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10302 242ND PL SW.PDFiiiiii iiiiii 4502 10302 242N D PL SW ADDRESS: / ,31),;2 2 Z1%11 PZ (5/1L) TAX ACCOUNT/PARCEL NUMBER: 44 ,56-5iff GAD 6 9 0U BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS: 7 - ✓ 2,1 DETERMINATION: ❑ Conditional WaiverXttudy Required ❑ Waiver DISCRETIONARY PERMIT DRAINAGE PLAN DATED: PARKING AGREEMENTS DA EASEMENT(S) RECORDED PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DA SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMITS) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DA' OTHER: L:\TEMP\DSTs\Forms\Street File Checklist.doc CA FILE NO. `N-N,7 C�tical Areas Checklist ~� ------------------------------------------------------- ----- Site Information (soils/topography/hydrology/vegetation) . 1. Site Address/Location: G 2 - 2. Property Tax Account Number: -J 5 d UU d ev- b b b 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? __X_ yes; no. If yes; how is site developed? ✓ I { 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of l0-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than l 5% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: /I/0; Approx. Depth: 7. Site contains areas of seasonal standing water: c0; Approx. Depth: `— What season(s) of the year? 8. Site is in the floodway _42.0. floodplainof a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? (What time of year? ), 10. Site is primarily: forested meadow ; shrubs ; mixed urban landscaped (lawn,shrubs etc) > 11. Obvious wetland is present on site: 0 ^ca_chk.doc; Rev 10/03/97 • • K City of Edmonds lkw- CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). RECEIVED DEC 16 1999 An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: S0/704'� Name a Street Address City State Zip 2dl� - � % - ° 2�3 Telephone Signature Date Applicant Representative: Name Street Address City State Zip Telephone Signature Date (over) c:reception\jana\caddoc City of Edmonds Critical Areas Determination Applicant: Sonoma Development Determination M CA-99-327 Project Name: Permit Number: Site Location: 10302 242°d Pl. SW Property Tax Acct M 5550-000-048-00 Project Description non -project specific A site inspection of the property has a lot developed with a single family residence. The southeastern portion of the lot slopes down steeply to 1041h Ave. W. The steep bank on this part of the property and the adjacent property to the west appears to slope downward at a rate grater than 40%. Based on the above findings, it is determined that there is potentially a steep slope critical area on or adjacent to the site. In this case, a Critical Areas Study is required to delineate the top of the slope, the buffers and setbacks for a Steep Slope Area. For a Steep Slope Critical Area, which is defined as any area with a slope over 40% and a vertical rise of over 20 feet, a licensed surveyor must create a topographic map of the site which indicates the top and/or toe of the slope. A 50 foot buffer is required from the top of the slope and a 15 foot building setback from that buffer. The 50 foot buffer can be reduced down to 10 feet upon the review