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10310 238TH ST SW.PDF111111111111 4163 10310 238TH ST SW ADDRESS: 57-6,70 ACCOUNT/PARCEL NUMBER: 6�1 47R� DD/) zy-F D� BUILDING PERMIT (NEW STRUCTURE): 0 COVENANTS (RECORDED) FOR: CRITICAL AREAS : 110— OD3 v DETERMINATION: ❑ Conditional Waiver ❑Study Required Yfwaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: l/ 5 J 1 2,— I b PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DA i*-b - 11�+ b clb- 13fi f LATEMP\DSTs\Forms\Street File Checklist.doc USE PERMIT CITY OF EDMONDS ZONE NUMBER ..may s• 960 CONSTRUCTION PERMIT APPLICATION JOB su E/APT# OWNER NAME/NAME OF BUSINESS ADDRESS '% �" LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. w MAILING ADDRESS O �� , ✓ r `� PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved ❑ CIjY ZIP TELEPHONE NUMBER RW Permit Required EXISTING REQUIRED DEDICATION Street Use Permit Req'd ❑ Inspection Required1-44 NA PROPOSED Sidewalk Required METJRJSIZE LINE SIZE NO. OF FIXTURES PRV R UIRED w ADDRESS VES NO ❑ U � ^ /^ t REMARKS a CITY , „ ZIP CL PHO�N��� (�,C-� •W/e(Nfj /�C-t17ra C!!t'✓G :.IL C7 i /V L_ NAME i•� L �J S /o %a RW/ /0 DD ESS F7AJA4- l�=A'9;W4 /, i-9- �'C��� cc ENGINEERING MEMO DATED REV EWED BY U CITY ZIP TELEPHONE NUMBERL Z VIRE MEMO DATED REVIEWED Y W STATE LICENSE NUMBER EXPIRATION DATE C s SIGN AREA SEPA REVIEW ADS NO. IIIIIIIII Legal Descrip loner f Property - in lud all a ements ALLOWED PROPOSED COMPLETE EXEMPT SHORELINE N z �1iT r 1 V EXP VARIANCE OR CU PLANNING REVIEW BY DATE o--� ,avl•- /4 /9G �, SETBACKS — FEET Q HEIGHT LOT COVERAGE Z w Property FRONT S• SIDE r r REAR 47 S Z Tar Account . /�" ^ ^ ^ / EMA S Parcel No. � •) T t ' � � �� • (' 1, (J 1 NEW RESIDENTIAL PLUMBING ADDITION COMMERCIAL MECHANICAL REMODEL APT. BLDG. SIGN ❑GR t1t /J�) FENCE CHECKED BY TYPE OF NSTRUCTION CODE i OCCUPANT REPAIR ICJ —{.+.t CYDS. (__x_� GRO r. DEMOLISH WOODSTOVE a SWIM POOL SPECIAL INSPECTOR .AREA &45 / OCCUPANT INSERT HOT TUB/SPA REQUIRED YES K�iJ y LOAD GARAGE RETAINING WALL/ 13 ROCKERY RENEWAL MARKS q PROGRESS INSPECTIONS PER UBC 305 = (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: S NUMBER NUMBER OF CRITICAL / ♦ / J Yl Lu 0 OF DWELLING AREAS STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE (ATTACH PLOT LAN) CiNS /L FINAL INSPECTION REQUIRED O O h • ' VALUATION FEE V PLAN CHECK FEE /JL.I v HBUILDING ell le, EAT SOURCE: GAZING '`tab j % PLUMBING Plan Check No. /_ MECHANICAL This Permit covers work to be done on private property ONLY, GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE 41 Permit Application:180 Days STORM DRAINAGE FEE U Permit Limit: I Year - Provided Work is Started Within 180 Days . "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE 250 y successors in Interest, agrees to Indemnify, defend and hold J harmless the City of Edmonds, Washington, Its officials, Q employees, and agents from any and all claims for damages of < whatever nature, arising directly or Indirectly from the Issuance = of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT omodify, waive or reduce any requirement of any city ordinance x nor limit In any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE h provision." ,< 1 hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL F Information given is correct; and that I am the owner, or the duly authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating construction; and In doing the work authoriz- AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is lion Insurance Bad RCW 18.27. / INSPECTIOIJ.. .acknowledged in pace provided. SIG U OW A NT) DATES NED DEPARTMENT ,' CITY OF o f�ISIG E AT i• ~ ' 3 �b­ EDMONDS CALL FOR AELEAr S 6ATE ATTENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE ��� Owwo UNTIL, A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ,. 11 ORIGINAL — File YELLOW — Inspector A CERTIFICATE ,OF ;OCCUPANCY HAS- BEEN GRANTED. UBC CHAPTER 3. ' '✓ PINK — Owner GOLD — Assessor 1.0 /0 CAREFREE' HOMES IN C , �U GV-Af)imG 'Rom � � ElZosraW �.ONT�OL ALL -M 915 1 lv PGAc,E �� Co BUST � E �t rV s � MAR 18 I999 2 3 9� k 5+_ S. W. PERMIT C srt,\aw a OUNTER Polo ID t✓r� SrARiLizr 3 t^ABkIG� i EN TEEVC-C co sz- GAp/llr� � 200' ` oo CE AR 42 3-U14 ( O1 5 4 -- - 6 1 23 43 7 / ... ........ ... I 44 B DPI/ /5' 45 3 ' - - - -J 9 r2 _._.......... __ 3 -Cm/ ri /4 - 46........ - - - -j 3 -C,19 /0 M /3 48 ' 237 th. PL. S.W. 53 t.. 54 55 53 j I 3 o r , N O V 58 GARDEN OF PRAYER /2 fn 1 5/ 52 57` GARDEN OF THE APOSTLE 238th :. 56 2 GARDEN OF MEDITATION N3 GARDEN OF THE LAST r7CH h. 2 h. PL. S.W, SUPPER GARDEN r' I / 2 -- : --- OF THE GOOD 3 4 ��11 20 /0 7 4 SHEPHERD 2 - - _..... 9 g J 6 5 L_....._.__..__.. ... .n I— _ /e /2 o RESTLAWN MEMORIAL GARDENS— O5 1 3-L _ .Z /7 /3 (4527) 7 _.. 2 / -- -- 3 /4 6 /6 ��. /5 ._ 3- 0 3 0 (5551) 9 4 5 6 /5 j /4 /3 /2 // /0 9 B 7 6 5 4 3 / 2 lV 34 33 : LL 2 240th PL R 3 35 R/ 240 th PL. S.W. l(o O 2401 5 4r. 25 24 / /6 %5 / 32 3/ /Q J 36 f._..-- _ _ - - .... __... — - _ 241st ST O 6 �h 23 2 /4 2 30 ULJ �, 4 37 /0 __. 2 3 /3 3 29 ---- V 7 . O I � 38 ?/ --- 4 O /2 4 .- 2 e U 1 2 0 - __._. 5 / / --� 5 �4 27 -� . - 3 J 55 -.i 39 A 2 J _. ._.. / 40 — _.... 0l LOT 5 LLK 6 /. Q /9...... 6 /0 6 26 GLENEADD. C. I I 45L r Parcel Number 5551 000 001 00 5551 000 002 00 5551 000 003 01 5551 000 003,02 5551 000 004 00 5551 000 005 00 5551 000 005 01 5551 000. 007 00 Owner Ome MISCHKE DAVID & KATHY MISCHKE DAVID & KATHY ROSSI LIMITED PARTNER WOODWAY COMMUNITY CHU SHANE MICHAEL T KERSLAKE DALE BERKLEY LOU HANSEN DIRK A Site Addrols --------------------------- 23809 104TH AVE W 23817 104TH AVE W *NO SITE ADDRESS* *NO SITE ADDRESS* 10304 238TH ST SW 23827 104TH AVE W 23905 104TH AVE W 23911 104TH AVE W 31021 03 3 0 27- ct> oy f�,T, C..m.m„ (;t,„,-u., 10 ZLo t Nor- Waa*t 6-1--b Dzh^.�dl Phone 542-2425 542-2425 283-0864 542-0775 546-4945 542-0796 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. STANDAf# DRAINAGE DETENT(q! SYSTEM WORKSHEET OWNER _-CC�F2tr�� �I�►�1���iv L CALC BY• - G-&'Sk� ADDRESS 3 2 a a oZd � S� PHONE: 774 1 q `- -2--- k" r? .h IAJ-804 W2Z� DATE: 112 /1 *****DESIGN DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE ,, � II 2 3 moo" : S Q !FT su)1 !.