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17107 76TH AVE W.PDFIIIIIIIIIIII 6192 17107 76TH AVE W AT r br 2wW 00 Z4 M4W ?.,ILI 4- ?o*l;) i- w 6LI IL) 4 4 0q) 0 i i t tpilp FILE r 7v md- CID C? Ln S-A D' E' '&E, W: E 0 CITY of EDMOUS P 1i`R M-I T For Inspection Call 771-3202 PERMIT NO,.,:"0700 004 STREET* FILE __71 1 - 0 -7 Address of Construction: I I __? 1� Property Legal Description (Include -all easements) Owner and/or Builder: Contractor & L i cens e No: Single Family Residence 7 Multi-Fam i ly .(No. of Units.. < /-07 2--o Commercial (No. of fixture.u'n'its Invasion into City Right -of -Way: No.-71,, Yes (If Yes,'R.Ight-of-Way Construction Permi-t required. Cal 1 On e**-Cal 1 -Center (1 -800-424-55�5) -before any excavation.) Cross other Private Property: No' Yes (If Yes, easement required, attach legal description.and county easement number.) PLEASE READ THE ITEMS L.ISTED ON THEBACK V, r. A ��,��U G 31988. I ce'ftify that'�I—have read and shall comply DatE� with the items'l'isted on the back. PUBLIC WORKS III I �? MMM A, A, WIWI 501 AIA 11511515151 I I Ing W;J'A Permit Fee: Trunk Charge: (5,0 Assessment Fee: Partial Inspection: ,Tssued.By:, Pate Issued: Receipt No.: Comments Nnal Inspection Approve.d: t Date Initial Rejected: Reason PERMIT MUST BEPOSTED 01N-JOB SITE Date . , Init ial Date Initial Wh.ite Copy - File Green Copy - 'Inspector Buff Copy - Applicant Side Sewer Drawing The City of Edmonds EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION REPAIRS F1 LID NO . .................. ASMT. NO - ------------------ OWNER 3-44M-4 ------- !!GA-H-5� -------------------------------------------- CONTRACTOR . ....... 40-n�.s ------------------- PERMIT NO. JOB ADDRESS 1-7.1-p-Ttr7b ------- ------ tl0 T �-k -------------- LEGAL DESCRIPTION: LOT NO - ----------- -------------------------- BLOCK NO - ------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------ NAMEOF ADDITION ------------------------------------------------------------------------------------------------------------------ ;4 (,1' Olt o J c 6 jj Le Ae cl E 00 0. t, T tA PWW-0001-11,1/75 (REV.11/78) Approved: DATE...... ! .. . ................................. . CITY OF EDMONDS STREET FILE ASSET INFORMATION SHEET 12/NEW ADDITION RETIREMENT ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION -710 1 DEPT. NO. PURCHASE ORDER NO. PURCHASE ORDER DATE COST PROJECT NUMBER PROJECT COMPLETION DATE COST B.A.R.S. ACCOUNT NO. do - ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY 5?/DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE DATE w,p) INITIAL DEPARTMENT FILE VERIFIED BY PROCESSED BATCH NO.- 7F T" F CITY OF EDM PERMIT NUMBER CONSTRUCTION PERM 1 0 N NAME (OR NAME OF BUSINESS) ADDRESS �Aiu C EGAL DESC IPTION uj MAILING ADDRESS z CHECK SUBDIVISION NO. LID NO. CITY TELEPHO �3u-? PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING— REqUIRED DEDICATION PROPOSED R NAME ADDRESS RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 01 0 cr 0 N4 STREET USE PERMIT REQUIRED Uj z cc CITY TELEPHONE NUMBER SEE ENGINEERING MEMO DATED 0 z Uj "tMAHK5 NAM��'o cr ADDRESS �O CE CITY z TELEPHONE NUMBER MET!!