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20414 92ND AVE W.PDFiiiiiiiiiiii 8898 20414 92ND AVE W' -20qt4 crff.-Copy ��own 416.00 (—qg FJOPZTCFT RP—SMMNC* MAM PLOOK ELPV- 48*-"/a FLOM ELLY- 9 lk� 4 7-4a" C= cl 40 !sop MaA -A T v� Lrve� Ov 14 r z i5A W" Ave" PMT TOP Cr MAW=. 0 Aaamm MSVA" op W-w IR11-calver) PLOT PLANSCALM: V 20 _0 NOV 1 7 1,194 LtC-PAL PESCklPtION: FMWCDUM LOT #1, EMERALD HILLS, ACC�IN& TO FLAT THEREOF RECORDED IN VOL 31, OF PLAT9, FAOE 46-4q, INCLUSIVE, IN!BNOHOMISH COUNTY, INA. ADDRE55: .20414 q.2nd AVE NkN, EPMOND5, VqASHIN(5TON A7,7 ILANNING 6F- 20,q/4/ 592ND AI,- W A N 2 5 WA L, 'IrT alp c V. X17 444- Ileal >/Xf 1e'1-l---_-_-_-�______. r �t 441 Sc'n.,AA_ ZO Z-11 /0 crZr- Z, 7WO 9'i 0.-3-5- Us V -,/?c 7 �/O -7 Z 7 _A � � 144 c_- I.A o3x 0,:3,r- Ol-6 0. A 1.9 X0.35* 1A oo"' 4 46 7 576f s;v& A"- 0:1C.-. roMe 7, en PPR'O"-7- V ED J. M. -5 2 - TS 5;T G_ 0 U. iYfU_ 2-iq ;2!�Z7�r,-nl4e- /ZC'/a.,'744P7 'YOZI,15� eaeelfal A,-J- - ow 0 )( ZIS 0 5? 7' - 7-- 7-9- c 7-�704, 70 749J ZY-75 I e77f4d 71 a A- c Z/o qs Z.9 qo ('0. 79) 561. S-) C5-; SIA - C Vr v 95 C-17 77/51, C /C,. cj� 7 1 _MdX /,)7,a ie -74 -90. s 7,-4N< 90 8 91q. a- 4-7 5e 6.6 -7 Z ---------- - V4,1 74- C4. L4 M AT'S C, A Ri 6 1 Z15- t=e-) rZ N ��l L-r A A--r( yk ........ .. . .... 0 25 7 /A4 A V,,(ILAIXC-'000fe- 777&,Ye- YY 1-4 Z- 57 m'vl 94 0 -:990 5�1 0 -14 ------- ------- - - - -- ----------- - - A PROJECT REVIEW CHECKLIST PROJECT NAME: -- PR OJECT ADDRESS.,:,26 V/ 9-�;? 420 j;;7- 61 PLAN CHECK #: RECEIPT DATE: ?1EVIEWED BY. e) PLAN. WATER COMMENTS FIRE I BLDG. SEWERI= ENG. SetbacksNariance/Setback Adjustment --------------- - Conditional Use Permit 2 ADB Requirements . . . . . . . . . . . ...... 3 Other Zoning Requirements Underground Wiring Required ............. 5 Lot Slope IS% 6 SEPA Environmental Checklist/Hydraulics Permit Tree Cutting Plan 8 Plat/Subdivision Requirements �W— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 9 Legal Description Verification . . . . Quit Claim/Street Dedications . . ----- - - ------ . . . . . . . . . . . . ------------ Easements - Public/Private -------------- - - - . . . . . . Engineering Storm Drain Review Fee - - - - - - - - - - - - - - - - - Engineering 2.2 Inspection Fee MM4 Drainage Plan (On -Site) Setback - Top of Bank. Stream, Water Courses ........... . . . . . . Setback - Storm Drain Line . . . . . . . . . . . . . . . . . . Open Ditch - Existing �-::1 -8 Culvert Required Culvert Size ............. Shoulder Drainage/Shale Open Runoff - - - - - - - - - - - - - - - ..... ....... . . . . . . Catch Basin Required Driveway Slope & Vehicle Access Z-1�474-- Sidewalk Required kka Curb & Gutter Required Curb Cut For Driveway Required ............. Street Paving Required Wo ............................ . . . . . . . . . . . . . . . . . . . . Right-Of-Way Construction Permit Required ------- ..27- Street Name Sign Required Mo - ------ Other Signing Required KDO Bond Required For Public Improv ments Mo FEMA Map Check/Water Table Side Sewer Availability YES Calculate Sewer Connection Fee If No L Create Street File ----- ----- ...... Existing Water Main Size . . . . . . . . ........ MAI Water Meter Size ....... ..... ..... yly ;� 949M ........... 37500 ... .. . Service Line Size Water Meter Charge Required Hydrant Required 4 . 0 Hydrant Size Existing Fire Line Charge Required - Sprinkler ,Street Cut . . . . . . . . . . . . ............... IMiscellaneous Reviewed By: FIRE PLANNING ENGINEERING Woo 1994 R E C 0 R D OF CONTA,.TS 1 21 2 22 3 23 4 24 5 25 6 26 7 27 8 28 RW PERMIT # DATE ISSUED RECEIPT # 9 29 10 30 11 31 12 32 13 PAID $ RECEIPT # DATE 33 SS PERMIT #C RFCF T PT # DATEJSSUED� L4 PAID $ RECEIPT # DATE 34 16 35 t6 36 0 37 METER SIZ PAID $ ��75DATE ?-F-�/J5-RECEIPT 18 38 L9 39 )o 40 T 11 ---------------------------------------------------------------------------------------- ....... ...... TELNO.— ...... ........ ......................................... Feb 23,95 16:32 P.01 February 23, 1995 ME GRILI GROUP rAty of Edmonds COmmunitY Services Department &Wnwiq Division 250 - 5th Avenue North Edmonds, Washington 98020 SObbet: FjOrtoft Residence Drainage System Design 20414-- 92nd Avenue NW Edmonds, Washington Job No. 1040-01 Attention: Lyle Chrisman DW W. Chrisrngn: On February 22, 199S, I meivod a phone call from Ken Anderson, the builder for the Pjortoft residone'e, indicating he was having difficulty fitting the proposed spreader trenches onto the lot. TOdaYo I visited the site to observe the oonditions and MakO r0oommendod changes. The f0flowing are the chanSes I r000nunended (shown in bold Itelles): TOtAl IMPerviouip Area = f.509 275) 1. Minimum undlaturbad "pAration betwaam tromch wallo = 2 fear, 2. Trench No. 3 to be 06tabilehaj In the, field, with Vehtline betwaan tromhoo contairtng elbow ouch that third trench le lAot trench to be filled. Tight line ahAll not 6Xcedj mAxIr"Wm %3 g,,' Above Invert Of pipe In trench W. 2. 3. Perforated p1pr, and gravel below pipe invert ohoill be embedded In original ground. Fillmaybe PlAced above trencharvoi after vyat:em hao been Inepecte.4, exercloiry care riot; t;o JAMIR00 the p1pa or the observation pipea. 0620 Stone Avenue Horth suite 101 Seattle, Washingtoft 99103 phono. (20s) 528-7509 faw [206) 525-06el 4VII WWI 144-VVY1 db ............. ............. ------------------------------------------------------------------------------------------------------------------------------------------------------------------ TEL NO. - Feb 23,95 16:33 P.02 Fjortoft Reeldenov lob No. 1040-01 February 23, 1995 Please note that the total infiltration aroa exoteds that of the original design. The changes remain Consistent with the original design cowept. All other design features, excepti the layout of t % he SPMd0r trawAWS remain unchanged from the approved drawings. PIGM COntact us if you have any questions, P&ul L. Stoltenberg, p.E, Project Engineer C_ L4- r7, 't ot A:F 4L11% . ........ NOTIC�: VAT -n rr a - 0- r..—a-- C-c-u- - - - - - - - - -- .. j The -information'shown on the attached for use by the City of map(s) was com.piled 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 Orm-ation shown- or Inquiry regarding th*e inf' -rnap(s), including, but not Jimited to, the lotation of any sew-er stub shown. Suc sewer stubs may or may* not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its empto-yee-s o-r office-rs -sh-a-1-1 be 11a-b-lre for the information given on this map(5), nor for any one representation provided baseu upon'said map(s). The City of Edmonds Water Service Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION 0 OWNER ..... KF-ti .... AN-aepsat--,� ........................................... JOB ADDRESS --- 20.4.14 ......... 9-Zt,�.P� ... A��!�tw ................ f 11411CIDPPS 2.5' REPAIRS Ej LID NO . .................. . ASMT. NO . .................. 9 CONTRACTOR ..XEN .... AN. Q.E-Q- .................................. PERMIT NO. LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... NAME OF ADDITION ..................................... 20414 ') 2. N D ^Ve-.W. 0/4" Ir.0 PS. 1. SuPekLor-4 PE. r4 A C FE R 2- %"MTR Approved: -PART O%L 4-!&-5.5 DATE ....... B PWW.0001 -11/75 (REV. 11/78) ..... J 2-t4o )tS\\jF.W, a .Cf R CITY OF EDMONDSFEB 1995 SIDE SEWER PERMIT 8 9 0 1 9 -5 1� pU&10 tili DEPT PERMIT N2 8669 Address of Construction: Property Legal Description (include all easements) -.4 2! -7 C - co 0 - ac J - e, 0 0 -3. Owner and/or Contractor: A / 6r li� -�, e (\ / State License No. k� C- N E 9 0 w Building Permit No. 9 �_ C:�,!�7 3- 0<ingle Family 0 Multi -Family (No. of Units-) 0 Commercial 0 Public Invasion into City Right -of -Way: 2 /No El Yes RW Construction Permit No. Cross other Private Property: EK�oEl Yes Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. -2 Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLT. FOR SPECTION CALL 771-3M,, PUBLIC WORKS DEPT. ,T 0, �1, c 9. d Permit Fee: Issued By Trunk Charge:_C�?15 Date Issued:— 2—> qz— Assessment Fee: A)1141 Receipt No.: / Lid No.:— Z Partial Inspection: Date —Initial — Comments Reason Rejected: Date —Initial Final Inspection Approved: Datell_'—S�__ Initial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised MID The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS LID 0 A QVF'r TTi"% OWNER JOB ADDRESS ........... ....... . .................. . . . .................. CONTRACTOR................ ................................................................... PERMIT NO. LEGAL DESCRIPTIC N: LOTNO . ...................................... BLOCK NO . .................... ........... .............. I ..... ................... ......................................................................................................................... NAME OF ADDITION ................. . +"P.t-.e, co T F-1 u -,0 I Approved- PWW-0001-11/75 (REVA 1/78) DATE.....\,\ ........... .......... .......... By ............ ...................... ......... q,� 0. 1) ( 09-15-1995 18:10 7?? 7?? 7?7? P. 02 .—G CA FILE NO. G(�5 — I Criltical Areas. Checklist Site Information (Soils/tomraphy 00) IV, I. Site AddressaAcation: el-10 ,- tta,bd" kw -ft-6 2. Propeny Tax Acco= Number -30 Co 3. A*OxhuM Site Size (act= or square feet); 4. IS this sitc currently devetapeR _)�h_yes; _ no. Now% - If yes; how Is sim developed? Ig" &Mr 5- Describe the gmeral site topography. Che* all *9 apply. Fiat- Ies3 d= 5-sm.x elevation dkMV over entire Siva. Rolfinj-,. slopes on 3fte geamny I= d= 15% (1 vadeg rise of 10_f0ft over a horbrontil dista of 6644 Hilly: Slopes PfesM 04 she Of Owt dWA 15% =W INS ;han 30% ( a vertical rise Of 104�d over a horb=W distatwe of 33 to 6&fba). Steep: grades of greaW than 30% presm on 4" (a verdcW rbe of .1046a om a horizontal dbUnce of lea than 334*. Other (please desaft).* 6. Site conizins areas of year-mund SmWiug water Approx. DqA: 7. Site c0DWW areas Of Seasonal stakkling water Appm. Depth: What season(s) of the year? S. Ske is in the floodway floo0plain of a water course. 9. Site cman's * ere* or an am where waff am wrow 90 9MUVKIs surface? JRm are year- round? Flows an seasong? (What time of year? 10. Site is Prkmarfly: forested meadow shrubs mixed urban landscaped (lawn,*rubs etc) It. Obvious wedand is premt on sitc. Amoy"" F-17-9 - I - (01 ud—lz�—ito= Id ; wt$ 1-. LIJI 4 City of Edmonds Critical Areas Checklist Thie, Critical Are;as Checidist contained on this f= is to be filled out by -any persort preparbig a Development Permit 4plicafion for the City of Edmonds prior to his/her submittal of a devekqwunt permit to the city. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Am= are or may be present on the subject, property. The infwntion 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). An applicant, or histher representative, must fill out the docklist, sign and date it, RSCF.IVF-D AUG 15 1995 COMMU41TY SERVICES and submit it to the City. lim City will xview the checklist, maim a precursory site visit, and malm a determination of the subsap=t steps necessary to complete a' deveWpment permit application. Wigh a's4wd copy of this form, the !ff,"t should also submit a vicinity map or plot plan for individual lots of the parcel with enougb detail that City staff can find and idw* the subject parcel(s). In addWwm4 the appficaut dmH indude other pertinent Information (eg. site Plans twogmphy mapt etc.) or studies in CoWuncOm with this Checklist to assist AM In completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest aw the answers provided are factual, to the best of my knowledge (fill. out the appropAft column below)- r =—IF; T 7111 � tr) 204-lb qIAO ME Sbvd Addrcw U)MW city. Stdo. ZIP Signam Date KII UA W, � qJ1, 0 F1 , to February 23, 1995 THE GRLL1 GROUP � e olechnical Consulting City of Edmonds Community Services Department Engineering Division 250 - 5th Avenue North Edmonds, Washington 98020 Subject: Fjortoft Residence Drainage System Design 20414 - 92nd Avenue NW Edmonds, Washington Job No. 1040-01 Attention: �y!e.C,hrisman Dear Mr.'Chrisman: FEB 2 8 1995 ENGJNEE-riiii%'�, On F&hiir� �2','-'l 9��,-"Ireceived a'phone call from Ken Anderson, the builder for the Fjortoft residen'66,` indicating he I was having . difficulty fittingthe proposed spre . ader tre I nches onto the I lot. Today, I visited the site to observe the conditions and make recommended changes. The following are the changes I recommended (shown in koldirafted): TKENCH: LINEAL WIDTH FIN15H FIFE TKENCH I INFILTKATION NO. FEET (feet) GKADE I INVEKT 130TTOM AKEA (ft2) 1 : 6 92.5 91.0 69.5 765 ........................... ........................... ............... 55 . .. ....... 32.5 .... . '9 1. U- . ........................ ............................................. 69.5 424 ........................... ................ 15 ............................ 5 ............ 92.5 ................................................................... in field tfdepth i ............. 120 Total Irriperviouo Area = 1309 (originaldesign = 1275) 1. Minimum undioturbed oeparation between trench wallo = 2 feet 2. Trench No. 3 to be eotabliohcd in the f ield, With tiohtlinc between trenchep containine elbow ouchthat.third trench io aot trcn6h to be filled: Ti0ht line.ohall riot exceed maximum 3 Y4' abo�6 invert of pipe in trench no. 2. 3. Pe ' rforated pipe and oravel below pipe invert!5hall be embedded in orioinal oround. Fillmaybe !'. ". :' i ''" , placce �above trench area after oy!5tem hao been irlopected, exercioino care riot to damage the p.lpcor.the,oboervation pipco. 9620 Stone nuenue Horth Suite 101 Seattle, Washington 98103 Phone: (206) 520-7589 Fax: (2061525-9681 Jorto Resi ence Job No. 1040-01 February 23, 1995 Please note that the total infiltration area exceeds that of the original design. The changes remain consistent with the original design concept. All other design features, excepting the layout of the spreader trenches remain unchanged from the approved drawings. Please contact us if you have any questions. Sincerely, W21WIA po' 8, wnw Paul L. Stoltenberg, P.E. Project Engineer CITY OF EDMONDS IF 'r , ERMIT zo 19500S16 NUMBER CONSTRUCTION PERMIT APPLICATION JOB A,0 fOWNER NAME/NAME OF BUSINESS ADDRESS )qo, ffElAPT LEGAL DESCRIPTION CHECKI S SION NO. LID MAILING ADDRES 41 0 TESCIP Approved 13 PUBLIC RIGHT OF WAY PER OFFICIAL STREET IjAp. r ZIP TELEPHONE NUMBER EXISTING — REOUIRED DEDICATIO14 SW Permit Required et Use Permit Req'd Required C3 PROPOSED knspection Sidewalk Requ ired C3 NAME ,40400 T�H4.lug( 1:g,' I METEF Sl E 1.17�SIZE NO. OF FIXTURES PRV REQUIRED ADDRESS YES NO 0 _A REMARKS ZIP 0 E M 4 CITY z %7WrIOA) 1�3>ryo [��a NAME ADDRESS Cc) ENGINEERING MEMO DATED assalassais BY F0 z �PED CITY ZIP TELEPHONE NUMBER z _14 FIRE MEMO DATED REVIEWED BY Lu 8—LTqm�00 5 STATE LICENSE NUMBER EXPIRATION DATE VE� f-�Cl -I SIGN AREA SEPA REVIEW ADPINO. Legal Descriptionlof Property - include all easements ALLOWED f PROPOSED 4- COMPLETE EXEMPT Nj4- - SH 0 z LL cc EXP -I _,A VARIANCE OR CU 'DATy SETBACKS — FEET HEIGHT LOT CMI? wi Property S FRONT IDE REARM '16 -�6 z z 5 Tax Account :L.-% Parcel No. A -neX� REMARKS f (0 1!S61F1Ar-r=:6 1zNEW RESIDENTIAL PLUMBING E] ADDITION COMMERCIAL R71 MECHANICAL V APT. BLDG. SIGN REMODEL GR 0 G FENCE E] REPAIR W CYDS. x C4ECKEb- aY-- 04 TYPE OF CONSTRUCTIOwN (4.00D -7.- OGOGCCRROCUPANT CU �k —FT) DEMOLISH WOODSTOVE SWIM POOL INSERT HOT TUB/SPA SPECIAL INSPECTOR � -TAREA REQUIRED CUPANT CD GARAGE E . ]'RETAINING WALL/ RENEWAL 0 YES 12,571 REMARKS OARPQ&Z �AOCKERY 0 �TYPE OF USE, BUSINE§AJOR ACTIVITY) EXPLAIN: PROGRESS INSPECTIONS PER UBC z Ir 8 Is CRITICAL A&5tC1ILqj III W 0 W NUMBER NUMBER OF OF DWELLING 'STORIES UNITS_ AREAS NUMBER 9V AVW1A1eAF1.Mr1jRC ESCRIBE WORK TO BE DONE (ATTACH L P g!5 7,;114- 'FINAL INSPECTION REQUIR� VALUATION FEE PLAN CHECK FEE BUILDING HEAT SOURCE: GLAZING % PLUMBING ..Plan Check No.. MECHANICAL This Permit covers work to be done on private property ONLY. OR AD I NG /F I LL &*2 a02 Any construction on the public domain (curts, sldewplks, . . - I I . driveways, marque0, etc.) will require separate permission. STATE SURCHARGE Permit- Application: 180 Days Permit Limit: I Year - Provided Work is Started Within 180 Days STORM DRAINAGE FEE -�11 "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE s6ccessors in interest, agrees to indemnify, defend and hold ow harmless the City of Edmonds, Washington, its officials, 5 dhiployees, 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 modify, waive or reduce any requirement of any city ordinance 0.- I nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE liprovisloh." I hereby acknoWledge that I have read this application; that th' ATTENTION APPL "CTION APPROVAL 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 regula))ng construction; and in doing the work authoriz- ed thereby, no pprson will be employe -�pf the Labor AUTHORIZES ONLY THE signed by the Building Official or his/her I� 4tion Code of the Statfof Washington relat r4n-s Compensa. I 0 WORK NOTED Deputy; and fees are paid, and r9ceipt is acknowledged In space provided. tion Insurance-afid RCW 18.27. INSPECTION SIGNATURE A 0 SIGNED DEPARTMENT 0 I L'S NATURE DATE CITY OF 17A EDMONDS #Dj ATfENTION CALLIFOR INSPECTION ELE ED JOS�oe - . - DATE _.,Op -*" Aot�o%, .IT IS' UNLAWFUL TO US/OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — Inspector U A. CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD — Assessor PERMIT APPLICATION REQUIREMENTS To: Applicant From: Lyle Chrisman, Engineering Inspector Owner -fJd^;ZT0FT Plan Check No: Address:— Date: After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS — 7:00 A.M.-10:00 P.M.WEEKENDSIHOLIDAYS — 10:00 A.rvL-6:00 P.M. 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on p ublic property. (ECDC 18.60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18.30.030d) 5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDERIOWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 18.30.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN . INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30) 8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp may be required. Contractor shall meet with the City Engineering staff to determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9. Driveway slope shall not exceed .14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver gmnted to %. (ECDC 18.80.060D) 10. Driveways must be paved fi-orn property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning of construction refitse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter. JECDC 7.20) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10) 1 16. C!6nnect . t th City sanitary system is required. A separate permit ired. y-mqu LIDN V Fees paid: Yes— NO Charge 53- _ (ECDC 18.10): 17. Underground wiring is required on all new construction, and for additions, alterati6ns, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.90) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY . OF THE BUILDING OR STRUCTURE. (ECDC 18.90) PRMTMR= STREET FILE dp mm mm STREET FILE Cr cl)- Z, 4 V.(,---. 2-t3 �-o �-z Ma?(. - +A T. sofooie-� O."m fwo A-5 tbr� 50oviq - M4P. t" TIX- ICW HM.4.MZ & MftMW M"ArCH OF IW4r RECEIVED PLOT PLANeCALM: 1" = 20'-0" NOV 1 7 1904 LESAL PF-5CRIPTION: Pmw Ca=fi LOT #1, EMERALD HILLS, ACC0f!ZDIN& TO FLAT THEREOF RECORDED IN VOL 31, OF FLATS, FA6E 46-4q, INGLUSIVE, IN SNOHOMISH COUNTY, Y%A. RRO PLANNI G APDRE55: -20414 q2nd AVE NK EDMONDS, V4ASHIN64 THE GRLL1 GROUP Geote ch ni cat Consutting January 25, 1995 City of Edmonds Community Services Department Engineering Division 250 - 5th Avenue North Edmonds, Washington 98020 Subject: Fjortoft Residence Drainage System Design 20414 - 92nd Avenue NW Edmonds, Washington Job No. 1040-01 Attention: Lyle Chrisman Dear Mr. Chrisman: i� L U E"] L VL L� JAN 2 5 13315 F ZLMM'i i T CC U N T E! I �0 r I r', 5 Attached are the calculations and drawings of the drainage system design for the single-family residence referenced above. It is our understanding that a storm sewer conveyance system was not readily available at the site. Our approach includes retaining the increased runoff from a 25-year storm and releasing it at the existing rate of a 10-year storm through an outlet control orifice. We utilized the Y&W method for our calculations. The spreader trenches have been designed to infiltrate a 10-year, 24- hour storm. Conceptually, the rate of surficial runoff and near -surface flows will remain unchanged from the property as it now exists for the design event. Drainage from all down spouts and surface drains should be routed through a catch basin prior to entering the detention vaults. This system will require periodic maintenance to remove silt from the catch basin sumps and detention vault. The homeowner should be aware of this. STREET r- - E 11 Vt U; L� ru*&- 11 1 P1 11 J 2 5 192; 5 .q 9620 Stone fluenue North Suite 101 Seattte, Washington 90103 Phone: (2061520-7509 Fax: (20G) 525-9681N.""I'AT COURiTF,714 .a Fjortoft Residence January 25, 1995 Job. No. 1040-01 We trust that this will provide a satisfactory solution, minimizing possible adverse impacts of the proposed development. Please contact us if you have any further questions or comments. Sincerely, THE GALLI GROUP Paul L. Stoltenberg, P.E. Attachments: Drainage Design Calculations (4 pagi 41�--jw;rs Drainage System Drawings (2 pages) cc: Ron McNurlen Vj,411y4,4--' C44Caz-,4;r1oN-C 4/ AI,- N W WA - 7;�a 1,,r. A /we /zrd Q:; ,7 2� es F 4 .04fr. 1417 a's 1;1,7.4 0 /,S xe . .... z Ar /t 0. -zo s Z�6 7WO �77 40, Z.700 t 7, 4,1 Z 7 - A�� -/;I 1A 2.2 0. 0 POS6rO /':��7-0 - ----- . ..... Me- -Z, 46 -70 62, V 7 7-wf fy 7�7PAIVP >Z1r, ;b7Z/, Y �C . —IA14-PC jA (-F -tq-5- 2 (6L -0 (,r'6?-G2 62917 017 �A OA . D40�1 -7 0/ 7411 �rl—/ CpAn 4- IN Jh/ 0. 13.4 (a .1-5-) (Z. (3 -C -,Z) X /441 7/-s 1 ive / 74 '17'714*q_ <ZJ4, jelz A"7-s or q.8 ),a 710 7-4WIr v v m-v w (IoOoje- Ile--7 7Z v4z e r C— 7Z 7& -574 d C) 85- 4. L4 0 't7� -r i m AT s i z,5, trorz LTAA.-r(OK -74ar �r S 4o r ol �O�A f it rk t#4 e7l'ql"-o 174 �111'? Dk' cl t 94 1 /Oa a4,Lc,� L 4- vj f vp �5 7 (.�',-AL4 UL A -rrz weelyew )=Z;Y? -Al A VAI� Ny Owl. ---- ------ 65_ S" 5�f 0 & 9 0 - 19 4 - City of Edmonds Critical Areas Checklist e �riti`w" Areas Checklist contained on is f rm filled out by any person Mea Development Permit ,I M Alvafflng .'i&Wfication for the City of Edmondsprior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable city staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, DEPT. 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. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and. identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: 1, AJ / :7 ? ZZ Street Address 5-1f — &11 , -2 1 Y � 7 S) I -? -7 City, State, ZIP Phone Signature Date 2. 0 6 -- -rV6 - i -73 Applicant Representative: Nam Street Address City, State, ZIP Phone Signature Date CA FILE NO.__jY— Critical Areas Checklist Site Information (soils/topography/hydrolo /vegetation) 'F 1. Site Address/Locadon: -Q Of- 4 Z 2. Property Tax Account Number:/_� _000- 3. Approximate Site Size (acre,,�* square feet): b 4. is this site currently developed? _yes; If yes; how is site developed?- 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet el evation change over entire site., Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet)� 1'94 horizontal distance of 66-feet). COUNInt- 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). Steep: 9 grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal dista4b of less than 33-feet). Other (please describe): 6. Site contains areas of year-round 7. Site contains areas of seasonal st What season(s) of the year? 8. Site is in the floodway ig water: /�/o _; Approx. Depth: water: A16 ; Approx- Depth: /Vo of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? Ad, Flows are seasonal? ff C (What time of year? 10. Site is primarily: forested Meadow _2S_; shrubs mixed urban landscaped (lawn,shrubs etc) ll.. Obvious wetland is present on site: T/1/11,� RevOl/004 - PLANNING DATA SITE ADDRESS:100 �/ q;Vf A4,W, DATE: /ZA"Ad/ I I ZONING: A—J2 PERMIT#: 14 - 2:zep PROJECT DESCRIPTION: SETBACKS: Reguired Setbacks:13C) s.!ja-f0zp Front:- jWK[eft Side: Q Right Side: /0 Rear: 26 Actual Setbacks: Front: Left Side: Right Side: Rear: FLOOR AREA: LOT COVERAGE: Maximum Allowed:-q,5&& (3'P64) Actual: j5ag 62,Y%p) BUILDING HEIGHT: /2.1 Maximum Allowed: �� (1-5 ') Actual Height: S4M-2-�-' SUBDIVISION: rAV -/ - CRITICAL AREAS #: / 3 SEPA DETERMINATIO LOT AREA: P4 1; �Z-73 OTHER: 77777� W615 7. City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT q57- d 0,:i Permit Number. Issue Date: A. Address or Vicinity of Construction: 89 0 B. Type of Work (be specific): 41- VetJ dk C. Contractor: ND LEI R- S 6" CO NS7r-ontact: 1<,e &f Mailing AddrFd.' I-Z309 10,11rr-eet 986 ? Phone: -7 -1 1- Pa .'1, e 2- syi I StateLicense#: 1(6&1A1QC* @R.DMZ Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):' E. E] Commercial 0 Subdivision El City Project [-] Utility (PUD, GTE, WNG, CABLE, WATER) n Multi -Family A Single Family Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut': 0 Yes? []No G. Size of Cut: x H. Chargq_$ 0 APPLICANT TO READ AND, SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City ofEdmondg 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 or not limited to the defense ofany legalproceedings including defense costs, and attorney fees by reason ofgranting thispermit. 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. 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. Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be available on site at all tim s for ins ectilp purposes. z, Date: Signaturree.:-�— (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR, CITYUSE ONLY APPROVED BY. RIGHT'OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER DAYS DISRUPTION FEE/FUND Ill: SPECIAL CONDITIONS:' -,RESTORATION FM� 04-co f7ertoap,/�-A PERMITFEE: 'JOTAL FE.Eh'0�� COMMENTS: 'RECEIPT -FEE: DATE: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES Comments: Diagram.: CONTRACTOR CALLED FOR Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) 1:1 YES Date: Date: E] NO I % W� 6 C3 1 9 City of Edmonds RIGHT -OF. -WAY CONSTRUCTION PERMIT PermitNumber: 4141-1 Issue Date: A. Address, or Vicinity of Construction: 20414 92 AV W 9506999 B. Type of Work (be specific): Insta1l New Service C. Contractor: —Wgighingtan Naturial Gas Company MailingAddress: 1122 75 sT SW Everett State License #: 98203 D. Building Permit # (if applicable): Contact: Frmik Smw Phone: 447-3284 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. C] Commercial E) 'Subdivision El City Project M Utility (PUD, GTE, WNG, CABLE, WATER) C] Multi -Family 0 Single Family 0 Other INSPECTOR: INSPECTOR: Jk)k*�-&V++ F. Pavement or Concrete Cut UtYes 0No G. Size of Cut: x H. Chargq,,$ 4 APPLICANT TO READ AND SF N INDEMNITY. Applicant understands and by his signature to this application, agrees to hold KV�, ofEdmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Ednibnds, or any of its departments or employees, including or not limited to the defense of any legalproceedings including defense posts, and attorney fees by reason ofgrdntiitg 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 THE APPLICANT. 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. J V- o' Street shall be kept clean at all times. i , e, 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. Ihave read the above statements and understand the permit requirements and thepink copy of thepermit willbe f available on site a ime r i p ton purposes. >AM10000 S Signature: 5��w 1 &MAd- Date: 12-29-94 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: TIME AUTHORIZED': VOID AFTER J%J2JCC4 8DAYS SPECIAL CONDITIONS: COMMENTS: RIGHT OF WAY DEPOSIT DISRUPTION FEE/FUND Ill: RESTORATION FEE: PERMIT FEE: TOTAL FEE: RECEIPT FEE: W DATE: 141� 1�-- 7 1 1 NO WORK SHALL BEGIN PRIOR.,TO PERMIT ISSUANCE Engrg. Div. 19§1 ku FIELD INSPECTION NOTES Comments: Diagram.: CONTRACTOR CALLED FOR Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) YES Date: — Date: — El NO a-2-- pub Fq n M x"wwo I NatwW Gw AvmiwKjIonEm4wCbnxww 41 - 4F Addendum to: City of Edmonds Right of Way Permit Application Submitted b�: Mariamne Kingsbury Engineering Aide Washington Natural Gas 1356-7500 X7596 I 9SC*99CI 192- &\./ %A a-2-- P06 An MEOW M wv gown I 1� Natur5lCvw AvAviwxjtonErwwCcnvvv Addendum to: City of Edmonds Right of Way Permit Application Submitted b�: Mariamne Kingsbury Engineering Aide Washington Natural Gas 1356-7500 X7596 I VQ MMMMD-dbj� a-2-- Poo pq n wvqmmmgvwwvo -- W I NaturM Gas == AWaqwxjtcnEmWCaTPcwV . 1 0 Addendum to: City of Edmonds Right of Way Permit Application Submitted bk: Mariawne Kingsbury Engineering Aide Washington Natural Gas 1356-7500 X7596 I b CTSCG99CI STREET FU.E CA FILE NO.-25� Critical Areas Checklist Site Information (soils/topography/hydrolo T/VeEetation) 1. Site Address/Location: IP </ 2. Property Tax Account Number:/4 7- 5 o Z-- 3. Approximate Site Size (acrei-oft square feet): JV' 2 -6 4. Is this site currently developed? _yes; V.- T. If yes; how is site developed? 5. Describe th e general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). 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). Steep: grades of greater tha n 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: Approx. Depth: 7. -Site contains areas of seasonal standing water: All,, Approx. Depth: What season(s) of the year? 8. Site is in the floodway lfle,> floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? V�, Flows are seasonal? lAtIc (What time of year? 10. Site is primarily: forested meadow �>e\ shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wedand is present on site: 111�12 RcY01/04f94 & 9 0 . 19 4 - City of Edmon& Critical Areas The Critical. Areas Checklist contained this form is to be filled out by any per preparing a Development Permit Application for the City of Edmonds p to his/her submittal of a development permit to the City. The purpose of the Checklist is to ena 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 fr observations of the site or data availat City Hall (Critical Areas inventories, or soil surveys). An applicant, or his/her representati must fill out the checklist, sign and, at it$ 3 - L OT ;�—'V to hecklist and submit it to the City. The City will review the checklist, make a precursory site visit, and make a deterinination of the subsequent steps necessaryto complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent, information (e.g. site plan, topography map, etc.) or studies *in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical �rea Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Name Street Addrew IHe- , city, state, zip / V /=�& I Phone 6 --- 2 IV Signature Date 0 6 — S-41 i -73 5-- Applicant Representative: Nam Street Address City, State, ZIP Phone Signature Date DRAINAGE OY5TEM PE5IGN FOR FJOKTOFT KESIDENCE TKENCH! LWAL IWIDTH FimsH rim TRENCH INFILTKATION NO. FEET 1 (f"t) GME INYEKT 130TTOM AKEA (ft2) &7 3 92.5 91.0 90.0 435 2 ro& 3 .. . . ......... I 92.5 ............................ 91.0 ............ 3 50 1 3 92.5 ........... ................ .... . ......... 46 9 20414 - 92ND AVENUE NW EDMONDS. WASHINGTON 13Y.- THE GALU GPOUP 13500 LAKE CITY WAY NE a 5EATTLE, WA5HINGTON 98125 PHONE: (206) 363-6449 T�c ct2.,, en% p- IL KZ r-E �Y_ t F 4,21 ACCEPTABLE TIGHTLINE MATERIAL N-1 2 ADS Sch 40 PVC SDR 35 (ASTM D3034) 77 -/-,7- 7- 77 7 7 17 17 . . ...... ... . . 71: 3' 4-rog ......... . " r,4� r,'<. Zo ip �f r CoOPC PATIO 'c4omc PAT110 Ls *01vo IL)l pit&) \1 1"S-AVr4a.5 Me4S Sao ZZ41 1601 Ar-10 Y-- W.4 1174 /Zo 4 ZZ6,* 5- 6 7- 7Z 4 -334 /A/4*44 ,f 46 ILI) 'Tol ��" �Zlt. # W t�l CZ2.clo )-6 Fdk�_-r - 1,0 sm YAW" iMAN KDOR ELLV= LFFIM FLOOR ELLV= Ftvc-Au. ELEV= "16 ";r 4,1-, z ;Z.� Lqo Z/ L.-- L W 7A 5�5m.]L. Lor In, emmqhkLv WILL&, A"c"ONa- TO FLAT THERWIP RM=*W= 14- VOL St. OF FLATS, 1PA4C 4&--", NCLLONM N 5N0H0M9*+C4UKT"t-, YAk A_CMZRM55_- 2041.4 R2nd AVIZ NK, CroMONM, YVal4NCvT0N ST . REET FU I Imi 64:6 F 2W dow.., YV4-K 4 V_ ATIPOVED AS NOTED Z_4! 4u&fZFc_Le 45=, ... wee 16. 0 Kv— WATER SERVICE INSPECTIONS wrioN 01 l6a 2 5' PAGE 1 OF2 V/6.o-r SLO4 L I NE ax1,rIN4r sm,te _bA, olt TEMIPOKAKY EK05ION/5EPIMENTATION CONTKOL TEM QKAKY 5ILT ION FQNQ No Ocale 'ria i4orL- i Ne FRo M 1q00 F V0Wr4,=,VWT6 .7y :�wgb.-frs Iz.11t0I4 % .1 0 1. Z ' rA (N IF I I 4404 -fl,44TWNG. 6-TL,) TQIAAIK� INV. OLaT. 54.4, Mig. <PL_0FQ 0.0?_ FT/rf CATCH DANN N0.1 - DKIVEWAY No 5cale Zo . _v I eIC..6,9P_,LL. =_AZEMOYAGLer 46 Ig, MIN _ * e, - , . -1, , -� A CATCH MEAN NO. 2 - PATIO No 5cale 9 4 "MAX 411 �6 -r L. F'q 0 rA C - 19. - rwt< ------- 90- 44 Nc:I-rg. No vrz4it4&AF_ mRmvrTav iwro vtr-,TsNTI0t4 VAL4 L:T�6 E�K(::zpr rlzorA e--13, Ne'. z SLEV-v PKAINAGE 5Y5TEM PE51GN FOR FJOKTOFT KE51DENCE 20414 - 92NP AVENUE NW EDMONP5t WA5HINGTON DY: THE GALLI GROUP 13500 LAKE CITY WAY NE 5EATTLE, WA5HINGTON 9&125 PHONE: (200) 303-6449 5—M PH r-'IZAMS 4" Lll�� C,�! P 0 /4A*T1Vr= C30)L- I? DETENTION.5Y5TEM AND OUTLET WORK5 No5cale N 0 T E 5,-, TEMPOKAKY SEP IIVIENTATION/EKO�ION CONITKOL (T.E.5.C.) 1. 511t fericco, otraw baloo,and othcrTE5C mcaourea ohown on plan ohall be, in place prior to acilitleo muot be eati5factorlly maintained until extenoive c1carino or gradine. Theoc conotruction and landocapIno 113 completed or potential f or on-olte, croolon hao paoodj. 2. Runof f f rom driveway and buildirio ffotprint ohall be diverted toward temporary oiltation porid by mcano of ohallow perimeter trenchco, earthen berme arid/or otraw baloo until roof down opouto are Inotalled, catch bar ]no are In place arid detention oyotcm io f unctional. It la recommended that the driveway arial patio be poured prior to uolno the detention oyotem to q avoid olltation within the catch bael Po arid detention oyotcm. 3. Temporary oiltation porld ohall be Iriltalled uperade from location of opreader trench. PETENTION SYSTEM ANP PKAIINAGI� FLAN NOTES 1. All work and matcrialo ohall be, In ac4p'rolarice with City of Edmonclo 5taridardo arid Wa9hinoton 5tate Department of �orarieportatlon/APWA 1994 5tandard 5peolf Icationo for Road, l3ridoc, arid Municipal Corio"truction. catch baolrio are baoecl upon f iriloh f loor elevation arid 2. Elevationo for deterition oyotcm ano topooraphy provided In Plot Plan, prpvidcd by MoNurlon Peolon Group, Placement of omall rockerloo arid ouboequent; r4eradirio may have altered the topooraphy ohown. 5ome reoradirio may be rieccoeary to provioe riaccoaary cover f or detention vaulto. Location of 5preader trench may be altered In t1ja f leld provided the lerioth and depth arid ocrieral orientation are ao ohown on the draOnO5, 3. All pipe materialo uocd ao part of d4tentiorl oyatem between catch baolno arid opreader trench ohall be emooth-interior hloh cri6lty polyethylene, or Polyvinyl chloride (PVC) o6wer pipe (5[)K 35 or thicker). 4. Footirio draino ohall not be tied lritol�hc otorm water co Ilectio ril conveyance oyotem or opreader trench. 5. Maintenance of the otorm water de;tentlori and drainaoc oyotem ohall be the reoporiolbility of the home owner. Periodic mainteii ance of the catch baoino and the detention vaulto io neccooary to provide adequate perfl rmarice and prevent; oiltation within the oyotem. 6" MIN MIN 6(.EAq. r=,TRA.V '110 WALL "V I- _:�T, A??y?&� i M A115 0r;ZIA(MAL - 6%(?0(j 44"-V1,&. J�,IAOMIA WALA_ 4 .7 6", MINI. 0_s&%x 1. 6, 1, 0 og I IrAa 44, 'TOI _44b I MA ocale i.7 �Aeq.0, V IDI N'<- _�o r.? . ICJ89 :3 PAGE201`2 'AGE 5Y5TEM PE51GN PRAIN UK FJOKTOFT KE51DENCE 20414 - 92NP AVENUE NW EDMOND% WA5HINGTON 13Y- THE GALLI GKOUP 13500 LAKE CITY WAY NE 5EATTLE, WA5HINGTON 98125 MUM= kZU(0) 0(00-(o - - - - - - - s I 'r EeNe- 14 00 -.221as 7`7 7 ------- - _-tL� -4 Pr4e AMR 7.1 7. 7TZ�cz-j*--- g- �yn (ry f) ---------- 7 rtqp- w- 0 _7 7 7 -7 7 / 17 7 7 ................... .... ................. ...... I I zo cdkz CA:W.., f PATIO �-750 6ALe -=MC PATIO* Z/o 6� 0 �-, '00 �00 2T A —my—,, C40W., M&4 -ti-wr4cap--um __vTfftA-poN )-6 Fdr4e—T ot MAN FLOOR ELLV= LNDFM;t FL47on ELLV= TRENCH-: LINEAL I WIDTH FINISH ME TKENCH INFILTRATION NO. I FEET 1: (fast) GRADE INVERT 130TTO M AKEA (ft2) 7 - ------------ 1 3 ........................ 92.5 ....................... 91.7 '90.0 435 2 Go .3 . ... 92.5 ..................... . ... 91.0 .................... &9.5**:; ............................................ 390 ................... .......... 50 ............. . .. ..... 62.5 ....................... . 91.0 ................................. : t .................. &9.0 0 0 X lfVE-AVfdU- A44=4S co C3 rAh m 160 'net v--W A Y 79a 96 no Z?4 * 5-67—�6 7Z ZO -33 OALK f4414 --j C 00, o Z�7 VIA' 4 V CPA, . . . . . . . . . . C2 WATER SERVICE INSPECTIOM EQUIRED. CALL 771-0235 capinEs 2 L Or A N, xg5, Y, Lor *1, ametALD 141U.4&, AC4CRZ*QP- TO MAT TI4MUX;P` q2nd AVM4US Aftr"., lc� R Z;PVW IN- VOL St. OF PLATS. PA4a 4&-44. NCLU-51`4M N %4owwofc4uwrvr, rik- =414 cOsd AVE W MMOWS. r*&4N&TC% '4�Tcp OF MM*XC 0 AOSUMM M"ATION (:p' APP ID AS NOTED PAGE 1 OF2 1 0 1 ir lk 404A.. & _-- --t're!L a vr-- ::7 1 1 1 14,,elV( D� 6 or- ef CIO 2W I ir "M 'To x 'g-3. -9-47 -rt�!` I IL im W6,o-r SLO4 LING N-r TEMPOKAKY EK05ION/5EPIMENTATION CONTKOL TEMrMAKY151LTAT1Q.N-r0N.P No 5cale NMC?; TEMPOKAKY SEE) IMENTATION/EKOWN CONTKOL (T.E.5.C.) 1. 5Ilt fericeo, otraw balco, and other TE5C meaoureo ohown on plan ohall be in place prior to extenoivcclearinooreradino. Thcoefacilitleomuot�coatiofactorilymaintainccI until conotructionand landocaping io completed or potential for on-oitc crooion hao paoocd- 2. Kunof f f rom driveway and building f potprint ohall be diverted toward temporary olitation pond by meario of ohallow perimeter trenchco, earthen bermo andlor otraw balco until roof down opout5 are, irlotalled, catch bapino are In place arid detention oyotern 19 f urictional. It, io recommended that the driveway ariq! patio be poured prior to uoing the dcteritlon oyotcm to avoid oiltation within the catch baoino arid detention oyotem. 3. Temporary oiltation pond ohall be inotalled upgrade f rom location of opreader trench. PETENTION SYSTEM ANP PRAINAGE PLAN NOTES 1. All work arid matcrialo ohall be in accordance with City of Edmorido 5tandardo and Wat�hinotori5tate Pcpartment of TranoportatlorilAPWA 1994 5taridard5pccif Icationt) for Road, l3ridoc, and Municipal Coni3truction. 2. Elcvationo f or detention oyotem ariO catch baoino are baocd upon f ini!5h f loor elevation and topography provided in Plot Plan, pr ' ovided by McNurlen Pcolorl Group, 1-13-95. Placement; of i3mall rockerico arid oubocquent rjoradind may have altered the topography ohown. 5ome regrading may be neccooary to provi4c ricccooary cover for detention vaulto. Location of Eyrcadcr trench may be altered In the f leld provided the length and depth and general orientation are A!j t)hown on the drawinoo. 3. All pipe materialo uocd ao part of detention Evotern between catch baoirio and opreader J?11%(eE WA. trench ohall be omooth-interior high denoity polyethylene, or Polyvinyl chloride (PVC) 9ewer pipe (5PR 35 or thicker). -1-14 V L -T, I TO -TANK raino ohall riot; be tied into the otorm water collectionlcorivoyance oyotern or 44 qu -INa ( 4. Footing J 6H 1 L-INIQ FROM -qOUF "-TC) TY40t�- opreader trench. vowriGeOUT6 cA '71 INV. OUT - 96. 6' 7-7-- Allr0o'411 H&11�5 5. Maintenance of the otorm water detention arid drainage oyotern ohall be the reoponoibility rK d T F-rlr-r �r 6 6us-rolA -- I- T, Z , (rA 1'- 14".1 4-.'L0PG . r) ('%;;� V i A: �i-�k k!n,;JMC; !AV1A t'.k,- VqHli-.!5 5 0 UTLE-r within the oyotem. -Z (4 worli% neccooary to provide adequate performance and prevent oiltation MIN LhDDeR- CATCH DA51N NO.1 - PRIVEWAY No 5calc 41( C_ ot flZC-4&%)gP W(TA 411 L 95. & I �:�- - . j co. M- 9-V 0. 1V -.!!s 0 pl-� M C .13. C�o L_ I r -TA-N V< Z 0 WALL 2 rU.StZ r2i�7� '-eovew. !rE?AbL.L CC I?P- M o)(A C L E� 06<5 4-aAi-LOV4 6 -7156' &&ILLON 44-VIIJ. 7 f7l r'e 6') PKAINAGE 5Y5TEM PE51GN FOR FJOKTOFT KE51P ENCE 20414 - 92NP AVENUE NW EPMONP5, WA5HINGTON 13Y: THE GALLI GKOIJIF 13500 LAKE CITY WAY NE 5EATTLE, WA5HINGTCN 9bl 2 b FHONE: (200) 363-6449 A ??y?0Y i M All,':' cft:Z'&(NAt- <51rzoomq 14 V1 h., e, MOOTU WA AL-L'5�ofr -ro T"K I T9 -�J.e A-LL kLe v 95. S N 11-4. 91.3 To MIN 01Z I rA49 0 CATCH DA51N NO. 2 - PATIO No 5cale No -re: NC> OrZ41N"a fk�jzM(-rrc-:q iti-ro Vt�,-TEKTIOW VALIL-V�6 5X,�ZFT V-'MOM NeD. Z W. pF 11Z, C e— <L� 60 MIN. WA "41 4-T I vir- 501 L :::!�jZjLVGL _VC 719 9 V V IN yr-) (-,rye) QETENT10N5Y5TEM ANP OUTLET WOKK5 No 5cale 51PKEADEK TKENCH 5Y5TEM No 5cale PAGE201`2 1�% A I I A A-% 0- %,f wg't- L A r% t- I L I /Z� 14,9�,'