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21911 78TH PL W.PDFlill 11111111 6718 21911 78TH PL W ADDRESS: .21gll 79-7w P/ TAX ACCOUNT/PARCEL #: BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required Waiver CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required El 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 PERMIT(S) #: 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 SINGLE FAMILY RESIDENTIAL FILE77 Name: Date: L) Site Address: Tax Parcel Project Description: Plan Check #: Reduced Site Plan Provided: (YES / NO) Zoning: F5-ig (-F�m - D 7 Map Page: Corner Lot: (YES Flag Lot: NO) Critical Areas Determination # OOL 0 0 El Study Required )D waiver SEPA Determination: T '7 511 11 Exempt Needed (for over 500 cubic yards of grading) 0 Fee 0 Checklist 0 APO List with notarized form Required Setbacks _T Streg: Side: s Side: I lc�. Rear- 77.5- Actual Setbacks Street: Side: Side: �ea r 8.0 El Detached Structures: 0 Rockeries: El Fences/Trellises: El Bay Windows/Projecting Modulation: Stairs/Deck: <A J,- fieigft Datum Point: Datum Elevation: Maximum Height Allowed: q 13 6 q) Actual Height: V, Lqtg� .83) Other Parking Required: Parking Provided: Lot Area: a L_[ Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: Pe—, 5M A 19 2 9 ADU Created: (YES / NO) Subdivision: 7 -,?L D Legal Nonconforming Land Use Determination Issued: (YES Comments Plan Review By: cy%_� Planning Data Form 07-1+09.doc PLANNING DATA =FILE Plan Review By: Planning Data Form 07-14-09.doc fe #1?20 City of Edmo-Ods Development Services.Department Planning'Division Phone: 425.77 L0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this,'form isto be filled oik, by 4hy person preparing. a, . Development. Permit Application, for, the City of Edmonds'' prior to. histhe'r submittal.,of the application tol*the.City�,: The purpose . ofth6 Checklistis to enable City staff to determine wh6ther 'any potential Critical Areas are, or may be, present on'the sub' ject property., -The information to co let6,41ie Checktist'should be easil hap y available from observations of the'site or dita�available at, City Hall (Critical areas inventories, maps,-. ',or soil surveys). Date'Recelved: 0,(g 1 .3 o )�,,t)O (,o City Receipt#:_AC-C,,. -000 19 Critical AreasFile Ok C, A -A - 1-66to - "I Critical Areas Checklist Fee: $135.06, Date Mailed to A0plicant: A property owner, or his/her authorized representative, must fill out the checklist,. sigh,and date it,�a.nld submit it to the City., The City will�xeview the. checklist, make.ii, predur . wry gite.' visit, and, m I ake a determination of the subsequent,96eps necessary, to complete a 'development pennitapplication. Please submit a vicinity map, along with the signed copy, of this form to as's'llsf Oty staff in rindin ng g and locati 2 the specific piece of property described on Us, form. b addition, the applicant shall include, other pqrfine.nt. ,Information (0. ., site plan, topography map, etc.) Or studies inc9niiinction vdth this Checklist't6assistant staff r inary assessment in completing'thei prelim, �of the site. The'undersigfied �appliq and histherfits heirs.,- -A the,proc I e I ssing-of the application agrees ant., arid,assigns, in consider 10on, on to release, indemnify, defend and hold the C-ity..of'Edmond$1,harqiless from,any,and all damages, -including reasonable attprney's: fees,� ariisihg�'ftom, any aptioa or �ihfractiorr- based, mhm-lidle or part upon. false, misleading,inaccu'rate or incomplete infibimation, furnished by the. applicant, his/her/its agents;or emblovees.. By my s ignature, 1,cer*1hat..the:ififbfmation and,exhibits, herewith,submitted are: true -and correct to th,e,best of �rny knowled and. that. I am authorized- to file this applica 91 ,.ge tionon-thebeh f of the owneraslisted,below. SIGNATURE OF APPLICANTYAGENT DATE: Property.0 ndir!1s:,A#t4orizadon Bymysignatureo I certify tha,A, 1haye authorized,the,,above Applicant/Agent to apply,for the, subject land �use, application and grant -my permission forAe. publiclofficials:and, the staff of the'City of, Edmonds toenter the, subject property for, the purposes of iMpeefion-and posting attendOnt,W thisapplication. SIGNATURE, OF OWNER- DATE AppWant Representative:: ,Owner�ApoHcafiti C Name, 21 & ,:Street Address Street Address 9�16 13 36 city; $t;ate City State: Zip T,6iep4onie: telephone:, 45 Email addre�� 'o e_:16nail �A—ddms' (optionai);, L7;1 14. Critical Areas oy Certificate of Occupana Buildm"g Division This certificate is issued in accordance with the requirements of Section I I I of the 09 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: 21911 78TH PL W, EDMONDS Permit No: BLD20120580 Construction Type: V13 Parcel No: 00461000201500 Owner- BELTON HOMES, LLC Occupancy Group: R-3 16108 ASH WAY SUITE 201 LYNNWOOD, WA 98087 21 111! � I IIlt1rd 1 0- J� B411ding Official POST IN A CON,SPICUOUS,PLA.CE 06/18/2013 Date Issued ICT 0 1 REET. FILE CID 0c 0 rD no mm a g;g 03) rj) m 1 PUBLIC SIDEWALK OD EASEMENTe-+- _SS *10 r— (- - — > a (-)5' PLA6ER rnSTRIP �TYP) SS SS (A co FIRE HYDRANT SITE PLAN INFORMATION PROPERTY OWNER & CONTRACTOR: BELTON HOMES, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WA 98087 425-775-8661 SITE ADDRESS: 21911 78th PLACE W. EDMONDS, WA 98026 LEGAL DESCRIPTION: LOT 7, STONEBRIDGE COURT ASSESSOR'S PARCEL NUMBERS: 00461000201500, 00461000201600, 00461000201701 LOT COVERAGE FOOT,PRINT - 1,994 SQ FT CnCOVER�AGE 1,994--6,417=31.1% m 'd rl%3 D R PLANNING ffPRIVATE DRAINAGE EASEMENT SID — — — — — — — — — — — —390- z RING DIVIS10-t-4— — ENGIN 0 AS N ata. 22.00' 15.00' G— A=387.97 so SD — 61.39' N 88*41'51" E cs \ lb I I I (0 (0 Zone ic�rn Fl Setbacks ANu: kred I U. Rw Actud 7F - 7, R. 0 SS HeigLt 95-- to 00 b OD Ila C=389.46 F/P tick STONEBRIDGE, LOT 7 BELTON HOMES, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WAPHINGTON 98087 OFFICE : 425-775-8601 FAX : 425-742-8469 STATE REGISTRATIPN #13ELTOHL883L2 7 6,417 sq. ft. ct .. 