% BUILDING VPPLY SIZE FIXTURE UNITS cc 0 Q REMARKS V W STATE LICENSE NUMBER CLL— SIGN AREA ALLOWED ENV. REVIE7_ ADB NO. PROPOSED COMPLETE Legal D scri ption of Property - include all easements (sho b low or attach four copies) EXEMPT z Q SHORELINE # ir VARIANCE OR CU PL NNING R VIEW- BY D T YARDS 0 FRONT SIDE REAP HEIGH OT C V RAG z z z MARKS n EJ"NEW [Q�RESIDENTIAL PLUMBING CL ADDIALTER COMMERCIAL MECHANICAL REPAIR RETAINING WALL El SIGN EXCAVATE FENCE DEMOLISH OR FILL 1:1 ( CHECKED 13Y --]TYPE OF CONSTRUCTION CODE— HEIGHT X—FT) PRE -MOVE INSP, M REMODEL M SWI rnuDl 1AK—C INSp. S PECIAL INSPECTOR AREA POOL WOOD STOVEI INSE REQUIRED 11YES D NO OCCUPANCY GROUP [<">_:Z OCCUPANT LOAD z APT.BLDG RENEWAL REMARKS c 0. PROGRESS INSPECTIONS PER UBC 305 a: 0 v) W NUMBER OF STORIES NUMBER OF D w ELLING 7�15MAL- -rV&qL PEC 9?E36 Wj Wi-10,0e z 0 0 UNITS NATURE OF WORK TO BE DO TTACH PLOT P VALUA11UN I FEE PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This ermit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curbs, Sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE p Si e d rt e y w ON Iks LY PLA N CHECK FEE BU LDNG PLUM 8' NG M ECHAN ICA L GRADI NG"ILL m S Permit Application: 180 Days De r I ss 'on TATE SURC HARGE 1 ENERGY CODE Permit Limit: 1 Year - Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold I i harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damaqes of MEMO TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS: IJ67 1AJ OWNER: After review of the subject building permit application, we have the following comments: 1) Construction hours are: WEEKDAYS 7:00am to 10:00pm. WEEKENDS/HOLIDAYS 10:00am to.6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Connection to City water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5) Water and sewer lines to be separated by 10 foot minimum. 6) Driveway must be paved a minimum of 20 feet back from City right-of-way; separate permit required. 7) Driveway slope not to exceed 14%. 8) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 9) Builder/Owner responsible for containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials. Contractor responsible for dust control. 12) Inspectio . n required on drainage system, catch basin installation, driveways, and sidewalks. A final engineering inspection is required prior to the building division granting occupancy. -- I - . - - � - : - "' ", -VIc-UkL-r ADDRESS - 17 V1 :jAl- date), ed, �4v SW�` IRE, BU t /ccMMERcM (C.IFC.Le 7- *N ITIONAW;tj SE PEINTT 77777M 71C I I JF P1 11 'A REMMS �UfHER�tWNING' A 0, pDRkTNAGE,'.:P'lJw,- (On �'Site) A MMY �-W M FIr �4, LEG -AL 'DESCR ON' WRIFICATION uj� IT CIAIM/DFJ)IdATICN§ I o PUBLIC/P CALCMATE SWER CONNECTION IF LID# 12 T11111 - PIAT/SLJBDrVISTCtl RBrXJIROAMM 13 PTcjrr--op-WAY CONSnLjLvpIo(j ppNMIT p _lL4 FOR POBLIC IIMPROVEMEW�s W irs CONDITIONS GI&RM R FIETD: a rE)M<ED 16 ,"STREW PAVING. REWIRED 17 CEMB A M G uTTER MOUTRED 11771 18 11T111 7 REQUIRED 19 CURB CUT FOR DRIMAY RE)M - ---------------------------- 20 ":-'STREVr NAM SIGN REM, -7 7T - /T////// F111777 21 -fFI-17-1 "MIM'STGNING REM 22 SIDE SEWER AVAIIABILI-1-1 23 YOCTSTIM WrER MATN SIZE 7777111777 7 24 K '17R, SIZE WATER'hg;. 2 5 W/77777 77777TI77 EWICE LINE SIZE 77T7TI7777 2�" REQU RE' D A"HYDRAJ." T77TI777T IT17TITIT 7T7TIT17; 7 i�' W/MW -ITITIT177 -ITITTR7 -IRTIPT77 HYDRANT�SIZE EXISTINd 2 8 CROSS', Ca%WWTION INSPECTION REOD -177T7TR7 -177f[177 TITWTT�7 2' 77RII "7111T - - t tl /-7 77 T777FI 7 7 T7 7 7-1 T, 77 7 7 1111ji1111 '30' FIRE�LINE 77 CHARIM REQ)D SPRINKLJM- v CLyr goo 14, 1 i STREET 32' i L1111 OPEN EXISTIM j , ---------- j j j V-- - " 77, :111,1171 IL -az Enmi Mmm TZ -FZ Z/ Al .00M ND S jagb ILI ILI /u/ ILI W MLLUJ_L1_ JIM TT -EXUAyd CCR)MO (riala Hw 13 "k—liamoo S71( FOL47 —Cmu& VM X -su T 10i FT loom NDISIAimns/,mr, furi ON al NDI&JaNNM URMS aL TT JRRMSV 01 AV, 00 jjf) Tim I u TigiT ............ .. I P ris ssaoa !