of a Geotechnical engineer who will certify that no additional potential for soil movement will occur with a reduction of the 50 foot buffer. If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for review. If the Planning Department finds that the proposed development permit will not adversely impact a Critical Areas or�*s buffer conditional waiver may be issued on a project by project basis. � Steve Bullock (� tic/ -- December 20, 1999 Name Si ature Date r ........................................................................................................................................................................ A PORTION OF THE SE 1/4 OF THE, SW 1/4, SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. w ..+ 0 1►► a \ 1111 30 � 1 o so I \ \ 1 GRAPHIC SCALE I 11 I \ -20 0 10 20 40 CB #8 2 \ I\ x0 tX (IN FEET) w o \ \ \ \ / 1 inch = 20 ft. , �\ \ In order to prevent storm water flowing 1 / / AP, down the slope, connect the existing / o \ / ro 12" CP and downspout line to an 8" I / J / / NORTH i CPEP Pipe and connect to C8 #3. 3 0 S1 \ of f2 -CONC — Mailboxes per Std Dtl. E8.7 I I I 1 01 /\ ' �o� � IE 371.39 v 2.5' :�% / i ��PG�� o S3 3 / CB 7 1 IE 3-77-7 . I► 1 1 1 II ' I C6 3► + ICI I I I I 1 I �� \ I b c, \ 6 o I I I I I I I 1 \ \ \ \ \ I �;., I iPt ,,1 1 / i N✓ pE,iy "� I U • : : I Iz- col I 1 1 \%\ \ \\ \ \ \ I I 121 i o ACCEPTABLE PTABLE TiQHTLINE MATERIAL I I I 40 Proposed \ \ / v N v `' i� NAB \ I I I \ Hous� �a� \NQ:: k 1 1 \ / "/ 1 Nn 4 N �B I 2 ' ocatibn \ r \o k 1 ° B 4\ \ \ / / I , �� J f . 1010k 0. I I i Ta 352. 0 \ \ % \Nco `/. ` \ \7f f C� 1 1 1 Q1 �- ► / ? BsrTit 34 .50 / / I ► ► 1 \ rl ( 1 I d / Lai 4 / ► \\._y p �.. I / I / I /f/ I 12, p89 �f / 114,256 sf / / i / ' / 1 / / 1 / 1 I I / <=r► 6. " EX. SSMH 7 ► I 11 I� I I / /' '�/ r�' / / ' RIM 322.36 i / / o / / / - t �,� `' ,CB 6 .,' ' .',`• ►: I E 315.96 / 16 $ • ov O , I 1 l/ / I i I / Qt`jcov`o� o/ \��„i/ r— 1 1 / / / I i 0co�p A. s 1 '� °c ,' / / / / / / / I / 05�� / p. � /`� '• i (r� / I N l 1 1 1 / �� - . , 4 I v I , / L: •'x l l Lot 8,953 sf , LOlt? I / °qoo SHEET INDEX v I 75 I / 1 / / l I I I l \ \ �. I l ' ��' / I I /i / ! �,°�� I / I I / SHEET 1 SITE PLAN AND NOTES 7 I �.I I I r / .I ..l(•,• .•:n�.i Mppilboxl p r 1 I 1 \ I I / / `�: / / I SHEET 2 PROFILES 8 Ed ]D t E/8. , I I I \ / \ \ , / I / / / / ! /l / SHEET 3 PROFILES AND SECTIONS .,{ {� 1 4h647 �f \ \ /// ,/ \ / I / i' / , / // , /! / SHEET 4 PROFILE, DETAILS AND ESC NOTES I / SHEET 5 GRADING AND TESC PLAN CB SHEET 6 SHORT PLAT MAP 4, GUTTERS/DOWNSPOUTS 0 TO CONNECT TO EXIST. s Rw cr6#-,Z 7- =51091�VQf I + / / / ALL EXPOSED SURFACES TO � I . III ! I! 1 1 11 / , / l l / 1 GENERAL NOTES PROJECT N®TES BE COVER ED WITHIN 2 DAYS y 1) ALL I WOTANDAD RKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF 1) GUTTERS AND DOWNSPOUTS FOR ALL NEW HOMES SHALL BE TIGHTLINED AND EDMONDS S 1 1► 1 i N I R S AND THE 2002 EDITION OF THE STATE OF WASHINGTON CONNECTED TO THE NEAREST CATCH BASIN. I I I I /l ,l / /1 I STANDAF D SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ACCEPTABLE TIGHTLINE (WSDOT/APWA). 