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18229 SUNSET WAY.PDFIiiiiiii lill 11 13396 18229 SUNSET WAY Richard. Ballinger, Inc. project CO�,,:SUIJING ENGINEERS location client 302 TERMINAL SALES BUILDING TELEPHONE SEATTLE, WASHINGTONL98101-1029 (206)728-1615 Q? f- - "--' I -11,0 APPROVED BY PLANNING . Lj o i -/,-/ -7', z3'-f,( by date checked date RECEIVIED J U L 2 3 11,36 PERMIT COUNTER .0 sheetno. job no. 7 If sheet no, ichard Ballinger, Inc project by CONSULTING ENGINEERS location date job no. client checked 302 TERMINAL SALES BUILDING TELEPHONE SEATTLE. WASHINGTORZ�? 1-1029 (206)728-1615 date (P 77 4- Ilk ilk f4l gum! -0 00, wit Mow 6- 777 7 070"! P's s R Ain no . . . . . . . . . . . ..... 0, aw yar , UT USE CITY OF EDMONDS ZONE CONSTRUCTION PERMIT APPLICATION JOB DO 7F F�002-NER,NAME/NAIME OF.5 I USINL55 ADDRESS LEGAL � LEGAL DESCRIPTION CHEC IE RIESS : 161 STATE LICENSE NUMBER EXPIRATION DATE - include all Ta)fftiount . *1",65 -6160- eel -.�e:) 'Parcelft El NEW- RESIDENTIAL PLUMBING 14 0 ADDITION COMMERCIAL MECHANICAL AIPT - BLDG. REMODEL SIGN E] El ORA 0 [No FENCE REPAIR . CYOS. I X _FT) WOODSTOVE SWIM POOL qEMoUSH INSERT HOT TUB/SPA GARAGE RETAINING WALL/ CARPORT ROCKERY RENEWAL (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: NIJMSER` NUMBER.OF CRITICAL OF DWELLING AREAS STI UNITS NUK48ER DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) PERMIT NUMBER PUBLIC RIGHT OF WAY PER"OFFICIAL STREET MAP. T6SCP APP1011d 11 .W P.,.i. Required EXISTING — REQUIRED DEDICATION S,eV U,@ Pe"it Red . d Required 13 PROPOSED Sidewalk Required 0 METER SIZE LINE SIZE NO, OF FIXTURES PRVREQUIRED I I YES 0 NO 0 SIGN AREA $EPA REVIEW ADS NO. ALLOWED PROPOSED COMPLETE PT I JEXEM S.ORELINEI EXP , V — 7 '� - VARIANCE OR CU PLANNING REVIEW BY _`-'K DATE k_c)- I 7-1.k4i SETBACKS — FEET EIGHT LOT COVERAGE 7 SIDE / t-� -1 FRON! REAR I Z RKS jUj,. SPECIAL INSPECTOR 'AREA REQUIRED El YES KS PROGRESS INSPECTIONS PER USC 305 FINAL INSPECTION REQUIRED VALUATION FEE PLAN CHECK FEE 7 GLAZING BUILDING HEAT . SOURCE: % e", PLUMBING Plan Check No. 97(�- - MECHANICAL This Permit covers work to be done on private property ONLY. ORADINGIFILL . Any construction on the public domain (curbs, sidewelks, driveways, marquees, 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 "Aopllcant, on behalf of his or her spouse, helrs, assigns and ENO. INSPECTION FEE successor" in Interest, agrees,to indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or Indirectly from the Issuance x of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT .17 L2 0 modify, waive or. reduce any requirement of any city ordinanc: , —_ nor limit In any way the City's ability to enforce any ord I inanc TOTAL AMO LINT DUE -71w provision." I hereby acknowledge that I have read this application; th;t the Information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL 186thorized agent of the owner. I agree to comply with city and state laws regulating construction; and In doing the work authoriz. THIS PERMIT AUTHORIZES This application Is not a permit until 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 tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. SIGNATURE tOWNER OR AGENT) DATE SIGNED DEPARTMENT 'L 21'17,, CITY OF 0 !!C!,A INA DATE/ EDMONDS A y 712,11 Ab ATTENTION CALL FOR INSPECTION RELEASED BY: OfATE/ IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE �NTIL A,FINAL INSPECTION IHAS,SEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — Inspector Ad �ccfj r� PLANNING DATA NAME:.-r4 SITEADDRESS: IFZZ-7 TATE: ZONING: 425 - 12 PLANCHK#:- 6 PROJECT DESCRIPTION: CORNERLOT (Yes/No) SETBACKS: Required Setbacks: Front: Zr Left Side: tO Right Side: to Rear�--c,- Actual Setbacks:' Front: —Left Side: 26 Right Side: 10 Rear: 5-'( Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) . LOT COVERAGE: Maximum Allowed: rro Actual: z YZ BUILDING HEIGHT: Maximum Allowed: Actual Height:— A0 Datum Point: Datum Elevation: SUBDIVISION: CRITI CAL AREAS #: SEPA DETERMINATION: Al Pt' LOT AREA: 0 OTHER: CA L,,aVue.