12" R=99.64' -o- SEWER CLEANOUT SPECIFICATIONS: FOOTNIG DRANS ,'SOT coil Co#4 TO TIED INTO / RIM = 101.8E RIM = 111.0E EX IE= 90.3E IE = 95.0f. DETENTICH Slr`STEM ACCEPTABLE TIGHTLJURI RIM=�00.34' 6" YARD DRAIN C012 C015 MATERIAL IE RCP(W)=99.51' IE RCP(N)=98.66' PRi `. '-�.D IE=105.10 RIM = 105.0f RIM = 109.0E SDR 35 IE RCP(E)=98.64' MAXIMUM DRIVEWAY SLOPE IE = 91.2E IE = 96.2E WATER & SEWER SCH 40 Q'D N -#2 ALLOWED 14°!o JUG 18 Z011t CO/3 INSPECTIONS RE RIM = 1 o8.0± "L 425-771.0220 EXT.1328 P010 I^IAI�� IE = 93.6E WESTERN E�b�lC�i?',�; UTILITYNOTES: 1.) 1F RE -USING EXISTING SIDE SEWER (FROM PROPERTY LINE TO HOUSE): PROPERTY OWNER MUST HAVE CONDITION VERIFIED AND PROVIDE A REPORT TO 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 EDMONDS SEWER DIVISION AT (425)-771-0236. LAST REVISED:01 /07/08 TABLE 6.3,1.0 GRASS SEED MIXES SUITABLE FOR BIOFILTRATION SWALE TREATMENT AREAS* MIX 1 MIX. 2 75-80 percent Tall or Meadow Fescue 60-70 percent Tall Fescue 10-15 percent Seaside Creeping Bentgrass or Colonial Bentgrass 10-15 percent Seaside Creeping Bentgrass or Colonial Bentgrass 5-10 percent Redtop 10-15 percent Meadow Foxtail 6-10 percent Alsike Clover 1-5 percent Marshfield Big Trefoil 1-6 percent Redtop NOTE: All percentages are by weight. TABLE 6.3.1.D FINELY —TEXTURED PLANTS TOLERANT OF FREQUENT SATURATED SOIL CONDITIONS OR STANDING WATER GRASSES WETLAND PLANTS Water Foxtail Alopercurus geniculatus Sawbeak Sedge Carex stlpata Shortawn Foxtail Alopercurus oequalis Spike Rush Eleocharis polustrls Bentgrass Agrosits spp. Slender Rush Juncus tenuis Spike Bentgrass A. exarata Grass —leaf Rush Juncus marginatus Redtop A. olba or gigantea Colonial Bentgrass A. tenuis or capillarls Mannagrass Glycerla spp. Western G. occidentalls Northern G. borealis Slender —Spiked G. leptostachya Rough —Stalked Bluegrass Poo trivialis Velvet Grass Holcus mollis ENGINEERING DIVISION E V AS NOT D Date: WtT#9L] / FND CONCRETE NAIL WITH WASHER Q SANITARY SEWER MANHOLE (SSMH) 0 SANITARY SEWER CLEAN OUT (SSCO) ® WATER METER Fri rri rr. rr� V 7 EXISTING BUILDING • ° .•p EXISTING CONCRETE PROPERTY LINE - - RIGHT OF WAY - - EXISTING LOT LINES - - - - -- - - - _ INDEX CONTOURS --------------- CONTOURS EXISTING VERTICAL CURB EDGE OF PAVEMENT - - EASEMENT / BUFFER LINE �-_SS -o EXISTING SANITARY SEWER -SD -> EXISTING STORM DRAIN W EXISTING WATER SS SANITARY SEWER SERVICE SD STORM DRAIN W WATER U UNDERGROUND UTILITY LINES G GAS LINE (IER) TO BE REMOVED BSBL BUILDING SETBACK LINE SE 1/4, SW 1/4, SEC.