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19524 94TH PL W.PDFiiiiiiii lill 9237 19524 94TH PL W J0. ADDRESS: TAX ACCOUNT/PARCEL NUMBER: - BUILDING PERMIT (NEW'STRUCTURE): COVENANTS (RECORDED) CRITICAL AREAS: K- Z 0 DETERMINATION. F1 Conditional Waiver Vtudy Required 0 Waiver DISCRETIONARY PERMIT ff'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: d/ SEWER LID FEE $: LID SHORT PLAT FILE: SIDE SEWER AS BUILT DA' SIDE SEWER PERMIT(S) ff: GEOTECH REPORT DATED: sh to Lo5 STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: LOT: BLOCK: L\TEMP\DSrs\Fonns\Suwt File Checklist.doc NOTICE:* u w- a r-r afl- tY ... 0 .' c -N'o... T -a shown on the attached The information map(s) was coM ' piled for use by the City 01 Edmonds/ its Empl-oyees and Consultants. Th,e City of �Edm.onds does. not. warrant the accuracy of anything set for.th on t. * hese map(�_). An'y person or entity -requesting a copy should conduct an independent --inquiry regarding the inform-ati I on I shown- c --fFe -map(s)/ including, but not J'rn'ted to, c ion of any sewer stub shown. Su( the lo' at sewer stubs may or may- not e.xlst and ma�, -he location shown. or may not exist at t c-ity of Erd, Mo-nd.(SI nor its Neithel the f empto-yee-s Of Off* information given an this map(s), nor for ion pr 'ded based any one represe,ntat' ovi upon'sald map(s). City of Edmonds - Water Department TAP CARD No. 8'0 0,9'1 Meter �eadinci: 20U-� Size Mfgrs. No. s A--,, r?-- t Style S K r-purchaser: Serv. Add. (2,504 q4tL- PIL-- i--J Billing Address: Name I' ±�Z V�,Le"s S t r e e t City 1-7 90`5� Receipt: -,�2 Z6-le5� Meter Size: Meter $ Connection'$ Street Cut $ Permit Meter Location La NJ 1&1 6 -C -in Az vin () PA ) f� / 6 vjc-s F- 0)�� &10 61E & 7c: -- " o� 1--- Service Material: Pressure lbs. GPM Date of Work lo oC/ By: Proj. No: 0 5715 Remarks: LOCATES LOCATE REQUEST NUMBER DATE CALLED: FOREMAN/CREW FUTURESERVICE: i YES NO COMMENTS BORE: CUT: DRAWING LOCK- DATE: 0 J- bt�!� INITIAL: ACCOUNT: 2—/e":2 30 METER SHOP ROUTE/ SEQUENCE 13 is- - lt�Al SUPPLIER: FOREMAN TR - EATMENTPLANT CE B L T UTILITY SIZE LOCK 0 BILLING RESIDENTIAL UNLOCKE APARTMENT UNITS OFFICE UNITS COMMERCIAL UNITS SPRINKLER OTHER "110ATE RECEIVED JW RMITEXPIRES I CITY OF EDMONDS PERMIT L05- (:�7b�j NUMBER CONSTRUCTION PERMIT APPLICATION Joe SUITE/APT# A DRESS I I's 5 F� L_ LJ OWNER NAME/NAME OF BUSINESS 0 r\J s ve v K Q uc, I �Ad �4 .0 wuc 7ri- V1 -D PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. 0 Uj MAILING ADDRESS LID FEE $ PUBLIC R16HT OF WAY PER OFFICIAL STREET MAP TESCP Approved RW Permit Required Street Use Permit Require; CITY ZIP I TELEPHONE EXISTIN G PROPOSED — InsPection Required x 0 I RE FT .11� QUIRED DEDICATION Sidewalk Required 0 Underground NAIyE METER SIZE LINE SIZE NO. OF FIXTURE S PRV REQUIRED L p v e �A I 1 1 �2, 1 , YES [3 NO CI 3 cc uj L_ x , VD REMARKS' OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE W LU z ZIP z Lu ..CITY. TELEPHONE fn ll� (A-E -7 17 . NAME CBLt, Lo s �j V Y, 4r,�j k _1 i- �zi Au 7) A 114-1 T\ C� i, ENGINEERING BYiy DATE j IX 2 ADDRESS Ito, M n U I,,j , 9 z CITY ZIP TELEPHONE FIRE REVIEWED BY DATE Lu 0: 0 u n(so 0 --1 L( c LL STATE LICENSE NUMBER EXPIRATION DATE D BY YARIANCE ORICU SHORELINE OR ADB# INSPECTION RII SEPA L� 113 1 0_� I(M I 13 YES COMPLETED I EtRT _j PROPERTY TAX ACCOUNT PARCEL NO. oal2r_ C `511�N CA# a6l /0, % WAIVER [3 ZONE SIGN AREA ALLOWED I PROPOSED HEIGHT PROPOSED _j STUDY NEW J��RESIDIfNTIAL ;RfL UMBING MECH LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FT.) PROPOSECr 1 FRONT SIDE REAR R SETBACKS (FT.) 0 LJR SID -A R COMMERCIAL COMPLIANCE OR *:) 1 _ y z ADDITION CHANGE OF USE 6_ 1 �: Z r /0 IT 4 091- z MIXED USE ilb, z 57', �EMODEL 1:3 MUL444ILY SIGN PARKING RE PROVIDED - 1 LOTAREA D �NNING REVIEWED BY JE FENCE ;r 5 t GRADING CYD� .10 REPAIR 00 S x FT.) REMARKS 1:1 DEMOLISH 0 TANK El OTHER GARAGE FIRE SPRINKLER 99A RRAO" ROCKERY 11, P1 FIREALARM I . . 1 j= (TYPE OF1JSE, BUSINESS OR ACTIVITY) EXPLAIN: TYPE OF OCCUPANT GROUP uj NUMBER NUMBER OF �rCTION _ OF DWELLING SPECIAL INSPE CTION CONSULTANT OCCUPANT o �TORIES UNITS LOAD WORK T E 0 REQUIREDAYES REMARKS cA1 o z 9 GEOTECH REPORT RC)lF? , F BY: n Z 1!�/ )�� t j I . FIA STRUCTURAL DESIGN RCPA16 V � Vj F4_4t42 VA, LUATION lb -lb D6 UA Oe, $ tp Imp K& Description FEE Description FEE Plan Check 2,619 State'�urcharge _0 HEAT SOURCE LOTP1,OPE% Ao VESTED DATE , C-;k -K�t 5 Z A6 io 'Building Permit Ci ty Surcharge PLAN CHECK NO: 7& Plumbing Base Fee THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Mechanical I 1? 0 !!�7o-efiq - )Vzy t: 9 j BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC D ONMAIN (CURBS, SIDEWALKS, DRIVEWAYS. MARQUEES, ETC.) WILL REQUIRE Grading t SEPARATE PERMISSION, Engr. Review Uj PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5) CL PERMIT LIMIT., SEf ECDC 19.00,005(A)(6) EMgr. In spection. M. SEE BACK OF PINK PERMIT�FOR ORE INFORMATION 0 1 APPL CANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS C Fire Review Plan Chk. Deposit IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # fn m2 < ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY X Oj FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. Total Amt. Due 2, 0 NOR LIMIT IN ANY WAY THE CITY's ABILITY TO ENFORCE ANY ORDINANCE PROVISION.- --rReceipt Recording Fee # 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC. CALL This application Is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE ODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged in space provided. WORKMEN'S COMPENSA� IN AVINS NCE AND RCW 18:27. 1-b !�GNATUR ERR DATE IGNE (425) kFIPJALS SIGNA-fiRE DATE /16 T- 771-0220 0 01 Dyk_.: —1 RELJAI�fTB19 rOE A NTION EXT. 1 f. , IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE uWrIL A,FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- FICATE OF OCCUPANCY HAS�BEEN GRANTED. UBC109 if IBC110 / IRC110. ORIGINAL -FILE - YELLOW - INSPE6R i, PINK -OWNER - GOLD - ASSESSOR IAIAA r%r%f-f%O% I I A r%r% %10%1 1 A r%f- MR A LfIL10% A ^P%r%29-0% UP GRAPHIC SCALE 20 0 10 20 40 ISM IN FEET T I inch = 50 It RETAINING WALL IIVESS�r SCHEDULE —ft.1 SETL D—I. IT 111 �El- IWIT� TOE I L .—Cw' DEWITT. DO, j Mw j 8- S. ,6, w . .... .. e,2 —meIz VS, . Er —D. — ... —11_ .4eIl 101 .. .1e.O wI4 15.X'M� IU14 1. .1 -74—@10 .,iva —.'elz T1. fl '4210 . .11 0 SACA W/ 6 � —ER MA. W THE ADSE� W TESTED lIx OR .4 L S—LER - WAX W I'M 15 L L�R C,.EM �M: I'SIR —KIE CAST T — - 2- rW ALL OT— LOCATTENS. —D W ,, 11W. FOO71AIG IMML L TM WIW - M BE COVII KIT WTO A SI�E PIEEE IT ITS THE 'I -- "'A". IOOTI. —1 IS .�D. 1j) RECL Kl� LC�Tl SIL X KTERVlIWD IV ADDIK T� JOI4EV41W - TO TW DETW_JS MCLMKW L—T. — OP—T LE— W TOE RrW LE_ BE DETERVITAIED III ADD— MML W,y ...... FTJ SITE RETAINING WALL LS j M NOT SCALE FOOTOIG a'IUB OCT 14 2005 BUILDING DEPARTMENT CITY OF EDMONDS -�� vs�OT- �S—t�—IAD K?I-V- v T--- VVI SITE ADDRFSS TRD ASSESSOR'S PARCEL NO. TBD OWNER LANDSVERK DUALITY HOLIES INC. 21118 NOT A- W. LYNNWOOD. A98D36 PHONE NO.425-742-2742 I. NO. 425-673-6373 I.T � W21. SCI. M - �01 CZEn Zone A. I Ex� _K�_ (;,Comer KFla& � 1 74 M-C-E�O� TIE 17'120.49 AaWred D Z 0, Front �AOE M tOT: Sides OATW ST C8* OAM" SETIAMb W 1411' Rear C-33 7 O� RX LED- M— Other e--- D=l 5.3' � G� ��. AUL�ASLE 13�7v Er.-W ACTuAI. MIGHT TIE IN THE SSAVE -w-M—Mralt.- 9 IT' 119.7a L >Pa rn )PROPOSED RESIDENCE AP --1 . " E I 2E, — By PLANNING Tq I DRA WITH EIT EIT M 3' -Z !t.p EAT mAst. jb 14, ---25 i';" -, - S.S.B.L. 10�5 401f 24-40 Ca 4.5' 11 #2 6:. STREET F[L-E --------------------- C(-SSW M- au M49 cc FE 1.4 - W r E- 67. C r S- 67.74 QL Ca SS 36 '. IT, SS SS —S,S 2 9 2005 C,-SSW BUILDING DEPARTMENT � 71 CITY OF EDMONDS ,E ar- E Ir- w . IE , � 9,v IE 12' 57.11 0 0 SITE ADDRESS TBD ASSESSOR'S PARCEL NO. TBD OWNER LANDSVERK QUALITY HOMES INC. 21118 66th Ave. W. LYNNWOOD, WA 98036 PHONE NO. 425-742-2742 FAX NO. 425-673-6373 LOT SIZE 26,240 SQ. FT. LOT COVERAGE 3383 SQ. FT. - BUILDING FOOTPRINT 146 SQ. FT. - COVERED FRONT PORCH 85 SQ. FT. - COVERED REAR DECKS 3614 SQ. FT. TOTAL AREA / 26,240 SQ. FT. 14% (Max. overhangs are 18" therefore not used in calcs.) IMPERVIOUS SURFACE CALCS. ROOF AREA: 4010 SQ. FT. WALKS, DRIVES & DECKS: 963 TOTAL IMPERVIOUS AREA: 4973 PERCENTAGE OF LOT: 19% EROSION CONTROL PER DRAINAGE PLAN (BY OTHERS) DRAINAGE PER DRAINAGE PLAN (BY OTHERS) LEGAL DESCRIPTION LOT 1, CITY OF EDMONDS SHORT PLAT RECORDED UNDER RECORDING NUMBER 8408290222, RECORDS OF SNOHOMISH COUNTY, WASHINGTON SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. RESUB SEP 2 9 2005 BUILDING DEPARTMENT CITY OF EDMONDS HORIZ REINF VERT REINIF 2' CLR FOOTING DOWEL W/ SM HOOK 2" CLR HEEL RONF FOOTING REINF EOtJALLY SPACE & CONTINUOUS NX, To, ',IJBEARING�V SDI 4" 0 FTG REINIF DRAIN IN GRAVEL POCKET 8- WIDE UJG W/ #4016*oc VERT Jz)pct LUUIVILLNI FLU113 RETAINING WALL PRESSURE SCHEDULE 2000psf SOIL BEARING PRESSURE SURCHARGE H A B C D L HORIZ I VERT FOOTING HEEL FOOTING TOE REINF JREINF (1) DOWEL(l) REINF Ql REINF REINF (Ij 4'-0- 5' 8- 5- 9- - #4@10 #4@16 #4.20-@16 - (2) #4 - 5'-0- 6- 8- 10- 9- - #4@10 #4@16 #4.20'@16 - (3) #4 - 6'-0- 18' 8- 16' 10' 1 - #4@10 #4@12 #4x2O'@12 - (5) #4 - 7'-0' 30' 8- 22' 12- - #4@10 #4@8 #4x2O'@8 #4@16 (8) #4 - 8'-0' 30' 8- 28- 12- - #4@10 #5@14 #5x36'@14 #5@14 (6) #5 - 9'-0' 30' 8' 34' 14- - #4@10 #5@12 #5x36'@12 #5@12 (7) #5 - 10'-0' 30' 8' 40' 16' #4@10 #5@9 #5x36' (8) #5 - CONCRETE, 2500psl MINIMUM (5 SACK W/ 6 GAL WATER MAX. IN THE ABSENCE OF TESTED MIX DESIGN) STEEL- GRADE 40 FOR #4 & SMALLER - GRADE 60 FOR #5 & LARGER CLEAR COVER, 3' FOR CONCRETE CAST AGAINST SOIL - 2' FOR ALL OTHER LOCATIONS, UNO (1) VERT REINF, FOOTING DOWEL & TOE REINF - MAY BE COMBINED INTO A SINGLE PIECE PROVIDED THAT THE SIZE AND SPACING OF THE FOOTING DOWEL IS USED. (j) HEEL REINF LENGTH SHALL BE DETERMINED BY ADDING THE DIMENSION -C- TO THE REINFORCMENTS DEVELOPMENT LENGTH (DEVELOPMENT LENGTHS #4=14, #5=24' #6=30,) (k) TOE REINF LENGTH SHALL BE DETERMINED BY ADDING THE DIMENSION 'A' TO THE PF7Tmr-normFmT,z nFVFinpmrNT IENGTH rnryFinPmFmT IEIS=H!� #4=14. #9=24' #r=-qn') lj I SITE RFTAINTNF, WAI I DO NOT SCALE ma, 20 RIM= 55.72 IE= 51.87 / 0 —790 - a —tWWWM=C�- t - \ X 110.71 .40-t & GRD S99-06-16-E-. 116% %0- R K \ LL 101- EMO TI OCK WAkI- X 96.60 C9 6 rj TOP C-b (D (D PROPOSED DAYLI HT FOOTING DRAI > D DRIVEWAY It 3 0j lq- R ?4 37 DRIVE 54'- LOPE x 17 l(DS)PROPOSED RESIDENCE 14J N \ECK (Ds le 4 In I A--" CHIMNEY ALKWAY (DS) TIE DRIV b 00 DRAINAGE 18\-O& OVERHAN IN HERE (I 2-.AT SABLE END EITHER GRAPHIC SCALE CHANNEL DqlCK CATCH BA 40 80 ANTILEVER 0 10 20 u COVERE > PORCH CU q- CL 7— SITE RETAIN WALL IN FEET 4&0 40tf 24'0 1 inch = 20 ft. 3 V- -- - 14 14' 1 R. CB #1 S89*12'46'E sf — — — — — — — — — — — -- -- -------- 80.49' Detta=10*3759' R=925.92 sf sf — f — f sf X — Z L= 171.83 EX—SSMH RIM= 72.34 EX —CB IE 6" n= 68.49 RIM= 613.94 IE 8 . E= 67.84 IE= 60.10 IE 8" S= 67.74 �SS-----7—S�S 2 of 8 32- RIM= 123.68 IE 12" 119.78 EX —CB RIM= 123 * 39 IE 12" 120.29 3E I L) -- WITH POIN L DRAIN OR BASIN 40 `25' B.S.B.L. PR. CB so sa 1061 6'0 # 2 sa z sa z B sf ---- N--1 sf xf sf so 7-7-:7. x sp 20 VILb-L-I—FE xqA-B—I sf TX t-__ x sf sf sf BUFFER 24 l.a4, N85*57'53:W RIM= 80.72 SS SS GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 f t. 0@U00affy MOIN AlWaygym/Noy EX —CB RIM= 95.59 3 of 8 0 L& FLAT BACKSLOPE, ZFACE SHOULD BE hhnc)r:n -rr� MM A I.. C14 FIRM, UNDI t MiMULL UK tQUIVILENT) GENERAL NOTES - ROCKERY 1. ROCK SHALL BE SOUND AND HAVE MIN. DENSITY OF 160 POUNDS PER CU. FT. 2. THE LONG DIM. OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 3. IMPROVED WALKING SURFACES ABOVE AND ADJ. TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A GUARDRAIL CONFORMING TO UBC 1711. 4. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING WALLS. THE ON -SITE MATERIAL STABLE AND FREE STANDING IN CUT FACE. PIREE-DRAINING BACK FILL (MOS. 5% SLOPE) MIN. 8"WIDE LAYER OF 2"-4" QUARSPALLS ADJACENT TO ROCKERY. m- ROCKERY DETAIL L_�j W WT SCALE RESUB OCT 14 2005 BUILDING DEPASTp4EMT C17Y OF: EDMOWDS CAO It 3 la PROPOSED RESIDENCE L 80 CHIMNEY GRAPHIC �CALE 20 '40 x 80 --CANTILEVER 710 IN FEET inch 20 ft. X X S89'12 46 E' x 2 x -C�lta= 10' 2 2 Rm;tk25.92 - L= 171,83' ry C11-1 1. ------------ - - - - - - - - - - - ss ss -5-of 8 ------------ -IN EX —CB RIM= 12.3.39 IE 12" 120.29 1 0 x 6p RIM= GRAPHIC ( IN FEET I inch = 20 OMODAMW &809 alocguomffoy —PATCH PAVEMENT PER PAVEMENT DETAIL SD jem 1c, kA f lad \SB§706'1 6F D= AA lae la4\ -_ \ 1125.3 F-1 2 6. C)p 7 9 A\ la6 92 1 'J2' /ta=z;J R 14.9-f 80 L= 86 80 1 1 1 1 1\ LU C4 RO Oi CHIMNEY \ 00 7p 76 A\pHj 7V4 �k I', $ 0� k\1E 20 'G, 40 \ \- _\ 0 1 2 - - - - - - - 17P a O\ ANTILEVER —C :f�� -- -- - - - - - - - - - - I - - - - - - - - - 6p IN 66 1 --f k. ih\ChV:;E_20 (Sv4 SW- 12 vAS F 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _�Ita 10'J715k" -B .5 5 Rzik2&,9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M - - - - - - - - - 'B \R�A7L 5 �94 I%Mz ---- — ----------- --------- _E= 7. - - - - - - - - ------------- — ------------ E-&-S 7. 5-8 A V.. 610 -7 -of 800 V—RIM= 123�.618 IE T12" 119.78 EX —CB 142 RIM= 123.39 ----�IE 12" 120.29 140 ue", HEIGHT CALCULATIONS DATUM PT. @ EXIST. CB. DATUM SET AT 123.68' A= 114.8' B=104.5' C= 123.3' D=125.3' AVERAGE GRADE = 116.98' MAX. ALLOWABLE HEIGHT = 141.98' ACTUAL HEIGHT = 141.91' 114 112 110 196 104 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. o(DUggagV7 &ggg 98 -,qo-2Q_ Ex —CB RIM= 95.5 T6- ME' 0 #P20 CA File No: 05-10 Critical Areas Checklist Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: koe?_4 0(otf, PL �d I / 2. Property Tax Account Number: co q3__y_& 000 05EOW q34G ft C69 04- 3. Approximate Site Size (acres or square feet): a cz 2! 4. . Is this site currently developed? — yes; �K no. REC;M1 V r-Lj If yes; how is site developed? JAN 2 5 2005 5. Describe the general site topography. Check an that apply. pERMIT COUNTER Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). RECEIVKD Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). AUG 10 2005 Steep: grades of greater than 30% present on site (a vertical ris*Wffe bbblft horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: nO Approx. Depth: 7. Site contains areas of seasonal standing water: 00 ;Approx. Depth: - What season(s) of the year? 8. Site is in the floodway OQ floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: n 0 For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? P's - 1,,I- 3. SCS mapped soil type(s)? A I At--,,wA - iF� #2�LA�* 7012 r �U�, 4. Critical Areas inventory or C.A. map indicates Critical Area on site? 5. Site within designated earth subsidence landslide hazard area? tJ6 DETERMINATION STUDY REQUIRED WAIVER Reviewed by- Date: 3/17/057 Critical Areas Check] ist/3.25.2004 SD #P20 .0 Q City of Edmonds 'P Development Services Department Planning Division Phone: 425.771.0220 S94) Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds , prior to his/her submittal of the application to the City. The purpose of the Checklist is to- enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Date Received: 112-5-1c, 5- City Receipt #: 9-57— Critical Areas File #: Critical Areas Checklist Fee: $135.00 Date Mailed to ADDlicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and histher/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the info . n and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to e this application on the behalf of the owner as listed below. SIGNATURE OF APPLicANT/AG DATE Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the �lic officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection wKkpos i g Attendant to this application. SIGNATURE OF OwneOpplicant: ti I IYAS)kf V-- Q�Ikav- 'Name Us� � Street Address �, r-) so DATE Applicant Representative: City State Zip City State Zip Telephone: 9��'LZJ I 19 Telephone: Email address (optional): Email Address (optional): I I 40CITY OF EDMONDS 0 CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 19524 — 94 th Place W. Tax Acct. Number: 00-4346-000-05804 Determination: Study Required Determination #: CA-05-1 0 Applicant: Landsverk Quality Homes Inc. Owner: Landsverk Quality Homes Inc. CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED (CA-05-10) During review and inspection of the subject site, it was found that the site may contain critical areas, including Geologically Hazardous areas and Wildlife Habitat pursuant to Chapter 23.40 of the Edmonds Community Development Code (ECDC). GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reportsidentify, classify and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potentiat impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose submit the entire study,with your specific development application. Please review the minimum report requirements for all types of Critical Areas which are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study and an approved list of consultants that you may choose from. You may contact the Planning Division for more information. General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT — LANDSLIDE HAZARD AREA It appears that this property contains or is adjacent to a Landslide Hazard Area. • Any area with a slope of forty percent (40%) or steeper and with a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock). • Landslide Hazard Areas are further defined and illustrated in (23.80.020.B.). • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Landslide Hazard Areas are provided in ECDC 23.80.050. DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS Development is restricted within a Landslide Hazard Area and its buffer. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. • The criteria that are applied depend on the amount that the buffer is reduced. • The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050). 1 Pealteration must also meet the require *ets listed ECDC 23.80.060. In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. STUDY REQUIREMENT — FISH AND WILDLIFE HABITAT Since the sight is within a mapped wildlife habitat area, the City would like to preserve as much of the native vegetation as possible. DEVELOPMENT PROPOSALS ON A SITE WITH WILDLIFE HABITAT The applicant must submit a clearing/tree cutting plan with any development permit. Tree cutting and clearing of native vegetation shall be limited to the footprint of development. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development qualifies as an allowed activity, please contact a Planner for more information. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner for more information. Name nature 17,2005 Date NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. 2 RECElVdo AUG 10 2005 Consulting Robert M. Pride, Inc. PERMIT COUNTER Engineer May 16, 2005 Mr. Duane Landsverk LQH, Inc. 1951194 th Place West Edmonds, WA 98020 Re: Report on Geotechnical Investigation Proposed Residence 19524 94t" Place West Edmonds, Washington RMP Project No. 05-125-01 Dear Mr. Landsverk, This report presents the results of our geotechnical investigation of the property located on the north side of SR 524 and adjacent to 94th Place West in Edmonds. The new single family two story residence will be built on this currently undeveloped parcel. The purpose of this report is to provide a description of the site and subsurface conditions, and to present geotechnical recommendations for the design of the proposed residence. USGS mapping for this area of Edmonds and previous experience in the area were used as references for this report. A Site Plan prepared by The Leren Company was also reviewed in connection with our site evaluation. Site Conditions The site extends west Off Of 901 Avenue, and is situated on a sloping parcel that descends to SR 524 on the south side of the property. Surface elevations range from 124 feet on the north side to about 100 feet just south of the proposed residence. Natural slope gradients range from about 3H:lVtO 2H:iV, and there is a graded road and flat pad area that exists near the center of the proposed building pad. Field exploration included the excavation of five test pits to depths ranging up to eight feet. All of these test pits encountered an upper fill zone that ranged from one to nine feet in depth. Below the fill was a topsoil layer approximately one foot thick that was underlain by weathered deposits of advance outwash soils (Qva). Groundwater seepage was not encountered in any of the test pits. Locations of these test pits are shown on the attached Drawing No. 1. Geotechnical Recommendations Based on the results of our site investigation and on review of your plans for the 13203 Holmes Point Drive NE Kirkland, WA 98034 Plione: 425-814-3970 Fax: 425-814-5672 May 16, 2005 Mr. Duane Landsverk Page 2 proposed residence, the existing native Outwash deposits will provide satisfactory support for the single family structure. Depth to bearing soils across the site will vary depending on the depth of excavation below existing grade and the elevation of the lower floor level that is expected to range from 113 to 115 feet. Only minor grading and fill placement is planned around the completed residential structure. The glacial Outwash soils are moderately pervious and with provide a suitable medium for vertical percolation of storm water collected from this site. Site Grading The lower floor will be a post and beam system and will not require placement of fill within the interior of the residence. Some fill placement will result from footing excavation spoils and lowering of existing grades on the north side of the basement area. The organic topsoils can be used in landscape areas of the site, and the onsite Outwash deposits are considered excellent for structural fill if required. It is recommended that all exterior fill be placed in thin lifts and compacted to a uniformly high density to minimize settlement and erosion problems around the completed structure. All granular fill soils should be compacted to at least 90% as determined by ASTM D1557 test method. Exterior slabs on grade should also be underlain by compacted granular fill after removal of the topsoils. All concrete slabs should be reinforced to minimize shrinkage cracking, with control joints in these slabs at approximately 8 to lo foot centers. Foundations A majority of the foundations will consist of continuous bearing wall footings that will extend through the fill and onto