9 6. SF C z 10 15.00' 4070b' D=389.80 -1 PLAN 467—B r 5' GARAGE RIGHT MF=388.5 N Ln I octl xj,- 193 SF INV=384.5 �4 1 18.00-/' :1 L - — — — — — — — ct D - OVERED PO CH 1,11 23.00' �4 CR CONC pi 00 --GF=387.78 BUILDING HEIGHT CALCULATION (ORIGINAL GRADE) A=387.97 B=387.34 C=389.46 D=389,80 1,554.57 -- 4 = 388.64 AVE. ELEV. MAXIMUM HEIGHT = 388.64 + 25 =413.64 PROPOSED MAX. ELEVATION=412.83 HOUSE/EAVES/PORCH 2,195 SO FT DRIVEWAY 1,280 SQ FT CONCRETE 114 SO, FT TOTAL 3,589 SO FT LOT 7 INFORMAT10N TOTAL LOT AREA - 6,417 SQUARE FEET CA '0 0 AREAS MAIN FLOOR 1,365 SO. FT. UPPER FLOOR 1,590 SO. FT. GARAGE 429 SO. FT. PORCH 115 SO. FT. WALKWAY 18 SQ. FT. DRIVEWAY 1,280 SQ. FT. PATIO 96 SQ. FT. TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. ELEVATION : 374.92 DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION IS COMPLETED LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 (F:�' TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT go'zol VAMIN k0--i SCALE: 1"=20' 0' 5' 10' 20' LOVJEDY PLANNING 0 , 9,1_7 DRAINAGE EASEMENT z 12 8p, ENGIM,E ING IDIVISI 9 Iq 14 V AS N Date: STONEBRIDGE, LOT 7 BELTON HOMES, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD. WJAIHINGTON 98087 425_775_ 1 OFFICE : 86 1 FAX : 425-742-8469 STATE REGISTRAT1 N #BELTOHL883L2 CO zoneL—SILF \,Actua Setbacks 2m OtW tj 'T SS-4\ YD FIRE HYDRANT----_�) SITE PLAN INFORMATION BUILDING HEIGHT CALCULATION (ORIGINAL GRADE) LOT 7 INFORMATION A=387.97 TOTAL LOT AREA — PROPERTY OWNER &,CONTRACTOR: B=387.34 6,417 SQUARE FEET C=389.46 BELTON HOMES, LLC D=389,80 AREAS 16108 ASH WAY, SUITE 201 1,554.57 -- 4 = 388.64 AVE. ELEV. MAIN FLOOR 1,365 SO. FT. LYNNWOOD, WA 98087 425-775-8661 MAXIMUM HEIGHT = 388.64 + 25 UPPER FLOOR 1,590 SQ. FT. =413.64 GARAGE 429 SQ. FT. SITE ADDRESS: PORCH 115 SQ. FT. PROPOSED MAX. ELEVATION=412.83 WALKWAY 18 SQ. FT. 21911 78th PLACE W. DRIVEWAY 1,280 SQ. FT. EDMONDS, WA 98026 IMPERVIOUS AREAS PATIO 96 SQ. FT. LEGAL DESCRIPTION: HOUSE/EAVES/PORCH 2,195 SQ FT LOT 7, STONEBRIDGE COURT DRIVEWAY 1,280 SQ FT CONCRETE 114 SO, FT ASSESSOR'S PARCEL NUMBERS: TOTAL 3,589 SQ FT 0046 1000201500, PROJECT BENCH MARK 00461000201600, 00461000201701 TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. SCALE: 1"=20' LOT COVERAGE ELEVATION : 374.92 %%Wm6ii m FOOTPRINT — 1,994 SQ FT DATUM : CITY OF MOUNTLAKE TERRACE — NGVD 1929 0' 5' 10' 2 COVERAGE 1,994-6,417=31.1% C'-.� 2; SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION 42 LW� IS COMPLETED 0 LOVELL— SAU ERLAND & ASSOCIATES, INC., 19217 36TiH AVE. W., SUITE 106, LYNNWOOD, WA 98036 M M TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT ow 0 Co �; CONSTRUCTION SEQUENCE GENERAL NOTES 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY - INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING. OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: t N Lovell- Sauerland 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). - CURRENT INTERNATIONAL BUILDING CODE (IBC) U1*__j & Associates, Inc. 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION Engineers/Surveyors/Planners 4. FLAG CLEARING LIMITS. - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT Development Consultants MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, 2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A �P'ATIO 87.8 388 f I 19217 36th Avenue W. E1.1, E1.2, E1.3, AND ALL OTHER MEASURES THAT MAY BE SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR ____ --T ------- 7 ;7 `72 Va7_ 3 Suite 106 Lynnwood, WA 98036 REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL PROJECT COMPLE11ON AND ACCEPTANCE, A SET OF AS -BUILT. DRAWINGS SHALL ..72 BE INSTALLED PRIOR TO SITE� GRADING/CLEARING. phone: (425)775-1591 BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE 6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING). BUILDING CCCUPANCY/FINAL PROJECT APPROVAL. 8 8. 0 e-mail: info@lsaengineering.com 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION web: Isaengirieering.corn REQUIREMENTS AND MAINTAIN DUST CONTROL. AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE 4"INV=386.8 BMP#C121 MULCH (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO.CONSTRUCTION. ROOF. DRAIN HI PT. 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.). EXPOSED SOILS 4. CONTRACTOR. SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY. OWNER'S REPRESENTATIVE OF V (TY.P.) 9. FINAL GRADE/PAVE, MAINTAIN M PROTECTION. ANY DISCREPANCIES. 10. LANDSCAPE, HYDROSEED ANLJ MULUN ALL tAtUZ)tLJ AKLAZ). E. G. =6 d /. z) DISTURBED AREAS SHALL BE -COMPOST-AMENDED. 5. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE IT, APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF NTH THE CONTENTS F1G AT FNDN=388.0 11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZA11ON THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE FF:�=38 -5 MEASURES ARE INSTALLED., APPROVAL BY.CITY REQUIRED., RECOMMENDATIONS OF THIS REPORT. PRIOR TO REMOVAL OF ESC DEVICES. B.O.F.=386.5 V 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLA11ON OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. I . I I I., I BMP#Cl23 PLASTIC DRAIN EROSION AND SEDIM . ENT CONTROL� (ESC) NOTES 7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ROOF ROOF DRAIN--, I It, COVERING AT ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 87'-4"PVC 4"PVC SS 101'-4"PVC i5T '5Ut5M1TTAL-oS/?_?_/1?_ STOCKPiLES(TYP.) 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUC11ON VEHICLE: COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC @ 0.92%�,�INV=384.5 @ 0.94% ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE GRADING AND EROSION CONTROL REQUIREMENTS. STABILIZED NTH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY OVERED P DRYWELL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR �TG DRAIN. ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT APPROVAL. .. .. I I "N, I DISPOSAL AREA WITHIN 24 HOURS.. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT �g4"PERF PVC OTTOMLESS IS REMOVED IN THIS MANNER. X r 9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN ARAGE 2. ESC MINIMUM REQUIREMENT STABILIZATION OF EXPOSED AREAS: SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING . 0 .. IOCK-FILLED ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED oT APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING FABRIC -LINED VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND �RATED LID EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF MAINTAINED IN ACCORDANCE WITH- THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED SHORING AND BRACING, AS REQUIRED. (DPPT H PER SOILS ENG.) ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL. REMAIN EXPOSED FOR 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 10' PRIVATE DRAINAGE STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT 0 EASEMENT FOR LOTS - PROTECTION OF ADJACENT PROPERTIES: 87.78 'n 6-10 RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN "� 81a, PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, 3. ESC. MINIMUM REQUIREMENT ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSI ON BY APPROPRIATE USE HI SLAB, OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A LOW SLAB N V=% APPROVAL FROM THE FIRE MARSHAL. .4"R COMBINATION OF THESE MEASURES AND PTHER APPROPRIATE BMPS. 85.85 24'r,,4)'PV %:: C@ 0.63 4. ESC MINIMUM REQUIREMENT - MAINTENANCE: 09r" IPPVC@ 32.5% ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. BMP#C220-SD SD INLET/ PROTECTION 5. ESC MINIMUM REQUIREMENT - OTHER BMPS: if SID AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED Yk(TYP.) RUNOFF SHALL BE APPLIED. --------- ------------- . . . EX. 6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION: INV= 6. 386 THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE INV=�82.60 FOLLOWING: --EX. C B A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; RIV 3 7.4 BMP#C233-SILII B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE 7- CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; INV=38 .2 FENCE(TYP) C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT z PONDS, OR OTHER ACCEPTABLE MEANS); < D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. ENGINEERI .6Nq,,1DIVISI0N pozrcD SURFAG�,S 10 ALL EX PR Vr T� 0- x" BE COVERED. WITR'itl I �TT A 0 1 NDa �te: P7 11 Z,, .DRAINAGE CONSTRUCTION NOTES F- V 00 0 1. FOOTING DRAINS SHALL NOT BE C I ONNECTED TO I DETENTION n LO z o) SYSTEM. INDIVIDUAL LOT F001ING DRAINS SHALL BE TO. DRYWELLS 00 00 0 INSTALLED AT TIME OF.BUILDING CONSTRUCTION. n 00 00 0 00 00 00 < n r.0 2. PIPE MATERI AL: i 4�zzzz 11 :;;-, 1 389 UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN A 387- @ i.-- 5 U%jz U zi /0 387 PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2 & MM-3. 385 385 1' PUBLIC, 0 3. INDIVIDUAL� LOT FOOIING/WALL DRAINS WILL GO TO IND IVIDUAL E "IDEWALK DRIVEWAY PROFILE 0 DRYWELLS LOCATED ON EACH. LOT. flr,� '5d4l -UE, 'MVA�D 11=1 :z 0 -c-ME hu, UTILA SCALE: H&V: 1 0 11 S STORMWATER CLASSIFICATION WORKSHEET INFORMATION: LLJ SCALE 1"=10' r 5HAtt-, T) t, -V �%Ov Oat %IiG5 tr 6N 0 1. PERMEABLE PAVEMENT PROPOSED.'O.O SF 2. IMPERVIOUS AREA TABLE.(SEE. TABLE ON THIS SHEET) 6MF %MW M %E mid" F A NVVoe;i 3. TOTAL AREA OF:LAND DISTURBING ACTIVITY=6,417:kSF 01 5' 10, 15' 20' < 4. EARTHWORK QUANTITY-., LEGEND EXCAVATION= 1 48*CY, FILL=15*CY-, TOTAL=148±CY YOR P T6 V5. ry xxx M 5. PROJECT, WLL NOT CONVERT 3/4 AC %OR MORE OF NATIVE DESIGN CONTOURS PER PLANS UTILITY CONFLICT NOTE VEGETATION TO LAWN OR LANDSCAPED AREA = PROPOSED FINISHED CONTOURS THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS Lj_j 6. WATERSHED=CREEK OR LAKE BASIN=HALLS CREEK APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS 0 7. PROJECT CLASSIFICATION: SINGLE LOT IN A LARGE SITE PROJECT . ....................... . = BSBL (BUILDING SETBACK. LINE) OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND I-_ z DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. 0 ACCEPTABLE TIGHTM imPFRmni Iq ARFA TARI F (nATA FRnM rl I CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO 0 TYPE AREA (SQUARE FEET) NON-7.REGULATED 0 EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 3.589 TOTAL REGULATED IMPERVIOUS AREA 3,589 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 3,589 REGULATED AREA NOT YET MITIGATED 0 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 0 AREA'PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES 0 CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO SHALL BE AVAILABLE AT ALL TIMES. CONSTRUCTION NOTE 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD CONSTRUCTION SHALL CONFORM TO THE LATEST CITY STANDARDS AND SPECIFICATIONS. mw� SDR 35 SCH 40 N -12 F810 HANCOR Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) WATER & SEWER INSPECTIONS REaD CALL 425-771-0220 E)(T- CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. AUG 2 7 2012 Cn TW CIALDINC, DEPAF1 ijjjAT I I CITY OF EDIVIONID. SCALE AS SHOWN DRAWN CHECKED . JO I JPO SHEET DATE F.B. 08-20-12 493 , PG.44 C2 PERM # BLD2012-00577, LSA Ill 1104q, 50 _191 OF2 co (R L0 04 Q0 U) 04 0) :5t Cn 7 00461000200700 JAMES E. PLUTE 001 14 SECTION 30, T.27N., R.4E., W.M. 196TH ST cc) 1PU 0 E T �DR S. R. 5 T4- (if S TONEBRID GE CO UR T PRD C-D CASPERS z 5 0 < 3 F_ _j �!-. 3:: 3:: 208TH ST. 00461000200403 40 CL 77th PLACE W. DAE WOONG & SOON CHA KIM < and YOON C. KIM MAIN ST < < z 04 6 00461000200502 EX. 15' CITY OF r, BRYAN L. BRISCOE EDMONDS SEWER EASEMENT (A.F. NO. OW001 3: 00461000200603 EX. HOUSE 7610140147) tv 2T2TH ST. S.W. PPROX)#21820 EX. HOUSE YIRGIL & DOINA ZANIDACHE (A V) <1 (APPROX) :1� < < < EX. 10' CITY OF EDMONDS STORM SEWER EASEMENT (A.F. NO. - _I . 0 0 7610260213) '.5 .5� 0 00 00 LA 1P INV-387.66(18")- 8" SAN. SEWER 220TH ST SW SS- ---------- 01- I PROPOSED 1 ---- -- S.S.M.H. 2081THST. 7 r--y CITY DRAIN. 0' CITY OF fFATI. - - - - - - - - PATo TOP=,390.40 Uj r ---- PATIO EDMONDS SEWER _T lot 7 INV=385.68 EASEMENT (A.F. NO. 7610260214) lot 4 lot 5 se=387.50 I g. eg=388.56 se=392.00 se=390.00 lot 6 eg=393.17/' avg. eg=390.77 PROPa0vSED avg. e=38"O 'PRIVATE DRAIN VICINITY MAP S !j dyg. �g\=�.7 L E'MENT ON LOT 6 (NO SCALE) _j F FOR #2 20 _j I J (APPROVED HAUL ROUTE (TYP.)= COVERED PORCH PORCH LA ICO\,EREG 4-7,9_ - B 472 -A PROJECT CONTACTS Ll 46-7,:-B 467-A L ER/SURV T/DEVELOPER 4 ENGINE EYOR APPLICAN ------------- CONTACT: JERRY OCONNELL CONTACT: LOREE QUADE v SD= LOVELL- SAUERLAND & ASSOCIATES, INC. PHOENIX DEVELOPMENT, LLC wo. TR C 4/11 19217-36TH AVENUE W., SUITE 106 16108 ASH WAY, SUITE 201 LYNNWOOD, WASHINGTON 98036 LYNNWOOD, WASHINGTON 98087 r PHONE: 425-775-1591 PHONE: 425-275-5306 NOTE: LANDSCAPE 'ELEMENTS 4-8 AND U11UTIES SHALL NOT CONFLICT WITH 464�A j, GEOTECHNICAL ENGINEER OWNERS _j JHE '01W OF EDMONDS' IVRIA DRAINAGE N1 lot 8 EASEMENT. CONTACT: RAY COGLAS THE CHESTER GEORGE POLZIN h EARTH SOLUTIONS NW, LLC REVOCABLE LIVING TRUST, se=386.00 136TH PIL NE, #201 DATED MAY 22, 1997, j PROPOSED 10' 1805 III avg. eg=386.65 PRIVATE STORM 17 BELLEVUE, WASHINGTON 98005 PAUL E. POLZIN, SUCCESSOR TRUSTEE, C"KAC-KIT ntd PHONE: 425-449-4704 VIVIAN E SWAIN PAHI ;: ID0171K] LOTS 7-10 00461000201702 GLEN R. POLZIN & WALTER H. POLZIN lot 3 1 1 1 1 23306 ROBIN HOOD LANE EX. /-se=391.50 I I PPOPOSED 10' JAMES E. PLUTE BLDG. av/cf. eg=392.08 41 L__I _j EDMONDS, WASHINGTON 98020 (APPROX) L UT(LITY E'MENT(TYP.) PHONE: 425-778-1771 lo. - Y_ STRUCTURAL ENGINEER LANDSCAPE ARCHITECT 00461000201402 ------ 390 47Z-A CONTACT: DAN KOSNIK 5' SIDEWALK PER WB/LA LANDSCAPE ARCHITECTS JAMES E. PLUTE I j461'!DUAL DWY P SITE STRUCTURES, A DIVISION OF A WSD )T #F-80-10-0111 C.O.E.