�'�VUJ �7V"�M�OMIA�tC 11111TI-1 summTnoad —DRINOZ amIx 1111111117 sm som _1 LmTcI I_INP�.Wlw TaOk�/,-e4mvinwi ONIM 61/ tuT)`�; 7 Nw :smm zoacmd GARY U. c5TUGCKLa 1-71ST SW OURIG-L A. 0AWIF-L E5 VIRGIL K. GRAEG r—GX. IO'STOIZkA AWO 50- 20*11011 SAW. SeWSIZ GASP-UF-WT (A.P. MO. 2114722) ,-- I S 92015,001, e % 121.130, 179.00, Iroo-00, 7-- po 2s'I i I zs. lit 20' SAW. SGWP-FZ 10 r= 9 KA'T Lu oi 1 1 :,2 Q -� 1: :t 14,G-7 2 4P 0 T1 I 19 1 0) Lu ufl�� ----------------------- �)- 0 6-7*13100* w - 6 -0 N �zr-`T`7 I F 6 .1,9 i JU) 0 () § 194.qql 2 0 or 1 / / jo co(y ---------------------- 2 2s- 0 OD looe'SI" E :2 ?,* t7 53.7 3' a t cc R - Z�Z// L-51.42' :2 R-t 2 0, a=qo* i , t Z,101* \< I Q 65*10,511, w azfqoo (Q r=T) RICK L. zq, I KA A R FZ Lu Q 104q'Z-3" E 0 ACCESS # UTILITY U) F-SO'T 1-50.00' c() ------ 1q.40, A aq.41 2 :2 Qss-10,31-, w w > Lu SC077 B. !a i iLin Ay G,CALG: 2 0, 2 0' 60'L i b �% cq 3 "-EY,. CASE-0 KAOWUMEWT Zq4.54' BAHRAU DADVAR b 18 7 0 0 U) 172 mo STREET S.W.. KA ITUSPU KUROSAKA 2 SHORT SUE501VISIO FOR OOLPHIM HC PTW.' TRACT 1212. k4F- F FROKAOMOS, WASHI�J well ol -0! (o ----------- "Aut v4j�b)A4 15 11 SO . 4- 102768 ....... ... qyrr- R TWP 97 KI P AIr W M 0- 171 ST ST S.W. > "15 7 e. R. 171.7A / 6 9 - 7 0 r, 168,*8 (-4.) /6 91 43 (W.) 170 - Filter Barrier: This sediment barrier may be constructed Using 1. Set the stakes. 2. Excavate a 4'x4' trench stdiendard strength synthetic filter fabric. It is desig ned (or low upslDpe Iilong thi line of or no rate flows not exceeding I cfs. takes . 1. The height of a filter barrier shall be a minimum of 15 Inches and %hall not exceed IS Inches. 2. standard strength synthetic filter fabric shall be purchased Maintenance In a continuous roll and c t to the length of the barrier to avoid U the us (and thus Improve the strength and efficiency of a of flow the b&rriarloints 1. SIT t fences and filter barriers shall be Inspected limnedl ately after 0 4- tic% rainfall and at least daily during prolonged rainfall. My required repairs shall be made Imimedlately. 3. The stakes shall be ipaced 4 max I" of 3 feet &part at the barrier location and driven securely Into the ground (minimum of 8 Inches). 3. Staple filter material to 4. Backfill and cowact the 2. Shou Id the fabric on a slitforce or flIter barrier decompose or 4. A trench shall be excavated approximately 4 inches wide and 4 Inches stakes and extend it Into excavated so.111. become ineffective prior to the end of the expected viable life and deep along the line of stakes and upsiDpo from the barrier. the trench . the barrier still be necessary. the fabric shall be replaced promptly. S. The flit;r sat;rial shall be stapled to the wooden stakes. and 13 3. Sediment depasit.s.should be removed after each store event. They In c h the, abric %hill be extended Into the trench. heavy duty ftst be remove-d when dep"Its reach approximately one-half the height I Ta'oples t least 112-inch long &hall be used. filter material of the barri or. shall not be stapled to existing trees. 4. Any sediment d"oslts rwalmIng in place after the %III fence or 6. The trench shall be backfilled and the %oil compacted over the filter material. filter barrier Is no larger required %hall be dressed to conform 11 with this existing grade, prepared wA seeded. 0 7. 1 f & filter barrier Is to be const-ucted across a ditch line or swale. the oarrier shall be of sufficient length to eliminate end flow, and the plan configuration shall resemble an arc or horseshoe with CONSTRUCT104 OF A FILTER LkRRIER the ends oriented upslope S. Filter barriers shall be remved when they have served their useful purpose. but not before the upslope are& ha� been permanently stabl- )I zed. C, In kn (\4 d,7,v. (\4 N el�w 7.; 7 -e-5 A) 27- 6, IAIZ Z-:/, 74 Inle"211V Iry 12 7.4 -T, 7� 41 7L he. 172.39 C4 AeAl -T/ 0 N A r 13Z�e44' 179.7 1 r 70.,0 M51 00 AA�z-W /Z--, 16T, 75 19�51DIIIVZ r LOT-1 L -12 t /0 r NI W. 0 1,14 ak el7y 3� 00, > V IV67"13 (IF 7 Z/"V"Z. (7YD)l 4 7X01!5-1 -d 1--6ZT P"), /-q "Z r 7 VZ- -Z 5 R. 0120 7 7 /�g "'WP CD /Y 0 D 7.741A-11 7Y,9t-- 5ho WN D /,00v,�Fw L at-j/ N .3 45 f N., 00 L'a M --- -4 7- IV N . ...... ..... I( ...... ..... . -,7 A198616'31 .39.41 673�1 0,C 4'CC&F:5�5 RD. 0. &.