the medium dense to dense Outwash deposits. Depths of these footings should be a minimum Of 24 inches below existing grade, but it is expected that footings could extend four to six feet or more below final grade due to existing fill soils. Consideration should be given to using driven pipe piles for foundation support along the south and westerly sides of the structure because of the presence of unsuitable fill and topsoil material. An allowable soil bearing value Of 2000 psf may be used in the design of footings bearing on the Outwash soils. This value may be increased 33% for short durations of loading due to wind or seismic forces. Estimated settlement of these footings will be in the range of 1/2 to 3/4 inch under the anticipated structural loads. Resistance to lateral loading on the structure can be provided by passive earth pressure on the foundation walls. An allowable passive pressure Of 250 pef may be used for resisting these forces. The potential for site liquefaction is considered very low. 13203 Holmes Point Drive NE Kirldand, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 May 16, 2005 Mr. Duane Landsverk Page 3 Retaining Walls Retaining walls may be designed for an active pressure Of 30 pef for level backfill and 45 pcf for sloping backfill surcharge conditions. Resistance to lateral soil pressures may be provided by a passive earth pressure Of 250 pcf when the footing is supported by dense native soils or properly compacted backfill. Retaining wall footings may be designed for a soil bearing value Of 3000 psf for footings bearing on the Outwash soils. A footing subdrain will not be required at the base of the exposed foundation stem walls due to the presence of the pervious Outwash deposits, although we recommend that the basement retaining walls have a footing subdrain. This subdrain should be embedded in drain gravel and wrapped with a geofilter cloth. Pipe Pile Foundations Driven pipe piles may be required where footing depths exceed about 4 to 5 feet below existing grades. Equipment access on this site will allow the use of a backhoe to install the larger 3 and 4 inch diameter piles. We recommend the use of Schedule 8o galvanized pipe that should be driven to refusal using an 850# pneumatic hammer. Pile capacities for the 3 and 4 inch piles is 12 and 20 kips respectively. Site DrajngZe Surface water runoff from house roof areas or the hardscape around the residence should be collected by tightlines and area drains that lead to an appropriate storm drain system. It is recommended that all storm water be collected and discharged into the native Outwash gravel deposits at shallow depths below existing grades, but at a distance of at least 15 feet from the steep slopes on the south side of the property. Summajy yc) �- C—olJ Al A '5 P We recommend that we be retained to review the final drawings for foundations and earthwork to confirm that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are similar to those described in this report. Should conditions be revealed during construction that vary from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. The conclusions and recommendations presented in this report are based on 1) our interpretation of soil conditions on this site, 2) confirmation of the actual subsurface conditions encountered during construction, and 3) the assumption that sufficient observation and testing will be performed during the appropriate phases of the work. 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 0 0 May 16,2005 Mr. Duane Landsverk Page 4 Our findings and recommendations in this report were prepared in accordance with generally accepted principles of geotechnical engineering as practiced in the Puget Sound area at the time our work was performed. We make no warranty, either express or implied. Please call me if there are any questions regarding this report. Respectfully, % R z Ak� Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (3) addressee encl: Drawing No. i Appendix A EXPIRES rinp: LQH94th Residi 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 N to 0 APPENDIX A Summary Logs of Exploratory Test Pits Test Pit No. i — West side 0.0 — 1-Oft Topsoil: Silty Sand — brown, slightly moist, loose; with organics; 1.0 — 3-Oft Silty Sand and gravel — gray brown moist, medium dense; 3.0 — 6.oft Sand and gravel — gray, moist, dense; no groundwater; Test Pit No. 2 — Southwest side 0.0 — 3.oft Fill: Silty Sand — gray brown, slightly moist, loose; 3.0 — 4-oft Topsoil: Silty Sand —and organics — gray brown, moist loose-, 4.0 — 5. Oft Silty Sand — gray, moist, dense; no groundwater; Test Pit No. 3 — South side 0.0 — 4-oft Fill: Silty Sand — gray brown, moist, loose; with organics; 4.0 — 5. Oft Topsoil: Silty Sand — gray brown, slightly moist, loose; organics; 5.0 — 6.5ft Silty Sand — gray, moist, medium dense; no groundwater; Test Pit No. 4 — Center of Pad o-o — 8.oft Fill: Silty Sand and gravel — gray and brown, moist, loose; 8.o — 8.5ft Topsoil: Silty Sand — gray brown, moist, loose; and organics; no groundwater; Test Pit No. 5 — East side 0.0 — 4-oft Fill: Silty Sand and gravel — gray brown, moist, loose; 4.0 — 6.oft Sand and Silty Sand and gravel — gray, moist, dense; no groundwater; 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 , No "MMK 110. Cfj 0 u E- cn bt CLI z pt cil W 0 0 D E PA. Rf&r� 'N 18 '�8�U I b D I N G S PER INTERNATI(A-AL RESIDENTIAL C&E- SECTION R110 AT: Occupancy established by this certificate: No. Stories: 2 Owner of building: U The Sin-gle Family Residence at 195241, 2003 edition of the International Residential Code as the proposed occupancy is classified. —�.Building P'6i Dwelling Un ype of Con it M 2005-0964 n:- VB Ireid and approved complying with the requirements of the and division of occupancy and the use for which Issued this — 29th I day of November , 2006 Chief Building Official By: Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. City of Edm nd ' S Permit No:.ZD05 - 0="*9 RIGHT-OF-WAY CONSTRUC I TION PERMIT Issue Date: -05- A. Address or Vicinity of Construction: J` L W B. Typ� of Work (be specific): +C-_�' �, \,I 4 316 Ck ':�q P'!-� po'�' "n) . C' V) C'o I Qi) L9�) OL 0_�L C� 3111 n:T 3w 0- ) L' 6� I Z. 4 J A) CJ_\) (A I r L6 ib703S,3cv C. Contractor: _i)\\C�Iu'Lv— Contact: J(_ Mailing Address: L) Phone: a 0 U L4 I S - 43 5/ State License I C) ryr-q Liability Insurance: Bond: $ City Business License #: D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. F-1 Commercial 0 Subdivision City Project El EUC (PUD, VERIZON, PSE, COMCAST, OVWSD) F� Multi-Fanily 99) Single Family 99'Aher INSPECTOR: F. PAVEMENT CUT: YES F� NO G. SIZE OF CUT X CONCRETE CUT: El YES Fj NO G. Mail Approved Permit Call for Pickup APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from injuries, damages or. claims,of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT. + Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger mu st be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required4raining in their possession. * Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. * Three sets of construction drawings of prop sed work are required with the permit application. CALL DIAL-A-DIG�1-8bo-,424--555"5)'�—PRIOR!,T MEGINNING WORK I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THATIMUSTMAKE THE PINK COPY OF THE PERMITA VAILABLE ONSITE ATALL TIMES FOR INSPECTIONS Signature: Date: (Contractor or Agent) �Approved by: laima uw'A' '144;r. Right-of-way Fee:. S 1 6().QQ;j; % I 5.QQ Time Authorized: Void After JanuaWv/77t�/?,006 Disruption Fee/Fund 111: Soo $pecial Conditions: Restore ROW to like and/or better conditipri. Inspection Fee: 3 $uso- Maintnin 'S' k4in sethark frnm n1l C;4r gf PASUG"Ac 1g;1;tiag, AlCri4c Total Fee: $'11)5 ou r.lear hnrt, croggings, C.911 fnr lnrntt-_-, nfq]] T 1/a jitilitipc pl�nr tn nay- Receipt No.-. 42 _=aat;oa A lest affccteA r-esMants and Qoafa;m tQ I s s u e d b restoration reQuirements- Call the number bf-Inw tn -,ehednle. the reqnirnd impentinn(,z) CrTRk ri-qiiirarl for backfill. REQUIRED INSPECTIONS:&MA F P I C _0L. OMENCH BACXEI� a Ax xbR A L F)\At 9F'&-M9=a7-J0t'4 Call 425-771-0220, Ext 1326fora 24-hour'Voice_- corded inspection request line. ,lie FINAL APPROVAL OF PERMITTED WORK: AA DATE� Jnspectq;l�s Signature CADocuments and SettingsTurtis\My bocuments\Fonns\Engnrng\ROWpertnit_.doc Revised 10/01/03 PlIchuck Contractors, Inc Job # 107025308 Oct 27, 2005 Sheet I of I Rob Inglisa 41 41 359 Eli 41 350' 35U NOT TO SCALE r- 4 t 0 � b 2 b 4 PMD WORK AHM 10 STATE HVVY 524 CKANNELVMON DEVICE SPACING MPH TAPER TANGENT 50/70 40 so 35/45 30 60 25/30 20 40 W-11`1-K ( Ki c7 Hk-!ci-- - Ai�cz -, -FRIO" 31 , cock".,-, - 211,00 "1 APPROVE-D AS NOTED X!BY ENGINE RING Date: Notes: 1. AJI signs and spacing to conform to the MUTCD and City of Edmonds Traffic Control specs. 2. Channelizing devices are 28" traffic cones. 3. All signs are 48" x 48" B/O unless otherwise specified. 4. Alert affected residents and businesses. 5. Two Flaggers will control alternating one lane traffic. 6. Work area will be 20' E of C/L of 12 Ave N & 6' S of C/L of HwV 524. jig 3 5 COY 35(Y 35COY I+ III, — I* STEEP HILL W/ LOW VISIBILITY PLACE FLAGGER FAR ENOUGH EAST TO MAINTAN SAFETY , i �"WOIKIC'- AREA ��&C-K F� I L L Xx 5' LEGEND 28* TRAFFIC CONE jM WORIK AREA W+ TMMCFLow 24 HR. NOTICE 90 Tt FLAGGER FOR INSPECTION WORK VEHICLE SIGN LOCATION 22' Bend 1 4' deep from top of Rockery 22' qend 4' deep Irom t1i) of Rockery )9-5' 1195241 Sewer line runs parallel to rockery w/in 3' ,,--S.E. CORNER 6" SDR-35 Sewer S ___6 OF HCOUSE ��Pipe For T/L — �_j /' \_22' Bend Rockeryl 36' 1, 24" Storm ---4" SDR-35 Pipe— Sewer Pipe Detention CB 4" C/O 4' SDR-35 28' SS Parallel to 3' Deep—\ Road Q0 0) N_% 44' 8 6" To 4" Reducer SSMH I" /Reducer In S/W_ 6" C/O @ P/L 6" SDR-35 /A ED* CITY OF EDMONDS SIDE SEWER AS- BUILT 0 10 ADDRESS: HOMEOWNER: 19524 94TH PL W D.LANDSVERK CONTRACTOR: SCALE: xxxxx I NTS at. 1890 DATE DRAWN PERMIT DRAWN: 6/5/06 BY: J.COLLINS/1. ABILA NO: 10090 r1l U-N r1h CD., Of VY 5/3/2006 , oj��' 'Ali 5/3/2006 a 90N/c/s 90N/c 4t 0,W ell . f () F E,0,,p,_ CITY OF EDMONDS ADDRESS 19524 94th PL W CONTRACTOR Landsverk Homes DATE DRAWN Now— WATERLINE A S- BUI HOMEOWNER Landsverk Homes SCALE N TS WATERLINE NO. 2005-0964 6/5/06 BY J. COLLINS Page I of I McConnell, Jeanie . I From: lqh.inc@comcast.net tent: Tuesday, November 22, 2005 10:34 AM To: McConnell, Jeanie Subject: 19524 94th Pl. W In follow-up of our precon meeting on Tuesday, October 25 regarding ourjob at subject site. I would like to restate my understanding of our conversation regarding the following: 1. Construction Sequence - we will be applying for a ROWpermit for a single lane closure along 196th in order to provide a side sewer stub for our project. We will by tying the storm drain into an existing catch basin at the S.E. comer of 194th, maintaining a 10'horizontal seperation between water & sewer and a 2'vertical seperation between storm & sewer in the same ditch line. 2. Trees - I have contacted Steve Bullock in planning and am currently working with him regarding the dead, diseased and dangerous trees on my lot. I would like to state my concern over the dead, diseased and dangerous trees within the city Right of Way. I take no responsibility for these trees and am requesting via this letter that the city review the trees at this loation for any necessary preventative maintenance that may be required to prevent damage to my property. Duane Landsverk Landsverk Quality Homes, Inc. (425) 742-2742- Fax (425) 673-6373 lqh.inc@comcast.net 2/6/2006 RECEIVEf ED Cro-�50 AUG 10 2005 IT COUNTER Consulting Robert M. Pride May 16, 2005 Mr. Duane Landsverk LQH, Inc. 1951194 th Place West Edmonds, WA 98020 Re: Report on Geotechnical Investigation Proposed Residence 1952494 th Place West Edmonds, Washington RMP Project No. 05-125-01 Dear Mr. Landsverk, This report presents the results of our geotechnical investigation of the property located on the north side of SR 524 and adjacent to 94 1h Place West in Edmonds. The new single family two story residence will be built on this currently pndeveloped parcel. The purpose of this report is to provide a description of the site and subsurface conditions, and to present geotechnical recommendations for the design of the proposed residence. USGS mapping for this area of Edmonds and previous experience in the area were used as references for this report. A Site Plan prepared by The Leren Company was also reviewed in connection with our site evaluation. Site Conditions The site extends west Off Of 94 th Avenue, and is situated on a sloping parcel that descends to SR 524 on the south side of the property. Surface elevations range from 124 feet on the north side to about ioo feet just south of the proposed residence. Natural slope gradients range from about 31-1:1V to 21-1:1V, and there is a graded road and flat pad area that exists near the center of the proposed building pad. Field exploration included the excavation of five test pits to depths ranging up to eight feet. All of these test pits encountered an upper fill zone that ranged from one to nine feet in depth. Below the fill was a topsoil layer approximately one foot thick that was underlain by weathered deposits of advance outwash soils (Qva). Groundwater seepage was not encountered in any of the test pits. Locations of these test pits are shown on the attached Drawing No. 1. Geotechnical Recommendations Based on the results of our site investigation and on review of your plans for the 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 0 May 16, 2005 Mr. Duane Landsverk Page 2 proposed residence, the existing native Outwash deposits will provide satisfactory support for the single family structure. Depth to bearing soils across the site will vary depending on the depth of excavation below existing grade and the elevation of the lower floor level that is expected to range from 113 to 115 feet. Only minor grading and fill placement is planned around the completed residential structure. The glacial Outwash soils are moderately pervious and with provide a suitable medium for vertical percolation of storm water collected from this site. Site Grading The lower floor will be a post and beam system and will not require placement of fill within the interior of the residence. Some fill placement will result from footing excavation spoils and lowering of existing grades on the north side of the basement area. The organic topsoils can be used in landscape areas of the site, and the onsite Outwash deposits are considered excellent for structural fill if required. It is recommended that all exterior fill be placed in thin lifts and compacted to a uniformly high density to minimize settlement and erosion problems around the completed structure. All granular fill soils should be compacted to at least go% as determined by ASTM D1557 test method. Exterior slabs on grade should also be underlain by compacted granular fill after removal. of the topsoils. All concrete. slabs should be reinforced to minimize shrinkage cracking, with control joints in these slabs at approximately 8 to io foot centers. Foundations A majority of the foundations will consist of continuous bearing wall footings that will extend through the fill and onto the medium dense to dense Outwash deposits. Depths of these footings should be a minimum Of 24 inches below existing grade, but it is expected that footings could extend four to six feet or more below final'grade due to existing fill soils. Consideration should be given to using driven pipe piles for foundation support along the south and westerly sides of the structure because of the presence of unsuitable fill and topsoil material. An allowable soil bearing value Of 2000 psf may be used in the design of footings bearing on the Outwash soils. This value may be increased 33% for short durations of loading due to wind or seismic forces. Estimated settlement of these footings will be in the range of 1/2 t o 3/4inch under the anticipated structural loads. Resistance to lateral loading on the structure can be provided by passive earth pressure on the foundation walls. An allowable passive pressure Of 250 pcf may be used for resisting these forces. The potential for site liquefaction is considered very low. 13203 Holmes Point Drive NE Kirldand, WA 98034 Phone: 425-814-3970 Fax: 425-8-14-5672 9 0 May 16,2005 Mr; Duane Landsverk Page 3 Retaining Walls Retaining walls may be designed for an. active pressure Of 30 pef for level backfill and 45 pcf for sloping backfill surcharge conditions. Resistance to lateral soil pressures may be provided by a passive earth pressure Of 250 pcf when the footing is supported by dense native soils or properly compacted backfill. Retaining wall footings may be designed for a soil bearing value Of 3000 psf for footings bearing on the Outwash soils. A footing subdrain will not be required at the base of the exposed foundation stem walls due to the presence of the pervious Outwash deposits, although we recommend that the basement retaining walls have a footing subdrain. This subdrain should be embedded in drain gravel and wrapped with a geofilter cloth. Pipe Pile Foundations Driven pipe piles may be required where footing depths exceed about 4 to 5 feet below existing grades. Equipment access on this site will allow the use of a backhoe to install the larger 3 and 4 inch diameter piles. We recommend the use of Schedule 8o galvanized pipe that should be driven to refusal using an 850# pneumatic hammer. Pile capacities for the 3 and 4 inch piles is 12 and 2o kips respectively. Site DrainUe Surface water runoff from house roof areas or the hardscape around the residence should be collected by tightlines and area drains that lead to an appropriate storm drain system. It is recommended that all storm water be collected and discharged into the native Outwash gravel deposits at shallow depths below existing grades, but at a distance of at least 15 feet from the,steep,sl9pes on the south side of the property. Summa We recommend that we be retained to review the final drawings for foundations and earthwork to confirm that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are similar to those described in this report. Should conditions be revealed during construction that vary from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. The conclusions and recommendations presented in this report are based on 1) our interpretation of soil conditions on this site, 2) confirmation of the actual subsurface conditions encountered during construction, and 3) the assumption that sufficient observation and testing will be performed during the appropriate phases of the work. 13203 Holmes Mrit Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 . 9 0 May 16, 2005 Mr. Duane Landsverk Page 4 Our findings and recommendations in this report were prepared in accordance with generally accepted principles of geotechnical engineering as practiced in the Puget Sound area at the time our work was performed. We make no warranty, either express or implied. Please call me if there are any questions regarding this report. Respectfully, 144 ( z Ak4( Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (3) addressee encl: Drawing No. 1 'Appendix A rmp: LQH94th Residi S� EXPIRES 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 0 OF APPENDIX A Summary Logs of Exploratory Test Pits Test Pit No. i — West side 0.0 — 1.0ft Topsoil: Silty Sand — brown, slightly moist, loose; with organics; 1.0 — 3-Oft Silty Sand and gravel — gray brown moist, medium dense; 3.0 — 6.oft Sand and gravel — gray, moist,'dense; no groundwater; Test Pit No. 2 — Southwest side 0.0 — 3-oft Fill: Silty Sand — gray brown, slightly moist, loose; 3.0 — 4-oft Topsoil: Silty Sand —and organics — gray brown, moist loose; 4.0 — 5-Oft Silty Sand — gray, moist, dense; no groundwater; Test Pit NO. 3 — South side 0.0 — 4-oft Fill: Silty Sand — gray brown, moist, loose; with organics; 4.0 — 5-oft Topsoil: Silty Sand — gray brown, slightly moist, loose; organics; 5.0 — 6.5ft Silty Sand — gray, moist, medium dense; no groundwater; Test Pit No. 4 — Center of Pad o.o, — 8.oft Fill: Silty Sand and gravel — gray and brown, moist, loose; 8.o — 8.5ft Topsoil: Silty Sand — gray brown, moist, loose; and organics; no groundwater; Test Pit NO. 5 — East side 0.0 — 4-oft Fill: Silty Sand and gravel — gray brown, moist, loose; 4.0 — 6.oft Sand and Silty Sand and gravel — gray, moist, dense; no groundwater; 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 4 4m LL ir 1.0 4-J C#O Z bX) a on z f in ct 10= 0 LO 09/27/2005 07:26 4256736373 LOH PAGE 02/02 Consulting Robert M. Pride, Inc. Engineer September 19, 2005 Mr. Duane Landsverk LQH, Inc. 19511 94th Place West Edmonds, WA 98o2o Re: FinaI Geo-technical Review Proposed Residence 19524 94"' Place West Edmonds, Washington RMP Project No. 05-125-01 Dear Mr. Landsverk, C YYY C 202* AW& moo SEP 2 7 "'U"O"Vo Dep, C17Y 01: 60 14MUE10 &OWS9 This firial review letter covers the most rece nt foundation drawings for the Landsverk residence to be constructed at 19524 94th Place West in Edmonds. Sh eets A-4, S-1 and S-5 were reviewed and. they are in conformance with my recommendations contained in the geotechnical investigation report for this project. Please call me if there are any questions regarding our continued involvement in this project. spectfully, Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (2) addressee 01; W, 0 16271 10 13203 Holmes Point Dhve NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 09/27/2005 07:26 4256736373 LOH PAGE 01/02 LANDSVERK QUALITY HOMES, INC. 21-11866THAve. W, Lynnwood, WA 98036 Office (425) 742-2742 Fax (425) 673-6373 UCENSfi #LANDSQ]4023)N FAX COVER PAGE DATE: q /a-) 105 TO: e�\4y 0-C e-dntmob. ATTN: 7�u-vic'sa, F -r� . :- '-- �b . � ROM: ko�-4 &.11 FAX #: NO. OF PAGES: __(INCLUDING COVER) tq 25.-Yy OV RUC 08 05 01:03p ROBERT M PRIDE INC 425 814 5672 P.1 � E C) Consulting Robert M. Pride, Inc. Engineer August 8, K A 0-41TY Ce--% RECEIVED Mr. Duane Landsverk AUG I 1 02005 LQI I, Inc. . 19511 94Lh Place West PERMIT COUNTER Edmonds,, WA 98oLo Re: Supplemental Crentechnical Review Proposed Residence 19.524 94th plaee West Edmonds, Washington RMP Prqjed No. n5-i-**,5-r) I Dear Mr. Landsverk, This review letter is in response to the ECDC requirements for'steep Slope Exemption for the proposed residence construction at 19524 90' Place West in Edmonds. We previously submitted a geotechnical report summarizing our geological exploration and recommendations for foundation construction. On the basis of that investigation 'We. conchided that Lbp.ske was underlain by dense glacial OtAwash dppo.sik LII.A were determined to be stable and suitable for support of the new structure. No gr-ading will be performed on tbe steep slope areas, except behind the proposed rockery walls and the concrete perimeter foundation walls. It is understood that the rockery walls will not exceed eight feet in height, and that they will be constructed in accordance with the City of Edmonds requirements and per the plans prepared by Sound Structural Solutions dated 8/8/o.5. All base rocks for the rockery will bear on competent native Outwash soils and will be inspected at the time of construdion. We found no impermeable soils or groundwater seepage conditions that would create an unstable slope condition. Existing fill soils greater than three feet in thickness will he removed at the time the building pad is excavated to the planned elevation Of 114 feet. And filially there was no evidence of landsliding or slope instability that would impacl. this residential site, and the new structure will not decrease stability on the adjacent property. Based on my review of the foundation and site grading plans for this prqicc.t, it is rny opinion that the requi remerib; or FCDC '20. 15B- i i o, 1)(2) have been met. Rr-f ectfuuy' OTC. W J.. Ro ert . Pride,.P. E. Principil Gcotechnical Engin r di -St- (2) addressee Phone: 425-814.3970 13203 Holmeg F&*QjRJW.' Kiridancl, WA 98034 Fax: 425-814-5672 09/27/2005 07:26 4256736373 LOH PAGE U2/ U2 Consulting Robert M. Pride, Inc. Engineer September 19, 2005 Mr. Duane Landsverk LQH, Inc. .1951194 th Place West Edmonds, WA 98020 STREET FILE Re: Final Geo-technical Review Proposed Residence 19524 94.'h Place West Edmonds, Washington RMP Project No. 05-125-01 Dear Mr. Landsverk, 04% HIE'SUE3 SEP 2 7 2005 RUILOiNa Dep, CITY OF ED AR71WENr MONDS This final review letter covers the most recent foundation drawings for the Landsverk residence t'o be constructed at 19524 94th Place West in Edmonds. Sheets A-4, S-1 and S-5 were reviewed and. tttey are in conformance with my recommendations contained in the geotechnical investigation report for this project. Please call me if there are any questions regarding our continued in. volvement in this project. spectfully, Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (2-) addressee re -� 60). of 162-1 11F014Z Phone: 425-814-3970 13203 Holmes Point Drive NE Kirkland, WA 98034 Fax: 425-814-5672 Aug 08 05 01:03P ROBERT M PRIDE INC 425 814 5672 P.1 Consulting Robert M. Pride, Inc. Engineer August 8, 2005 RECEIVED ILF AUG 10 2005 "REET R. Mr. Duane Landsverk PERMIT COUNTER LQI1, Inc. 19511 94h Place West Edmonds, WA 98o2o Re: Supplemental Geotechnical Review Proposed Residence 1C),1524 94th Place West Edmonds, Washington RMP Projed No. 05- 11225-0 1 Dear Mr. Landsverk, This review letter is in response to the ECDC requirements forSteep Slope Exemption for the proposed residence construct,ion at 19524 90' Place West in Edmonds. We previously submitted a geotechnical report summarizing our geological exploration and recommendations for foundation construction. On the basis of that investigation we concluded Lhat the, siLe, was underlain by dense glacial OuLwash deposits LhaL w(.-.re determined to be stable and suitable for support of the new structure. No grading will be performed on the steep slope areas, except behind the proposed rockery walls and the concrete perimeter foundation walls. it is understood that the rockel)r walls will not exceed eight feet in height, and that they will be constructed in , -ic .cordance with the City of Edmonds requirements and Pe r the plans prepared by Sound Structural Solutions dated 8/8/o5. All base rocks for the rockery will bear on competent native Outwash, soils and will be inspected at the time of construdion. We found no impermeable soils or groundwater seepage conditions that would create an unst,ibles'lope condition. Existing fill soils greater than three feet in thickness will he removed at the time the building pad is excavated to the planned elevation Of 114 feet. And finally there was no evidence of landsliding or slope instability that would impact thisresidential site, and the new structure will not decrease stability on the adjacent property. Based on my review of the foundation and site grading plans for this project, iL is my opinion that Lhe requi rernenLii of FCDC '20. 15B- i i n D(--,') have been met. -4bW- -V Rr-f ectf Lilly, OWN4L. L Ro 4ert Pri'de. P. ert F de, P. E. Principal Gcotechnical Engin X diSt' (2) H&ireNsee ,.162 Phone, 425-814-3970 13203 Holmes FavKWO� . Kirkland, WA 98034 Fax: 425-814-5672 SOUND STRUCTURAL SOL&S E N G � E E R S I N LQH, Inc Duane Landsverk Client 21118 66th Ave W Lynnwood, WA 98037 425-742-2742 phone 425-673-6373 fax SSS # s0506011 Project 19534 94th Place West Identification 2 Story SFR The Leren Company, Inc Section Engineering Calculations 1 Grading Calculations NIS 01 V-D BN V. �16t'Ep e0V4J;/L/ MAL g-R-0,57- fMIRFS 1 41 03ED Not Valid Without A Wet Signiture RzCE:JVeD AUG I 'n '7 u -005 PERMIT COUNTER STRE F. ILE Date Engineer Copies Description 8/4/2005 RVS 3 original contract 21118 66th "ENUE WEST - LYNNWOOD, WA 98037 - PH: 425-778-1023 FAX: 4254T-�3365 Grading Quantities (Total Site) Landsverk Residence Net Fill Estimate 64 A*a —1 Project s0506011 date 8/8/2005 By: RVS, PE Cubic Yards Total Fill (yds) 487.3 Fill 7ve —End Dist (ft) Volume M 2 cy 1278 1194 1.67 73.8 1109 1004 2 74.3 898 825 2 61.1 751 590 2 43.7 429 215 2 15.9 1427 1233 2 91.3 1039 854 2 63.3 669 531 2 39.3 393 264 2 19.6 135 68 2 5.0 0 2 0.0 0 L -..J 061 9/v r= 0 8 CTZ-T e'Z' oc�zl -Ln.9 62V 6col 0 Tq/ 8/21 77Zi 50 Grading Quantities (Total Site) Project s0506011 Landsverk Residence date 9/21/2005 Additional Not Cut Estimate 75 Cubic Yards By: RVS, PE Total Cut (yds) 74.6 Section Cut Ave E!'nnd Dist (ft) Volu e 2 cy 124 122 120 52.4 100 2 7.4 118 147.6 140 2 10.4 116 131.9 226 2 16.8 114 320.75 33.4 2 24.7 112' 346.5 173 2.4 15.4 110 0 108 106 104 102 100 Total Fill (ydS) 0.0 Fill Of) Ave End Dist (ft) 2 Volume cy 0 2 0.0 0 2 0.0 0 2 0.0 0 2 0.0 0 2 0.0 0 2 0,0 0 2 0.0 0 2 0.0 0 2 0.0 0 2 0.0 0 2 0.0 0 0 06T oc;� 9 Z- -� Cl/ I .Ln.9 W'4 3EMENT F.F. ELEV-124�O� ELEV= 109.6' B1=113-85 c LE�= 10 .61 EV=l� 4�L — — TAROCKEF —B-0-ROCKER 4 p �D 401f 0 132 ..... . .... ...... ... . . . 130- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i28 - ......... ... ... ........... ... ........... . 126 124- - - 2 ....... ........ ......... . ........... BaSTING . . . ...... 120 . . . . . ............ �GRADE :52.4'sq ft ................ .. ........... : ' 147.6 sq ft ... 118 ......... ........ ......... sq ft' 6 ........ ...... % 321 �q ft SEC— c—:Rq : '114 7E ... ... I ... . ............. 346.5 sq ft: C A 4 C S .... 112- r- GRADING SEMON -Alto A 110 ...... ADDMONAL SQUARE ......... F66f AdE. (-PiE R. -L-EV- E-L)' NTS 108 ..... 117 C. 1 S) 11 March 18, 2005 0 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - ED�AONDS, WA 98020 - (425) . 771-0220 - FAX (425) 771-0221 Website: www.ci.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering Landsverk Quality Homes, Inc. 19511 94 th Place West Edmonds, WA 98020 Subject: Determination regarding Critical Areas Checklist: CA-05-1 0 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. GARY HAAKENSON MAYOR The 'DETERMINATION" r.eached by the City is located on the reverse side of the form (bottom of page). IT IS VERY IMPORTANT FOR YOU TO RETAIN, A COPY OF THIS CRITICAL. AREAS "DETERMINATION" FOR YOUR RECORDS. Please examine this Determination for additional requirements. You may: need to submit additional information such as an Environmental Checklist or'Critical Areas Study. T . he Det�r'mihabo�h Areas Checklist you submitted is a siie7'speci fic' diatermination,.hot a project -specific determination. YOU MUST SUBMIT A COPY OF THE CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS OR YOUR APPLICATION WILL NOTBE PROCESSED. Permit applications include the -following: Building Permits Condiltionall.Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. 'Thank you, - Planning Secretary D:m�documentsl�peliman/CACLiefter.do6 Ltemp/jana/CACLlefterdoc Incorporated August 11, 1890 Sister City - Hekinan, Japan i I 0 0 CITY OF EDMONDS TRAFFIC IMPACT ANALYSIS Name of Proposed Project: Owner/Applicant: =071 1TV W9J, A Ud 10F U. Name Street/Mailing Address -T STtate— zip Telephone: 4:21,:) 4 -2 WORK SHEET Applicant Contact Person: &me 1A fi&V&& Nanie" ' - - - - In Street/Mailing Address !CA0y---/ city State Zip Telephone: Traffic Engineer who prepared the Traffic Impact Analysis: Firm Name 1. PROJECT DESCRIPTION a. Street address (if known): Contact Name tL Telephone b. Location: (Attach a vicinity map and site plan.) c. Specify existing land use: 1 Oda laij V. d. Specify proposed type and size of development: e. When will the project begin construction and when w* it e completed? f Define proposed access locations: P g. , Define proposed sight distance at site eg*ress locations: Page I jz 2. TRIP GENERATION a. Existing Site Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT b. Proposed Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT Net New Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT d. State assumptions and methodology for internal, link -diverted or passby trips: Page 2 41� 1 0 0 3. TRIP DISTRIBUTION Prepare and attach a graphic showing project trip distribution percentages and assignments. 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? b. Intersection Level of Service Analysis; • Existing Conditions LOS Delays • Year of Opening LOS Delays • Five Years Beyond Change of Land Use LOS . Delays (Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer.) c. Describe channelization warrants: (Attach stripingplan.) d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50% 95% • Existing Conditions • Year of Opening Five Years Beyond Change of Land Use e. If appropriate, state stop sign and signal warrants: f. Summarize local accident history: Page 3 5. TRAFFIC VOLUMES a. Describe existing ADT and peak -hour counts, including turning movements, on street adjacent to and directly impacted by the project. b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is fully open (with and without project traffic). c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been fully open (with andMthout project traffic). d. State annual background traffic growth factor and source: 6. LEVEL OF SERVICE ANALYSIS Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by ten or more peak - hour trips. Other City -planned developments must also be factored into the LOS calculations. I Existing LOS: Existing Condition: Year of Opening LOS: With Project: Without Project: Page 4 Five Years After Openin LOS: With Project: Without Project: Note any assumptions/variations to standard analysis default values and justifications: 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. 4 SAENGRU)arre11\Cfty Pmjects\T1A GuidefineATraflnipAnalyWork 9-04.&c Page 5 ,, , I,; VA*J,�Cf NAME. PROJECT ADDRESS: tfrr rp r- , /-/ 47, - d APRLIh�i&V REMIPT DATE: ; iv��- all� RelINA468 -W tillAhmkW CCHMM - PLANNING WTRISWR I STREET I ENGNMG SINGLE FAMILY/K)LTIPLE/CU44EMIAL (Circle One) F" BUILDING SELUACKS CHECKED - Plarm-ing 6 VARIANCE/SETPACK ADJ. CONDITIONAL USE PM*9T ADB REQUIREMENTS CHSCM 111711 /77777T/7 MHER ZCNING REQUIRDOM ITIT17 7TITTF17 -7 7/777F/777 ENVIRMIMMAL FEAUMES T11M W/�/ 77771771 ACCESS SLOPE & VEHICLE AOMSS DRAINAGE PLAN (On Si te) SIREET FILE 77TF17 7TFITIT17 7 LEGAL DESCRIPTICN vFRIpICATICN 7TTT= 77 7 7 7 7 7 77 ffITI-177 QUIT*CLAIM/DFDICATICNS 10 EASEMEW PUBLIC/PRIVATE TE - - - - - - - - - ------- CALCULATE SBM CaMEMON IF NO -LIDO 12 PLAT/SUBDIVISICN REQUIRDOM 7////7 13 RIGHT-OF-WAY CONSTRUCTICN PERMIT REM' Aq 77F17 7P ////// ///////// ////// // 14 BCND REOD FOR PUBLIC IMPROVDOM SOITS CONDITIMIS & GROUND 777777 777/7777T ////// ///////// 17TF17771117 ///////// A"77TI-1 //////// � 15 16 WATER FIEW CHOCKED - ////// ///////// 7/77T/777 ///////// 17 STREET PAVTNG REQUIRED 7777= ////// ///////// 11117 ///////// CLJRB AND GMTER REQUIRED ITT777 -R7MT17 18 STDEW . ALK REQUIRED 7771-7777T 19 CURB CUT FOR DRIVEWAY RECO Al 20 STREET_N��STGN %M . -77TFff 117777P7 11171 21 - On MR SIGNING ELX)�M //Mt 77777TR7 ///////// 1117777777 22 ////// 7T17T1777 ///////// 23 SIDE SEWER AVAILABIWI; e-t7w ..... 24 aISTING %ATER MAM SIZE AlATER Mn SIZE 11-11-117777 25 - 7 7TR 7 7 TTI TFT77 111flIff 7TIT177R7 //////// MRVICE LINE SIZE 26 IYDRANT REQUIRED TT17TTR7 77 7 / 7 7 7 7 77TTF17177 ' 27 7TTITTR7 MRANT SIZE EXISTING 28 WSS CCNNECTICN INSPECTIM REDD 29 - -TITI-RT97 ATM MMMR OLMM REX)D 30 77T/-///-//7 FIRE LINE CHARGE RECjD SpRINKLF 31 TREET CUT 32 PEN DITCH EXISTING IL11 33 0 E MEMO TO: Building Division FROM: Engineering Division A� ,Z�( SUBJECT: After review of the subject building permit application, we have the following comments: 1) Connection to City water system required. 2) Connection to City sanitary sewer system required. 3) Right-of-way permit required for any work on City property. 4) Driveway slope not to exceed 14%. 5) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 6) Water and sewer lines to be separated by 10 foot minimum. 7) Builder/owner responsible for' containing all temporary runoff and erosion on site and may not impact neig�boring properties in any way. 8) Construction hours from 7:00 a.m. to 10:00 p.m. on weekdays and 10:00 a.m. to 6:00 p.m. on weekends and holidays. A 0/0 - Z � o' '/',C-, .1 1 A CL LL) LL) 0 ------------ Z 0 0 _L7�1 C) -.111"0 Z Lj w 002 O's/ 10 LLJ LL) F- (r hAIC CL (10 07� LL A\... ' '671 C) D V) LL) ej Njj.L-qcirjnoA,,� z U) 3NI-I 0_ 0 L f LLJ z F- 0 U) 0 LLJ 0 71 UL 0 cli ui CL e—I z 0 U) Lli CD _j C) Lij CL D 0 F- z ui 0 Or- ui Cl. tf) Or- ui 0 FILE Li P Pu-: P, STREff CA\-rcH B,NS IN (V r, N-r DETEiMON PIPE Lr."CTH C0V4-rV10L C/�TC� I' Milk! 1 2' Wt.% CDVFP, 1/17 5LOPE— ILL SYSTEM CROSS SECTION SEE PAGE 3 FOR OUTLET CONTROL DETAIL 0 Lrr L CT cov-rrROL� -Y4� 1 " - 3. 1-4 V 'TO OUTL-ET (NIP RA-P OR P,UNOF F D--- , A.- - ' S;'ALL.S (Ok uo.�O F-Kc.%I C Lr7 L . . . . . . . . . . CC K4-r ROL RIPRAR OUTLET WAJ �4 CV-;7 C, k.,-- F-7 -N R-0 L -rP,--NCA, MIN 10' LONG, A* PER.F P,pa -M 5e -4., ;,%P'%k WIT $4 CAP-5 RI INInc-c- c-p -0-1 C.A U, C. r,% UUI '000f CITY OF jq!�-2q 01 to LLo STANDARD DR'AINAG:-:' PLAN DETENTION SYSTEV, PAGE I OF 3 for -AL�� location plan by D & Er--r--, -71- phone 7Z -�-e::, date �:z .9 DESIGN DATA System Imperm Pipe Number Area Diam W64- Z4" 13&' Pipe Length 171, Orifice Diameter �-5 1 NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the resoonsibility of the property owner(s). Iliaterial accumulated in the storage pipe must be flushed out and rem-oved from catch basins to allow proper operation. The outlet control orifice must be kep, open a, all times. "Viv). P1 06itl�-I /L p P aA it-( AC?-C- 0 1 t-4 # 5 EOMONOS STANDARD DRA114AG:—:- PLAN 7 U P P P- R. C t,-rr- H BASIN (yr wr DETEWT1014 PIPE LE"CTH MIW C-0 V I P, COV4�VIOL CATC-1 17 5LOPE— SYSTEM CROSS SECTION SEE PAGE 3 FOR OUTLET CONTROL DETAIL 0 Lrr L CT co v4T RoL� 4 TO OUTL-ET (rx,i P RAP OR PIUNOF F SPRU,DEZ) Z' . G" D�--, , S;,�\L.Ls (.ICO-0 2, r—;ZUS;AED ROCK 0 U-7 L E—, CC N1—;Lc)L RIPRAD OUTLET P,Z'4C-A, MIN 10' L0NG. C C= N L '?==Z;z P%Pt5,,WI—,H CAP-$ RUNOFF SPREADER OUTLET.,A DETENTION SYSTEM, PAGE I OF 3 Q I for _(Zpq location plan by D e) �-(-& - 0 phone 97Z -�-etl date DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the resoonsibility of the property owner(s). liaterial accumulated in the storage Pipe must be flushed out and rem-oved fron catch basins to allow proper operation. The outlet control orifice must be kep, open a, all times. 'IF e4leLic --PaA iH A 0 1 t-4 14 CITY OF EOMONOS 0 .. Z < 0 M --I :0 M Ul -0 0 C/) m 0 -4 z m 0 rfl —1 -u z r- 4" (0 TI CI- W-1 LIWE A C > z DO U) C 0 Z 9C5 A 0 0 f- I m Z: m 0 0 rn m x U) Z5 Z co Z 1-0 Tj L 7,z cn ---j --A RTRINP ol-�TLE7 > --lo M Z M > > Z x C) --A 0 rn 0 0 N Z ;o 0 Cf) > Z > A Cl) m M z 03 'C L C— 4) Ur4w - . ,��ISTCP- -�.Lbtlj .. \// /-.? FT t� Tz &.-rc 9-, - Z's 0 /4" T V4 ca -T/L 7-4 0--;� p I —pe- RaLIC— DF-A,.j�j4,(::rF 01%H PLO,,,, IIT L) F-1-7 L) FL t-A ?--I. Ty 7r-a3-S -TO f-V,7- -40/ Al A:) J_ so 1AI-pis AD'o ka Go %j is'o" Wk rLT&a. \,Z 3,S Ivo, 40.0 12U;Zvjcy. ri 84.4 /A 14- 4r r::> IZ I V E: . . . . ...... ... .. ...... Thtis s lat correc represents a survey made'by me or -under My direction in conformance w h he r ui n 0 o�p te state, cou,nty, and city statute and ordinance. '14-+h PL W W Date Certificate f(o 1 -70 E W T IRA C T S z Short Subdiv. No. E A 0 rr' D NI D Uj t PL -4 C'c ........................................................... L.SIOR 0 C) U.1 z 2 Iss-oo C) CY. 0 0 r . : . A Uj L .8.43' 3 25, 4 CD 33.61T SA W its's 96 I.F. 11,037 S.F. 10 U M CL S co _eY X LU '9 2 so... 161 L-104.14' L 57-28 lei L- 74. A-36 29,473 ZA 40* ROAD EASEmENT A.E NO. 1423034 t.G -0 J 241.84'- n LLJ _j 196rH Sr S. W. r) LL_ L0 J .7/ �24 1'. U_ V) T OUIND J\A Al H I N EFF? Y P U GE 484.07 7" - . ".toot, DEPIDT F . I VE: ACRE: LEGEND 0 SET MONUMENT 0 SET IRON REBAR W/CAP NO. 4561 0 EXISTING IRON PIPE C P L, LO RECORDING Y' OF EDMONDS .Y Page Of Associates, OF EDMONDS P.W. DEPT. ENGINEERING ,EXAMINEQ I BY DATEje That portion of Tract * 58, Edmonds Seaview Tracts, according to the Plat thereof recorded in Volume 3 of Plats, page 76, and Tracts 17 and 25, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 47, records of Snohomish County, Washin4ton, described as follows: Beginning at the southwest corner of said Tract 58; thence N0019127','E along the west line of said Tract 58 a distance of 89.00 feet; thence S89006'16"E 135.39 feet; thence N62*41112"E 10.13 feet; thence southeasterly along the arc of a curve, whose radius point bears N6703211911E 114.94 feet, a distance -of 74.06 feet; thence S59*22'45"E-159.35 feet to the northerly right-of-way line of SR 524; thence N85057153"W'along said right-of-way line 241.84 feet; thence northwesterly along the arc of a curve, whose radius point bears N400210711E 925.92 feet, a distance of 170.00jeet to the intersection of said right-of-way line with the north line of -said Tract 17; thence S89011120"E along the north line of said Tract 17, a distance of 84-.48 feet to the point of beginning. TOGETHER WITH and SUBJECT TO a 40-foot easement for ingress, egress and utilities as recorded under Auditor's File No. 1423034, records of Snohomish County, Washington. TOGETHER WITH an easement for ingress, egress and utilities over, under and through that portion of Tract 58, Edmonds Seaview Tracts, according to the plat thereof recorded in Volume 3 of Plats, page 76, and that portion of Tracts,17 and 25, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 47, records of Snohomish County, Washington, described as follows: Commencing at the southwest corner of said Tract 58; thence NO-19-27-t along the west line of said Tract 58 a distance of 254.23 feet to the northwest corner of said Tra6t 58; thence N83'56157"E along the north line of said Tract 58 a distance of 165..12 feet to the point of beginning,; thence continuing N8305615711E along said north line 251.31 fee-t.; thence S6*03103"E 10.00 feet; thence S83*56'57"W 193.00 feet; thence southwe,sterly along the art of a curve, whose radius point. -bears S660310YE 65.00 fe.et, a distance of 94.87 feet; thence SO'19'27"W 67.64 feet; thence southeasterly along the arc of a curve, whose radius point bears S89*40133"E 84.94 feet, a distance of 88.51 feet; thence S59*22'45"E 173.96 feet to the northerly right-of-way line of SR-524; thence westerly along the arc of a curve, whose radius point bears N1044'20"E 360.28 feet, a distance of 4.21 feet; thence S2024'30"W 20.00 feet; thence westerly along the arc of a curve, whose radius point bears N2'24'30"E 380.28 feet; a distance of 10.80� feet; thence N85'57'53"W 12.06.feot; thence N59022'45"W 159..35 feet; thence northwesterly along the arc of a curve; whose radius point bears N30*37'15"E 114.94 feet, a distance of 119.77 feet; thence [40019127"E 67.64 feet; thence northeasterly along the arc of a curve, whose radius point bears S89040'33"E 95.00 feet, a distance of 75.88 feet to the point of -beginning. STANDARD DETENTION S YSTEM- WORKSHEET (5000 SF OR LESS) CALC. BY: Kew 3)UN—ve—k ADDRESS: PHONE: 92-S-- 77.9 —/C 7-3 7 g ze-1 - 7 y 4^ p, k/ Eflipavol DATE: C--'— ey S- 4/77,3 Eq0k IMPERVIOUS SUFACE AREA- — — I PIPE DIA PIPE LENGTH I ORIFICE FOOTING DRAINS SHALL NOT RIM ELEV. //0 FINISHED GRADE DETENTION PIPE LENGTH — 0.5%TO1.0%SLOPE UPPER CATCH BASIN ELEV. /07 CONTROLCB BE CONNECTED TO DETENTION SYSTEM OCKING LID (TYP.) r IM ELEV * //0 6' Min. clearance J07 I easureu "Orn LOP 01 RIM EL CVonc. box or riser. TO CITY CONVEYANCE INV. ELEV. 1406'9 INV. ELEV. 0/1 6 �ONTROL 9. RIFICE -71e "STREET FILE 2'X2'Xl 2" DEEP CONTROL CATCH BASIN (4--6- QUARRY SPALLS OR EQUAL) OVER FROM CONTROL�B� CONTROL CB RIPRAP OUTLET SHALL BE PERPENDICULAR TO SPREADER TRENCH PERF. PIPE SHALL BE LEVEL & CAPPED AT ENDS- NOTES 1 SPREADER TRENCH TRENCH SHALL BE LINED WITH MIRAF1 &ON TOP WASHED DRAIN ROCK 1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. CITY STORM CONVEYANCE SYSTEM -SPREADER TRENCH SHALL BE AMIN. OF 10'LONG AND PERPENDICULAR TO CONTROL CB. RECEwED AUG 10 2005 PERMIT COUNTER a/ , DATE 161,067 SE 13-27-3 C) 162.067 ArE e4—,27-3 __T_ R;� AH EOM 2" PE CAP 300'N CIL & 5'E-W ESMT (_:)N CIL & L_JE-W ESMT N, AI IN - - - - - - - - - - - - - - - - - - - - - - - - - - - N. N, 6" MOM" Mm., r518 --mom mom 1215 IP GAS R t F N I 9�_, N.-ft C* 518" 140'S V_ C* T. 1999 r1q1 y Lb0) 0 C\? il 112"4111"1 1. IF THE TRENCH BOTTOM CONTAINS ANY SHARP OR UNUSUALLY I ROUGH SURFACES. A MINIMUM OF 3" OF INITIAL BACKFILL MATERIAL Final Grade IS REQUIRED TO BED THE PIPE. UNLESS THE CARRIER PIPE IS . . . . . . . . . . ENCASED OR WRAPPED WITH AN APPROVED ROCK SHIELD MATERIAL 71 A' " ",4 -v "s, 2. INITIAL BACKFILL SHALL BE SAND, NATIVE SOIL, OR SOIL -BASED SELECT MATERIAL THAT DOES NOT CONTAIN ANY SHARP ROCKS OR ROCKS DIAMETER. SEE PSE SPECIFICATION 1275.1380, Em . iffill LARGER THAN 1/2 FinalBackfill :V, "SAND BACKFILL FOR GAS PIPE, ELECTRICAL CONDUIT, AND CABLE. 