#E-2.13; TYPE 'A' 16630 30TH DR. SE. WE-T CB#BP2-48rT KOSNIK ENGINEERING PC I BOTHELL, WASHINGTON 98012 4 2-B CURB/GUTTER PER 10511 19TH AVE SE, SUITE C PHONE: 425-417-4609 aN C.O.E.#E-2.8 SEE SHT C6. EVERETT, WA 98208 L - - - I \ I III PHONE: 425-357-9600 STORMWATER EMAIL: dan@kosnik.com S*W lot 9 EX. lot 2 TA Ni CTED INSTAU.ED se=384.00 0 se=389-00 S I." E CITY) CITY OF EDMONDS HOUSE 1 14 I I 13Y OTHE vg. eg=384.70 (APPROX) I I . =389 54 A 1\ LI :q 1 1. 1\10T (Z WNL�WAY E-MENT(TYP.) I ! I N 0MINII I /AM T Z)r- VVILIM (M VV/A I K 5' PUBUC Y VMFOAN�T)0 --5' PUB - - - - - - I 1 . OFFSITE TOPOGRAPHY APPROXIMATED FROM CITY OF EDMONDS - - - - - - PUBLIC RECORDS. ELECTRICITY X_ 43 M X.) bfg=385.8 B I 2. TRACTS 997, 998 & 999 WILL BE OWNED AND MAINTAINED BY THEDSTONEBRIDGE COURT W E P.U.D. NO. 1 OF SNOHOMISH COUNTY f ht=2 (�NALL TO 14� V111140A NOTE: 2+11J8 PUD/PSE HOMEOWNER'S ASSCFCIATION. TELEPHONE 00 Do p ON911RUCTED _0TH I INT-TRENIC H XING UN tj S " I PLAT IMPROVEMENTS) STORM & OVER SEWER 3. ALL IMPROVEMENTS AS SHOWN ON THESE I SCALE 1"=30' FRONTIER se=385.80 I avg. eg=386.77,," IBJO \rE R T. lot 10 PLANS, EXCEPT THE CONSTRUCTION OF THE SINGLE FAMILY RESIDENCES, SHALL BE MIME POLICE PROTECTION :> Cr COV`D PORCH se=382.80 avg. eg=383. CONSTRUCTED AS A CONDITION OF PLAT /DtTE Nngt! COV`D PORCH bo --------- )I APPROVAL. 01 15, 30' 45' 60' CITY OF EDMONDS .91PE L3111-IrmsTm--- FIRE PROTECTION 11 MANIF I!j . 1= q :. MAMB(rk ::- 4. 220TH STREET SW IMPROVEMENTS: -- REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL - ChOL SHEET INDEX FIRE DISTRICT 1 DETEKTON'/OPEN SPIAC;E IKA7 999 1 0 11;7/ __ 1 - \V 1 -RLAT ENTRANCE, AND REPLACE CURB, GUTTER, 0) =9 1 I -E RT \ H N 0 E A 'z ;1 PAE E43 M P �R LA S AN`DSIDEWALK AS REQUIR W ENGINEER. (MINIMUl V N ON THESE PLANS) NZAV C.O.E.#E-2.13; TYPE A� C1 ROAD AND SITE DEVELOPMENT PLAN C2 EXISTING CONDITIONS & DEMOLITION GAS PUGET SOUND ENERGY �Al N Lovell- Sauerland & Associates, Inc. Engine ers/Surveyors/Planners Development Consultants 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@lsaengineering.com web: lsaengineering.com -3rd V-6VISION - o(dolp/a Cq C4 to (a 0 0 0 0 Cq <1 to 0 4z� c Lo 0 E E E E o 0 0 X C3 0 (a jk C4 Ld CL 'a W > > 4 c! 4EA TOP=3W� C.B. CURB/GUTTER PER C3 CLEARING, GRADING AND S PPP MH ------- 1NV=381.8996-8"W C.O.E.#E-2.8 SEE SH C6. 77 ACI 'd.- I 1 0 C4 ROAD & STORM PROFILE AND SITE DETAILS < t P0 lul j 0 ------- WATER ry 0 -W __j WIV 5"C1 W C5 WATER AND SANITARY SEWER PLAN & PROFILE ZONING W111 7CIW 70:: PIP CL UTILITY EX. CONC. WALK z /' C6 CITY OF EDMONDS Ell, E2 & E4 DETAILS RS-8 (NO CHANGE) 0 -W 7 W_ W C7 CITY OF EDMONDS E6 & E7 DETAILS 1 CI G - ,,REPLACE E D Cn G 2"G 2 $R(Tr-) 384- &�_ A(!- ASSESSOR'S TAX PE PVMT C8 WSDOT DETAILS 5' SIDE Al '_�X. SIDE SEWER 220th ST S.W. 7 PARCEL NUMBERS Ld '10 C9 TRAFFIC CONTROL PLAN co k 0 C) 00461000201500 c) < CURB 2.8 SE�-SHT C '8" SAN. SEWER - __ 0 8" SAN. SEWER EX. SIDE SEWER SS 00461000201600 n SO - 18"SD C.O.E.#E- SS SS C. C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201701 �7 Ss- __"� 55��SID O�'_ 0 - - k -7 D )=383. / C11 STORM DRAINAGE PLAN 0 0 so = 380. -8" SITE ADDRESSES INV 4 In 6EONCRETE CURB V Lli Y WV FUL I LANDSCAPE PLAN 7723 220TH STREET S.W. > -0- W > r)" UTILITY rGIF LIDIVIONDt') L-1 SITE PLAN EDMONDS, WASHINGTON 98026 POLE : , I , bj 0 C.B. P=3114,03 101= U) INV=3B1.89-8"W 7807 220TH STREET S.W. 1-11 C. B. SNOHOMISH COUNTY WSDOT TYPE 'A' ADA RAMP IOP=384.72 L-2 DETAILS EDMONDS, WASHINGTON 98026 C) 1, Ljj o 00 1 OP=393.04 PER WSOT #F-40-15-01 ON S. S. H. IqV=380.80-1 8"S TOP= 85.55 1Q,5 f 0 INV=387.96-8"N/S SHT C8. STRUCTURAL PLAN 0 INV= 78.47 1B.M.H. F_ 0 I TOP=384.53 4 (SEPARATE PLAN SET) Ld R E C E N C Y P A R'K 6 NV=380.92-24"N S-1 STRUCTURAL NOTES & TYPICAL DETAILS co V) NV=380.58-24"SW (V 0 L. 2 4, P G. 8 S-2 LID & FOUNDATION PLAN - WALL SECTIONS C. SPECIAL CONSTRUCTION NOTES: LEGAL DESCRIPTION BASIS OF BEARINGS < 0 1 . THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON is CENTERLINE OF 220th STREET S.W. PER LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT -Z� Li APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 0 .PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30) 7r LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. < :7 THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS BENCH MARK 0 V) PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. 114- CONTACT ENGINEER IMMEDIATELY. TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF rill 909-4 qTPr7r7T C, W Amn 7FZ+k A\/17KII IP* W 2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO EXISTING UTILITY LOCATIONS. ELEVATION : 374.92 3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL BE COMPACTED TO 95% AND COPIES OF TEST REPORTS SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE PROVIDED TO THE CITY PRIOR TO PAVING. HYDRANT ON THE NORTH SIDE OF 220th STREET S.W. 4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED ELEVATION : 388.17 FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY. LOT IMPERVIOUS AREAS (SE) 5. DRIVEWAY GRADES SHALL NOT EXCEED 14%. LOT HOUSE/EAVES/PORCH DRIVEWAY CONCRETE TOTAL 6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G. 1 2302 485 211 2998 GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS. 2 2107 570 263 2940 3 2199 509 274 2982 7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL 4 2281 1293 113 3687 DRYWELLS LOCATED ON EACH LOT. 5 2107 541 234 2882 6 2107 551 247 2905 7 2281 1280 114 3675 8 2199 509 273 2981 9 2107 570 249 2926 10 2302 488 213 3003 TRACTS 998/999(ALLOWANCE) ' 384 31,363 IMPERVIOUS AREAS LOTS (HOUSE+ DWY+ CONCRETE = 31,363 SF ROAD RIGHT OF WAY = 13,939 SF TOTAL = 45,302 SF(1.04AC) TYPE AREA (SQUARE FEET) NON -REGULATED 0 .'/ / / ////. '.., .. � � I I.,. �. EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 45,302 TOTAL REGULATED IMPERVIOUS AREA 45,302 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 REGULATED AREA NOT YET MITIGATED 45,302 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES 45,302 IF-Z"1111i'' $ ; :, I111111 . NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCES. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) APPROVED FOR CONSMUC'nON C1W OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION T_ LLJ Cn z RECEVED JUL 16 2012 DEVELOPMENT SERVICES COUNTER SCALE AS SHOWN DRAWN JO CHECKED JPO SHEET C 1 OF DATE 11-28-11 F.B. 493, P.44 CITY FIIE NO. LSA FRE NO 4912 j- cf) q L0 C14 C14 (0 co U) 04 -0 04 0) SECTION 30, T.27N., R.4E., W.M. S TONEBRIDGE COUR T PRD Al <z 10 PUGET D� C9 CASPERS z ST 0 196TH ST �:: 3:: 3:: 208TH ST. 1 0) CL �! UJI 77th PLACE W _j DAE WOONG Sc SOON CHA KIM < > -392- and YOON C. KIM MAIN ST < < z EX. 15' CITY OF r- 6 00461000200502 EDMONDS SEWER 0 (n L -11c'j BRfAN L. BRISCOE EASEMENT (A.F. NO. OWDO11V W - - 7 00461000200603 A El, HOUSE 7610140147) 0� -2 T -2 -TH T S. W. 7 EX. HOUSE YIRGIL & DOINA ZANIDACHE PPROX)#21820 (APPROX) @ 00461000200700 1 1 < < JAMES E. PLUTE EX. 10' CITY OF L4 EDMONDS STORM SEW R '. I F F- FE I EASEMENT (A 0. 0 "t 0 ljlp 7610260213) F. N 00 -- LA I,-, 220TH ST SW INV-387.66(18")- 8" SAN. SEWER - SS- - - - - - - - - - - -z' - - - - - - - - - - - - - - - - - - - - PROPOSED 10 N y S.S.M.H. CITY DRAIN. -EX. 10' CITY OF PATIO TOP=390.40 EDMONDS SEWER - --------- r -E'A S ---- PATIO PAW lot 7 INV=385.68 EASEMENT (A.F. NO. ,-T1C0z4 /4VER'_ ,z 7610260214) 0) ic-4 lot 4 lot 5 se=387.50 se=39U-UU avg. eg-388.56 se=392-00 lot 6 1 - - 393.17/' avg. eg=390.77 PROPOSED 3' VICINITY MAP avg. eg� \sa=38&d0 PRIVATE DRAIN L E'MENT ON LOT 6 Q) - (NO SCALE) FOR 21820 COVE RED PORCH (APPROVED HAUL ROUTE (TYP.)= ICOVERED PORCH G A '7\? 4 --B C) 472-A PROJECT CONTACTS It U, WA 467-1. L .� . e �! - 4--,/ . > ENGINEER/SURVEYOR APPLICANT/DEVELOPER $4 .1 ".. .. r- I I , I.. . k- - - - - - - - - - CONTACT: JERRY OCONNELL CONTACT: LOREE QUADE L- - - -=-7SD LOVELL- SAU ERLAN D & ASSOCIATES, INC. PHOENIX DEVELOPMENT, LLC V TR C �.. �.. y.'','-'., 7 19217-36TH AVENUE W., SUITE 106 16108 ASH WAY, SUITE 201 rNirylaINI S CE LYNNWOOD, WASHINGTON 98036 LYNNWOOD, WASHINGTON 98087 PHONE: 425-775-1591 PHONE: 425-275-5306 NDSCAPE N TE: LA 4 -8 \ELEMENTS 64 AND UTILITIES TH 5KAILL N I ONFLICT " jVW"C4W OF EDMONDS' GEOTECHNICAL ENGINEER OWNERS Wk-T 464-lr\A 41 14 lot 3 50 EX. se=391. BLDG. Ln eg=392.08 (APPROX) /cf. 00461000201402 --- ------ 390 'i / r- U JAMES E. PLUTE r-4P IDUAL D /AIWSD)T #F-80-10-01 4- 2-B co 0A P rq L j EX. 1 lot 2 HOUSE (APPROX) 1 0) I E12 5' PUBLIC.)WALKIN EWE�T(Tr-) 11 M X.) $0 bfg=385.8 f -2 71' 446-A NEW Yi: ht (iIALL TO Elt� CoNj(RUCTED OD WTH PLAT IMPROVEMENTS) 'a' g se:385 107�,' 1* 00 1 avg. eg 3863 /DtTE-N1jgbj /I JIIPE , .:., .1 C.1 COO" CO 9 00 MANIF LD DET ------ PEN S�ACE TR7CT 999 4E ACCE�$-MH-L'z _7 P EX. CONC. WALK 6"Cl 6--cl UTILITY -0-POLE 117��OE _�CURB-/ FX- n W 213 ,REPLACF N G 25*R(TYP.) I K PEO" 2 1 3 �-�X. C.O.E.#E- SIDE SEWER SD I 8"SD C. E.#E-2.8 SE�,SFIT C .8. SAN. SEWER SD - Ss- SS SD rCO/NCRETE CURB SD U /// /ZZ ,,, -ZZZ Izz ZLL--LLLI---Ll -0-U'nLITY -F-EDMOMM W Y OIL POLE C.B. S 0 MI ISH COUNTY WSDOT E $At ADA RAMP 00 PER WSOT #F-40.15-01 ON S.S. H. 1 OP=393.04 INV=,387.96-8"N/S SHT C8. TOP 85. INV= 78.47 R E G E N C Y P A R K 6 (V 0 L 2 4, P G. 8 C .SPECIAL CONSTRUCTION NOTES: BASIS OF BEARINGS 1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE CENTERLINE OF 220th STREET S.W. PER PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE PLAT OF HADLEY'S ACRES (VOL. 8, PG. .30) LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO MARK THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS BENCH PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. 2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO EXISTING UTILITY LOCATIONS. ELEVATION : 374.92 3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL BE COMPACTED TO 95% AND COPIES OF TEST REPORTS SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE PROVIDED TO THE CITY PRIOR TO PAVING. HYDRANT ON THE NORTH SIDE OF 220th STREET S.W. 4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED ELEVATION : 388.17 FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY. LOT IMPERVIOUS AREAS (SF) 5. DRIVEWAY GRADES SHALL NOT EXCEED 14%. LOT HOUSE/EAVES/PORCH DRIVEWAY CONCRETE TOTAL 6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G. 1 2302 485 211 2998 GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS. 2 2107 570 263 2940 3 2199 509 274 2982 7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL 4 2281 1293 113 3687 DRYWELLS LOCATED ON EACH LOT. 5 2107 541 234 6 2107 551 247 2882 2905 7 2281 1280 114 3675 8 2199 509 273 2981 9 2107 570 249 2926 10 2302 488 213 3003 TRACTS 998/999(ALLOWANCE) 384 31,363 TORM DRAINAGE CONTACT: RAY COGLAS THE CHESTER GEORGE POLZIN EASEMENT. lot 8 iF= EARTH SOLUTIONS NW, LLC REVOCABLE LIVING TRUST, se=386-00 1. 136TH PL NE, #201 DATED MAY 22, 1997, 1805 -s avg. eg=386.65 PROPOSED 10' BELLEVUE, WASHINGTON 98005 PAUL E. POLZIN, SUCCESSOR TRUSTEE, PRIVATE STORM 17 -,E'MENT ON PHONE: 425-449-4704 VIVIAN E. SWAIN, PAUL E. POLZIN, L&T§ GLEN R. POLZIN & WALTER H. POLZIN 7-10 00461000201702 P OPOSE 10, -- JAMES E. PLUTE 23306 ROBIN HOOD LANE EDMONDS, WASHINGTON 98020 I LI I T E MENT(TYP.) 10 PHONE: 425-778-1771 63: STRUCTURAL ENGINEER LANDSCAPE ARCHITECT 472 CONTACT: DAN KOSNIK -5' SIDEWALK PER WB/LA LANDSCAPE ARCHITECTS SITE STRUCTURES, A DIVISION OF [Y.F-WAYl C.O.E.#E-2.13; TYPE 'At 16630 30TH DR. SE. CB#BP2-48 KOSNIK ENGINEERING PC BOTHELL, WASHINGTON 98012 FTY�E-F CURB/GUTTER PER _j C.O.E.#E-2.8 SEE SHT C6. 10511 19TH AVE SE, SUITE C PHONE: 425-417-4609 EVERETT, WA 98208 PHONE: 425-357-9600 STREET LIGH V I lot 9 EMAIL: dan@kosnik.com STORMWATER A se=384-00 CITY OF EDMONDS I STALLED N ICTED 3 OTVIE�S 0 9 B E CITY)avg. eg=384.70 NOTES N SANITARY SEWER & WATER -0 - �-1 PLIBUC WIN AY E'MENT(TYP.) 1 . OFFSITE TOPOGRAPHY APPROXIMATED FROM PUBLIC RECORDS. ELECTRICITY W E 11 2. TRACTS 997, 998 & 999 WILL BE OWNED AND 46-B P P.U.D. NO. 1 OF SNOHOMISH COUNTY MAINTAINED BY THEDSTONEBRIDGE COURT llA8 PUD//PSE HOMEOWNER'S ASSOCIATION. TELEPHONE NOTE: 2-1 1 1 1 1 S WT-MkENCH XING UNE 6 �-ffl 21 1 1 STORM & OVER SEWER 1811 3. ALL IMPROVEMENTS AS SHOWN ON THESE SCALE : 1"=30' FRONTIER 0 I PLANS, EXCEPT THE CONSTRUCTION OF THE B I VERT. lot 10 SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION 11010011 C 112 COVD se=382.80 CONSTRUCTED AS A CONDITION OF PLAT 111111111 MEM PORCH avg. eg=383.83 --------- APPROVAL. 01 CITY OF EDMONDS 15' 30' 45' 60' FIRE PROTECTION 4 - \ 4. 220TH STREET SW IMPROVEMENTS: ----- 0i REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL ChAL SHEET INDEX FIRE DISTRICT 1 I PLAT ENTRANCE, AND REPLACE CURB, GUTTER, I C 9 C1 ROAD AND SITE DEVELOPMENT PLAN RT N I N 0 E P AN`DSIDEWALK AS REQUIRM Cl W GAS I E E CN 11 ENGINEER. (MINIMUM EPL LA C2 EXISTING CONDITIONS & DEMOLITION PUGET SOUND ENERGY Brill A E 3 M PjRj ON THESEPLANS) C.O.E.#E-2.13; E A' U A LA Z, EX. C.B. _,,CURB/GUTTER PE C3 CLEARING, GRADING AND SWPPP 1-j �- -- TOP=393.96 C.O.E.