•G Cj (tiir� L-E Y X 3A DETENTION PIPE LENGTH ♦ WASHED GRAVEL OUTFLOW TRENCH, MIN I ' LONG TOP AND 4"PERF PIPE TO BE LEVEL RIM ELEV I'MIN COVER W MIN SPACE FROM 2'MAX COVER RIM ELEV CONTROL 1• L OUTLET I* tYa M , ;IeV c IJ4"PERF 4" 0 MIN T PIPE W/CAPS .S :-f. SLOPE 4" 0 PIPE MIN. W z i _ Zm • r ORIFICE L A RUNOFF SPREADER -----OUTLE-T--' INV ELE - INV ELEV n�C 7 N CONTROL CAFCN BASIN BASIN /"y /�� '■2'x6"DEEP, 4"-6"OUARRY t/'••"y•`• may,y� SPALLS '-., 9 tR ■ 2'x 3" DEEP, 3/4" CRUSHED ROCK x ' SYS?ENF CROSS SECTION ` •y•.L: FROM CONTROL l,� •�: OUTLET RIPRAP OUTLET RECEIVZO MAR 1 6 1996 PERMIT COULTER FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for 'a tightline and detention system inspection G /� APPROVED BY 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 DATE out and removed from the catch basins to allow proper operation. The outlet control orifice must be kept open at all times. REV 2 /9 2 6 ` C 0 Table 1 — Detention Pipe Sizes Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 2326 62 57,7 2500 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: 3 250x IZ a boo Pipe Diameter 15" 18" 24" 30" 40 28 16 10 50 35 20 13 60 42 24 .15 Required pipe 70 .49 28 18 length in feet 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N-12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Impermeable Area Sq. Ft. Outlet Orifice Diameter (Inches) 2000 5/86- 2500 5/8 3000 3/4 3500 3/4 4000 7/8 4500 7/8 5000 7/8 J �!' of ;c. ';•, . Table 3 — Rectangular Catch Basin Requirements Detention Max. size Catch Basin pipe diameter knockout Type < 18" 20" Type 1, CB 15 18" to 24" 26" Type IL, CB 16 24" to 36" 36" Type II, CB 19 19 (48" Basin) 36" to 42" 42" Type II, CB 19 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards aRAES /o :3. �� Revised 3/16/95 5 P Ali NI MAR t 8 199 . PERMlT 6 �oU�TEn ( U�M11eK/pATur�1 -33 ; U I I Oi� 'T(:)P OP GICAT45 ��i2A55 L /nlEl� �TENTicsnl PO�/c� S/'✓fiL£ $•%, % r u PT 1V t o o'eb x �',•\ 1=7 '5 C u Fr PG e L I W PT 3 3 /Ta i /l L. .2'3�3 �� s+ S.W. r SC � D" S17Cr�10N TRGf�.IGI-� pvc0 IWutWr A . 100.00 ( LEVeSL) J-P I 6QiidEt- ' i I sTAefrclt� 1 o cl�rce�{Ilx_,r: I � I OR 64)AK . VT uc- nfa90 . ' T ' vY Y ` GA�df6� � Ih PE I GB IkIV6iT • = I oo •43 • v�iFi� A l oa. 00 �PJ%b r ��'e >� /•. 6ollom GAP Co- ¢ 16 TF,E. . TOP ar= �W>Lt�. i.•aOF iLLOEQIJUA �L�' �12-A (03 I C� 46fl :. 1)etvL WAY ?Rrd 19x7 OLAn! .. , . F f4 z) L.L.SI 810 To P. Ole rawuvw .03 ..PARR 4 i " :• G� ' Adis / ' i " , !R `•d t•. �+ ��� � �•eA,t"nJ `io . 1 �.. �� � .11205 . . • :. ACCEPTABLE TLG.HTIIN q EXPIRES IO�.S1 Ay * AbsT�RiAL. W'12 Ab r 7� " y1 GAR C= C� H0MF s :��TE� : ~ � �` • ` �'. • ., � �--�� ' r .. arc • � , ��,.•� � , M ScAL �� _ ' � CA F NO. to Aitical Areas Checklist , Site Information (sods/topography/hydrology/vegetation) 1. Site Ad4i`r i�ca .—1 / d 3/ 0 a. 2. Proper fyAcootin f •Numbar: _ SSS/ 40 Q OU 3 —0 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; t/ no. - If yes; how is site developed? ;' 5. Describe the general site topography.'L(3teck all that apply. Flat: less than 5-feet elevation change over entire site. n Rolling:,tdopes, on, site generally less than 15% (a vertical rise of•10-feet over a liorizoacal d-istance of 66-feet). ' Hilly:.; •,r.slopes present_on site of more than 15% andless than :30% ( a vertical rise, . : ,of.10-feet over:a horizontal distance of 33 to 66-feet). 5 Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a r,horizontal distance of less than 33-feet). 