42" Depth 3. A MINIMUM OF 6" OF INITIAL BACKFILL SHALL BE PLACED OVER THE GAS ffl", rN PIPE. IF THE NATIVE SOIL CONTAINS ROCKS LARGER THAN 6* DIAMETER, 60 Send "Ing THEN A TOTAL OF 12* OF INITIAL BACKFILL SHALL BE PLACED OVER THE GAS PIPE. 3" Send Bedding 4. IF THE CARRIER PIPE IS ENCASED, INITIAL BACKFILL IS NOT REQUIRED. THE BACKFILL MATERIAL SHALL MEET FINAL BACKFILL MATERIAL REQUIREMENTS. WHERE THE CARIER PIPE ENTERS AND EXITS THE CASING, THE INITAL BACKFILL AND BEDDING REQUIREMENTS APPLY. 5. FINAL BACKFILL MAY BE SOIL -BASED SELECT MATERIAL OR NATIVE SOIL, GAS PIPE DIRECT BURY BUT SHALL BE FREE OF CONSTRUCTION DEBRIS AND SHALL NOT CONTAIN CUSTOMER PROVIDED TRENCH ROCKS LARGER THAN 10" DIAMETER TO PREVENT IMPEDANCE OF GAS SYSTEM MAINTENANCE. NTS PROPOSED 2" PE IP MAIN IN CUSTOMER PROVIDED TRENCH 5-E-W ESMT L-2)E-W ESMT ROPE PROPOSED MAIN FROM (_2)N CIL & L-2)E CIL TO (__.2)N CIL & L_2)E CL 60, RXW co 000 00 000 0000 wwwo 0000 Ip C,4 2" POILYVALVE (VALVE IN OPEN POSMON) VALVE SUPPORT & BOX 5'S CL & 2071- CL' L-_2)S CIL 1,_IE CIL T1E4N 6"x2" PE BRANCH SADDLE O'S CIL & 20'E CL (_18 CIL & (_JE CIL FITTER (CHECK BOX IF COMPLETE) Work area left in Clean & Safe ondition Complete all Pipe Tables and Gas Pressure Stamp Field changes Red -Lined on as -built Material verified and Changes oted on paperwork All, Valve & Tie-in Locations oted on as -built Note beginning of Main, EOM & Une of Main locations Show Rope Locations & Cul-de-sac Radius Foreman's Signature Company PILCHUCK Date STANDARD GAS CONSTRUCTION NOTES: 1. FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344 2. NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR.TO JOB START (SEE PERMIT REQUIRMENTS). 3. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. 4. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. 5. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE MEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE. 6. ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 7. COMPLETE "PIPE CONDITION REPORT" ON ALL METALIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION. 8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2500. 9. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY ACCESSIBLE,. AND FOR ALL VALVES WHERE PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX. 10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 11. SYSTEM MAOP DENOTED BY; SYSTEM MAOP _A5.. PSIG 12. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED. 13. RESTORE ALL DRIVEWAYS, SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200. 15. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400. 16. IF METALLIC PIPE IS INVOLVED. COORDINATE INSTALLATION WITH CP TECH. --------- --------- PHONE 17. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS -BUILT IN RED. DENOTES FOOTAGE BETWEEN FITTINGS. GAS MAIN lNsTALLA-noNmEnREMENT Pipe Size K2" Type Estimated Length Actual Length Manufacturer -TypetWork INSTALL PE 70, TRENCH 2- 'PE 240' GAS MAIN PRESSURE & TESTING TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF TYPE TEST PRESSURE TESTED BY DATE ON ITIME ON DATE OFF ITIME OFF Design Press 60 psig ISYS MAOP 45 p Ig PROJECT PHASE NOTIFit ORDER# SAP Superior Servioe/Mater Service/Mater Service/Meter ServicatMeter Ind. Service Ind. MSA Dis. Reg. i FT HP Svc/MSA Relocate Retirement X212213210 107026308 X212213954 106163855 Vicinity Map WORK SITE 6 Jr <htrrV .9L W. im4 94th 131 "4 �624) us �77 14� R 00 IS?, 7'. Its steop. NA0z"J'.'Wf0'rG0flfto'. i .......... Owner/ Developer Contioct Inth LANDSVERK QUALITY HOMES, INC 21118 66 AV W LYNNWOOD, WA 98037 ATTN: DUANE LANDSVERK 425-742-2742 office CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES REAL ESTATE/EASEMENT PERMIT CSE EDMONDS FUNCTION CONTACT PHONE DATE PROJECT MGR KIM GRAY 206-418-4233 110120105 ENGR-GAS DRAWNBY JOHN MOSS 200-418-4253 10/27105 CHECKED BY P.McGHUE 206-418-4214 115.2) 0 COUNTY EMER SECT GAS INK CTR APPROVED BY KIM GRAY 206-418-4233 SNOHOMISH 4 MCNSEG. CP APPROVAL 1/4 SEC OP MAP PLATMAP SE 13-27-03 160.062 162.067 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# TUGET SOUND LANDSVERK QUALITY HOMES9 INC 2" PE 1P MAIN EXTENSION 19524 94 PL W, EDMONDS, WA 98020 DESIGNED BY PILCHUCK CONTRACTORS INC. Contractor CONSTRUCTION COST CODES: 051-103-11 1 T I Project Manager Contact Inforination: KIM GRAY CELL: 425-290-2678 EMAIL: kim.GRAY@pso.com REV* DATE BY DESCRIPTION 3 2 1 SCALE: PAGE 1" 50' 1 1/1 SURVEY NOTE SOUND STRUCTURAL SOLUTIONS INC DID NOT PERFORM A BOUNDARY OR TOPOGRAPHIC SURVEY ON THIS PROJECT. THE INFORMATION SHOWN IS BASED ON A SURVEY BY OTHERS. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING ELEVATIONS ARE REPRESENTED AND INFORM THE ENGINEER IF CONFLICTS OR DISCREPENCIES ARE ENCOUNTERED, TOPOGRAPHIC & SURVEY INFORMATION PROVIDED BY: THE WEST GROUP, INC. Professional Land Surveyors & Planners 212OHewitt Ave. - Everett, WA 98201 (425) 252-7088 ph (425) 252-7403 fax ROCKERY ELEVATIONS ID I HGT IT.O.R B.O.R Al 1 7.9 1 121.4 113.5 A2 7.9 121.4 113.5 A3 ,6 7.6 121.1 1115 A4 7.2 120.7 1 113.5 A5 6.8 120.3 1 113,5 A6 5.7 119.2 113.5 A7 3. 1 116.6 113.5 B 1 40.2 112 107.8 B2 5,5 112 106.5 B3 7.1 112 1 104.9 84 7.9 111 1 103.1 135 7,9 109.9 1 Of- B6 7.4 110 1 102 . 6 B7 7.6 111 103.4 B8 7A 112- 104.6 B9 7.4 112 104.6 B10 7.9 111.3 103.4 B11 7.8 Ill 102.2 B12 7.9 110 101.9 B13 7,9 110 102.1 B14 7,9 110.9 103 815 7.9 111.9 104 816 7,0 112 105 B17 6.0 112 106 818 5.0 112 107 819 4.5 112 107.5 B20 4,2 112 107.8 821 3.5 112 108.5 B22 3.1 112 108.9 823 4.0 112 108 B24 A4.0112 108 B25 3.0 112 109 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVILENT TO ATTACH FABRIC TO POSTS. FILTER FABRIC 6'MAX. 2"x? BY 14 Ga, WIRE OR EQUIVILENT, IF STANDARD STRENGTH FABRIC IS USED, NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG 2141 CONTOUR WHENEVER POSSIBLE I I 11.011 MINIMUM MIN BACKFILL TRENCH WITH vv 4"X4" TRENCH Az73/8"-13' WASHED GRAVEL 2"X2" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIWLENT (TYPICAL) MAINTENANCE STANDARDS 1. ANY DAMAGE SHAI I BE REPAIRED IMMEDIATELY 2. IF CONCENTRATED FLOWS ARE EVIDENT UP HILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED M A SEDIMENT TRAP OR POND, 3. IT IS IMPORTANT To CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. S. IF THE FILTER FABRIC HAS DETERIORATED DUE To ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE NOT TO SCALE SILT FENCE (1) 050723 EX -HOUSE 1 2�4 �4 THE ENTRANCE SHALL BE MAIN7TNE65N A CONDITION WHICH WILL PREVENT TRAVOR FLOW OF MUD ONTO THE PUBLIC I� RIGHT-OF-WAY, THIS MAY IRE PERIODIC TOP DRESSING WITH 2-IWNCH,,,T AN RE Al ANE i�,QNE, AS CONDITIONS DEM D AND P R CLEANOUT OF ANY STJ 7URES USED TO TRAP SEDIMENT. ALL MATEN ILLED, DROPPED, WASHED OR TRACKED FRO : VEHIC WDWAYS OR INTO STORM DRAINS MUST BE D IMMEDIATELY, 77�� 400"�, 4000� 25'MIN RADIUS CONSTRUCTION ENTRANCE NOT TO SCALE CONSTRUCTION ENTRANCE (1) 050723 EX -CB G�)��M= �1307T 1 1E 12" 128.49 >< TREE REMOVAL PLAN N A. NO TREES SHALL BE REMOVED FROM THE PLAN UNTIL AN INITIAL SITE VISIT WITH THE CITY OF EDMONDS PLANNING DEPARTMENT B. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO MEET CITY REPRESENTATIVES ON SIGHT TO MUTUALLY DETERMINE WHICH TREES QUALIFY FOR REMOVAL. C. THOSE TREES THAT QUALIFY FOR REMOVAL ARE EITHER DEAD, DISEASED, DYING OR DANGEROUS. ALL EXPOSED SURFACES TO BE COVERED VVITHIN 2 DAYS LEGEND IMMAGF, RUNOFF WATERI w/SEDIMENT GRATE X,N 2 � =R.' MANUFACTURED OVERFLOW HOLE2-- 4 FILTEF FABRIC ARE REQUIRED INSERT STORAWATCH OIL ABSORBENT� MATERIAL -i SEDIME:NTY SEDIME INSER7 SHOW AS EXkMPLE FILTERE . CATCA BASIN WATER I NOTEi GULLYWASHER', 'SILT SACK', OR OTHER APPROVED CATCi BASIN INSERT MAY BE USED F13R INLET PROTECTION, CONTACTj PRICE-MO13N ENTERPRISES PHi 360-563-6709 ER 'SILTSACK' BY ACF ENVIRONMENTAL AT PHi 1-800-644-9223 (OR APPR13VED EQUAL), TEMPORARY INLET PROTECTION DO NOT SCALE EXISTING - SS SANITARY SEWER - SD STORM DRAIN - w WATER LINE % 20' WILDLIFE HABITAT BUFFER sf SILT FENCE + EXISTING MONUMENT SET REAB/CAP L.S. #30442 WATER METER EX. FIRE HYDRANT M WATER VALVE GV GAS VALVE POWER VAULT -0- UTILITY POLE E- UTILITY ANCHOR TELEPHONE RISER YARDLIGHT BLOW OFF MAIL BOX M JUNCTION BOX STREET SIGN STREET LIGHT EX. CB, TYPE I CATCH BASIN TYPE 2 0 SAN SWR. MANHOLE 0 EXISTING DECIDUOUS TREE HAUL ROAD MAP ice West - Edmonds, Washington PROPOSED UNDERGROUND UPT POWER & PHONE ss SANITARY SEWER. SD STORM DRAIN VV WATER LINE G GAS LINE NEW CB, TYPE I-L PROPOSED TOPOGRAPHY PROPOSED DECIDUOUS TREE REMOVAL T (Ds) PROPOSED DOWNSPOUT 0,,JCO) PROPOSED CLEANOUT E3 PROPOSED WATER METER MOTED i--06 'EERIINNGU tc)[1 Dcmc.', VICINITY MAP 21118 66th Ave West Lynnwood, WA 98037 425-778-1023 Phone 425-675-3365 Fax 19524 94th Place West - Edmonds, Washington EROSION & SEDIMENTATION CONTROL NOTES: A. PRIOR TO BEGINNING EARTH DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, ALL CLEARING LIMITS, EASEMENTS, SETBACKS, TREES AND DRAINAGE COURSES SHALL BE CLEARLY DEFINED AND MARKED IN THE FIELD TO PREVENT DAMAGE AND OFFSITE IMPACTS. B. CONSTRUCTION VEHICLE ACCESS AND EXIT SHALL BE LIMITED TO ONE ROUTE WHENEVER POSSIBLE. ACCESS POINTS SHALL BE STABILIZED WITH A CONSTRUCTION ENTRANCE PER DETAIL "CONSTRUCTION ENTRANCE". WHEEL WASH OR TIRE BATHS SHALL BE LOCATED ON -SITE. SEDIMENT SHALL BE REMOVED FROM THE PAVEMENT BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING WILL ONLY BE ALLOWED AFTER SEDIMENT IS REMOVED IN THIS MANNER, PAVEMENT WASHING SHALL NOT OCCUR UNTIL ALL STORM DRAIN INLETS, LOCATED DOWNSTREAM OF THE WASHING AREA, HAVE BEEN PROTECTED BY PLACEMENT OF A FILTER CLOTH UNDER THE INLET GRATE, C. PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM EROSION THAT MAY ARISE AS A RESULT OF THE INCREASES IN VOLUME, VELOCITY, OR PEAK FLOW RATE OF STORMWATER RUNOFF FROM THE PROJECT SITE. D. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY THE PLACEMENT OF SOD OR OTHER VEGETATION, PLASTIC COVERING, MULCHING, APPLICATION OF BASE ROCK WITHIN AREAS M BE PAVED, OR SOME OTHER APPROVED MEANS, TO PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT AND FLOWING WATER. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS, FROM MAY I THROUGH SEPTEMBER 30, NO SOIL SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. THIS CONDITION APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL GRADE OR NOT. THE SOIL STABILIZATION MEASURES SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, ESTIMATED DURATION OF USE, AND THE POTENTIAL WATER QUALITY IMPACTS THAT THE STABILIZATION MEASURES MAY HAVE ON THE DOWNSTREAM WATERS. SOIL STOCKPILES SHALL BE STABILIZED AND PROTECTED WITH SEDIMENT TRAPPING MEASURES. E. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER LANDSVERK RESIDENCE THAT WILL MINIMIZE EROSION. REDUCE SLOPE RUNOFF VELOCITIES BY (1) REDUCING THE LENGTH OF CONTINUOUS SLOPES BY USING TERRACING AND DIVERSIONS, (2) REDUCING THE GRADE OF THE SLOPE, AND (3) ROUGHEN SLOPE rGRADING, EROSION & SURFACE. CONTAIN DOWN SLOPE COLLECTED WATER IN PIPES OR PROTECTED SEDIMENTATION S M T CONTROL PLAN CO T OL P CHANNELS. F. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE PLANS, DETAILS SYSTEM WITHOUT FIRST BEING FILTERED OR TREATED TO REMOVE SEDIMENTS. AND NOTES G. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION. STABILIZATION, INCLUDING SITE ADDRESS ARMORING MATERIAL, ADEQUATE TO PREVENT EROSION AT ALL DISCHARGE 19524 94th Place West POINTS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES, SHALL BE Edmonds, Washington PROVIDED, H. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER, MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES INVOLVING OIL CHANGES, HYDRAULIC SYSTEM DRAIN DOWN, SOLVENT AND DEGREASING CLEANING OPERATIONS AND OTHER ACTIVITIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMWATER RUNOFF, MUST BE CONDUCTED UNDER COVER AND ON IMPERVIOUS SURFACES. THESE SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY DISCHARGE OR DISCHARGED TO THE STORM DRAIN, OR ON -SITE STORMWATER TREATMENT SYSTEM. (4 7- 1. ALL FOUNDATION, VAULT, AND TRENCH DE -WATERING WATER, WHICH HAS 40421 GIS'T . � IONAL SIMILAR CHARACTERISTICS TO STORMWATER RUNOFF AT THE SITE, SHALL BE DISCHARGED INTO A CONTROLLED CONVEYANCE SYSTEM, PRIOR TO DISCHARGE TO EXPIRES 12/04/ 06 A SEDIMENT TRAP OR SEDIMENT POND. CHANNELS MUST BE STABILIZED. 3. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. STREET FILE RESUB SEP 2 9 2005 BUILDING DEPARII-ENT CITY OF EDMONDS JOB # S0506011 DRAWN BY RVS CHKED BY RVS DATE 8/08/05 REVISION 9/27/05 Am" C 10' MINIMUM OBSERVATION WELL OBSERVATION WELL WITH METAL CAP AND LOCK DRAINAGE SYSTEM INFORMATION GENERAL NOTES: CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS WITH EXISTING THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION UTILMES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL EX -CB OWNER OF ANY CONFLICTS ENCOUNTERED, DETENTION SYSTEM, CATCH BASINS, EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS, THOSE RIM= 130.74 FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS SHALL COMPLY WITH THE UTILITIES SHOWN ARE APPROXIMATE, THE CONTRACTOR SHALL IE 12" 128.49 GOVERNING JURISDICTIONS ENGINEERING DESIGN AND DEVELOPMENT STANDARDS. USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW EX. CB #1 RIM 123.39 0 014 0 0 0 0 4" MIN, PERFORAT D IE 1211 120.29 0 0 '0,onoo PVC PIPE '116-'O'J00 RUN-OFF SPREADER TRENCH 1A11 4 InA X 130 10,4 't 135.39' 616 SURVEY NOTE 614 SOUND STRUCTURAL SOLUTIONS INC DID NOT PERFORM A BOUNDARY OR TOPOGRAPHIC SURVEY ON THIS PROJECT, THE INFORMATION SHOWN IS BASED ON A SURVEY BY OTHERS. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING ELEVATIONS ARE REPRESENTED AND INFORM THE ENGINEER IF CONFLICTS OR DISCREPENCIES ARE ENCOUNTERED. TOPOGRAPHIC & SURVEY INFORMATION PROVIDED BY: THE WEST GROUP, INC. Professional Land Surveyors & Planners 212OHewitt Ave. - Everett, WA 98201 (425) 252-7088 ph (425) 252-7403 fax TYPE I-L CB TOP= 110.0 '4CY A A- - OVERFLOW EL= 108.8 EX. CB #2 RIM 97.10 IE 12 90.2 UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABILIZING AND/011 REPAIRING SAID UTILITIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION, MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREEDr NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED, THE CONTRACTOR IS DIRECTED TO REVIEW ALL LA -UM ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND B I RIM= 123.39 ILR 1q0 0 gAR' THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. B.O. 7GTLEJ�V�= RS IE 12" 120.29 B BASEMENT F.F. ELEV=12411 I3_0RTG ELEV=109,6' 611 PVC 6" 6" x 6" PVC TEE X 611 PVC JJOUTLET IE=106,8 A10 ORIFICE EL=106.3 PVC INSIDE DIAMETER CAP 7- SECURE WITH ADHESIVE & DRILL 7/8" ORIFICE IN 9" MIN. A CENTER OF CAP. 4 STAINLESS STEEL SCREWS. r d, FLOW RESTRICTOR DEVICE DO NOT KALE FLOW RESTRICTOR. DEVICE (1) 050803 )0 EX-SSMH RIM= 73.39 IE N 8"= 66.49 IE W 12"= 65.09 DRAINAGE CONTROL PLAN Scale: 1" 20' 6" -24" 6" 7/7 //11 2'MIN COVER /* / ... . ...... 1.75' 6J 7T DETENTION PIPE BEDDING DO NOT SCALE COMPACTED NATIVE MATERIAL OR APPROVED FILL AS REQUIRED 20DIA, DETENTION PIPE TRENCH FILLED WITH GRAVEL OR PEA GRAVEL 3/4" TO 1-1/2" WASHED DETENTION PIPE BEDDING (1) 050801 NOTES 1. CATCHRAM TO BE CMSnWXM fiV ACCORA4NCE WTH ASIM C 478 (AASHT0 H 199) & ASM C 890 UNLESS OMMSE SHOWN ON PLANS OR NOTED W THE WSDOT / APWA SPECMIM Ago- ko Now 2. REWORONG SIALL BE EQUIWALENT TO WaDED WIRE FASW R400 A MANNUM AM OF 0. 12 SWUARE INCHES PER FOOT. WELDED WIRE FAMC SHALL COMPLY TO AM A 497 (AASHTO U221) WIRE FABRIC SHALL NOT BE PLACED #1 M KNOCKOUM J. THE BOTWU OF' TfE PRECAST BASE SECTION MAY BE ROUNDED. 4 PRECAST BASES SHAU BE FURNSHED WITH CUMUTS OR KNOCKOUM KNOCKOUTS S%94U k4VE A WAU ThICKNEZ OF 2' MMUM. ooA l 5. XNOCKOUTS U4Y BE ON AM 4 SIM WITH MAXVJM DkWETER OF 20". -D' KNOCKOUTS 94Y BE OTHER ROUND OR SIAM. RPE TO BE INSTALLED IN FACTORY SUPPLIED I(NOCKOUTS. T� J '5>,�r,. 7. THE TAFER ON THE SIDES OF THE _*41111 PWC45T BASE SECWN AND RISER SECWN WU NOT EXCEW 112- PER FT. 8 CONCRETE #LET FIMME AM WATE SWU BE IN ACCORDANCE WITH THE WSOOT "Al MEET TIE =0=00F FEDERAL 3" SPECMWN RR-F-6210, MA17W SURFA= SHALL BE FINWIED TO AZURE NON -ROCKING RT. 9. FWX AND WATE M4Y BE 2 mmm wo FLANGE DOW OR CAST wo ffaR. & , SEE TW SECTION 5-06 1711 WS= / APWA AM ?-A CATCH BASIN TYPE I 4"'MIN DO NOT SCALE PROPOSED CB #1 SEE FLOW RESTRICTOR DEVICE DETAIL RIM 110 W (411) IE 108.5 E (2411) IE 107 PROPOSED CB #2 RIM 110 W (2411) IE 106.8 E (411) IE 106.8 LOCKWO FRWEAAO GRATE (SEE SID DWO 5-161 FOR DEIXILS) 2*X4X8* SOW BRICK USED FOR FINAL AW(6710ff TO CRAM 61 k� M". SEC77ON CLASS 4000 6' OR 12' CWETE RW -7 WCAST 84SE SE00N (WEASUREIENT AT THE TOP OF THEaw) 4 PROPOSED CB #3 RIM 107 SW (411) IE 104.6 NW (1211) IE 103.9 SE (1211) IE 103.8 ASSUMED FROM EX. CB#1 FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM NOTES 1. CATCH84SINS TO BE CONSTRUCTED IN ACCORDANCE IWTH ASIM C 478 (AASHTO M 199) & ASIM 0 890 UNLESS OTHEMSE SHOWN ON LOCAING FRAM AND GRATE PLANS OR NOTED IN THE MOT / AMA (SEE STO DW 5-180 FOR SPECF077M DEIAILS) 2. RONFORM SHAU BE EQUNA" TO waDED WRE 649ft HAYM A ARNMIN AREA OF' 0. 12 SGUARE MCHES PER FOOT MUM M FABW SIAU COMPLY TO ASTU MTHE Un 1) *1RE FABRIC Sh4L NOT ,% 67(A KNOCKOUTS. 2X4X8' SOL0 BRICK USED FOR FN4L ADJUSTMENT TO GRADE. 6" J. THE BOTTOM OF THE PRE04ST a4SE SXT)CN NGH M". MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURN&O %M CUTOUTS OR KNOCKOUTS. KNOCKOUTS SWL HAVE A WALL THICKNESS OF 2' ANNUM. 6' OR 12' CONCRETE RISER a *MKOUTS MAY BE ON AU 4 SIDES WITH SECWN CLAW 4000 MAX#JUM DAMETER OF 28. KNOCKOUTS MAY BE CONCRETE OMER ROUND OR *0* SIADED. PIPE TO BE JNSTAUED IN FACTORY SUPPLIED KNOCKOUTS Ine 6. KNOCKOUT OR CUIOUT HOLE SIZE fS 0 N I EQUAL TO PIPE OUTER &AMETER PLUS CONCRETE INLET WALL THICKNEZ, i 6' CONCRETE REDWNG TOP 7. THE 1APER ON THE SIDES OF RE SLAB CLAZ 40DO PRECAST BASE SEC710M AND RSER SECWN CONCRETE MAU NOT EXCEED 112- PER Fr. VICINITY MAP 19524 94th Place West - Edmonds, Washington LEGAL DESCRIPTION LOT 1, CITY OF EDMONDS SHORT PLAT RECORDED UNDER RECORDING NUMBER 8408290222, RECORDS OF SNOHOMISH COUNTY, WASHINGTON SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. EXISTING USE: UNDEVELOPED SITE/PROJECT INFORMATION PROPOSED USE: SINGLE FAMILY RESIDENCE EXISTING ZONING: RI SITE AREA: 26240 ± SF SITE ADDRESS: 19524 94th Place West - Edmonds, WA IMPERVIOUS AREA: DRIVEWAY 963± SF BUILDING 4010± SF TOTAL = 4973± SF IMPERVIOUS COVERAGE = 19% XTREE REMOVAL PLAN A. NO TREES SHALL BE REMOVED FROM THE PLAN UN11L AN INITIAL SITE VISIT WITH THE CITY OF EDMONDS PLANNING DEPARTMENT B, THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO MEET CITY REPRESENTATIVES ON SIGHT TO MUTUALLY DETERMINE WHICH TREES QUALIFY FOR REMOVAL. C. THOSE TREES THAT QUALIFY FOR REMOVAL ARE EITHER DEAD, DISEASED, DYING OR DANGEROUS. PAVEMENT DETAIL DO NOT SCALE LEGEND EXISTING - ss SANITARY SEWER STORM DRAIN - SD - w WATER LINE - % 20'WILDLIFE HABITAT BUFFER - sf SILT FENCE + EXISTING MONUMENT SET REAB/CAP L.S. #30442 E13 WATER METER EX. FIRE HYDRANT WATER VALVE GV GAS VALVE POWER VAULT UTILITY POLE UTILITY ANCHOR TELEPHONE RISER YARD LIGHT BLOW OFF MAIL BOX M JUNCTION BOX n STREET SIGN STREET LIGHT EX. CB, TYPE I CATCH BASIN TYPE 2 0 SAN SWR. MANHOLE 0 EXISTING DECIDUOUS TREE PROPOSED UPT UNDERGROUND POWER & PHONE SS SANITARY SEWER STORM DRAIN SD VV WATER LINE G GAS LINE Is NEW CB, TYPE I-L PROPOSED TOPOGRAPHY PROPOSED DECIDUOUS TREE REMOVAL IT (DS) PROPOSED DOWNSPOUT CO) PROPOSED CLEANOUT E9 PROPOSED WATER METER AS NOTED ln�'QNIEERING 10 r Date. ( L RESUB SEP 9 9 2005 BUILDING DEPARTMENT r.1-ry oF EDMONDS 21118 66th Ave West Lynnwood, WA 98037 425-778-1023 Phone 425-675-3365 Fax [ANDSVERK RESIDENCE r � DRAINAGE CONTROL PLAN PLANS, DETAILS AND NOTES SITE ADDRESS 19524 94th Place West Edmonds, Washington AorvI V VY 4W L4 4.1 �1 T, ON L A EXPIRES 12/0416 oC - JOB # S0506011 DRAWN BY RVS CHKED BY RVS DATE 8/08/05 REVISION 9/20/05 9/26/05 dM Cz RESUB SEP 2 9 2005 BUILDING DEPARTMENT CITY OF EDMONDS 1 FT MIN WIDTH BETWEEN ROCKS AND EXCAVATION. IF ROCKERY ABUTS A PRIVATE DRIVE OR PROVIDE SWALE, GRADE AND DRIVEWAY, A TSKY DISTAKE SHAALL BE DRAIN TO APPROVED SYSTEM. MAIrfrAINED BETWEEN THE WALL FACE 12" OF COMPACTED SOIL OVER AND W OF ROM SURF) GEOTEXTILE SLOPE TO DRAIN UNDISTURBED NATIVE SOI EXISTING/ORIGINAL GRADE E!!] V 3: Auj 0 ee ROCK FILTER LAYER, 1'-0" MIN LEVEL GROUND 0 PROPERTY LINE 12" MINIMUM WIDTH U-1 QUARRY SPALLS 6 3/4" TO 4" IN SIZE IN, 0 GEOTEXTILE IN, Cr_ FILTER FABRIC ROAD SURFACE DIAMETER OF LARGEST ROCK 41N 6n DIA PERF ID SL IN BOTTOM COURSE OR 12", WHICHEVER IS GREATER ORIZ. IN BEDDING. SLOPE ,,,"'ORAIN PIPE CEN ED EQ EQ S ISTANCE SHALL NOT BE LESS THAN THE DR41N AND CONNECT TO . I STORM DRAIN SYSTEM. HEIG OF THE ROCKERYAND NOT LESS THAN 10 FT PROWDE CLEANOUTS. FRO EDGE OF ROAD WHEN SIDEWALKS ARE NOT PRE NT. DISTURBED NATIVE SOIL OR COMPACTED CRUSHED ROCK, AS REQUIRED ROCKERIES SHALL NOT BE CONSTRUCTED IN CITY R.O.W. OR OVER PUBLIC EASEMENTS GENERAL NOTES: 1. SPECIAL INSPECTOR SHALL VERIFY ROCKERY HEIGHT, FOUNDATION MATERIAL, AND ROCK SIZE 2, QUARRY SPALLS AND CRUSHED ROCK SHALL BE PLACED DIRECTLY FROM TRUCK OR OTHER SUITABLE CONTAINER IN ORDER TO MAINYTAIN CLEAN BACKFILL. 3, OPENINGS SHALL BECHINKED'WrrH QUARRY SPALLS. 4. ROCKERIES SHALL BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER IF GREATER THAN 8 FEET IN HEIGHT OR IF VARYING FROM THESE STANDARDS, OR IF THE CITY DETERMINES THAT SPECIAL CONDMONS (SUCH AS CRMCAL AREA OR MEADOWDALE EARTH SUBSIDENCE LANDSLIDE HAZARD AREA) EXIST. 1a90-199v ROCK SCHEDULE WALL HEIGHT1 I MINIMUM ROCK SIZE BASE TOP 2 FEET 2-MAN 2-MAN 4 FEET 3-MAN 2-MAN 6 FEET 4-MAN 2-MAN 5-MAN 2-MAN REVISIONS APPRnvFn my I MATC STANDARD DETAIL D. GEBERT 09/09/2005_ ROCKERY DETAIL DATE 4/1/03 SCALE NTS DWG NO. I I E 8.9 21118 66th Ave West Lynnwood, WA 98037 425-778-1023 Phone 425-675-3365 Fax sss@soundstructuralsolutions.com LANDSVERK RESIDENCE GRADING, EROSION & SEDIMENTATION CONTROL PLAN PLANS, DIETAILS AND NOTES SITE ADDRESS 19524 94th Place West Edmonds, Washington 6;�—' '� V S of��WA S L tOM2A EXPIRES 12/04/,5K I JOB # S0506011 DRAWN BY RVS CHKED BY RVS DATE 9/19/05 REVISION C3 SEP 2 2 20 BUILDING DEPARTMENT CITY OF EDMONDS (�l � �Z, RESUB SEP 2 9 2005 91111LDINR DEPARTMENT 'TY OF EDMONf),c; 9 3767 STREET FILE RESUB SEP 2 2 2005 BUILDING DEPARTMENT CITY OF EDMONDS