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1059 SPRUCE ST.PDF11111111111111 13301 1059 SPRUCE ST PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name: (I S I� D- -'L70 3LS D 1 O D Date:-) 3( Site Address: /0 CJC� S Plan Check #: �G Z6 /y� WO Project Description: Reduced Site Plan Provided: / NO) Zoning: 6 Map Pages Corner Lot: -( 1E / NO) Flag Lot: (YES / Critical Areas Determination #: -� S' ❑ Study Required Waiver SEPA Determination: A! -Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: 7-0 0 Side: e: S Sidi: N S z Actual Setbacks �1'10 Street: 2 �` s Side: Side: 3 _ ar: z� ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: Buildin He/ bt Datum Point:, n/A- Datum Elevation: I/4 Maximum Height Allowed: j �� S Actual Height: Other Parking Required: Parking Provided: Z Lot Area: IV 1 1-1Y -7 Maximum Lot Coverage: 35% Proposed: Z 3 Lot Coverage Calculations: u5-( ' - spa - B 3 Z-r �6't E ? i ADU Created: (YES / NO Subdivision: u OO�l� 4 cl,,iu„ W Legal Nonconforming Land Use Determination Issued: (YES Comments r q3 37&A' Y, S 2)Aprf C-q (c s - i z �3 v AR1 Plan Review By: 9��50// Planning Data Form 04-11-06.doc APPLICATION for The City of Edmonds SME SEWER PERMIT EASEMENT No . ........... .............................. NEW CONSTRUCTION E] REPAIRS 0 110-00550 OWNER........... BQft ... QA9Q9n .................................................................. CONTRACTOR .................................................................................................. PERMIT No . ...................... ADDRESS ........ M9 ... 5Prqqq ... St ............................................................. LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ NAMEOF ADDITION ...... .................................................................................................................................. Dye Tested On Sewer 1972 Approved: DATE........... ........................... ......... By ............................... City of Edmonds Site Classification Worksheets :i�� :`', Page 1 of 2 The project's Site Classification will dictate the specific stormwater management requirements applicable to your site. Completing this worksheet 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 ® No 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 Re ulated; 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 13 8 3 "=s'rc:" }` Exempt Regulated 2. Replaced 3. New (Post 1977) 'C/O/O/U......GO.J✓'OIOIG/O/O/J/O'O/G%O..i 4. Total Regulated Impervious Area Mitigation required if in excess of 2000s + � 112-C 5. Total Area Mitigated by Existing Stormwater Management System(s) ' /13iE7/O/L710-r/O,'O/C/U/O/O/O/O/O/G/O/O/O/O/O/C"/©/O/O/©/O/O/O/O.'O/O/O/©/O/Oi0/O/O/!J/d/O/OZIOrOIG/O/O/!�l17i00/O/O/�.%G 6. Regulated Area Not Yet Mitigated = I 7. Area Proposed to be Mitigated by Low Impact Development Techniques = 0 8. Area Proposed to be Mitigated through Conventional SWM Techniques _ t (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone) Revised on 31052012 E72-SWM_Erosion_Control-03.05.12.doc Page 5 of 12 City of Edmonds Site Classification Worksheet Page 2 of 2 3) Determine the Total Area of Land Disturbing Activity sf Refer to Stormwater Supplement Chapter 8 4) Determine the Quantity of Grading, Fill and/or Excavation cy 5) Will the project convert 3/ Acre or More of Native Vegetation to Lawn or ❑ yes ❑ No 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. ❑ Creek or Lake Basin ❑ Edmonds Way Basin o Puget Sound Basin ❑ Puget Sound Piped Basin DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4) El 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 � :. Y.�/iWYy:q;m,r��40rgliijpYWy Applicant shall repair/replace all damage tD y Utilities or frontage improvements in City right-of-way per City standards that is caused or occurs during the permitted project. 117.11' � Flli�R S�KS W1�.1. SE AWED Ze LA•-rLH (34SINS PEfZ LDMprJt�s A,,> NEED6p 5-714NOAR) DETAIL E►.3 #ALL. p15TM%ED soI�S Wi�LBE LOMpfS i HM6uD;_p ` cn a ® 75.0' �r ® 11.0' 4-81.80' ® a-- - — ----- 7—.0 2-- 20.0' ---- —s 0 °° Ec PROPOSED - 3C55 HOUSE o GARAGE EX. yr� Iq5� ADDIT RPOR q I$ SF i yR 1�i57 - - Izo - ---- ----- ---- ---- D ;:::: X. IVEW Y 2+42 5� EXIS ING yR��157 WALK AY EX.SLOPE<: . N ROCKER Y =::>>.;;:fi::;;:r ;:> ?OwE 00 ri to LO 00 !17(P S/ 20.9' 1 APPROVED AS NOTED BY' E GINEERING 24.1' SPRUCE ST. Date: Gv hitIC-2. 118.1 S7exaLeAl_ u3-r Cc�v tC E: K6U5E -, 1,332- CARr� : 21Ry S 1 TE pRoP05,�_,D CaA9A4G: �"siu SCALE 1" -TbrAL 5F 2,44 � L-o-r CDVERA60 23% OWNER/ADDRESS: KURT WRISLEY 1059 SPRUCE ST. EDMONDS, WA 98020 PARCEL NO:27032500101900 LOT AREA: 10,447 S.F. IMPERVIOUS SURFACE AREA J EXISTING HOUSE ROOF OUTLINE (EXISTING CARPORT ROOF OUTLINE EXISTING DRIVEWAY EXISTING WALKWAY PRO P05 p DP x VE WAy i rsl 126W 2, 3 7 � 5 .F . PROPOSED GARAGE 918 S.F. PROPOSED DRIVEWAY 626 S.F. NEW IMPERVIOUS AREA I?ZO 5f (Sc02-a iYo�o PLAN 20' STREET FILE LEGAL DESCRIPTION: SEC 25 TWP 27 RGE 03RT-127) BEG NE COR NW1 /4 NE1 /4 TH S 278.45 FT TO TPB TH W 117.11 FT TH S 88.17 FT TO N LN FIR ST TH E ALG SD N LN FIR ST 118.12 FT TH N 89.45 FT TO TPB. 1,718 S.F. 303 S.F. 242 S.F. 120 S.F. Zone ?S 6Corner5<FluS...�_ Setbacks 22! fired A US�--i Front SIC- Zo 2 0 zs. S zo � Sides r,,,1W w Sfi 33 Rear _ Other t-Ieight _ TOTAL IMPERVIOUS AREA:3,927 S.F. OR 38% DRIVEWAY SLOPE:7% BUILDING HEIGHT CALCULATIONS NOT APPLICABLE. NEW GARAGE ROQF WILL A LOWER THAN EXISTING. scann HE%1S,A-r C�1t,Cut�-�l3�ls H= OY3 i3= /60 C - 92- D= C13 AVG 0lel' GRr�D� : Ry es N i k io AC-ntR � " P- r�'� DBE 9 m Rx //9. 6 t"MOON � m this= or pora�tUft the imarjod asi� A awwwonce of or �, ,,g, cOodi de WSMP which is outsithe love ottka Of ess Wl►dw � �� or c7on ition 1s .� mpg. S•xh wndiu& c,rZbe&Me..+*:t.fa�e e