'Other (please de'stxibe): 6. Site contains areas of year-round standiag water: IVJ ; Approx- Depth: • 7. Site contains areas of,seasonal standi A d ; Approx- Depth: . ng :water: . What seasons) of the year?. Fs; vt�4 :sa.; � { . • f, ; : ?�: L- 8. Site is in tN floodway /VX floodplatn of a water course... 9. Site contains a creek or an area where,water flows across the grounds surface? Flows are year- round? A16 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: Nd --- - For City Stag Use Only 4.1 Site is Zoned? {Ps— �. • lab=�'- � C-�e,�'+.�. !�n-� � o �-�3°.�'ScoP� 1-: . ` SCS mapped soil tyj*t)? . „". _ • ` LY-�=�� 3:::'::- Wetland inventory or CA. map indicates wetland'present on site?. /A9 4 Cntical Areas inventory -or CA. map indicates —Critical Area on site? 5 :Site within designated earth subsidence landslide hazard area? _ 0 O 6 Sde designated on the'IEnviroameatally Sensitive Areas Map?. - :DETERMINATION •. > : i `aTUDY REQUIRED CONDITI0NAI ;WAIVER X VER • J Rei �iewe$ by ` � -- �. :D tip£: 1 - 1 p• Ij •� t' �.ry Rev0IM404 1 � -t a. :2a"�.' N 31. / 'y. �y\ {''lt 1 =• 1� •it\ ( S) { { •; 1 . 1 l'.1 � fT {'• , �!A- J 1 �' t..�.,•i. f'•• � ` �ti ;•✓`�J �� - �r�. `�,i 1� .�!{- {' ':�f�f� � J- I,r lJ �y a. :\.'.:e,•. `'1. r:: ��_.. 1 � 'C-: �. _ .. _ , :..� +Ti ti�..i. .. ..e .w �..— 00 4- 1 P-k 'O.Y in* .4 WA YJRE,CEIVE' ­�J P ;COU ERMIT TER 0190-199- City of Edmonds. Critical Areas- Checkli F, r.. The Critical Areas Checklist co . ntained on W and .submit itto the City. The -City_ will ibe this form is''to out any person- imew the ch6dklist; make rsory site a precu preparing a Development Permit '"visit;and make a: determination of the Application for the City --bf -Edmohds pfibr !:s,`---.-­---subsMent -:necessary to steps 'cbmplete a to his/her submittal of a deidopment 'devel(Oment permit application. permit to -the City.-1-Z With a- signed copy. of this form, the The purpose of the Checklist is to enable applicant should also. submit a vicinity map City staff to determine -whether any---- -or plot plan for individual lots of the parcel potential Critical'Ah:� or may6e­­--­­-­- with'enough detail that City staff can find present on the subject liroO64., The indld6tify the sutje* ct paicel(s). iff information needed to.complete the,.- addition;, the applicant shall include Checklist should be easily available from Other pertinent information: (e.g..site observations of the site or data available of PW4topography map, etc.) or studies in City Hall (Critical Areas maps, (�i I unction with this Checklist to assist or soil surveys). staff in completing thew preliminary — assessment of the site.. An applicant, ..or , his/her representative, must fill but the diecklist,'sign and date it, I haVe completed the attached Critii:iif'-Area .C.k&klist and attest that .ihe'ans-w-ets"provided ... are factual' to the best-6f my knowledge (fill out the appropriate column below). Owner Applicant- Applicant Representative:,.c Nam Nam" Street Address Q#­* AAA 2�; Phone. m 0�r, State, 71P City, State, _ZIP, SiVature -4. Date Sigiiature All Ix Aw" o , 7111 - JMN,11 - t" PLANNING DATA SITE ADDRESS: I o 3t o - Z 38'^ ! ,p5cJ DATE: 4.1 +12 6 ZONING: (2-5 - 8 PLAN CHK#: 9& - 44 PROJECT DESCRIPTION: 5"Le -.