� AD. / I OP 179,47 2, 68 it SCALE: I = 20'HORIZ. I"=5' VERT. <) Q� A DRAINAGE SWALE, 14 =`ff 611,N11-Mil 211 MIN. COMPT DEPTH GLAGG'13' ASPHALTIC, CONCRP7f� OVER 2" MIKI. COMPT DEPTH CRUSHED supir-Ace TOP COURGI? OVER (2�,-- CLASS'B'GRAVEL BASE, MAY BE REQUIRED IF BASE MATI=-P,IAL 19 UWGUI-FABLE. TYPICAL_ r-�AD SECTION rN%.*f W.T. G. lv.r6. PUGET �SOUND 4 1"71.TH 40 13 S I T E 6W. W 6.W. r 5. W. -X ovirAW ISOTH 11214TI4 ST S. W. u ---\- lg(.T%4 Sl- > 4 > > 18ST4 ST. 6.W. 1 ST- 03 rA VICINITY MAP NITS.. GENERAL NqTES SAN. SEWER NOTES 1 . LOCATION OF EXISTX14G UTILITIES AND 1MPROVEMENTS SHOWN ARE 1 . CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED APPROXIMATE ONLY AND IT SHALL BE THI7 RESPONSIBILITY OF THE UNDERGROUND. UTILITIES FOR FIELD LOCATING THEIR CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) OF. ALL FACILITIES. THE ONE CALL LOCATION'NUMBER IS 1-800-424- UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. 5555. 2. i ALL CONSTRUCTION I SHALL CONFORM TO THE "STANDARD 2. SANITARY SEWER PIPE SHALL BE 811 PVC-SDR35-ASTM SPEC. SPECIFICATIONS FOR'.HUNICIPAL PUBLIC WORKS CONSTRUCTION" D3034 MATERIAL OR CONCRETE ASTH C-14 CLASS 3, RUBBER AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND GASKET. ENTIRE SYSTEM TO BE PRESSURE AND T.V. TESTED. ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL. NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED 3. ALL CONSTRUCTION 14 SUBJECT TO THE INSPECTION BY THE CITY SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACK FILL OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS PROCESS. SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORKI. 4 SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF EDMONDS STANDARDS FOR SUCH INSTALLATION. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALT, BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED WITH A 21IX4" LOCATED AT THE END WITH PORTION ABOVE GROUND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH PERMITS FOR ROAD AN ' 6 UTILITY CONSTRUCTION. DEPTH." T.V. AND PRESS TEST. 6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION 6. ALL 4 X. CLEANOUTS TO BE RAISED TO GRADE WITH CAST FACILITIES TO INSURE SEDIMENT-7LADEN.WATER DOES NOT ENTER . jnclu F10E AND GRATE (LOCKING TYPE). THE NATURAL DRAINA QE- SY, .,THESE-:IFACILITIFS MT. -BE 11; 7, OPERATION PRIOR T-1 CI�AR NG AND GRADING, Allb SATISFACTORILY MAII)TAillEb ONTIL CONSTRUCTION. IS COMPLETE AND THE POTENTIAL OF 011-SITE EROSION HAS PASSED. WATER NOTES 7. ALL STORM SEWER P�PE SHALL 13E CORRUGATED METAL 14 GA. GALVANIZED AND ASPHALT COATED TREATMENT 1 OR BETTER, 1. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE CORRUGATED ALUMINUO PIPE, 12 GA., 3" X I" CORR. (OR PVC ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY ASTM D-3034) EXCEPT DETENTION PIPE OR AS NOTED. EXCAVATION, BACK -FILL AND MATERIALS TO BE SMPPLIED BY ; THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO 8. ROAD RESTORATIONSH I ALL BE PER CITY OF EDMONDS STANDARDS. WATER DEPARTMENT TO SCHEDULE CONNECTIONS. 9. ALL ROOF DRAINS BE CONNECTED TO STORM DRAINAGE 2. SERVICE REQUIREMENTS TO BE ARRANGED FOR PRIOR TO START SYSTEM. 'HALL OF CONSTRUCTION THROUGH WATER DEPARTMENT CUSTOMER I SERVICE SECTION (TEL.: 771-3202). COPPER SERVICES. 10. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 21lx4li POST SHOWING DEPTH AND m ARXED "DRAIN". 3. CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED UNDERGROUND UTILITIES FOR FIELD LOCATING THEIR 11. ALL CATCH BASINS T6 HAVE LOCKING LIDS. FACILITIES. THE ONE CALL LOCATIONNUMBER IS 1-800-424- 5555. "ET F11 M-POSSIBILITY OF EXCESSIVE PRESSURE DOES EXIST. PRESSURE P:'j En-IIII&M REDUCER MUST BE INSTALLED IN EACH HOUSE. IL -JF-- I Ar' OV.-e/40W 172.21 Fix; e&7' 17--5* e4vy,0:5. ir 14 6RZ166' -Z Z--XI57. 76 .8CF 6 " -,6 " 04WIee Y eOe& TYP I C'A L 4�111v, CREEK SECTION Ur5. 9,61V6 bWARk� : 6 01/;r// RIV 5,V41 5,6: iV--'R 1W // 1-Z. 16 7 85. 25, W1r!51r .01C /0;r-/ Nw. eelellIle. /Ac. 6.13.3 A, Ad 17PIORO VS10 A-11)R 4F RESTRI,CTOR DETAIL i ,\776. /7/07 7 DEVELOPMENT PLAN FOR SHARON J. TIGHE 61 tZ\/5D 7- E3 6? I N SW 1/4, NW 1/4, SEC. 8, TWP 27 N., R4E., W M. CITY OF* EDMONDS SNOHOMISH COUNTY, WASHINGTON 5 lqlrr-R TWP97KI PAIr WU 102768 0- 013, 171 ST ST S.W. W > "15 7 C.8. It'/ M 171.7,8 16 9. 79 168, *8 6.) 16 8.43 �w) 60 / Filter Barrier: This sediment barrier may be constructed u sing standard strength synthetic filter fabric. It is designed for low or moderate flows not exceeding I c(s. 1. The height of a filter barrier %hill be a minimum of IS Inches and shall not exceed 18 inches. 2. 5 tandard strength synthetic filter fabric %hall. be purchased In a Conti. uous roll and cut to the length of the barrier to avoid the use of oints (and thus improve the strength and efficiency of the ba 3. The stakes shall be ipaced a maximum of 3 feet aspart at the barrier location and driven securely Into the ground (minimum of 8 Inches). 4. A trench shall be excavated approximately 4 inches wide and 4 Inches deep along the line of stakes and upslope from the barrier. S. The filter material shall be stapled to the wooden stakes. and 8 Inches of the fabric shall be extended Into the trench. Heavy duty wire stivies at least 1/2-inch long shall be used. Filter material shall not be stapled to existing trees. 6. The trench shall be backfilled and the soil compacted over the filter material. 7. If a filter barrier Is to be cons-ucted across a ditch line or swale, the barrier shall be of sufficient length to eliminate end flow. and the plan configuration shall resemble an arc or horseshoe with the ends oriented upslope B. Filter barriers shall be removed when they have served their useful purpose. but not before the upslope are& has been permanently stabi- lized. ,eW67. S1711. S.-wF-R /6 7 JR-5 14 e - 7-9 SreRIW 4t 72:� enP� 7. e. ---------- 44 q lAr. 70. 39 L P10 N A 4 O-C 7CZ 1��" 5. V B6X N 44 q 31011,9Z r 13,ceo IZ7, 16??, 7-6 "V LOT- 314 /1! W N r 0 .91V ellry I 4;Ss C A6. # 4 7YP,! 5 - /3 "Z 7, lvzrz 0, :�r7,q, 7 7- 12,L 1q,0 sg oil 46 y 411rK N, ;a 97 35 R) --- �-6,dv 40 Is) APO. Z e�-Af4V,-- Z- 157 1211,0eO /,-, 6. 6 6 (/1? 168-93 1 = D V t N 1. 1681.49 A198016 1 3 I Set the stakes. 2. Excavate a 4'xV trench upslope &loss the line of 6 takes. Maintenance Flow 1. Silt fences and filter barriers shall be inspected immediately after 4- @&A rainfall and at least daily dur I ng prolonged rainfall. Any required repairs shall be made Immediately. 3. Staple filter asaterial to 4. Backfill ani compact the 2. Should the fabric an & silt fence or filter barrier decompose or stakes end extend it into excavated siII. become Ineffective prior to the end of the expected usable life mW the trench . the barrier still be necessary* the fabric shall be replaced promptly. 3. Sediment deposiU.should be removed after each storu *rent. Yhey . awst be removed when deposits reach approximately one-half the height of the barrier. 