#E -------- INV=381.89-1 -2.8 SEE: SH C6. C4 ROAD & STORM PROFILE AND SITE DETAILS WATER W 6"Cl W C5 WATER AND SANITARY SEWER PLAN & PROFILE ZONING -3 Pp W CIS CITY OF EDMONDS El, E2 & E4 DETAILS RS-8 (NO CHANGE) -FZ7_T-TTT W W- G - --------384-&X-AQ- ?"G C7 CITY OF EDMONDS E6 & E7 DETAILS ASSESSOR'S TAX 220th ST S.W. PVMT C8 WSDOT DETAILS PARCEL NUMBERS C9 TRAFFIC CONTROL PLAN 00461000201500 0 0 17 8" SAN. SEWER EX. SIDE SEWER SS C10 SIGNING, STRIPING & MONUMENTATION PLAN 00461000201600 C. 00461000201701 --383 7 C11 STORM DRAINAGE PLAN SITE ADDRESSES INV=380.� 4-8"W W W - -- POLE LANDSCAPE PLAN 7723 220TH STREET S.W. 1��\ S S.M H L-1 SITE PLAN EDMONDS, WASHINGTON 98026 C B. P=384.03 INV=381.89-8"W L-2 DETAILS 7807 220TH STREET S.W. TOP=384.72 EDMONDS, WASHINGTON 98026 INV=380.80-18 S -,j I I STRUCTURAL PLAN C. B. M. H. TDP=384.53 r 4 C (SEPARATE PLAN SET) INV=380.92-24"N INV=380.58-24"SW I?- C) S-1 STRUCTURAL NOTES & TYPICAL DETAILS S-2 LID & FOUNDATION PLAN - WALL SECTIONS LEGAL DESCRIPTION LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. IMPERVIOUS AREAS LOTS (HOUSE+ DWY+ CONCRETE = 31,363 SF ROAD RIGHT OF WAY = 13,939 SF TOTAL = 45,302 SF(1.04AC) I TYPE AREA (SQUARE FEET) NON -REGULATED 0 EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 45,302 TOTAL REGULATED IMPERVIOUS AREA 45,302 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 REGULATED AREA NOT YET MITIGATED 45,302 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES 45,302 NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCES. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center L- (ID,MT,ND,0R,W`A) APPROVED FOR CONSTRUCT1ON CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION OEM IL Im Im Lovell- Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consultants 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info@lsaengineering.com web: lsaengineering.com 09 C WAv, 4989 FOINTA T -3rd 7-6V*1ON o(dolp/a C14 .71 "1 0 0 0 Sk 04 17, LO E LO C) E E 0 E o a .LD > z >, 7t 0 01 X C%j 0) U.1 V) >4 Uj 0 c-4 Ld ;�: < 7- -j 0 CL 0 Ld C\j Cf) < n 0 Q) 7- 3: 0 1 o LIJ (j > LJ ry 0 Ld 0 o Li I— 0 00 C) LIJ V) V) Q C) V) < 0 LLJ 0 < 7r 0 V) Li 0 Z RECEIVED JUL 1 R 2012 DEVELOPMENT SERVICES COUNTER SCALE AS SHOWN DRAWN CHECKED JO JPO SHEET C 1 OF DATE 11-28-11 F.B. 493, P.44 CITY FILE NO. LSA FILE No. 4912 7 00461000200700 JAMES E. PLUTE 00 14 EX. BLDG. (APPROX) 00461000201402 JAMES E. PLUTE INC, N E HOUSE (APPROX) PUGET DR Q_ 196TH ST S.R. 5Z4 rowDow 00FOO 220TH ST SW UJI 9 :Z. .C.) ,z (IED_j (APPROVED HAUL ROUTE (TYP.)= PROJECT CONTACTS APPLI'-"#'ANT/DEVELOPER CONTACT: LOREE QUADE PHOENIX DEVELOPMENT, LLC 16108 ASH WAY, SUITE 201 LYNNWOOD, WASHINGTON 98087 PHONE: 425-275-5306 OWNERS THE CHESTER GEORGE POLZIN REVOCABLE LIVING TRUST, DATED MAY 22, 1997, PAUL E. POLZIN, SUCCESSOR TRUSTEE, VIVIAN E. SWAIN, PAUL E. POLZIN, GLEN R. POLZIN & WALTER H. POLZIN 23306 ROBIN HOOD LANE EDMONDS, WASHINGTON 98020 PHONE: 425-778-1771 LANDSCAPE ARCHITECT WB/LA LANDSCAPE ARCHITECTS 16630 30TH DR. SE. BOTHELL, WASHINGTON 98012 PHONE: 425-417-4609 STORMWATER CITY OF EDMONDS avg. eg i I \ : - R I I N I /AM T Z) W K & WA I LN 1 5' PUBLIC W4\ AY E!MFNT(TYP.) 5' PU13LIC)W/ALKW E'MEAT( -) - - - - - - --- 1. OFFSITE TOPOGRAPHY APPROXIMATED FROM CITY OF EDMONDS D1101 In D17nnDnC ELECTRICITY ttg=.jtjt5. M X. 2. TRACTS 997, 998 & 999 WILL BE OWNED AND W E 446-B P.U.D. NO. 1 OF SNOHOMISH COUNTY bfg=385.8 it;:: I 446-A i MAINTAINED BY THIEDSTONEBRIDGE COURT fg ht=2 ;' JF8 PUD/PSE HOMEOWNER'S ASSCFCIATION. (WALL TO BE-1 CITE: 2+ . En , T L PHON EX. CONC. WALK UTILITY C_ CASPERS ST z < F_ I\- I 77th PLACE W. I DAE WOONG & SOON CHA KIM MAIN ST _392- and YOON C. KIM 6 00461000200502 EX. 15' CITY OF 10- I EDMONDS SEWER 0 RYAN L. BRISCOE EASEMENT (A.F. NO. 00461000200603 EX. HOUSE 7610140147) EX. HOUSE PDROX)#21820 < (APPROX) YIRGIL & DOINA ZANIDACHE cut) (A 4, < EX. 10' CITY OF fla I EDMONDS STORM SEWER �A EASEMENT (A.F. NO.-- 8 EII 0 7610260213) INV-387.66(18")- 8" SAN. SEWER Ss- 2 - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - -- r )PROPOSED 1 0'_7 ---- \ PATI) S. S. M. H. CITY DRAIN. Y --- TPTFO - - - - - PA110 TOP=390. EX. 10' CITY OF -- -------- r-E-ASEM-pp PATIO 40 EDMONDS SEWER lot 7 INV=385.68 EASEMENT (A.F. NO. lot 4 lot 5 se=387.50 7610260214) se=392.00 se=390.00 lot 6 avg. eg=388.56 avg avg. eg=393.17/ eg=390.77 \Se=38"O \PROPOSED 3' PRIVATE DRAIN VICINITY MAP c)Xg. '�g�:�.7!j L E'MENT ON LOT 6 (NO SCALE) FOR #21 20 COVEREO PORCH LA IcOvERED PORCH 1 9- 4n-B Cz) 472-A B 1 19 4 11 467-A "'OVE P ENGINEER/SURVEYOR Ky: > 4- 1,41 7 WAY )Y - - - - - - - CONTACT: JERRY OCONNELL N� so LOVELL- SAU ERLAND & ASSOCIATES, INC. TRKC F 7 r"p 19217-36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 PHONE: 425-775-1591 %dh r NOTE: LANDSCAPE /4 4-13 \ELEMENTS AND UTILITIES M#f`CM OF EDMONDS'- 5HALL N T CONFLICT WITH ,4, j GEOTECHNICAL ENGINEER __j �:�TORM DRAINAGE CONTACT: RAY COGLAS lot 8 \Y\\EASEMENT. EARTH SOLUTIONS NW, LLC J. I,\ se=386-00 ___C__PROPOSED 10' 1805 - 136TH PL NE, #201 8 g=386.65 BELLEVUE, WASHINGTON 98005 avg. e PRIVATE STORM 17 pa \E'MENT ON PHONE: 425-449-4704 LGTS 7-10 00461000201702 lot 3 JAMES E. PLUTE Jse=391-50 1, A5 Lq C14. eg=392.08 SECTION 30, T.27N., R.4E., W.M. S TONEBRID GE CO UR T PRD A %\ CO STRUCTURAL ENGINEER t 390 472 0) CONTACT: -Z DVIDUAL DWY PER - 5' SIDEWALK PER C.O.E.#E-2.13; TYPE 'A� DAN KOSNIK SITE STRUCTURES, A DIVISION OF A WSD )T #F-80.1 0- ON-B 4 1" C - - B#BP2-48rTYI5E-T \ I CURB/GUTTER PER KOSNIK ENGINEERING PC C�. C.O.E.#E-2.8 SEE SIFIT C6. 10511 19TH AVE SE, SUITE C L EVERETT, WA 98208 PHONE: 425-357-9600 06 STREET LIGHT' lot 9 EMAIL: dan@kosnik.com lot 2 se=389.00 (A XQQ 1; 11 54 1 STALLED4 IN TED se=384.00 BT OTHE�S (N E CITY)avg. eg=384.70 KInT C! 00 00 PLAT 0 IMPROVEMENTS) lot WT_m�FACH XING UNE STOR m & OVER SEWER S 3. ALL IMPROVEMENTS AS SHOWN ON THESE FRONTIER SCALE : 1 "=30' se=31B5.80 iB VERT. lot 10 PLANS, EXCEPT THE CONSTRUCTION OF THE SINGLE FAMILY RESIDENCES, SHALL BE POLICE PROTECTION Ito. avg. eg=386-77_�-' ; > f-T:i� (A C OVO se=382.80 I eg=383.83 CONSTRUCTED AS A CONDITION OF PLAT I m mom Immism 1m Em OEM immi Emmomim C-V- .-!, P"RCH /Dt_'I5_N119N bo J IRCH avg. APPROVAL. CITY OF EDMONDS 0' 15' 30' 45' 60' .91PE I � --------- --- 41i_ FIRE PROTECTION MANI A I 4. 220TH STREET SW IMPROVEMENTS: I / - I I l, REMOVE EXISTING DRIVEWAY CUTS(2), INSTALL ACE TRACT 999 Chv& SHEET INDEX FIRE DISTRICT 1 \DETEWIONfYOPEN S -RLAT ENTRANCE, AND REPLACE CURB, GUTTER, 7 . - .- I - I I � I I 0) -SIDEWALK AS REQUI C1 ROAD AND SITE DEVELOPMENT PLAN 10, AND GAS mar, RT r N 0 E� PA E 1 1, NT19 L N W/ ENERGY E E�!3 M ON THESE PLAN E ENGINEER. (MINIMUM REP C113 PjR IS) C2 EXISTING CONDITIONS & DEMOLITION PUGET SOUND OU AL LA ts I C.O.E.#E-2.13; n?E A' 4EA`-i r0P=3%gC6,- CURB/GUTTER PER C3 CLEARING, GRADING AND S PPP MH' -2.8 SEE SH C6. _L__ __1 . 1�1 ., I - T - - - - - - - - C.O.E.#E C4 ROAD & STORM PROFILE AND SITE DETAILS mm j 0 I-l- --WATER- P PU 6"CI W C5 WATER AND SANITARY SEWER PLAN & PROFILE pp 6"Cl W w CIS CITY OF EDMONDS El, E2 & E4 DETAILS W_ w G w w 2"G C7 CITY OF EDMONDS E6 & E7 DETAILS ,REPLACE EX. DW.Y U 2 G 25'R( 384- EX- A(L (n 3 V ER V, 220th S I S. W. PVMT U 0 3LJUI Ur_I/AILZ� r3 C.O.E.#E- 5- X. SIDE SEWER C9 TRAFFIC CONTROL PLAN SD - ===�� SS SS SD C.O.E.#E-2.8 SE�,SHT C -8. SAN.. SEWER SS SAN. SEWER EX. SIDE SEWER C10 SIGNING, STRIPING Se MONUMENTATION PLAN Ss- __S� a�i�-�SD D D- Z, �--r(5r=,383. 7 C11 STORM DRAINAGE PLAN SO LL INV=380. - -0-UTILITY a"zal,, SNOHOMiSH COUNTY I C. B. 00 IOP=393.04 INV=387.96-8"N/S r R E G E N C Y P A R K (V 0 L. 2 4, P G. 8 SPECIAL CONSTRUCTION NOTES: 1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. 2. ADDITIONAL UTILITY EASEMENTS MAY BE REQUIRED SUBJECT TO EXISTING UTILITY LOCATIONS. 3. COMPACTION TEST REPORTS WILL BE REQUIRED FOR ALL UTILITY TRENCHES WITHIN THE CITY RIGHT-OF-WAY. SUBGRADE SHALL BE COMPACTED TO 95% AND COPIES OF TEST REPORTS PROVIDED TO THE CITY PRIOR TO PAVING. 2 4. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED < FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. A ROW co PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE IR LO PROVIDED TO THE CITY. 7: r1_ 5. DRIVEWAY GRADES SHALL NOT EXCEED 14%. C14 6. STREET LIGHTING PLAN AND UNDERGROUND UTILITY PLAN (E.G. GAS, POWER, ELECTRIC, COMMUNICATIONS) SHALL BE BY OTHERS. C.0 7. INDIVIDUAL LOTS WALL/FOOTING DRAINS SHALL GO TO INDIVIDUAL DRYWELLS LOCATED ON EACH LOT. U) 04 m w HULL WSDOT TYP RAMP PER WSOT #F-40.15-01 ON S. H. SHT C8. TOP= 85.55 INV= 78.47 6 BASIS OF BEARINGS CENTERLINE OF 220th STREET S.W. PER PLAT OF HADLEY'S ACRES (VOL. 8, PG. 30) BENCH MARK TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd STREET S.W. AND 76th AVENUE W. ELEVATION : 374.92 DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 SITE BENCH MARK : NORTH TOP FLANGE BOLT OF FIRE HYDRANT ON THE NORTH SIDE OF 220th STREET S.W. ELEVATION : 388.17 LOT IMPERVIOUS AREAS (SF LOT HOUSE/EAVES/PORCH DRIVEWAY CONCRETE TOTAL 1 2302 485 211 2908 2 2107 570 263 2940 3 2199 509 274 2982 4 2281 1293 113 3687 5 2107 541 234 2882 6 2107 551 247 2905 7 2281 1280 114 3675 8 2199 509 273 2981 9 2107 570 249 2926 10 2302 488 213 3003 TRACTS 998/999(ALLOWANCE) 384 31,363 LARDSCAPE PLAN S. S. M. H. C B. TDP=384.72 INV=381.. '9-8"W L-2 DETAILS INV=380.80-18"S STRUCTURAL PLAN C. B. M. H. IOP=384.53 4 (SEPARATE PLAN SET) NV=380.92-24"N NV=380.58-24"SW S-1 STRUCTURAL NOTES & TYPICAL DETAILS S-2 LID & FOUNDATION PLAN - WALL SECTIONS LEGAL DESCRIPTION LOTS 15, 16 AND THE WEST 10.47 FEET OF LOT 17, BLOCK 2, HADLEY'S ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 30, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. IMPERVIOUS AREAS LOTS (HOUSE+ D WY+ CONCRETE = 31,363 SF ROAD RIGHT OF WAY = 13,939 SF TOTAL = 45,302 SF(1.04AC) TYPE AREA (SQUARE FEET) NON -REGULATED 0 EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 45,302 TOTAL REGULATED IMPERVIOUS AREA 45,302 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 REGULATED AREA NOT YET MITIGATED 45,302 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES, 45,302 7rd 7_fV1510N - ollph(phz 04 C4 .Z1 <1 0 0 0 Ax 04 <1 LO q LO 0 4) C) E C E E 0 0 0 0 z x a =) C jk Cl L w a) V) 0. a. z (U Uj A in 0 S) > in > 4) < 4 c� ZONING RS-8 (NO CHANGE) ASSESSOR'S TAX PARCEL NUMBERS 77 < _j n 71 W Q_ It 7' 1�1_ CN Cl) 71 0 7p < 00461000201500 00461000201600 00461000201701 n 0 SITE ADDRESSES I Q) c) 0 Li > 7723 220TH STREET S.W. > Q:f I_ 7807 220TH STREET S.W. EDMONDS, WASHINGTON 0 LL. 0 71 :D 98026 F- " Ld F_ (-) 0 0 0 LIJ >_ V) (f) F_ = r-) V) < 0 Li 0 0 < 7F 0 U) NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE SINGLE FAMILY RESIDENCES AND ASSOCIATED SETBACKS. A SEPARATE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCES. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) APPROVED FOR CONSTRUC-nON C1W OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION Cn r4rhCEIVEE), JUL 16 2012 DEVELOPMENT SERVICES COUNTER SCALE AS SH OWN DRAWN CHECKED JO JPO SHEET DATE F.B. 11-28-11 493, P.44 C 1 CITY FILE NO. LSA FILE NO 4912 OF CONSTRUCTION SEQUENCE GENERAL NOTES _I 1. 1-J %_1 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY--.------e x - ------------ X_ INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING. OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AN CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL 2. CALL FOR UTILITY LOCATIONS (1-800-424-6555). CODES, RULES AND REGULATIONS: Lovell- S auerland - CURRENT INTERNATIONAL BUILDING CODE (IBC) & Associates, Inc. 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION Engineers/Surveyors/Planners 4. FLAG CLEARING LIMITS. - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT Development Consultants MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO 87.8v388 19217 36th Avenue W. APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, 2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A DT- I jM:3 7.1 E1.1, E1.2, E1.3, AND ALL OTHER MEASURES THAT MAY BE SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ------- Suite 106 3 REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR Lynnwood, WA 98036 BE INSTALLED PRIOR TO SITE GRADING/CLEARING. PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL phone: (425)775-1591 BE SUBMITTED TO THE CITY CF EDMONDS PRIOR TO FINAL APPROVAL OF THE _zoo n 6. CLEAR SITE PER THIS PLAN .(DEMO, ROUGH GRADING). BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 388.0 -n e-mail: info@lsaengineering.com 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUC ON REQUIREMENTS AND MAINTAIN DUST CONTROL. AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE 4"INV=386.8 web: Isaengineering.com (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. BMP#C121 MULCH 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.). ROOF DRAIN HI PT. EXPOSED SOILS 4. CONTRACTOR SHALL 'VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT V SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF -r---(TYP.) 9. FINAL GRADE/PAVE, MAINTAIN CB PROTECTION. ANY DISCREPANCIES. 10. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS. E.G.-387.5 DISTURBED AREAS SHALL BE COMPOST -AMENDED. 5. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS FIG AT FNDN=388.0 __& 5 11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE FF=,3§ MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED, RECOMMENDATIONS OF THIS REPORT. PRIOR TO REMOVAL OF ESC DEVICES. B.O.F.=386.5 V 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. BMP#C123 PLASTIC -ROOF DRAIN ROOF DRAIN ---- EROSION AND SEDIMENT CONTROL (ESC) NOTES 7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER 87'-4"PVC 4"PVC SS COVERING AT I $T $U5t,4ITTAL-06/?-?-/1?- ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 101'-4"PVC STOCKPILES(TYP-) 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE: COMPLE11ON OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC 0.92%,,A�NV=384.5 @ 0.94% ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE GRADING AND EROSION CONTROL REQUIREMENTS. STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY V RED P ��TG DRAIN DRYWELL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED, SEDIMENT APPROVAL. TER SEDIMENT A,�?_4"PERF PVC DISPOSAL AREA WITHIN 24 HOURS., STREET WASHING SHALL BE ALLOWED ONLY AF 0 IS REMOVED IN THIS MANNER. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN d� A r OTTOMLESS GARAGE 2. ESC MINIMUM REQUIREMENT STABILIZATION OF EXPOSED AREAS: SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING -J: JOCK -FILLED TIES AND OTHER EXISTING AND PROPOSED 01 ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY.SUITABLE BUILDINGS, STREETS, WALKWAYS, UTILI -FABRIC -LINED APPLICA11ON OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF RATED LID MAINTAINED IN ACCORDANCE WITH 11AE MANUAL. THE EXPOSED SOILS SHALL 13E STA131LIZED SHORING AND BRACING, AS REQUIRED. @ 1% PTH PER SOILS 'ENG.) J(D ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH. APRIL 30 AND NO MORE THAN SEVEN DAYS 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY .. .... _7EASEMENT FOR LOTS F 3. ESC MINIMUM REQUIREMENT PRbTECtON OF ADJACENT PROPERTIES: TIONS, HYDRANT SHUTOFFS, I . . . . . . . m . '��B81 I . . ROM MAY 1 THROUGH SEPTEMBER, 30). PROCEDURES FOR ALL WATER SERVICE INTERRUP 10' PRIVATE DRAINAGE STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT 0 ADJACENT PROPER-RES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY -APPROPRIATE USE RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN @ 87.78 6-10 APPROVAL FROM THE FIRE MARSHAL. HI SLAB, 4"R OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A NV LOW SLAB INV- COMBINATION OF THESE MEASURES AND. OTHER APPROPRIATE BMPS. =%85 85 4'-4"PVC@ 0.63% , 4. ESC MINIMUM REQUIREMENT -,MAINTENANCE: rn Z T ALL EROSION AND -SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED -10'--k"PVC@ 32.5% BY THE OWNER TO ENSURE CON71NUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. BMP C220-SD SID 5. ESC MINIMUM REQUIREMENT OTHER BMPS: INLE7PROTECTION r, C r% A5 RE-QUIRED D i Inr_ U 1 1, U11HIL-K ArTHUHRIAIL IdIvIr Q IIJ rAI "Um Ir- Int r-rrr-%, 1,� 11-4 r-,r-r% L. RUNOFF SHALL BE APPLIED. --------- - - - EX.Y 6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION: INV=386.0 INV=�82.60 THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE 4) x\ FOLLOWING: B A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; BMP#C233-SIL B. THE PLACEMENT OF EXCAVATED MATERIAL WERE CONSISTENT NTH SAFETY AND SPACE RIV=3 7.4 FENCE(TYP.) CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; IKIV=38 .2 1 C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. CONSTRUCTION NOTES -DRAINAGE 1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM. INDIVIDUAL LOT FOOTING DRAINS SHALL BE TO DRYWELLS 00 INSTALLED AT TIME OF BUILDING CONSTRUCTION. n 2. PIPE MATERIAL: UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN 389- N 387- PIPE MATERIAL SHALL BE PER C.O.E..APPROVED MATERIALS LISTS MM-1, MM-2 & MM-3. 385- . PUBLIC 3. INDI VIDUAL LOT FOOTING/WALL DRAINS WILL GO TO INDIVIDUAL IDEWALK, W - E DRYWELLS LOCATED ON EACH LOT. STORMWATER CLASSIFICATION WORKSHEET INFORMATION: 1 . PERMEABLE PAVEMENT PROPOSED=0.0 SF 2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET) 3. TOTAL AREA OF. LAND DISTURBING ACnVITY=6,417±SF 4. EARTHWORK QUANTITY: EXCAVATION=148±CY,- FILL=15±CY,- TOTAL=148±CY 5. PROJECT MLL NOT CONVERT 3/4 AC OR MORE OF NATIVE' VEGETATION TO LAWN OR LANDSCAPED AREA 6. WATERSHED=CREEK OR LAKE BASIN=HALLS CREEK 7. PROJECT CLASSIFICATION: SINGLE LOT IN A LARGE SITE PROJECT 1UPI7R\AnII4Z APFA TARIV MATA FRnU rIN TYPE AREA (SQUARE FEET) NON -REGULATED 0 EXEMP-T :REGULATED REPLACED 0 0 NEW (POST 1977) + 3.589 �.TOTAL REGULATED IMPERVIOUS AREA 3,589 TOTAL AREA, I MITI I GATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 3,589 REGULATED AREA NOT YET MITIGATED 0 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNI QUES 0 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES 361bg cuM E S SCALE : 1"=10' I 01 5' 10, 15' 20' LEGEND XXX DESIGN CONTOURS PER PLANS PROPOSED FINISHED CONTOURS . ................ ....... . BSBL (BUILDING SETBACK LINE) CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO SHALL BE AVAILABLE AT ALL TIMES. CONSTRUCTION NOTE 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD CONSTRUCTION SHALL CONFORM TO THE LATEST CITY STANDARDS AND SPECIFICATIONS. z ALL EXF)OSED SURFAOXF.-S -10 ENGINEERING DIVISION Cr.)VEHED INITNIN 2 DXf3 "P, IT�D I�S IrT D D, ate. n 00 0- LO r- z _1j 00 00 r- 00 0 00 00 00 < _j 389 1.) I-W I U 5 OLD 1.0 0 38 3804 DRIVEWAY PROFILE _j 0 SCALE: H&V: 1 1)=10' rn LL_ I �,b C-,b Sol L-5 C)N 4,-�,j D C>6e 6 I-FC- 5HOArLC, _n Ljj &W�Gwbe0 'VFI�2� 51TOIZ01 W19�T_CV, "A_N V:A_�_ UTILITY CONFLICT NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS 0 P,,PC1-7_PTA6I_E TIGHTLWE OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND MATERIAL DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. 8DR 35 CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO SCH 40 CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT H 42 ENGINEER IMMEDIATELY. r-810 �HANCOR AUG 27 Call 2 Workirq Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (1D,MTND,0RWA) WATER & SEWER INSPECTIONS REO'D CAL425-771-0220 EXr. 1328 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CITY BUILDING DEPARTMENT BUILDING DEPA117i[ENT CITY OF EDMONIII)S ry D 0 0 LIJ C) ry M Lij 77 0 Cn SCALE AS. SHOWN, DRAWN CHECKED, SHEET jo jpb DATE F.B. 08-20-12 493, PG.44 C2 PERMIT # BLD2012-00 ISA FILE NO 4912 12 OF2 0�_p 2J/2 -6