�, �s:riance. SETBACKS: Required Setbacks: Front: ZS ` Left Side: 7 Vi ' Right Side: 7 ',"2 ' Rear: I S' Actual Setbacks: Front: 3 c ' Left Side: (9 , Right Side: 10' Rear: 55 ' (!w/ 3.6 , r,,,.r) CORNER LOT LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED N +48 LOT COVERAGE: ¢38� ►'44Z Maximum Allowed: 3sS Actual: x 1go l 5 o - 14 �o BUILDING HEIGHT: Maximum Allowed: Z5' Actual Height: 2W Paw, -Cap 4 c 239- S-. So Da,-- 100. SUBDIVISION: ot& - Se,- °111" CRITICAL AREAS #: 96- 3o SEPA DETERMINATION: NA LOT AREA: IOSdo a OTHER: t low 6e ►, AA aaf± s L, 4. 18220 - 23P _�. Sw Plan Review By:. it ' �OJECT REVIEW CHECKLIST* NA P4�C7 ;_,,.fir j �lpt t�► J�Mt: �/�I/2E�,�'��1��5 PLAN CHECK Y` PROJECT ADDRESS: /01 - C�Z39 S(� RECEIPT DATE: & REVIEW D BY: (I ial/Da e) ` PLAN. WATER 7STRE COMMENTS FIRE BLDG. SEWER ENG.:..: Setbacks/Variance/Setback Adjustment �.• :. ;�; Conditional Use Permit:; ADB Requirements _ ;.{. 3 ; 4 Other Zoning Re uirements Underground Wiring Required Lot Slope 15% } SEPA Environmental Checklist/Hydraulics Permit Tree Cutting Plan :;,... Plat/Subdivision Requirements ;"F ."." -' . Le ai Description Verification Quit Claim/Street Dedications Easements - Public/Private x{'�� A v%° ": 12 Engineering Storm Drain Review Fee "" f „. MOM Engineering 2.2 Inspection Fee 3v Drainage Plan On -Site Setback - Top of Bank. Stream, Water Courses g: Setback - Storm Drain Line g Open Ditch - Existing1 Culvert Required ;fig::. Culvert Size ; 2-0 . 21 Shoulder Drainage/Shale Open Runoff Catch Basin Re uired 22 Driveway Slo a & Vehicle Access oK ''' ?+� • } •t{: • �+ ��Y��` A>v" r-}'4•.{}'i$�.'•'?i>.�ri ::}i:tiyii:>{{•}i!:•ijv "'"" 23 Sidewalk Required o Curb & Gutter Required °' ;{::'L'x.::..` "" ' `' x�'"`Y"'""'r`IAM, ,` \ Curb Cut For DrivewayNoRe Required N 26 Street Paving Required �o " . r. <.: r<:28 :127 Right -Of -Way Construction Permit Required�:`� Street Name Sign Required : ".',:.v;., ' .:.'^} 29 Other Signing Required }". ` "' ` 'wh:#;'r.v< 30 Bond Required For Public Improvements Nv r {;+. .,- _ 31 FEMA Map Check/Water Table w,. 32 Side Sewer Availability OUW$j "+ 33 Calculate Sewer Connection Fee If No LID &1j� `$ 34 Create Street File +f< 35 Existing Water Main Size ff f <.°.f. Water Meter Size `` Y' `" `t` %,,`. Y Y+A:. `iY :.37 Service Line Size.r. Y4 ; ::38 Water Meter Charge Required { "` ry} :" f+r f ::39 Hydrant Required Hydrant Size Existing'ti} 41 Fire Line Charge Required - Sprinkler N}$w :An Street Cut _ _ "`n> ::> 43: Miscellaneous _«° 44 Reviewed By: FIRE FILE:DATA123/PROJCKLS.SFN PLANNING ENGIN ERING PUBLIC WORKS ic n�; c v;ew pr- p is 4D s�- n i- %, u n u u r 1, u H I H L 1 J 1 21 2 22 3 23 4 24 5 25 6 26 7 27 8 9 28 29 RN PERMIT DATE ISSUED RECEIPT I 10 30 11 31 12 32 13 PAID RECEIPT # DATE 33 SS PERMIT DATE -ISSUED RECEIPT # 14 PAID $ RECEIPT # DATE 34 15 35 16 - 36 17 37 METER SIZE PAID $ DATE RECEIPT 18 38 19 39 20 40 MAR t 8 1996 . PERVITOOUN tER 60C1114Ae-./OATUNi C. CIAT15 �.e.