•08, T.27N., R.4E., W.M. CITYOFEDMONDS, WASHINGTON 16o1a I I �qp0 6.p6 0op515Agp01 I '(P�gg5131q 1 i I I I I TAX ID%I 0051300016020 I I WOUSE�' 7104 TAX IDS 00513100016018 HOUSEI 7024 TAX ID1 00513100016006 HOUSE' 7016 2' CANTILEVER N89'2444 "W - _ - - 89T 4441V 131.93' 19 0, 134.23' HEIGHT CALL:: 9.0' PROPOSED SFlR EXISTING SD LINE 1 ( 108•4 109.0 SW - 108.1' (LOC PER UTILITY MKG) 10,11 NW - 108.4' MINI I' OP. SFR NE - 109.0' (1,350 0OT PRINT) I It' OVERHANG \ '/0 - 108.4 TO ' I FF 09.0 3.36' OVERHANG o TOTAL 433.9 AVERAGE GRADE (433.914) = 108.47' 109.1 f 1 108.1 C ED PORCH I MAX. HEIGHT = 108.47' + 25.0' - 133.47' TAX 101 00518300000300 9.4' HOUSE; 7107 a ,16 PROP. GARAGE 11 DESIGN HEIGHT = 109.0' + 23.9' = 132.9' 4' WALK ° a 16, ' �: (911 SF. FOOT PRINT) FF=g0��gq 1 1 D GARA N8924'44"M1� a J I SEE NOTE,THIS SHEET f I (P SW -PROP108.8' ,1 NW - 109.1' L' �� 1 _ ���"" 109.61 I HOUSES 7023��nnnnn�nr' Nt I IU.S, _ TOTAL 4338.0' 15' DRAINAGE ESM'T (AFN 2185055) -y6' N89'2444'W 54.38' 7.6' N89'24'44'W 109.92' 129.98' 1 I TAX IDI 00518J00000200 HOUSE/I 7115 Ala 2I� 2� Og5'�q� 15' DRAINAGE ESM'T , (AFN 2185055) I PROPOSED 18' ACCESS ESMNT. 81284C4041W 10.05' t27.79' `` ----------------------------``,N89724'441V 20.09' 10 SD o� G _SS_SS SS S W IE 12 AVERAGE GRADE (438.0/4) = 109.5' N3.36' OVERHANG - - N89 24 44 I . • y�•E \' � \\ N34'03'03"W 70.00' MAX. HEIGHT = 109.5' + 15.0' = 124.50' 12.67 � 40 DESIGN HEIGHT = 108.45' + 15.83' ' 124.28' hlothina in tlaa to-x it ap;*cc>~ a! pros shall be interpreted as allowing or permitting the mntenance of any currently existing illegal, nogconforming or unpermitted builaang, structure or site condition which is outside the scope of the rrmit application, regardless of whether such ildixg, structure or condition is shown on the site pplan or drawing.. Such buildi:tg, structure o'i ,mondition may be the suttjGct c. a �qcarate ainaDrce:ci;u:t act2`r.." U�"dw"ti IMPERVIOUS SURFACE CALLS: a LOT j 00513100016011 DEVELOPED ,SITE PROP. GARAGE ROOF OU111NE = 1,237 SF I I ACCESS EA T 1 o WIDTH VARI 'i 1 BMW w , - - - - -.TOTAL = 5,188 SF. -104- oC, "NOTE: ROOF OVERHANGS DRIVEWAY BY APPROXIMATE 51 SF. RESIDENCE THE DRIVEWAY AREA STATED EXCLUDES ROOF OVEFIiANGS. _ _ _ _ _ _ Wpy�3 ERVIOUS SURFACAL E CS: Q TOTALS EA = f 91 SF. SW CDR LOT 4 m l - W .�"mr$.��,'.,.�r��a <�,"fraA"�' .rrr�"����".�`�rt�rn�nt�",t�i?��u�rk,..r>,Y�r lt►� 71 wd SF.EXISUN ) L.-.PvtH M SW -i VICINITY MAP SCALE: 1 =2000' TAOVED L411NING Sils-} fl'1"� g�n t3'k.10 m�}}'21.11111;t 4 � • I SITE ELEv=1oo.00' T'9.M EXISTING SEWER MANHOLE LOCATED VERTICAL DATUM: ASSUMED APPROXIMATELY 95-FEET EAST OF THE EXISTING DRIVEWAY ON -SITE (IN THE 180TH STREET RIGHT-OF-WAY AREA) USED AS SITE BENCHMARK, I SFR RIVEW iLI I TAX 1011 00515100016019 EX. OU= 2, 752 SF. �'3� SS HOUSEIY 7031 EX. SHED F OUTLI = 165 SF I D AY PADS & W WAYS 1,082 SF ADM w,aY _1. 