(.- 2,r a,.,4e cLt c,(6 Plan Review,By: May 29, 1996 RECEIVED Mr. Jeffery T. McCallum Jeffery Thomas Building & Renovation 1030 N.W. 179th Place Seattle, WA 98177 RE: Gedeon Project Dear Mr. McCallum: J U L 1 7 1996 PERMIT COUNTS CT wil MEE F1 You have designed a timber deck to be added to the Bill and Kathleen Gedeon residence at 18229 Sunset. Way, Edmonds. You have learned that the property is designated as critical by the City. You are therefore required to include a brief geotechnical report with your permit application documents.and asked tne to satisfy that requirement. inspected late last week in the company of the Gedeons. I understand that the critical designation applies because of 40-plus percent, slope immediately adjacent to the proposed deck. The slope was artificially created by cutting for the driveway. The slope is in the order of 10 to 15 feet in total height. From a shallow test hole dug near the top of the slope, glacial till of ample bearing strength was found at a foot or so depth. It appears, therefore, that spoils generated in grading for the house were wasted. offsite. UndiStUrbed glacla! till is characterized by high bearing strength and excellent slo e stability. The P geo!ogic rnap of the Edmonds area shows rio other soill type in the near vicinity. In the interest of simplicity, I recommerd that thes addition be supported on conventiciial spread footings sized to local code. It would not be cost effective to structurally engineer the foundation to take advantage of hi 'her soil strenath. 9 Excavathig for any foundation calls for application of common sense. 71"he difference between native ground and fill should be easy to discern. Ti..iS importalrit that.the deck supports bear on firm native and soil, not. fill. In case of uncertainty, ycu. should have me �rcinspect. I arn long familiar with critical area and slorx- setbacks in 'other localit-ies. I believe that the. Edmonds Community DeveJopnient Code was patterned+ after oiie or more (if those. It is m'y under,,fand-Ing that exemption ;.,,r exception is aflowed'in c !ises where the slope was arrificially created, where the slope height is less than 20 feet, or where there is no reasonably foreseeable likelihood of instability. Ali' of those Justification.'appiv hi this situation. Furthermore, trie project as designed will have no adverse irnpact on the site, or on any . public or private propelty. I recommend that construction be permitt5d I A4;11aqV_9bN1 - JAMES EATON, . (206) 6824 ICAL SERVICES trt, WA 98025 fib . ............................... . ...... 10 b fil �t�-q .."'j-10 1J."or 'Au U 1% 0- �i'ULZZ�jc, -.� 101 9i' , �6 m 4 -t Y� U F E V M:.Q N:U-5- 4A DEPARTMENT OF PUBLIC. WORKS 250 Fifth Avenue'North, Edmonds, Washin'qtori SPOSAL: MIT ��*STEM PH APPLICATION,, FOR A SEWAGE M (Submit 3 Copies) Permit to be issued to: ......... Ole Han son - ---------------------------------------------- --------- For installation at: .(street address) ... ......... ..................................................... -Subdivision---- Dobsons 'Park r ...... _-'.._-_1 Lot_ Addition o .. . ... . .......... ......... Type-o f Building: Ne%v.--.X.... Lxjsting,__: ......... Single family residence ...... X ....... Number of' bedrooms: ......... Other: (specify type or use) ............... -_-------------- ....... .................... ...................... ................................ Builder ...... Qje ..Han sen -------------------------------------------- .............. A ddress. 9226 f�r-. 220 th ... S.W.C...E.dmonds, ............... !a yri ng ----------- ss-200.1.9. Hiwa y'-,-9-9 - ly-nnwood ........... Designer ------ M.B,.-- I -------------------- ................ Addre Soil Log Hole No. I ------- 1§7---clay loam 18to 1A th some olay� ...... . _4 ...... - ------------- ------- sandy loam ---------------------------------------------------------- ------------------------ .................................. ............. I .............. ................................................ 'o. 2 dlay.. aind ... r.o.oks ........................... ........... L_ ..... . Soil� Log Hole N ----- 15_ �dp .. 1 J5:tP_.4W' ---------------- ....................................................... .............................. .......................... ....................................................... M� ................. ---'-Elcvatiori-of,-AVaier�T-able;---if-...iiicotf6tered.;:(.D�stance,.-.from-,,,7pund-sla Ue-':_'�11one .... ..................... 0 Swale'- as. ................ .............................. ,C rrec,tions to. control. surface water if needed*.�...:.': ....... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t 9 ............. ........................... Specify'if'any removing or grading.of t6psoil'in field area..:.---- V ......................................................................................... ............................ ............................................ ....... .............................. Percolation' Fall in zn'i'nutes/inch-'bo'ttom 6 test h8t,�, Tesf Hole No. I Average Rate ................ 8 .............. Test Hole No. 2 — Average Rate .............. 15 .............. ............ ........... (Fall in inin'utes/inch-boitorii 6" test hole) Test Hole No. 3 —Average Rate.. ....... ........ ....... . all in minutes/inch-bottoni, 6" test hole) ... ....... .. ... 4/26/ Average percolation rate on which to base drain field de�gign Date Taken Septic tank requirements based on present rules and regulations: Septic Tank Size.. ..... ;J__1000 ...... gallons. Square Feet -of-Disposal-T-i id -795 - --------- -bat g a Dei ..... . Si n ture s gner ..................... . ............ ... Y,f ),,:J-�is�'i!'ng --Agency,).: b DO NOT WRITE BELOW THIS Lff To be c6tilpleted ... ...... .... . Pe issued (date)., ermit..Nurnb6 rmit ............. . P. Remarks: .................................................................................... ................ ....... .......................... I kT ......... ............................................................ ......................... ... . .... . ...... ,. ............................. ............................................... `Xv '4F 7i Fl�� A., Nj Ilk 4e 11 &1 7, 14 4 o� Ar EDMONDS 994UVMM HEALTH DISTRICT DIVISION OF SANITATION 3011 Rockefeller Avenue, Everett, Washington .SEPTIC TANK INSTALLATIoN PUT FILE (Subinit in Triplicate) ADDRESS OF PROPERTY--- 18229 — Sunset Way .... -------------------------- ....... --------------------------------------------------------- Permit No-219 .......... Owner..QI e --- Ranson ............. ___ -----------_------ ------ Address 9226 -�_200-th --- SW_Edmonds ----------- - Phone... .............. ... _ tt I Builder----------------------------------------------- .................... .. Address ............. --------- _.." ------ ----------- I .................... Phone ........................ Designer .... M_.B_...Mqy#_ng ....... __ ............ .......... Address --- 2001-9 --- Hiway__99 --- Lynnwood --- PhonePR..&.-3101--- Installen.F.e.ford _jS� - -Son -----------_-- .................... Address --- 2941..NE.__2OOth._Seatt_1e_.55 ...... Phone__PR_.B-3589 I hereby certify the accompanying drawing is an I accurate representation of the system installed at the listed address. I also certify all recommendations and restrictions (concerning plumbing stub elevations, maintenance of grades, fills, surface drains, etc.) listed by me on my sewage disposal system permit application dated ................ ......... ._1..W:1r�...7/.j6/-6& been complied with. 0,2W Date ............... --- _ .......... ............. .... ................ ............ ............... Signature of Designer TO BE FILLED IN BY HEALTH DEPARTMENT ONLY Accepted ........................ ------------ .................. Date --------- 11'��la -ar/ NotAccepted ........................................................ Date ---------------------------------------- -------------- Signature of Sanitarian ----------- ---------- * ....... Remarks: ---------- (�3� ...... ...... e; - .......................................... ...................... _ ...... INSTRUCTIONS: Use thc reverse side of this forin for the drawing. Use a scale which will permit the greatest detail and still contain the entire site on one page. ATTENTION HOME OWNER: Your septic tank has limitations! It was designed and installed to care for an average -size family. Over- loading'the septic tank or disturbance of the drain -field may seriously impair satisfactory operation. Points to remember: 1. Have your tank checked periodically to see if pumping is necessary (2v2-3 years). 2. Do not channel ground water, surface water, footing drains or downspouts into the tank or drainfield. 3. Do not excavate, fill, place a structure, driveway or patio in, on, or over the drainfield. 4. Limit toilet fixture disposal to sanitary wastes and toilet tissue. 5. Detergents and bleaches used in normal household quantities will not harin the action of the septic tank and disposal field. BROWN WIT SEWAGE DISP05AL PER Septic, Tank ....... ..... gals. No. ............ CITY OF EDMONDS Disp. Field ............ 70�.�_..sq. ft. Department of Publi c Works Other.................... ............................. Name .......................................... ........ . ....................................................... is hereby authorized to iristall/' -repair sewage disposal.systern at .................... . ................................................ ................................. ............ Dateissued on ............... ----- . . .............................................. Permit ��pircs one year from date of issue DO NOT 66VE'' R'-.""BEF6RE APPROVED BY IJhSIGNER OR SANITARIAN I hereby certify this system wAs installed under my supervision and control and. complies with all provisions of the, City of Edmonds Resolutiong. Signatureof Installer ........ ................................................................... Date ....... ........................... Approved'[] Disapproved r-1 Date ................................................................. By .............................................................. ....................... Remarks: ........... ..................................................... ......... ....................................................... .......................... ..... ................................................ SANITARIANOR DESIGNER ................................ .......................................................... Date ........................................................... This permit shall be posted in a reasonably conspicuous place on the -job until inspection has been completed. 19 pop 00 jarwlri/ 1410 15CS Rx, '�ax N@7rin�-, Gurvw!ara, Inc, 0^** "00100 nAv V.0 Lynowcm1l, �-**ashkap�tcr. City of r, d! S"fewim Meposal Porpit ile. 2 for�if Residence W! 1,12-2-1—SumAkt '-Wyll. Ummids 1 11 Deal, HAKI t"m;aawnt t,-t;' � �rt oleconj thlx�llll autitc-rizo Ra4�!,mj val _QOn to Install a Nvitic. M�k arainfleld t?se resllvic* of 18210 Ounvat .4w and UtIlIze t1le ton O"j) ��Ot Amin ;)OOMIlly madro3c! !r'�two-nTj Cle drain-�-Ielfj '114 the Droverty Wal. will please erve that this drainfield does not LnFrLnpe upon adi nt prupert�/) Yc"r-j ve?r� trl;lv. CITY Cr EVI, OND.S us JOHN E. NOW Superintendent of Public Works JEM tak cci Redford and Son Critical Areas Checklist Site 16formation (sdils/topography/liydrology/vegetation) ,SiteAddress&4cation: k9Z11::1 45-un-al-A 2. 'Pro Tax Account Number. 7Z 3.': Approximate Site Size (acres or square fed): P44%. 4., Is this site currently developed? _2!:!:�Yes; no. If yes; how is site developed? Ve*-- Aa,^ 5. Describe the general site topography- Check all thatapply. Flat: less. than 5-fee I t elivation 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 o -f -feet). f 10 eet ever a horizontal distance of 33 to 6& .Steep: grades of greater than 30% present on Mte (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). .&I Other:(please describe): 6. Site 6ontainsareas of year-round standing water: Approx- Depth: 7. Site contains areas of seasonal standing water. Approx. Depth.7 What season(s) of the year? 8. Site is in the floodway.1 1.4 0 floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? . Flows are year- round?,,— t4o — Flomm are seasonal? 40 (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: 0-0 For City Staff Use Only L Site is Zoned? (Z 2.. SCS mapped'soil type(s)? _AUet-..Vj I/r6.,, 3. Wedand inventory or C-A. map indicates wedand present on site? A,"O 4;-,.. !,;Critical Areas inventory or C-A. tnap indicates Critical Area on site? -Y,.L 5.;, `�ite within' designated earth subsidence landslide hazard area? A/V 6., '.'Site designated on the Environmentally Sensitive Areas Mapl' DETERMINATION —STUDY REQUIRED CONDITIONAL WAIVER WAIVER Revie we d by: Planner Date-, M RCO 7, 1):,-. 9 ci 0 1 v U ECIM0 nds Critical Areas-* Ghe `klitt.', ne Critical Areas 'C. hecHik contalfted on'. mit. it to the City- The city Will this forrn is to be filled out byany person revIew the Checklist, make a precursory site Preparing aDevelopmentpermit W, 4 "and =akea deftrmination;,of the Application for -the Cit-V of Edmonds prior tl subsequent keps nec(msary to complete a to his/her submittal of a development, deVC110PMent permit application - permit to the City. W11111 2 -signed copyof this form, the The purpose of the Checklist is to enable 20ficant Should also submit a vicinity map City staff to determine whether -any- or plotplan i iduall of the par�el Jivtential critical Area�- areou,maybe withino�gfi'detail that City staff can find present on the subject property., � 1�be and identify -the subject.parcd(s) ,informationneeded to complete the addifiog4the applicknt shan include ,Checklist should be easily available from --'Other Pe'rtinedt infeirniation (eg. site observations of the site or data avai Wie'at; -p topokcaphy 'map, etc.) or studies in' City Hall (CriticalAreas inventories, maps, this Checklist to assist or soil surveys). in com .4. pie ng their prelin4inary* 'representative, assessment of the :site. An applicant, or his/he must fill out the checklist, sign and date it, I have completed the attached Critical'Area Checklist and attest that theanswers provided are factual, to the best of my knowledge (fill out the appropriate column' below),. % Owner Applicant: Applicant Representative: -Natne ZIA Aue- Jt-jc #Z11b �L- Nair6e:- — Street Address Street Address cseo�.,A ke J, City, State, ZIP Thone City, State,� zip. Phone Signature Date S* tu igna re Datt��,., V, City of Edmonds Critical Areas Determination Applicant: FBill (�deon Determination #: CA-96-56 Project Name: I Permit Number: I - Site Location: 18229 Sunset Way Property Tax Acct #: 4188 000 00 500 01 Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site, it was found that the site appears to contain and/or is adjacent to a Steep Slope Hazard Area pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a Licensed Land Surveyor delineating Steep Slope Hazard Areas must be. completed. Any slope over 40% with more than 20 feet of rise will be classified as a Steep Slope Hazard Area. A 50 foot buffer is required from both the top and toe of the slope. A 15 foot building setback is required from the 50 foot buffer. For development of any kind which is proposed within the critical area, 50 foot buffer or 15 foot buffer setback, it must be shown that the development will not adversely impact the Critical Area or its buffer, by doing one or possibly both of the following depending on the outcome of the study: For development proposals which will occur within the 50 foot buffer, but no closer than 10 feet from the top or toe of the slope, the 50 foot buffer requirement may be reduced to 10 feet if a study is completed by a licensed geologist or geotechnical engineer which clearly demonstrates that the proposed buffer alteration will have no adverse impact upon the site, the public or any private party. All Critical Area Studies must be completed under a three party contract where the City hires the professional required, and the applicant pays for the study (pursuant to ECDC Section 20.15B. 150). 