�►55 L inJEl� ATEnlTi6nl POn/L� s`✓�1� !' tAlO .57.7 CGU PT dV 1= E1� ED x M 'S CCU FT VG e L i ►v P-r 3 31Ta %/1(_ v I 4; _ 1 I�f- �►J G . , D,SQe9SION TackmN' 10 o� -I';pe = pvr- - i ►d i!VAT AT 100-DO LEVEL rtn ��vJ, •' as• b 1 , I Ge,,uEL STAWLlta 3 , o _wrPA,ur6 ORIVEtIiA�f �TYI c GAsdf6� I F/,, bollom GAP ¢N� .ram. . Tap ag' <wAts. �60'0 11��oERIiUA ILL€' x12-A Derv% WAY 79 4> 19 z7 ptal n) '� c c W ALV—; '1 7) n r : '•r. -_1�5 ; S 48� TO P. oAt � Kauwl�/ttt�l� fi� �. f '�• � ! •� PO 3 •�'� 'fit•/: \: '.� PAR p : r � .:r. NoT�' � �1.1�'A'P�,..,z'. ' �• � ;+, �' •� ;. � ,� •� � �a�c w� c ..� l TO a. ' I `p!••�� -1�� ;0`Q�3ri1 TO.' S { � � ;� .R 11205 I. a _• ACGEPTie►BLE TI'Gt.L�JNEVATtRIAL. exPiaes .%O.3- , w { e66 40., PVC �DR16-CaSTM D3034j • . j j CARE-FRE� .'.HQMF I11I M ' . S CALL STANDARJDRAINAGE DETENTI0# SYSTEM WORKSHEET OWNER Cdh2t1-�� 4f3kQ-S--LfUrQ- CALL BY: G t ADDRESS - 3 2 a Lt a0 S"� ��, ) PHONE: _ 7 `7 6 l q 'I�c� �--- n lQ DATE: --� "'DESIGN DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE -FT �(JJ6� t�C wti r S 3/ 3(33'x6' ` . 2> - DETENTION PIPE LENGTH WASHED GRAVEL /OUTFLOW TRENCH, MIN IV LONG TOP AND 4"PERF PIPE TO BE LEVEL RIM ELEV t'WN COVER MIN SPACE FROM 2'MA% COVER RN Et.EV CONTROL i L I OUTLET 1• T \ 4" 0 MIN f \\ 4'PERF RPE W/C�AP�S^ .sSt—r4 SLOPE 4.0 PIPE MIN. �•. • w1YCYoTT/��Y�• �r ORIFICE_ RUNOFF SPREADER OUTLET Ca, -{ ��"�•. BASIN' `��, CONrRM CAr4CW • � -e BASW ' (,} y rL� � Yi E' DEEP, 4% 6" QUARRY SPALLS SY EM CROSS SECTION 2-2- DEEP, 3/4-CRUSHED ROCK j FROM CONTROL OUTLET RIPRAP OUTLET MAR 1 8 1996 PERMIT COUNTER FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection before backfilling and for final inspections. APPROVED BY 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 G� out and removed from the catch basins to allow proper operation. The outlet control orifice DATE REV 2 /9 2 6 ` r Table 1 — Detention Pipe Sizes Impermeable Required Area Sq, Ft. Vol Cu Ft 2000 2326 62 S 7.7 2500 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: x IZ bg soo 1. eel -d= sa + � &6.7 s2.7 fr' Impermeable Area Sa. Ft. 2000 2500 3000 3500 4000 4500 5000 Pipe Diameter 15" 18" 24" 30" 40 28 16 10 50 •35 20 13 60 42 24 15 Required pipe 70 .49 28 18 length in feet 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete , Aluminized Steel Aluminum CMP Asphalt Coated N-12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Outlet Orifice Diameter (Inches 5/8 5/8 3/4 3/4 7/8 7/8 7/8 EXPIRES /O - • Table 3 — Rectangular Catch Basin Requirements Detention Max. size Catch Basin pipe diameter knockout Type < 18" 20" Type I, CB 15 18" to 24" 26" Type IL, CB 16 24" to 36" 36" Type II, CB 19 19 (48" Basin) 36" to 42" 42" Type II, CB 19 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards 5 Revised 3/16/95 Ij -roTAL a Olo•qS A ve-gAGE• `I 0 1 , 7S ACTUAL I `2'S•5o M A-1\ 6LV oil) PLAW CARE FREE HOMES IN C , NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). a 11 R•• 4 City of Edmond RIGHT-OF-WAY CONSTRUCTION Permit Number. ��"'•� MAY 13 1996 Issue Date: A. i gij of Construction: �� c3/ Q� 2 F K S� SW 18 B. Type of Work (be specific): 7r-PoCh tLJ a41d ISC3re, 9 1 9 (AhdPv 9.3$l<h 5�' St.J ✓ �?fuJ 3UC. — l�e�iO✓Q K1W Oki 60-ip104 C. Contractor: _du 11 fu Pu 0 Contact: Ana / a , A- S Mailing Address: /tic) t l 7 17 Phone: 69 % 6) -- 21 Q I L/ State License #: �%v,r �� 1,t IA �J Qp iability Insurance: Bond: $ D. Building Permit # (if applicable): PERMIT Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project J�L Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : JAyes []No G. Size of Cut: 17:�_ H. Charge $ 1% APPLICANT TO READ AN I' N "i 0-? INDEMNITY: Applicant understands and by his signature to this application, agrees to ho)aithe y of Edmonds ha r ° ejas from injurie; ges, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made gaenst the City of Edmon7a; or s departments or employees, including or not limited to the defense of any legal proceedings including defense costa, and attorney fees by reason of granting 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 FINA STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILD FROCESSED.FOR,ISSU.ANCE TO T ff9Afi1i&CANT 1'- P I a "e_jav .1. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and Understand the permit requirements and the pink copy of the permit will be O �] available on site a Signature: a l times for ' tion purposes. Q q Date: S . U —., (ontraetor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY' �- APPROVED BY: t � �� RIGHT OF.�WAY- DEPOSIT 5 `DISRUPTION TIME AUTHORIZED: VOID AFTER ,vL DAYS FEE/FUND llle pJ SPECIAL CONDITIONS:.. 14 A- RESTORATION FEE,: Q PERMIT FEE: V TOTAL. FEE: COMMENTS: RECEIPT FEE.- 1 DATE: ISSUED BY:_....,.._.,.-- t. NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES Comments• IDiagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: 4 H ® `.,��.C� • � �'PSi : . _ :.. � T_:,_ �}-1-= fir__ -i-f . 38 s 1o3`q �0 L-19366-X 3-10 CI1.. LIy �4;•t,i:i'� 1J C _T T � - 23��st 5w I� Location: 27N3E36C Scale 1:50 ± +� �r�-r;�+��T�r:+Y.,,,.+ ��i!f.;�u*f rt,i•�'�i'�".`D'»I; �,7:��'� •a'iv „its. APr»s'.� 4;�+'�r.,-`� �y� .�;;�. w .,-.''L.�l�+� i -%, �; � v �t F ::� � *"- t It ' City"," Of Edmon* RIGHT-OF-`pVAYCONSTRUCTION M 1 --mmm-- O 890 19C) ..i PERMIT Permit Number.!76 —137 Issue Date:�7— A. Address or Vicinity of Construction: 10310 238 St SW (9614453) B. Type of Work (be specific): Install Service C. Contractor: Washington Natural Gas 1 Mailing Address: 1122 75 St SW Everett State License 11: 9R203 D. Building Permit # (if applicable): Contact: .Mariamne Kingsbury Phone: 356-7541 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ® Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: �,I•�; �c u i`�l F. Pavement or Concrete Cut : ❑ Yes ®No G. Size of Cut: , 'x H. Charge $ APPLICANT TO READ AMID -SIGN INDEMNITY: Applicant understands and by his signature to this application, agreesfo hQ,(Ij tL' C, ity ojEdmonds harmless jrom¢��ries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may bev made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legalproceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL l INSPECTION AND ACCEPTANCE OF'THE WORK. ESTIMATED RESTO IOEES WILL HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WI L PRO�°�SSE FOR ISSUANCE TO THE APPLICANT. 1 Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all ti es for inspection purposes. Signature: Date: 5-24-96 ( ntractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FUR CITY USE ONLY APPROVED BY: RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER �_� �— DAYS DISRUPTION FEE/FUND 111: SPECIAL CONDITIONS: 1 RESTORATION FEE: ' - PERMIT FEE: �� 0 TOTAL FEE: COMMENTS: RECEIPT FEE: DATE: ISSUED BY:. --- NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 1p; FIELD INSPECTION NOTES Comments Diagram CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) ❑ YES Date: Date: ❑ NO Wadik M� M� Natural cis— = � • _ ,� nwa#vxjonEnergvCon " Addendum to: City of Edmonds Right of Way I- Permit Applicatign Submitted by: Mariamne Kingsbury, Engineering Aide Washington Natural Gas 1356-7500 X7596 G O� U Watermain depth uwt ^ccecsIDLIE 2 " gas main .1S'6 NO Cam.. %S Key: -W- , Water -G- Gas -SS- Sewer -& Water hydrant 0 Water valve . Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 ' w M •M M� Wfadih AVVhIvxjtonEmWCorrparN Addendum to: City of Edmonds Right of Way I- Permit Applicatign Submitted by: Mariamne Kingsbury. Engineering Aide Washington Natural Gas 1356-7500 X7596 �I Watermain depth U eK o cceAS10k� 12 gas main 2, b a eac S W -5/6' ,o-610- I- -on b t q„ J NO CAA. %S Key: -W- Water -G- Gas -SS- Sewer $. Water hydrant 0 Water valve . Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 PERMIT APPLICATION REQUIREMENTS to: Applicant . .-rom: Lyle .Chrisman, Engineering Inspector owner. t ;'- c� JC Plan Check No: kddress: Date: kfter review of the subject permit application, the following requirements must be met: Construction hours are: WEEKDAYS — 7:00 A.M.40:00 P.M.WEEKENDS/HOLIDAYS —10:00 A.M.-6:00 P.M. A separate RIGHT-O&WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60) Truck haul route plan must be submitted and approved prior to permit issuance. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 1830.030d) NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 1830.50G) FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 1830) INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIORTO BACKFILLING. (ECDC 1830) Repair or replace all defective existing eurk gutter and sidewalk adjacent to the property. if an intasectlon is involved, a handicap ramp may be required. Contractor shall meet with the City Engineering staffto determine the extant ofrepaIr (ECDC 18.90) Pia to issuance of the permit. Driveway slope shall not exceed 14%without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to 0/6. (ECDC 18.80.060D) , ). Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required, (ECDC 18.80.060C) 1. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIORTO AND AFTER POURING. (ECDC is 30) L No burning of construction refuse without a permit from the F m Department. I. Connection to City water system is required. There is a separate charge for the water meta. (ECDC 7.20) 1. A back water valve is required If downstairs plumbing is below the elevation of u manhole.. (ECDC 7.20) ;. Water and sewer main Tina should be separated by 10 feet minimum. (ECDC 1&10) a Connection to the City sanitary system is required. A separate permit is required. i - LID# , — Fees paW: Yes No Charge (ECDC 18.10y l/1:.3 tv /.rrti >x �• Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 1&90) A FINAL ENGINEERING INSPECTION IS REQUIR D RI r- { >3 ING DTi►ISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 1890)