4. Any sediment deposits remaining in place after the silt fence or filter barrier Is no longer required &hall be dressed to conform with themalsting grade. prepared and %**dad. CONSTRUCTION OF A FILTER LURIER 7-YRF- 6w '95 597 U 0 ;r AeK,&-� 179.7 1 LIO T-j2 N Z 87 0/3 - .99, ne�r -'& 9TZ>Z t5o 7- 1119111V 5ST 14 I&V .6 7.7,01re,V SY 3�Ve)WN 11 00 L VOW) I \4 ZWO 6,C ,7CCc--�3 DRAINAGE SWALE DETA I L. lv.r6. 2f/- 211 MIN. COMPT DGPTH CLAGG'13' ASPHALTIC, CONCRPTI� OVER 211 MIW. COMPT DEPTH CRUSHED SURPACG TOP COURGI? OVER (2:�11 CLASS IBI GRAVEL BASE, MAY BE REQUIRED IF BASE MATPRIAL 19 UNSLI17ABLE. TYPICAL_ mr"Ilr(DAD SPCTION W-Ts. Pt WrAK11TV MAD N.T.S. GENERAL N�TES SAN. SEWER NOTES 1 . il LOCATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE 1 CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED APPROXIMATE ONLY AND IT SHALL BE THr RESPONSIBILITY OF THE UNDERGROUND UTILITIES FOR FIELD LOCATING THEIR CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) OF. ALL FACILITIES. THE ONE CALL LOCATION -NUMBER IS 1-800-424- UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. 5555. 2. ALL CONSTRUCTION !SHALL CONFORM TO THE "STANDARD 2. SANITARY SEWER PIPE SHALL BE 8" PVC-SDR35-ASTM SPEC. SPECIFICATIONS FOW:MUNICIPAL PUBLIC WORKS CONSTRUCTION" D3034 MATERIAL OR CONCRETE ASTH C-14 CLASS 3, RUBBER AND STANDARD PLANS ��hS ADOPTED BY THE CITY OF EDMONDS, AND GASKET. ENTIRE SYSTEM TO BE PRESSURE AND T.V. TESTED. ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAT. 3. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL. NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED 3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACK FILL OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS PROCESS. SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING THE WORKj,. 4 . SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF EDMONDS STANDARDS FOR SUCH INSTALLATION. 4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED WITH A 2"X4" LOCATED AT THE END WITH PORTION ABOVE GROUND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH PERMITS FOR ROAD AND UTILITY CONSTRUCTION. DEPTH. T.V. AND PRESS TEST. 6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION 6. ALL 4" DIA. CLEANOUTS TO BE RAISED TO GRADE WITH CAST FACILITIES TO INSURE SEDIMENTTLADEN, WATER DOES- NOT ENTER FIl!AME AND GRATE (LOCKING TYPE) . THE NATURAL DRAINkeik--SYS .7THESE FACILITIES MUST OPERATION PRIOR AND-- LWfING AND GRADING, 'T ...... MA �jjbN SATISFACTORILY I NTIL CONSTRUCTION IS COMPLETE AND THE POTENTIAL OF ON -SITE EROSION HAS PASSED. 7. ALL STORM SEWER P�PE, SHALL BE CORRUGATED METAL 14 GA. WATER NOTES GALVANIZED AND ASPHALT COATED TREATMENT 1 OR BETTER, 1. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE CORRUGATED ALUMINUq PIPE, 12 GA., 311 X 111 CORR. (OR PVC ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY ASTM D-3034) EXCEPT DETENTION PIPE OR AS NOTED. i EXCAVATION, BACK -FILL AND MATERIALS TO BE SUPPLIED BY 8. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS. THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO WATER DEPARTMENT TO SCHEDULE CONNECTIONS. 9. ALL ROOF DRAINS SHALL BE CONNECTED TO STORM DRAINAGE 2. SERVICE REQUIREMENTS TO BE ARRANGED FOR PRIOR TO START SYSTEM. OF CONSTRUCTION THROUGH WATER DEPARTMENT CUSTOMER 'BE SERVICE SECTION (TEL.% 771-3202). COPPER SERVICES*. 10. ALL ROOF DRAD, ,UBS SHALL MARKED WITH 211x411 POST SHOWING DEPTH AND "ED "DRAIN". 3. CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED UNDERGROUND UTILITIES FOR FIELD LOCATING THEIR 11. ALL CATCH BASINS TO' HAVE LOCKING LIDS. FACILITIES. THE ONE CALL LOCATION NUMBER IS 1-800-424- 5555. ell 7 MEET POSSIBILITY OF EXCESSIVE PRESSURE DOES EXIST. PRESSURE FILC`-4 REDUCER MUST BE INSTALLED IN EACH HOUSE. 