2. If development must occur within the critical area, buffer, and/or buffer se tback, and is not identified as an exception per ECDC Chapter 20.15B, a Reasonable Use Exception and Variance must be obtained pursuant to ECDC 20.15B. 180A and 20.15B.040C). All proposed development of the subject lot must meet the requirements of Chapter 19.05 of the Edmonds Community Development Code. If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for review. I f the Planning Department finds that the proposed development permit will not adversely impact a Critical Areas or its buffers, a conditional waiver may be issued on a project by project basis'. I .,j o V./L Name Date 2 --:4�_N . W #18 T271 R4 A% 10708 J791* 8 07039 PARK 73 79 17905 179 " 1 '/179 22 " 7� 51 ARIC 18016 p $017 CIO 000.0 102 18126! T 1 29 Is/M 19117 18101 S(2 1 01 18136 18206 '122 18226 18214 18215 16210\,9218 I ;-, 192 18221 )Uzv 18ioc '. 183POI 511 —18306 A 16311 18310 183 23 In" 18324 18331 01 ;-Z 3go 16336 18339 101 cc ST. S.W.' S. 194" 1840Z Q4m 18400 10403 1.03 18410. A41% 164 ry 34 1901 6,;03 g414 104" 18427 8424 RMS .104V J9420 1"10 low — 18429 18902 Isfog 16562 ig-503 0, 003 az I 18SI4 J8522 )OTIS' '-issu 18515 Hurr ISM PARK wo ft QNI lei 2Z Val %U PL w co to '717 IWO .24 r;s 22 18717 1"724 zles 5 Mea l"01 1860.7 to" leels lob lean loot] .9 iffles?"D loll isetwe loll* NOV SIG G 111file 18229 ISO The City of Edmonds APPLICATION for SIODE SEWER PERMIT NEW CONSTRUCTION 0 REPAIRS 0 EASEMENT No . .......................................... Z-/r) 1!;-/ . ....... E ------ PE OWNER ......... ........................................... CONTRACTOR .... ........ . ................ ------------- * ------- RMIT No. ADDRESS ........ 5��5j�� ....... �?� ........................................ .�- LEGAL DESCRIPTION: LOT No. :5� ....................................... BLOCK No . ............................................ NA24E OF ADDITION ........... .. . ........... ��Z, ............................................................................... w LL APp. MAR 2 Approved: DATE........................................... By .... ............... CITY OF EDMONDS CaJI FRospect 6-1107 when 7ork CIVIC CENTER WATER -SEWER DEPARTMENT -ready for Inspection. (No Insp *_ Is ec tions Saturday, Sunday or bollda.ys.) NO.: 28 SIDE SEWER PERMIT ADDRESS............ 1.8.2.2.9 .... S.un.s!�t .... W.ay ................................................................................................................................................. OWNER ............... W*lliam E. Doer chl 9 ...................... CONTRACTOR ......... owner ..................................I § .......... Cj ....................................................................... Permission Is granted ................ M ' arch ... ** ...... 2 ' 7.19..AA, for ........................ days to REPAIR or CONNECT a side sewer xvith City Sewers in accordance with application oil file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer In street area., Do not cover any portion of sewer before it has been Inspected. NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than 'A will be permitted. NOTE No. 4—Trenches In street must be water settled and surface of street restored to original condition. Contmctors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5—It is unlawful to alter or do any other work than is provided for In the permit, or to do any work on the main sewer or Its appur- tenances except to Insert the pipe Into the wye.