2) ONE ADDITIONAL MAILBOX SHALL BE INSTALLED ON 104th AVENUE WEST PER MATERIAL 2) TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED IN CITY OF EDMONDS STD. DWG E8.5. TWO ADDITIONAL MAILBOXES SHALL BE SDR 35 I I ACCORDANCE WITH THE LATEST EDITION OF THE DOE MANUAL. INSTALLED ON 242nd PLACE 5W PER CITY OF EDMONDS STD. DWG E8.7. SCH 40 3) COP/IPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY THE CITY N -12 I i I I III II I l / 1 I OF EDM�NDS COMMUNITY SERVICES GROUP OR OTHER GOVERNING AUTHORITY OR 3) TRAFFIC CONTROL SHALL BE COORDINATED WITH THE CITY OF EDMONDS F810 HANCOR AGENCY.; TRAFFIC ENGINEER PRIOR TO ANY CONSTRUCTION IN THE RIGHTS —OF —WAY. I I IIII III I / 4) A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF EDMONDS COMMUNITY SERVICES GROUP OFFICE PRIOR TO THE START OF CONSTRUCTION. 4) THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY WATER I IIII I I I I I 1 5) ALL I STORM MAINS SHALL BE STAKED FOR GRADE AND ALIGNMENT BY JBMF PERMITS AND NOTIFY THE: CITY 24 HOURS PRIOR TO ANY CONSTRUCTION. I , I I I I I I I I III I I I CONSULTING ENGINEERS OR AN ENGINEER OR SURVEYOR CAPABLE OF INSPECTIONS READ I I I 1 CAI.l.425-771'220 EXT. 1326 PERFORMING SUCH WORK. 5) DRIVEWAY AND APPROACH RADII SHALL BE 10 UNLESS OTHERWISE NOTED. I I I i i l i I i111 I I I I 1 6) STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: I I I I I 1 1 A) REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF AASHTO 6) UTILITY LOCATIONS ARE APPROXIMATE AND THE CONTRACTOR SHALL n I I I I I I I I it I I I I 1 M-170. EXPLORE AND LOCATE (BY DIAL —A —DIG) EXISTING LINES TO MAKE SURE OF I I IIII I I I I 1 B) CORRIGATED METAL PIPE (CMP) WITH ASPHALT COATING CONFORMING TO LOCATION, DEPTH AND ALIGNMENT. THE CITY OF EDMONDS AND ENGINEER ARE I 1 MANUFACTURER'S REQUIREMENTS. NOT RESPONSIBLE FOR SAID LOCATIONS SHOWN HEREIN. CONTACT OLYMPIC VIEW I I I III II I 1 C STEEL ALUMINIZED PIPE CONFORMING TO ITS MANUFACTURER'S STANDARDS. WATER/SEWER DISTRICT D3 STEEL PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C-151, THICKNESS I 1 CLASS SHOWN ON PLANS. 7) BUILDINGS ON LOTS .2, 3 AND 4 TO BE DEMOLITED. I I I I I I I) II I 1 1 1 E) rPOLYETHYLENE SMOOTH WALL PIPE PER ADS N-12 CONSTRUCTED PER I I IIII I i 1 WSDJ.T/APWA STANDARD SPECIFICATIONS 7-04. 8) FIRE AND AID SIGNS WILL BE PLACED AT THE ENTRANCE TO LOTS 2, 3 & 4. u I I I I I I I I 1 1 11 , 7) SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS I (D I I 1 SHALL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 9) THE ENGINEERED BLOCK WALL PARALLEL TO 104th AVE W WILL NEED TO BE o III I I (� I I I ANY Alll DA L- -DIG AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO DESIGNED BY A STRUCTURAL ENGINEER LICENCED IN WASHINGTON STATE PRIOR o I I / I TO COMMENCEMENT OF CONSTRUCTION ON 104th AVE W. APPROVED AS 1'�OyIEU I I I i I I 1 9) WHERE CONNECTIONS REQUIRE "FIELD VERIFICATIONS", CONNECTION POINTS BY INEERING. IIII I I I I WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO I I I IIII I , 1 DISTRIBUTING SHUT-OFF NOTICES. CA NNERiCONTRACTOR IS RESPONSIBLE FOR IIIIIIII I I I ' 10) CONTACT OLYMPIC VIEW WATER AND SEWER DISTRICT FOR SEWER EROSION CONTROL AND DRAINAGE Date: I INSPECTIONS AND THE CITY OF EDMONDS FOR WATER SERVICE INSPECTIONS. I (IIIIIIII I I , 1 I IIII I I , FIRE AND AID ADDRESS SIGN REQUIRED I II IIII � I I 91 -- 1/2"ban "a VICINITY MAP N 07 Ea E W W in Z 0 0 1 �~ > ys �1 W n a C! N 0 0 'U) ra 3:.5 N N O 0 O N Ca - o � V11011 so .. SCALE 1 " 2000' 0° Z vo LEGAL DESCRIPTION LOTS 47 AND 48, RICHMOND PARK HOMES, DIVISION NO. 2, RECORDED IN VOLUME 14 OF PLATS, PAGE 12, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID LOTS 47 AND 48 DESCRIBED AS FOLLOWS: COMMENCING ".T THE MOST NORTHERLY CORNER OF SAID LOT 47, THE TRUE POINT OF BEGINNING; THENCE SOUTH 62'50'16" WEST ALONG THE NORTHERLY LINE OF SAID LOT 47 A DISTANCE OF 90.88 FEET; THENCE SOUTH 27'09'38" EAST A DISTANCE OF 123.93 FEET TO AN CSC INTERSECTIOI 1 WITH THE SOUTHERLY LINE OF SAID LOT 47; THENCE SOUTH 66'10'16" EAST A DISTANCE OF 12 FEET; THENCE NORTH 23'49'44" EAST A DISTANCE OF 147.82 FEET TO AN INTERSECTION WITH THE NORTHERLY LINE OF SAID LOT 48; THENCE NORTH 62'09'09" WEST ALONG SAID NORTHERLY LINE A DISTANCE OF 1.61 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 47; THENCE NORTHWESTERLY ALONG THE NORTHERLY LINE OF SAID LOT 47 BEGIN A CURVE TO THE NORTHWEST HAVING A RADIUS OF 40 FEET AN ARC DISTANCE OF 53.34 FEET T U THE TRUE POINT OF BEGINNING. SITUATE IN T1-IE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. DATUM NAVD 88 Nail in Power Pole ® NW Corner of Lot 48. Elev: 375.75 APPLICANT Sonoma Development PO Box 572 ' Bothell,_ WA ►)8041 SURVEYCP l ENGINEER � Exacta Surveying Service JBMF Consulting Engineers 9827 8th Northeast John B. Friel, PE Seattle, WA 98115 PO Box 27 (206) 365-0670 Everett, WA 98206 SITE ADDRESS 10302 242nd PL SW Edmonds, WA II i IMPERVIOUS AREA New Impervicus Area: 4471 SF KEYED NOTES �1 Replace Existing Yard Drain with a Type 1 Catch Basin 2a Trench Section per City of Edmonds Std. Drawing E4.2 03 New Type 2-48" Catch Basin per Std. Drawing E5.3 0 o� �y 0 J LO Q n W t N (P X IL N } I tu '~ � N '�- ' X O � 0 ® 16 LF 12" CPEP al Q5 50 LF Rock Wall, Sta 0+50 to 1+00 LT 8', Max Height 3' ® Provide, as necessary, a Concrete Block Wall to ensure Rock Wall to the NW remains intact r7 36 LF Rock Wall, Max Height 3' 4-0 LM ® Standard Concrete Extruded Curb, per City of Edmonds Std Drawing E2.7 00 O �9 60 LF 12" RCP O p vo C V 10 Remove Existing 12" Storm Drain Pipe � � 11 5' Asphalt Walkway per City of Edmonds Std. Standard Concrete Extruded Curb, per City of Drawing E2.12, Edmonds Std Drawing E2.7 C © C (1. Z 12 5' Asphalt Ramp V 13 30' Standard Driveway Entrance per City of Edmonds Std. Drawing E2.26 'D -p � 14 104 LF 12" HDPE Drissco Pipe, butt fused. 0) 15 87 LF 12" CPEP om O 16 44 LF E;' CPEP co 17 36 LF Rock Wall, Max Height 3' 18 20 LF Rock Wall, Max Height 3', See Section on Sheet 4 19 132 LF Engineered Block Wall, Max Height 3', See Section on Sheet 4 Concrete Block Anchor, 25 O.C. per Detail on Sheet 4 21 119 LF 12" CPEP © 65 LF 12" CPEP CITY OF EDMONDS DRAWN: HMM © 21 LF 12" CPEP DESIGNED: HMM APPROVED FOR CONSTRUCTION APPROVED: BF � DATE: 4-2-02 PROJECT N0. E02-010 Z V SCALE: 1 " = 20' CITY ENGINEER DATE SHEET 1 OF i�— z 0 U V) 0 0 z In V) 0 z 0 0 W IL 0 �i