0, rOP 17.4,47 -JF- oyld,.WC�400W 17?.21 e&7' = 17-5 e&ly,06. = 20,0 e4�1106. feftr IAI Rye el2p. RESTR VCTOR DETA I L /V. r 6. Z Z FX1.47. A0 8,F 0Z1W1,Fe Y TYP I C'A L /(-,�//V. CREEK SECTION 111r3- R,�5AICIIMA,eie : :5 OZI 7141 RIM SVkl Ad: Mi';e 1W /-/ C-rZ. 16 7 85 25' W,6:167 Oic Z O;r- / // W, PZOArR7Y 40,elWle. 4 - 27- 8 /71010/eo VS10 role C,:W.6 re 7/0 7 76 DEVELOPMENT PLAN FOR SHARON J. TIGHE I N SW 1/4, NW 1/4, SEC. 8, TWP 27 N, R4E., W, M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON JUN i'd "W88 102768 SEC. 8. TWP 27 N, R 4 E., W. M. 0 Filter 114rrier: This sediment barrier may be constructed using 1. Set the stakes. 2. Excavate a CW trench standard strength synthetic filter,fabric. It is designed for low upslope slarg the line of or moderate flows not exceeding I cfs. f stakes. height of a filter barrier %hill be a Kintom of IS inches and 1. Thell not sha exceed 18 Inches. 2. standard strength synthetic filter fabric shall, be purchased Maintenance In a continuous roll And cut to the length of the barrier to avoid the use of oints (&W thus improve the strength and efficiency of 1. Silt fences and filter barriers shall be inspected immediately after t Flow hs bar a- oac% rainfall and at Ileast daily during prolonged rainfall. Any 3. The stakes &hall be spaced a maximum of 3 feet &part at the barrier required repairs %hall be made Immediately. location and driven securely Into the ground (minimcmi of 8 Inches). 3. Staple filter material to 4. Sackfill sag cDapact the 2. Should the fabric an a silt fence or filter barrier decompose or 4. A trench %hall be excavated approximately 4 inches wide and 4 inches stakes and extend It into excavated st.11. become Ineffective prior to the end of the expected us")* life &W deep along the line of stakes and upslope from the barrier. the trench. the barrier still be necessary. the fabric %hall be replaced promptly. DRAINAGE SWALE, S. The filter material shall be stapled to the wooden stakes, and a r I 1 11 1 1 1 1 1 3. Sediment deposlt,s�should be rew"4 after each %tarm event. They . Inches of the fabric shall be extended into the trench. Heavy duty I DETAIL I - I must be vow ad Am deposits reach approximately one-half the height wire staples at least 112-inth long %hall be used. Filter material 1A, of the barrier. A176. s a no 6 &P 0 .0 ex S. ng . at$. 4. Any sediment deposits remaining In place after the silt fence or 6. The trench shall be backfilled and the $oil compacted over the filter filter barrier Is no longer required shal I be dresod to confora material. with the existing grade, prepared and seeded. 7. If a filter barrier Is to be constructed across a ditch lint or smile. the barrier shall be of sufficient length to eliminate end flow, d and the plan configuration shall resemble in arc or horseshoe with CONSTRUCTION OF A FILTER WATER the ends oriented upslopt 8. Filter barriers shall be removed when they have served their useful purpose. but not before the upslope area has been permanently stabl. lized. N I? \n 1,n 14) 1:) kol IN IN: el.,W 167 e.5 74 721 19�5 Afr 7 7. e . - 2 % 1_� 4 - - - iil�� ......... Ae Ar. 170..;9 no -0- BoX r 13,!�;eV .0 C B. :3 ryps-I 740,0 415, 0,0 A1_4 W 171 ST ST S.W. 45. /0? 75 deal N L07' L10 r-12 ql% NZ W. Agy el7y % Ci > epm,t�'.' , % I W _T 151� # C A6 4 7Y,0,L1t7-1 ZIAI,�:*d 1119111V 0:�?a 13"Z4 "WS z)Z-r,91Z_ /. 00 57A, 70,,& 17 Ile- /6 8, 57 144,&V 77 plrell F,7777,_ 7y a-0cV, --TYPICAL r%WA- GTiow WTS. 180 10:5� 70 tj 175 /#1/, 77 F. L GENERAL NOTES SAN'. SEWER NOTES 1 LOCATION OF EXXST114G � UTILITIES AND IMPROVEMENTS SHOWN ARE I CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED APPROXIMATE ONLY AND IT SHALL' BE Tllr3 RESPONSIBILITY OF THE U1409RG90UND UTILITIES FOR 'FIRLD LOCATING THEIR CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) , 00 ALL FACILITIES.. THE DUE CALL LOCATION NUMBER IS 1-800-424- UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. 