193 SE, S '°C' TOTAL = 5,245 SF. IJ PROPOSED 25' rw %CEA-SURFA = ) UTILITY CASEMENT - N89'24'44'W N89'24'44'W 70 (COMBINED TOTAL NEW & REPLACED S RFACE AREA = 4,475 SF.) W� 2 U ,NEW WATER METER i 14.21' , - - LOT COVERAGE CALCS: 1'4 SERVICE _ °`, / \ � / sin DEVELOPED SITE (Foot PRiNr) ENGINEERING DIVISION Zone -g) Corri iJ v 1 � / TBM PROP GARAGE - all Cr P D S NOT D er Flag-1 SS SS - 180T T SW W 0 �- W 1 IE 12" RCP=98.53' =99.64' � �- '� 1-1 PROP. SFR = 1.380 SFIX "2 F.Date: .setbacks Actual R.e ulred � N89 2444 "W TOTAL = 2,291 SF. Front 0 _ 365.01' LOT COVERAGE: 2,291 SF./12,087 SF =18.95% Sidess W � RearEX SSMH ASSUMED SITE T.B.M. t,,/ � P��T T �'�'' RIM=100.00' ®Chet IE IN(W)=89.65' GARAGENOTE.' � MAR 19 2014 IE OUT(E)=89.58' THE PROPOSED GARAGE EX10I0 AS AN NON-PERMbtU WESTERN ENCiNE'E t _o- STRUCTURE. PERMITS AND STRUCTURAL ANALYSIS FOR THE GARAGE ARE TO BE SUBMITTED TO THE CITY CIF °-- EDMDNDS ENGINEER / S R E WESTERN ENGINEERS INC EX CB RIM=100.34' IE 12" RCP(W)=99.51' IE 12" RCP(E)=98.64' _ U V YOR / PLANNER: : 13000 HIGHWAY 99 SOUTH DATUMNOTE.' EVERETT, WA 98204 TELEPHONE 1: (425) 356-2700 CONTOUR LINES ARE SHOWN PER ASSUMED DATUM FAX 1: (425) 356-2708 ' BY OUR RIM OF E��DSEWER MANHOLE DEPARTMENT. APPLICANT.' JOE DUVEY ow'- 0( 95-JET EAST OF THE EXISTING DRIVEWAY ON-SIlTi (INS RIGHT-OF-WAY AREA) USE D(206) 20507 W RICHMOND RD BOTHELL, WA SITE BENCHMARKET 427-2150012 Ct�; TREENOTE.' OWNER: ¢j j ELAKE S1 STEVENS RD NO TREES SHALL BE REMOVED WITHOUT A TREE LAKE STEVENS, WA 98291 CUTTING PERMIT OR ADMINISTRATIVE APPROVAL FROM PLANNING DIVISION ALL EXy�e"���;1=C gS1.1�;�r�C'e ���; i «7q BE Cr�YL:Wn �YlTiiiP� Z �%i1.1'.`.1 CITY OF EDM0ND5 -PLANNING DIVISION APPROVED 'FOR CONSTRUCTION BY: PLANNER RECEIVED DATE: LEGAL DESCRIPTION.' MEADOWDALE BEACH LOT 11 MAR 25 2014 SITUATE IN THE COUNTY. OF SNOHOMlSH, STATE OF. WASHINGTON, TAXACCOIlNTNO.(S).' SITEADDRESS: COUNTER DEVELOPMENT SERVICES. 005131000160110 7110 180TH ST SW EDMONDS, WA 98020 Western SITVPLOT PLAN FOR: .Engineers, (425) JOE DUVEY Inc. 356-2700 SEI/4, SWI/4, SEC08, T,27N., R.4E., W.M. = C.ITYOFEDMONDS, WASHINGTON SURVEYORS • PLANNERS • ENGINEERS DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE LAND USE CONSULTANTS BRC 02/28/13 01 JAJ 03/19/14 J. JARRELL 1" = 20' CIVIL E14GINEERS a LAND SURVEYORS DWG. FILENAME CHK. BY F.B. NO, JOB NO. SHT. NO. *** 13000 HWY 99 SOUTH * EVERETT * WA * 98204 *** 131275ABASE.DWG JAJ 13-1275-A 1 OF 1