5565. 2. ALL CONSTRUCTION ' SHALL CONFORM TO THE "STANDARD 2. SANITARY SEWER PIPE SHALL BE SH PVC-SDR35-ASTM SPEC. SPECIFICATIONS FOr,,-, MUNICIPAL PUBLIC WORKS CONSTRUCTION" D3034 MATERIAL OR CONCRETE ASTX"'C-14 CLASS 3, RUBBER AND STANDARD PLANS AS ADOPTED BY THE CIT!'OF EDMONDS, AND GASKET., ENTIRE SYSTEM TO BE PRESSURE AND T.V. TESTED. ANY REQUIREMENTS, ESTABLISHED AT CITY HEAR1140S ON THIS PLAT. 3. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTUR13ED SOIL. NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED 3. ALL.CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACK FILL 'OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS PROCESS. SCHEDULE IN SUFFICIENT TIME, TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK. 4. SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF EDMONDSGTANDARDS FORSUCH INSTALLATION. 4. ALL WORK WITHIN THE PLhT,AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION OF THE ENGINEER. 5. SIDE SEWER STUBS ON EACH LOT SHALL BE MARKED WITH A 241X411 LOCATED AT THE END WXTH PORTION ABOVE GROUND 5. THE CONTRACTOR BHALL. BE RESPONSIBLE FOR OBTAINING ALL PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH PERMITS FOR ROAD AND UTILITY CONSTRUCTION. DEPTH. T.V. AND PRESS TEST. 6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION 6. ALL 41' DIA. CLEANOUTS TO BE RAISED TO GRADE WITH CAST FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER IRON FRAME AND GRATE (LOCKING TYPE). THE NATURAL DRAtft�!2-S,Y�.",T9N. ITIE - ST B L S�JKU 9 I#_ _THESX_FAPT OPERATION _--PRIOR ',-_"_T0 CLEARIM0, AND GRADING, , 'AND SATISPACTORTLY MAINTAINED UNTIL C014STRUCTXOII IS COMPLETE AND THE POTENTIAL OF ON -SITE EROSION HAS PASSED. WATERNOTES 7. ALL STORM SEWER PIPE SHALL BE CORRUGATED METAL 14 GA. GALVANIZED AND AiIPHALT COATED TREATMENT 1 OR BETTER, 1. ALL CONNECTIONS TO EXISTING WATERMAINS TO BE CORRUGATED ALUMINUM PIPE, 12 GA., 311 X III CORR. (OR PVC ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY ASTM D-3034) EXCEPT DETENTION PIPE OR AS NOTED. EXCAVATXON, BACK -FILL AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO S. ROAD RESTORATION SHALL BE PER CITY.OF EDMONDS STANDARDS. WATER DEPARTMENT TOSCHEDULECONNECTIONS. 9. ALL ROOF DRAINS SHALL BE CONNEOTED TO STORM DRAINAGE 2. SERVICE REQUIREMENTS TO BE ARRANGED FOR PRIOR TO START SYSTEM. OF CONSTRUCTION THROUGH WATER DEPARTMENT CUSTOMER SERVICESECTION (TEL.:771-3202). COPPERSERVICES. 10. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 2"Xgl" POST SHOWING DEPTH AND MARKED "DRAIN". 3. CONTRACTOR SMALL NOTIFY OWNERS OF ALL AFFECTED UNDERGROUND UTILITIES FOR FIELD LOCATING THEIR 11. ALL CATCH BASINS TO HAVE LOCKING LIDS. FACILITIES. THE ONE CALL LOCATIONNUMBER IS 1-800-424- 5555. 4. POSSIBILITY OF EXCESSIVE PRESSURE DOES EXIST. PRESSURE REDUCER MUST BE INSTALLED IN EACH HOUSE. ILI I-F s 4 asy. C.B. 7YAe- / le&7, /IV P114C 64 R RESTRICTOR DETAIL lv.r6. M r V) __T 0 WILC7_11015:0 V RZ /Pez� z Z_XAV: 7,0 Bif� 6 49 4Z1Z1,9Re Y Roe& 170 7c� 3,r&13 '0, -5 12" TYPICAL 1/0 A C,!F CREEK SECTION Ll r6 165 0 ryozz, wl"e".5-:6rAe. SCALE: I 20'HORIZ. ;rOP 179,47 1 SEAICIIMAAA�: :50&Al RIM -4.47,V ACZ. /67 9S. 14 6. 4 8 (le 1 5 VERT ?S' W,615,r OC Z-07-1 AIW PleioplrWy MZ11-CR. Q L ze 4 - 27- f38 DEVELOPMEN'T PLAN FOR SHAROi\4 J. TIGHE I N' SW 1/4, NW,1/4, SEC. 8, TWP 27 N., R4E., W M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON