The URL can be used to link to this page

20625 88TH AVE W (2).PDFIIIIIIIIIIII 8481 20625 88TH AVE W iu/i6/96 08 : 13 FAX L4J 1) 1);..' October 16, 1996 Mr. Paul Stromme Stromme Construction 9623 - 8th Avenue N.E. Seattle, WA 98115 RE: Hoffman Short Plat, S-95-197 Dear Mr. Stromme: RECEIVED OCT 2 8 199G PERMIT C00jyTE,,9 You intend to construct homes on three contiguous lots in Edmonds. The site is in the vicinity of 20618 - 88th Avenue West Two of the lots are on a shared moderate slope and the third is below the slope and relatively flat- Attached as page 3-of this letter is a partial, scale -altered site and topo plan prepared by Dean Read, architect. You have a long familiarity with the combined properties and were aware that foundation conditions were unfavorable for conventional shallow foundation support on Lot 3. For this reason and to head off any future questions about slope or foundation support for Lots 1 and 2, you asked me to inspect and prepare this letter. At my suggestion, you arranged for the services of a backhoe at the time of my inspection last week Three test holes were dug; their locations are shown on page 3. A summary of conditions found is presented on page 4, 71e stratigraphically de ' epest soil type is'glacial fill, found at location three- Locations one and two are in an ancient swale which first collected sandy sediment then organic silt and peat- Grade has been raised about 5 feet with fill. You can expect that there might be intermittent groundwater presence at 2 to 3 yards depth at Lot 3, though none was observed during test digging. Soil conditions are highly favorable for developing Lots I and I The glacial till there is a hardpan at a depth of roughly one yard. I recommend that all parts of your foundation system be dug sufficiently deep to bear an the hardpan. Because of the unusually high strength of the till, slope stability is not an issue. Conditions are not favorable for conventional foundation support on Lot 3. 1 recommend that.the house there be supported on small -diameter steel piles. The piles would be between 2 and 4 inch diameter and of length determined by driving perfonnance. Tle piles would be driven to practical refusal as defined by the procedure and equipment employed. Below is a summary of size -capacity options. Higher capacities or different sizes might be allowed subject to load testing or other justification. JAMES EATON, PE && GEOTECHNICAL SERVICES (206)'682-W2 re-1 Box 126 * Ho*bart, WA 98025 10"161'96 08: 13 FAX [a 003 Mr. Paul Stfomme October 16, 1996 Page 2 Pile Type Deiven By 2" Schedule 80 90 psi pneumatic hammer 3" Schedule 40 350 lb. hydraulic hammer 4" Schedule 40 350 1b. hydraulic hammer "' * Nominal Allowable Capacity 4 to 5 K 12 K 16+ K 'ne substance of this information was verbally passed to Clark Johnson Assoc., your structural engineers. At that time ihe garage floor options were briefly discussed. With less than a full structural slab there is some risk of slab settlement You can minimize the effects of settlement in ways short of pile support. The choice may reduce to a practical and economic one and will be discussed with you and your design team. Conditions beneath Lot 3 are not so adverse as to require special recommendations for utilities or for inci.dental improvements such as the driveway or sidewalks. 7 Please see that I am provided with copies of the foundation plans when available. Yours very*truly, of 'WAS cc James Eaton, PE Qj.� 62-8791 1. 1 N cc: Dean Read, Architect E)(PIFIVS Clark Johnson, Structural Engmea SS H N89)-. $50*W S16 SS OF' N.. -r- 41- CA 0,0 ol 6 CONC 0 SjTB ACK LINE JZ1 -,7 9-4 r L ft. sq I ILA co SIP . ......... 8,418. sq. Ira, N8911 '5 mW rl I/ tit ui D o 0 Go.w. ci co 1. A - 90 10/16/96 08: 13 FAX #1 TEST Pff LOGS 0 1 5.0'-5.3' Variable silty sand and sandy silt fill (sofOoose) 7.1'-7.4' (Var-) Medium to dark brown organic silt w . ith peat (soft) Gray firm sand with some coarse (medium to dense) 10.31 Completed and backfilled 10-8-96; no groundwater encountered #2 01 Variable silty sand and sandy silt fill (sofOoose) 5.4* 7.2'-7.4' Medium to dark brown organic silt with peat (soft) Gray firm sand (medium to dense) 9.5' Completed and backfilled 10-8-96; no groundwater encountered #3 Medium brown silty sand with gravel (glacial till. gradational 3.4-� weathered and with roots) Light to medium brown silty sand with gravel (glacial till hardpan) 6.5' Completed and back -filled 10-8-96; no groundwater encountered RECEIVED CITY Copy OCT 2 8 1996 PERMIT COUNTER IN "t.0 I q ov IV L § 6� V-7--7 - -------- T 4: At 11 &r vlow 'MINI" 0 Ile 0 dA - --t- 3 voc Are Avv�. 3 9E*4 40t MAP;, *vv4tr '71F . . . . . . . . . . . . 117- 51 '.00 re:PF pw-Adw- MT t -1z" zznwm� \L _ VI. ol. 30 VI 4C 5Q N8 _1 3-4 7 .5 T.E WA. 'S77 tP/vktl�� 77Y APPROVED BY PLANNING PROJECT REVIEW CHECKLIST PRO'JECT I NAME: 5FX- .5TP, o1nmz Cotv�sr PROJECT ADDRESS: oie�1�11e_ A/ PLAN CHECK #: % RECEIPT DATE:Lo -2 13 -'F(o IREVIEW D BY:� nitiAl/Da te) PLAN. W A COMMENTS FIRE' BLDG. iTE SEWER- STREFT ENG SetbacksNariance/Setback Adjustment . . . . . . . . . . . . Conditional Use Permit ADB Requirements 3 Other Zoning Requirements - ------- . . . . . . . . . . . . . . . . . . Underground Wiring Required .. ....... ji. 5 Lot Slope 15 t tf Z ........... - - - - - - - 6,.; SEPA Environmental Checklist/Hydraulics Permit - - - - - - - - - - - - - - - 7 Tree Cutting Plan 8 Plat/Subdivision Requirements , 9 Legal Description Verification .10 Quit Claim/Street Dedications ....... . Easements - Public/Private 12� Engineering Storm Drain Review Fee ------------ Engineering 2.2 Inspection Fee -30 . . . . . . . . . . . . . . . . .......... Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses ......... . . . . . . . . . ........... . . . . . . . . . . . . ...... 16': Setback - Storm Drain Line - - - - - - - - - - - - - - - - - - -- ----- ------ - - - - - - - - - - - - - - - - - - - - - - - - ........ . .. ... 17 Open Ditch - Existing Culvert Required 18 19 Culvert Size 20, Shoulder Drainage/Shale Open Runoff 21 Catch Basin Required ............. Z29... Driveway Slope & Vehicle Access . . . . .. . ......... -23 Sidewalk Required _,24. Curb & Gutter Required Curb Cut For Driveway Required Street Paving Required ---------------- /Ffi Right -Of -Way Construction Permit Required YY 28. Street Name Sign Required ........................... ....... .... Other Signing Required _130:�: Bond Required For Public Improvements FEMA Map Check/Water Table - - - - - - - - - - - - - 32 Side Sewer Availability (5 Lc- . . . . . . . . . . . . . . . . 33.:; Calculate Sewer Connection Fee If No LID # 16( Create Street File . . . . . . . . 0 Loo� 1] 96, 36.. Existing Water Main Size a o ......... Water Meter Size Service Line Size Y4( 8 Water Meter Charge Required ---------- Hydrant Required Hydrant Size Existing SA' (11 t11A MINSEW. Fire Line Charge Required - Sprinkler 42 Street Cut _0 WA T_ -It/ ULI 4;a Miscellaneous . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... 4:::: Reviewed By: FIRE PLANNING _,3aV1t,A_ ENGINEERING "'UDLIU VV nr%- _ PLf6LIC WORKS-' R E C 0 R D OF C 0 N T A C T S 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 DATE ISSUED7t!j (q I RECEIPT # Ma,�, 14- PAID $ RECEIPT # DATE 34 35 36 37 METER SIZE JOA I D $3 %I;rATE ;ft RECEIPT #jag& 18 38 19 39 4*3& is 20 4n �� Pf"c fluol"If �4K go RtfrXlw4d , wow; 0. j N CITY OF EDMONDS Address of Construction: S— Property Legal Description (Include all easements): 407"' / '90 :9,AY5 SIDE SEWER PERMIT PERMIT j�0 8856 EDMONIDS TREATMENT PLANT] am 0 r— re. I FE E) rIL ww,%w — - RR so., 1 5 07 . — --- NNOR DEPT' Owner and/or Contractor: 74 State License No. --- Building Permit No. 2-91:ongle Family Multi -Family (No. of Units Commercial El Public as indicated on the back Of the Permit Card. Invasion into City Right -of -Way: EWNlo El Yes RW Construction Permit NIX Cross other Private Property: 2(No El Yes Attach legal description and copy of recorded easement Y//� W ///; 7— Qate. * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE �USE.61`,ILY,, FOR INSPECTION CALL T7t--SM, PUBLIC WORKS DEPT. Permit Feel (,!Z, a*-C90 , L 'I�suecl By cxJ Trunk Charge. Datelssued: Assessment Fee- I Receipt No.: Lid No &2 Partial Inspection: Date —Initial — Comments Reason Rejected: Date —Initial — Final Inspection Approved: Date & itInitial PEAMIT MUST BE POSTED ON JOB SITE White Copy File Green Copy: Inspector Buff Copy: Applicant Revised 3!90 a The City o f Edmonds Side Sewer Drawing EASEMENT NO . ............................... - ---- NEW CONSTRUCTION E] REPAIRS n LID NO . .................. . ASMT. NO . ............. OWNER A m.e ...... "i - --------------------------- CONTRACTOR .... C. q. ...... .............. -- --------------- PERMIT NO. 14 JOB ADDRESS ...................................................................................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ............. NAMEOF ADDITION ....................................................................................................................... ,-/O.r*j +4 1 jej - Fv + v re r tj pe- AQ v- + Te.54 e .* 4/6, 10 Jr..54.aLleA C of T ev (, Ttns 4., It -c Approved: PWW-0001 -11/75 (REV.1 1/78) DATE ... ................ �74#- By -------------------------------- I Side Sewer Drawing The City of Edmonds EASEMENTNO - -------------------------- -- --- --- - * NEW CONSTRUCTION (2-� REPAIRS E] LID NO . .................. ASMT. NO . .................. Wr V ID ....... CONTRACTOR .................................................................................... PF.RMIT NO. ......................................................................................... JOB ADDRESS .... . .... --q �r -!�� -j A19— I V-� I pWW.0001-1V75 (REV.li/78) d-AV 4 LEGAL DESCRIPlJ.'ION-- LOT NO . ....................... .............. BLOCK NO - ------------------------------------ ......................................................................... ... ............................. . ........................................ EDN10NDS TR'WEN-J. .................................... !;A -P.LANI . .......... NAME OF ADDITION ................. I ............ I I P.v.c e-0 Approved: DATE ... .. ........... By............................................................ The City of Edmonds Water Service Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION V' REPAIRS El LID NO . .................. . ASMT. NO . .................. OWNER r(')MTR A rTC)R PPRMIT N(') V006YG9 ............................................................................................... JOB ADDRESS ... .... 2 ....... f.- A ..... I .................. ...... I ...................... Im PWW-0001-1 1/75 (REV.1 1178) LEGAL DESCRIPTION: LOT. NO . ...................................... BLOCK NO . .................................... NAMEOF ADDITION ..: ........................................ I ....................................................................... — (IS / 14 Approved: 't-/O- Y7 DATE............................................ By ..... X.4! .... 4 .................................... NOTICE: No a r-ra The -information'shown on the attached piled for use by the City Of map(s) was cOm, Edmonds/ its Employees and Consultants. Th,e City of Edmonds does. not.warrant the t these accuracy of anything set for. h on . rnap(s�. An . y person or entitY-requE�sting a copy should conduct an independent inquiry regarding th-e information shown, on --ffi�e -map(s)., including, but not limited to, -er stub shown. Suc the lotation of any sew sewer stubs may or may* not e.x'st and may or may not exist at the location shown. Neither the City of Edmonds nor its foz:rnp-l-o-yee-s o*r office-rs -shal-I be 1--ia-b-l-e for the information given' on this map(5), nor for any one representation provided based upon said. map(s). CA FILE NO. — �k(o Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) Lot 2, Cit of Edmonds Short Plat No. S-34-83 And .01)0�;k?glbdresqucation: y ot s of ots 9&10 'of 'the Pine� Ridge Short"Pldt.' 2., Propgrty Tax Account Number: 5446-000-009-0101 / 5446-000-010-0009/ -5446-000-009-20W. 3. A 0 mate Site Size (acres or square feet): 1.46 ac rs s- is'site currently developed? _yes; X no. If yes; how is site developed? S. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. X Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). X 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 than 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: No ; Approx. Depth: N/A 7. Site contains areas of seasonal standing water: No Approx. Depth: What season(s) of the year? 8. Site is in the floodway No floodplain No of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? No Flows are seasonal? No (What time of year? N/A 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn,shrubs etc) X 11. Obvious wetland is present on site: No For City Staff Use Only Site is Zoned? '2.:.. SCS mapped soil type(s)? 3. Weiland inventory or C.A. imp indicates wedand present on site? Ala .4., Critical Areas inventory or C. A. map indicates Critical Area on site? &0 -5.-. .Site within designated earth subsidence landslide hazard area? 411� 64 Site designated on the Environmentally Sensitive Areas Map? AIC) STUDY REQUIRED CONDITIONAL WAIVER v-/ WAIVER Rev�iewed by: PlannoK Date R,rvOl/04/94 6190 -199- City of Edmon& Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to histher 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, RECEivm AUG 2 9 199s PERMITcowm 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. Witth 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 sub ect parcel(s). In j 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: Robert Hoffman Name 2525 186th Place Southeast Street Address hothell, WA.98012 (206)488-2727 Cit tate, ZIP Phone Signiture Date Applicant Representative: Triad Associates/Phil Kitzes Narne 11814 115th Avenue Northeast Street Address Kirkland,WA.98034 (206)821-8448 City, State, ZIP Phone 2-4 3S Signature Date CITY OF EDMONDS PERMIT Yb ZONE NUMBER 7-- u. i7V SUITE/APT N CONSTRUCTION PERMIT APPLICATION ---------- 00 ADDRESS 2-0& WPS7- OWNER NAME 'NAME OF BUSINESS e_ IPTION 0 L" N 0 MAWG ADDRESS ET MA, PUBLIC RIGHT OF WAY PER OFFICIAL STRE.. S P A 13 TE C P0 111 0 Mr 1 0 A RW PII f�il RII RW P A.-Q'd 0 CITY ZIP ELEPHONE NUMBER EXISTING .. REQUIRED DEDICATION Str"t U. P-it Inspect R t: io Si dma:ok Required PROPOSED NAME ,S F "XTU Es I]Fl 8*d PRY REQUIRED YES NO 11 z j ADORE Mw�l 11;_4__ I -.7 EMARKS I I i S r A yd- , ffi w! z TELEPHONE NUMBER CIT 2, z 2? e LA n neo , Uk1 CITY ... ..... STATE LI NSE NUMBER EX., T1 DATE ADO NO. SIGN AREA EPAREVIEW ::S�6JK 2-4040 X4. OWED PROPOSED;-. CQI#PLETE..� EXEMPT �LL SHO!ELINE Legal Description of Pro - include all e rn n a pe EXP �PCANNING EV BY DATE ARIANC R CU /0 TEIGV LOT COVERAGE Jy REMARKS Fir OF T.. A Parcel N �.pl,"BING/MECH. NEW IDENTIAL :COMPLiatice,olt AD I lfcomMERCIAL APT'BLOG- SIGN co, UPANT REMO E 13 .. I . ECKED BY [3.FENCE REPAJR 216--M— L_x /V CUPANT WOODSTOVE -[]:SWIM PCIOL� SPECIAL INSPECTD�+ -, -:7- - :06S LOAD EIDFMOUSH INSERT HqTjUB/SPA�:...* �REQUIRIEO J03 Y a aRETAINING WALL/ RENEWAL E ARKS.�,......: ROCKERY WR U 1 8 NSPECTIO P OGRESS INSPECTIO z OR ACTIVITY) EXPLAIN: 0 YP OF USE USINES e5i... ...... ... .... NUMBER OF CRITICAL N ER D=UHG AREAS OF ;z UNITS NUMBE STORIES DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) ,F N mAwNSPECTIO IREOVIRED FEE IIALUATI It r PLAm'CkECK'FEF ILDING. - GLA7JNG HEAT gr-Et :PLUMPING �MECHANICAL plan Check No. .... . .. ..... .. to property ONLY. GRAOINWFILL This Permit cove is work to be done Oil P1110 Any construction on the public domain (curts, sidewillke, driveways, marq - - - -1.1 1... 111. separate permission. . STATESURCHARGE C> Permit Application.. 1110 Days STORM 3RAINAGE FEE prol,ided Work 19 Started Within 180 0810 C> Permit LIATIll: 1 Y08 ns and G. INSPECTION FEE "Applicant, on behalf of his or her spouse, CcesSors In interest. agrees to Indemnify. del nd an hold su Wa5hington. its Officials, harmless the City of Edmonds, employees. and agents from any and all claim$ for damages Of 7-MI-5, whatever nature. arlSin I directly or Indirectly from the issuance PLAN CHECK DEPOSIT of this permit. Issuance of this permit shall not be deemed to I -nt Of any city ordinance TOTAL AMOUNT DUE modify, waive or reduce any rOqu rerne enforce any ordinance nor limit In any By the City's ability to provi.iOn!� --------- APPLICATION APPROVAL I hereby ack go that I have read ',his ppjI..tIorq that the ATTENTION information given is correct; and that I am the owner, or tho duly THIS PERMIT This application 1, not a permit until autho Ite ant of the owner. I agree to comply with city and THORIZES ificial or his/her tatel� �r:g g construction; andl In doing the work authoriz. AU signed by the Building 0 eipt is gulatin in violation of the Labor ONLY THE and rec WORK NOTED Deputy- and fees are paid. ad thereby, no person will Ou employed acknI Code of the State If Washington relating to Workman's Compensa. INSPECTION edged in space provided. lCW 18 21. - DATE SIGNED DEPARTMENT C AL' IG �VE IUVI`Nc� " " CITY OF EDMONDS le AT CALL FOR LEASED BY: ATTENTION INSPECTION / Z_ // A BUILDING OR STRUCTURE ORIGINAL - File YELLOW - inspector IT IS UNLAWFUL TO USE OR OCCUPI AL OR 771-0220 JNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROV UBC U HAS BEEN GRANTED. PINK - Owner GOLD - Assessor A CERTIFICATE OF OCCUPANCY SECTION 109 ag,- IOA§#,, 10247 q .- -, 'S, CA FILE NO. Critical Area Checkli t f4jes :titelniformation (soils/topography/hydrology/vegetafion) P44 "I ite Addressf Lot 2, City of Edmonds Short Plat No�'I�i§40783 And oocation: t portigns of ots 9&10 'of, the Pine' Ridge Short Plat.- ) w� ,- Tax Account Number: 5446-000-009-0101 / 5446-000-010-0009/ t o. 5446-000-009-2000 3. Approximate Site Size (acres or square feet): 1.46 ac 4. Is this site currently developed? _yes; X no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. X Rolling: slopes on site generall y less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). X 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 than 30 % present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). Other (please describe): W I V a 6- Site contains areas of year-round standing water: No Approx. Depth: UNQPY 7. Site contains areas of seasonal standing water: No Approx. Depth: What season(s) of the year? 8. Site is in the floodway No floodplain No of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? No Flows are seasonal? No (What time of year? N/A 10. Site is primarily: forested ; meadow shrubs mixed urban landscaped (lawn,shrubs etc) X 11. Obvious wetland is present on site: No *AIVER —/Z Planner Date ReVOI/04(94 690 -194- City of E&mon& Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of 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, Urcitivea AUG 2 9 1W PEM11rcolift 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. W'ith 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: Robert Hoffman Name 2525 186th Place Southeast Street Address hothell, WA.98012 (206)488-2727 XCittate, ZIP Phone 9:19ndture I Date Applicant Representative: Triad Associates/Phil Kitzes Nam 11814 115th Avenue Northeast Street Address Kirkland,WA.98034 (206)821-8448 City, State, ZIP Phone 2-4 Signature o" Date R cEIVED OCT 2 8 1996 STREET FILE pERMIT COUNTER LLJ IV ID.01 co 6� . ............. mot MAI" by �14 X.1 r 3 0 > \ it 4)t MAM, co, I r % I I - - W. .. . . . . � rL4 'CAI$ 30 2-2 8 .01 5 3.4 T.E. Z� 72V AV67 vas APPROV D 9Y;PLANNING PLANNING DATA NAME: - SITE ADDRESS: 7-6 DATE: /0 --31-74 ZONING: —PLAN CHK#: ?6 - 2-7- PROJECT DESCRIPTION: rp- CORNERLOT AIP - —(Yes/No) SETBACKS: Required Setbacks: Front: 2, 5— Left Side: 0" Right Side: Rear: Z- 5- Actual Setbacks: . Front: Zr Left SIde:-1 0 Right Side: I Re a r: Z Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED— "-/0 —(Y/N) LOT COVERAGE: �fr. Maximum Allowed: �.-�Actual: 4 P0, BUILDING HEIGHT: Maximum Allowed: ---_Actual Height: 31 - '7 . �V&,&AZI- 4?e-? Datum Point: z- 0 Datum Elevation: eA -I-ek -1,3- - x "V SUBDIVISION: CRITICAL AREAS #: SEPA DETERMINATION:— /W# LOT AREA: 1-31 33/ OTHER: Plan Review'By:_ ENGINEERING ROUTE TO J-2,77 On11131 Back±Lj JJ6 Ad:d..? Total Days Mailed RESUB #1 ON To Back Ad . d?. RESUB #2 ON TO Back - Add? 1. Site/Drainage Plan & Calcs Al 51P OK 2. Grading Plan/Calcs/CYG 2-2,lb SEPA? W,4 OK 3. Driveway Slope % ? Profile OK 4. Truck Route Plan 5. Street Dedication?.. FEET 6. Easement _Type OK OTHER COMMENTS: PLEaP S-� S 6 e-d V 61 G 9 �_— I q Total Days Mailed Total Days Mailed Corrections Requirefo Received 2. 3. 4. 5. PW REVIEW Date Sent — Back /0: _T& (--/,FIRE REVIEW Date Sent Back PLANNING REVIEW TIME TOTAL DAYS *** ENG REVIEW TIME TOTAL DAYS FIRE DEPT REVIEW TIME TOTAL'DAYS PW REVIEW TOTAL DAYS BUILDING DEPT REVIEW TIME: In -House Outside TOTAL DAYS ORDINANCE COMPLETION DATE COMPLETION DATE TOTAL REVIEW TIME DAYS PERMIT # ISSUE DATE *CONTACT PERSON STATEMENT* BY SIGNING TEEIS FORM I UNDERSTAND THAT I AM THE ACKNOWLEDGED CONTACT PERSON FOR TE11S, PROJECT. IT IS MY RESPONSIBILITY T 6 COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIR]ES ON THE STATUS OF THE PERMIT. I UNDERSTAND THAT IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION. Signed Contact Person (Print Clearly) Phone Number FAX Number Date Mailing Address ROUTE-DOC/LtTemp/Bldg/Forms-5/96 06 �p PERMIT APPLICATION REQUIREMENTS k �w V To: Applicant Tp),� From: Jamal Mahmoud, Engineering Inspector 4 Owner: rovLool k14 le Plan Check No: Address: -2, (::? 62 Date: AeVV- I q After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS — 7:00 ArvL-10:00 P.1%L;WEEIKENDSIHOLEDAYS — 10:00 A—M.-6:00 P.IVL 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public 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. BUIILDER/OWNER IS RESPONSIBLE FOR II)ENTUrYING 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 REQUIREI) ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 1830). 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 granted to 1.14 (ECDC 18.80.060D) 10. Driveways must be paved from' 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 reffise without a permit from the Fire Department 13. Connection to City water system is required. There is a separate charge for the water meter (ECDC 7.20). 14. A back water valve is required if downstafis 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) 16. Connection to the City sanit�y system is required. A separate permit is required. LID# Fees paid: Yes— No. Charge (ECDC 18.10) 17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed valuedf 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) PPWA"DW �tw jt�, '�O JE( .,,-`PROJ CT NAME: E ROJECT ADD RESS.- W�I EVIEW,,CHECf 7P VI 4 Setbacks/Variance/Setback-4djustment,,,,!,,4��.,�:, Conditional Use Permit AUB Reguirements Other Zoning Requirements Unde!nround Wi ng Required Lot Slo� �pel SEPA Environma"+ftf f�&--Gfist/Hydraullcs PermitJ Tree Cutting Plan Plat/Subdivision Requirements Legal Description Verification Ouit Claim/Street Dedications Easements - Public/Private Engineering Storm Drain Review Fee 3 C�, Engineeong 2.2 Inspection Fee Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain Line. Open Ditch - Existing Culvert Required Culvert Size Shoulder Drainage/Shale Open Runoff Catch Basin Required Driveway Slope & Vehicle Access Sjdewalk �Re yired Curb & Gutter Required Curb Cut For Driveway Required Street Paving Required Right-Of-W Construction Permit Required LW Street Name Sign Required Other Signing Required Bond Required For Public Improvements ml-w— ME ME ME ME ME ME MIN mm rime wmgm� IN IN mm IMIN IMIN IMIN IMIN INN 0 Me 011- M.717F T11-M F IMWW H IWO ffix BEM= M.-II-SWIN WNWI Create Street File Existing Y�qter Main Size W. Water Meter Size Service Line Size X", VIV Mnv--mi�i P5."N drant Size Exist ME iseefigneous al 4�; J", T, n V. ,rift rx at to dig SMAINIF 6LES P _DrT 44 C* i �A 2 Ift, FE 30771 SLCRWIOF.;S� W", i NN 8: 1E J=57 L 7. EX 1E is& 0 I.Ox w F I . PWAW - A fO A �rvchi AL ITS =Z.JV 18 & 4 v JE �kdw FMIN, TF 3170, O\T, ri Trr. 06 77 9 0 1" ?.0" 0 S T R kEE: ( � :, .. D S1 T E, P. LA N N w mill % 0 TV WI: BCVf W END 12 Ae 3WP7 Jt \ qk __ - - i Joe 011A 610f X TRA WN SWALE 9 Q JX —FrAt% Srr SECIKW A —A CM NS (00004� 4 K imes 1100 CR I nPE r--L QUIFALL 4' K 4=40 MTALL:JOxrjrf* DOCK R~ PAD W/ 40-8*:GUARNr SPAqS T MLA 0 V 50 Prr LEwim Aar evimf cir co m cr- Cod ION I pqw 21J.34'. MATCH Ns7m -Ow yj mm. r 3M 64 10, ORA1Afj RX, I NO v P--74---F --2 M-M W- -1 2 z -; '4A MC —IL - f- 'All WL7U-pJ Ab I ft� e-f MW-1171 P 1: 21 lawo: owl 12V 1 � I 11111im Row— �A K 2 k, 5- - SO, A! .1-ILA p z -0�w —m- J" RNM PIPW 11 I;oi 14 Ar _Wimw r M-p- I A MOEN ;- 41M to-O hvt 6j RECEIVED q3m— a m T rL 7 --w7 —86� END 12' W- 3W.07 OCT 2 8 IJ96 A z cW Piff AERMIT CO (OLT, U�TER Faw SLY% ON rvsym FF 354.0 EA5ZWNT LNE IMI JL [Mid, FE 3 asi i Bionl mAnov swALc Of 4 tWS Sfrr SrCMW A -A Ot p lu WSTAh I iM YM C) svmcf;�� w 9AErT ... z �il nipr Eq I - ".),01"74- IE JWIS J15" ARPROVE D\A.S OqED CS ff TWE I-L QUITAi L W, T- 4' E Ma 40 ,4u fRIE- I Jwjrft DOCK RFRAP PAD W1 0 1.ox 4'�-fo cuAomr SPAqS ceeiz MAW No\ ripri DUK46t fA*MDff rtW WT MARMNANCE VY LOT 1. 2 At4 .1 No Per LOXYM ARr CENWf or cv rV CENnw or ce - Wfi; F 37 14j, \L 07 of CT TOW roo Im i�AM T Cow I -71 15 41"P TALLt' WA S;rRWCE AND AOMR -o;ej OFIA N-69 it'50 \1 21J.34' to) ?. 0 0 ")us nw -s-QPr_,4f-DWwARl( uATcH. r N r j5af4 1 T E PLAN MA 'WOUh 6 m 4 0 10- DRAM ,O�CNANr 43-1 li i . \ 11 a M T rL .61 % ' ' ) *\ W/ acvfw END S MAW 6U-S 12* AEMb.07 Rec, PIS DC A z w 0 C T 8 1996 Al 2 &GW A xsnw 4 21 ey r LA5EMEN T LPK IMM. FF 3 ITICOU I FM U. FE DMMW/ I NTE 1% atoflL MA ncw sw4LE* Of I L sEr SlrCMW A -A CN IMS NSTAL I SrRwcf�� w1r, ShtTr 35a Is 37 dop op 17- A�PVED NOTED RO 1 j5a4o QUYT-ALL A47 -L 4 WSTA PACK MWAP PAD W 0 I.Ox 4e-f* QUARRY SPA4S z 414 c Fee P&Al#j (a > -JOWT MAN n9VANG1 04 1 0 V Ce TGF J=3 NOM PFr LV*VIW Agr CV41M IA S U m cam Of co EOrcv a, I Cc ioI 11-4 pLcog. 3)70.5'1 tox .1 o7r.. i CTIM�R 14 A 7. FOOTM r CONNC sy.�m 1-t -fee --(5 7 r w- I Tt4m�� ri P�' lr T OSBL IF AND W TrR Qz N891�'500* 21J.34' OT I r" ?.o 0 r JSaff pl S I T E PLAN N 10' DRAM M,4 TCH OMHO T R D COWNANT E"SnNC SANITARY SEKER I 4A 1 1, 1 . , . -..000�- \ I \ — X- — — -At- *- — — — *- * I I 1 1; LA5EMENT WIM UNDEPNED f I rvPE m-an ium ammaw cRA m PER "rAlL ON SHIrT 2 7- X- - REC. NO. 2095952 y rop 30 CONSMEIC 4" 120 IE MaN EMMANct I % dr ) I I I Z) DEW cly CR 5 TM I-L A isul MP J=2 0 Ex. cs M. W S 352. 03 rOP J 79.25' 180 & 40 IE Maffl ell I.E. 12T.I. S� 375.74' I E. 121D. I N. J75.74' JNTAKr aorrom J74,40' r 24 OrKqM CND SMAW 01 �,� I 1 1 pew 12" X JWOY 5t vr Ima mu let rw is AN 0 RESMCE to; TV 11 fwv A CAR-WNT LW % 3t I ) \1 /fee L& Qm-m4 1 I VIORL MA MW SWALE IL 1; EX SSUH-2 rrry I SON SEr SrcwN 70P 382.85' If. CM CHANNEL 366.27* r (12 L INES N, S, W) to dl! Jvp L--t "W f i.00 SAZAR EAZMEW 00000, 1 1 1 EX. ce - 3 T- wfi� I RECORDINC NO. '84022.702-" —7 g- 1 40 It JM40 f-XX w 1. C. 12 *P VC S J82.93 MULL J*xXjtf* Imm R~ PAD 0 Lag 40-80 MAURY SPA4$ to umnAct rAdnmr m I boll. SKOGERSON LANE I AN6 I 'NB9'76*50*W, \r —w— 4 \ -rwrkj�-L % t* DA79 fXV0= By CK 3m) 3 \ I - % V IE I I 1-4-tJ AMM FV 0'ry amm EX. C8-2 Kt�-s PPr LEWIM AM COM? 18 41 Xj$aw J- Wft rtwam pa ary aum rop 385.67, jp or co IV cevro or co LE. 121PW W 382.78' If. 120PVC N 38Z78' I.E. 12-PVC SC J9f -76'-- EX 09- 1 rOP J84.90, ...... V ROM 1. NW 382.55' If. 12*PVC S J82.47' V 4AM 40 ll'PVC N J82.6 ff. cawrc M., ro vam mw Snhm I.E 0 Ts TUB) Mir lf-L V E, Co -7;A >A too 89 r0#0 J82.20' ) 379.16' Frj)=MANAC0b AL f= PX It 120 PW W J79. 10' L MA VCM P.C., WV Ex. SsmH - 3 MANN,* rOP 386.88 jo, AND Aff MW CADtlk 207TH ST. S. W VA wr If, CrR CHANNEL J75.72' (12' LINES N.S.W) N8916'50"10, 21J.34' AALM N, I I N, 10'DRANACt rASE10VT 21, 199.5 U4TCH nW-Aq�PE 0A"M Ar�-VQM�ARY XTM&-Ng N-6 8407-WW I 35a 64 SCALE: 1" 20' IN I --- WALF4 Rom 20 ci MA T04 f0a 10- DRAINAGr SWALE PROIrCIrD BY PRINTED 0 AN REC. NO. 84022JO258 10 20 40 --- A UG 19 1996 -A T f:---:-FA!-: 1-' .4 1 1. -TRIAD ASSOCIATE�g w EVS TWO ORMA00 EL. J51 0 tqlN BASIS OF WARANGS: WNCH MARK: 4 PLAT OF PINE RIDGE, VX 13, PO 66, RECORDS CENTER CHANNa SSUH-Ja 15'* NORTHIWST OF OF SNOHOMISH COUNTY, WASHINGTON IN TERSEC 77014 205 7H PL A ND 88 IN A W. 26052 -1. 0 :—X EILEVA 770N.- 342.55 le - - - - - - - - - EDVONDS DA n/M.- 0 rY OF EDMONDS SEWR DEPAR 714M T NAL LEGAL DEBORPIM SITE I expiftES VIVO$ L 0 T 2 A ND A POR 77ON Or L 0 r I Cl rY OF EvmovDs sHqR r PLA T "0 2' WDE GOMW NO. S-J4-83 AS RECORDED uNDrR Arcomwo Na e4onimA RECORDS Or SNOHOMISH COUNTY, WASHINCYON, 88MO A POR17ON FOLLOWNG umwosrlv ox, OF L07S 9 AND 10, PINE RIDGE, ACCORDING M WE PLAT P09rOF Speff Ir vwx BTAWWrVAUD mum sr. HYDROSLEEV MIX RECORDED IN KXUUE IJ OF PLATS, PACE 66, RECORDS OF S41D SNOHOMISH COUNTY, WASHINOWN Mcm-ww aumosr GRADMG AND UTILITY PLAN San" amim 2 NOTES AND DETAILS W RYMASS LOSIAM 3W LOSIAM mGrwrR wnf.. Pir rAsr tit arr or LOT 9,- 4M N MIRUMA Ir WC4 MAW Excrpr nor Nam jo aTr THEREOF, AND WE FAST IM FWT Of LOT to,. 810452 fox CREMNO n*=r lo-"-" 10-x�-" JIX rAU FESCIVE EXCEP T mr sou TH ao Fa r WEREOf;' A U IN PAW RIDG& A CCORDING TO THE Lt 0 65 LOSIAM PLA r newor, wcomxv nv vtxumr YJ or AA m PAGE 66 REcokos or SNOHOMISH COLONTY WAgNMOMN. VICINITY p 8 WA -LE SECTION A -A CONTOUR INTERVAL 2'fDASHED CONTOURS ARE 0101772ED MY ARIAL PHOf NOT rO SCALE No r ro scALr 6.) wl a A maim summm= J, N r. C A IF POSSIBLE r_nWV1V& FW&L. Frowl'I W, INGRESSAGRESS AREA MAINTENANCE THE ENIRANCE SHALL BE MAWTAINED IN A CONDITION K141CH WILL PREVENT' TRACKING OR FLOW Of' MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WrH 4 TO 8-INCH VON& AS CONDITIONS DEMAND, AND REPAIR ANDIOR CLEANOUr Oir ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROA D WA YS OR IN TO S TORM DRAINS Mus r BE Rrmo viv ImurDiA In Y ROCK CONSTRUCrION ENTRANCE Nor TO SCALE H 6 D= V 3' 1'.I�INIMUIVI 4'MINIMU9_ PROOOE MAINTENANCE ACCt'SS BY WELDING (4)- CROSS BARS TO (4) VERTICAL BARS AS SHOWN. HINGE UPPER ENDS M TH ;-LANGESIBOL 17S AND PROVIDE tOCKING MECHANISIM (WFH PADLOCK) ON LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW L 314- DIA, SMOOTH BARS EQUALLY SPACED (4- O.C. MAX.) HOOK CLAMPS (4) PLACES EWNL Y SPA CED. SEE DETAIL BELOW LOWER STEEL BAND J14'THICK x 4' MDC. FORMED TO F1 T IN GROOVE OF C, 8. RISER. 4 45*- 5 SA400 VER In7 L CAL BARS 4 HOOK CLAMP / ANCHORED TO/ L_j C. 6. RISER HOOK .._ C L A ME J14"THICK x 4*141DE LONG SA4007H BARS WELDED TO UPPER AND LOWER BANDS. (24 BARS EVENLY SPACED, SEE NO rE 1) C.B. RISER Y; TYPE 2 C.8, 24" SEE NO IF I U-14 15. (rw.) SEE NO TE I UPPER S TEEL BAND 314 " x 4 * KWE " C�' SID. STEPS SECTION A -A NOTES- 1. DIMENSIONS ARE FOR INS TALLA 17ON ON 54' DIA. C. B.. FOR DIFFEREN r DIA. C. B.'S ADJUS T DIMENSIONS TO MA,'NTAIN 45' ANGLE ON *VERTICAL' BARS AND 7* D.C. MA)(. SPACING Or BARS AROUND LOWER STEEL BAND. 2. METAL PARTS.- CORR09ON RESISTANT. STrCL PARTS GALVANIZED. ACCESS.ROAD 0 VERFL 0 W GRA TE NOT TO SCALE LOOSE FILL UNDER ROCKERY SHALL BE Lo COMPACTED TO AT LEAST 95% OF ASTM ------ D-1557-78 MAXIMUM DENSITY OR OVEREXCAVATED. AND REPLACED WITH RAILROAD BALLAST. LEGEND Crushed rock filter material ranging between 4 and 1.5 inches In size and free of organics, with less than 5 percent fines (silt and clay size particles passing the No, 200 mesh sleve). Compacted structural fill consisting of free-dralnIng, organic -free material with a maximum size of 4 Inches. Should contain no more than 5 percent fines (described above), compacted to at least 95 percent of ASTM D- 1557-78 maximum density, Soil Friction angle shall be greater than 36 degrees. Structural fill that Is to be placed and cut back for rockery Installation. The Intention. -of this ty e of construction Is to Increase the compaction effort at the ed'! 646f the f! Undlif6r'bed firm Native soil. Perfdidted or slotted drain pipe with 4 Inch minimum diameter bedded on ona,'surrounded by crushed rock filter material, described above. Drain pipe shbil be fightlined from behind the wall to an appropriate discharge point. NOTES . All fill should be laced In thin lifts not exceeding 10 Inches in loose thickness. Each layer shourdbe compacted to no less than 95 percent of maximum dry density, as determined by ASTM D-1557-78 (Modified Proctor), - Thickness of crushed filter rock layer, B, should be no less than 12 Inches. - Depth of burial of basal layer of rock, D, should be no less than I toot, . Height of rock wall, H, should not exceed 6 feet. - Lateral extent at fill beyond cutback location, Lo, should be no less than H feet. FIGURE HOFFMAN SHORT PLAT 2 I NELSON-COUVRETTE AssocIATES, INC. CoNsarm GEOrEcHmCAL ENGINEERs, GEOLOwsrs AND ENWRONMENTAL SCIEN rIS TS FILE NO. 167696 OATE FEBRUARY 1996 OVE1 .CB 1 TYPE 9-48" NOT TO SCALE 24 SID. FRAME AND GRATE TOP ELEVATION PER PLAN 41 , 0 yrffn 0 W & (a W S, PIPE SUPPORT ago OR IMBEDDED 2- IN WALL J' SPACING 4- --TYPE I-L CATCH BASIN INVERT Et. 4 PER PLAN ROU7_17 ryp) 0. 75' MIN. ALLOWABLE PIPE MA7ERIALS.-, REINFORCED CONCRC 7r ALUA41NUM STEEL 718 *0 ORIFICE (TYP) 0. 75' MIN. ALUMINUM 32, CUP A SPHAL T COA TED Al-11 AnIC NO TE: ALL STEEL PARTS AND SURFACES Adusr er GALVANIZED AND ASPHALT (TREATMENT 1) COATED OR BETTER TYPICAL -CONTROL CATCH BASIN NOT TO SCALE f-STAKE BALES AS REOUIRE4 9 q TAk'r(Z PFR nAl F WAt FFF6WV6. &.WWj&. �Jfn^" BETWEEN BALES ELEYA119N NA E STRAW aALr MAINTENANCE 1. STRAW BALE BARRIERS SHALL BE INSPECTED IM#EbIATELY AFTER EACH RAINFALL (rRCATER THAN 0. 5 * IN 14 HOURS) AND AT LEAST DAILY tURING PROL ONGED RAINFALL. i 2. CLOSE A TIENTION SHALL BE PAID TO THE PROARThEIPAIR Or DAMAGED BALES, END RUNS, AND UNDERCUrTING BENEATH BALES. J. SEDIMENT DEPOSITS SHOULD BE REA40VED AF7rA EACH RAINFALL. THEY MUST BE REMOWD 14"EN THE LEVEL Or DEPOSITION REACHES APPRWMAWLY ONE-HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE ArTV? THE STRAW BALE BARRIER IS NO LONGER ReOUIREED SHALL BE DRESSED TO CONFORM rO THE EXISTING ORADE, PREPARED AND SEEDED. 2 STAKES PER BALE (ARN.) '0"�rSTRAW BALE �-BALING WRE OR rW!NF 112' TO 4* QUARRY ROCK ,a 0 16* MIN. SECTION ME STRAW BALE DETAIL NO r TO SCALE 4" MIN. CXCA VA 77ON GEM8AL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE MrH CITY Or EDMOND$ STANDARDS, 2. ALL WORK WTHIN THE SITE AND COUNTY RIGHr-OF-WAY SHALL BE SUBECT TO THE INSPEC77ON Or THE CITY Or EDA40NDS INSPECTOR OR HIS DCSIGNA TED REPRESENTA nw. J UNLESS OTHERWISE N07ED ALL STORM SEWER PIPE 12' TO 24' DIAMETER SHALL BE CONCRETE (CP) NONREINFORCED, ASTIM C-14 (24- DIAMETER AND LARGER TO BE REINFORCED, ASTA4 C-76), OR SMOOTH WALLED CORRUGATED POLYETHELENE (ADS N-12 OR EQUAL) INSTALLED WITH TYPE 'Fo BEDDING. 4. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR. IF IN THE OPINION OF THE cl ry INSPEC TOR, THE EXIS TING FOUNDA 77ON IS UNSA TISFA C TOR Y, THEN I r SHALL BE EXCA VA TED BELOW GRADE AND BACKFILLEED WIN A GRAVEL MATERIAL TO SUPPORT THE PIPE. CONS TRUC 77ON SMJM I. BY' LAW DIAL -A -DIG SHALL BE CONTACTED Ar LEAST FORTY-EiGHr (48) HOURS PRIOR TO ANY coNsTRucnoN (PHONE 1-800-424-555). THE ENGINEER SHALL BE NOWIED IMMEDIA TEL Y IF CONS TRUC TION CONFLIC Is ARE DISCO WRED. 2. INSTALL FIL TER FABRIC FENCING / S IRA W SALES. J. CONSTRUCr 810FILTRATION SWALE. 4. CLEAR REMAINING CONSTRUCTION AREAS. 5. ROUGH GRADE DRIVEWAY TO Lor j. GRADE SITE. 6. INSTALL UTIL177ES (STORM, SANITARY SEWER, WATER, POWER, ETC.) 7 HYDROSEED AND MULCH ALL EXPOSED AREAS AS NECESSARY 8. FLUSH STORM DRAINAGE SYSTEM (I.E. CLEAN OUT STORM DRAIN SYSTEM). 9. REMOVE ERosjoN coNrRot FACILITIES UPON APPROVAL Or THE CITY OF EDMONDS INSPECTOR AND CLEAN UP SITE. SAAUTARY SIDE SEWER AND WAZO NQMS� 1. PRIOR TO ANY EXCAVA77ON IN THE PUBLIC RxHr-or-wAy OR ADJAcrNr TO A PUBLIC PLACE, CALL DIAL-A-DIC Ar 1-800-424-5555. ALLOW FORTY-EIGHT (48) HOURS N077CE TO LOCATE UTILITIES. 2. W4EN TAPPING INTO A SEWER MAIN, CORE DRILLING IS REQUIRED. THIS PROCEDURE MUST BE INSPECTED BY THE C1rY SEWER 010SION, ALL CONTRACTORS GRAFTING INTO SEWER MAINS E/cHr (8) INCHES IN DIAMETER OR GREA TER SHALL USE CA S T IRON OR CONCRE Ir SADDLES. IN THE E VrN r THA T THE SEWER MAIN IS BROKEN W41LE GRAFTING OR TAPPING, IHA r SECTION KfLt BE REPLACED Ar THE CONTRACTORS EXPENSE AND SHALL BE INSPECTED BY THr CITY OF EDA40AIDS PRIOR TO BACKFILLING J SIDE SEWER INSTALLA nONS SHALL Nor 8E INS rALLED AT LESS THAN A Two PERCENT 29 GRADE' NOR GREATER THAN IOOX WTHOUT PRIOR APPROVAL BY THE CITY ENGINEER. SIDE SEWERS SHALL NOT BE INSTALLED CLOSER THAN TH/RrY (JO) INCHES FROM A BUILDING Ar ANY POINT. CLEANOUTS SHALL BE INSTALLED ON EACH PLUA48ING LINE EXITING THE BUILDINGS SIDE SEWERS TO BE INSTALLED UNDER CONCRETE SHALL BE CONSTRUCTED OF DUC77LE IRON OR SCHEDULE 40 ABS PLASTIC. 4. THE FOLLOWING MATERIAL spEcincAnoNs OUTLINE iNr CURRENT sprancAnoNs FOR VARIOUS MATERIALS APPROVED FOR USE IN THIS DISTRICT. DUC 77L E IRON PIPE: CONFORA41NO TO. A WWA DESIGNA TION. NONREINFORCED CONCRETE PIPE. CONFORMING TO ASTY DESIGNATION C-14. CLASS 2, WIN RUBBER GASKET )DINTS CONFORMING TO ASrw DESIGNATION C442. PoLyviNn CHLORIDE (Pvc) PIPE: CONFORMING TO ASTU DESIGNATION D3034, WTH RUBBER GASKET JOINTS. ACRYLINITRIL-8ULADIEN-STRWENE (A8S) PIPE. CONFORMING TO ASTU DESIGNA 77ON D266 1, GAsKr r TYPE ONLY (IF USING ABS PIPE,. SOL VENT WELDED jow rs uA Y ar suBcc r To rA IL URE IF TRENCH IS WE T OR DIR ry). 5. All PjfP!E_SH�ALL___BE*__LAID_0JV 4-'%-'�RA4-E-ARTH-BE7L-CONTAINING-GRANULAR-SOILS- WTH-__ NO MATERIAL LARGER THAN ONE (1) INCH. BEDDING IN ALL OTHER SOILS MUST BE APPROVED BY THE C1rY ENGINEER. ALL rRENCHES SMALL BE FREE Or WATER AT THE TIME OF INSPECTION. A CLEANOUr ShALL BE PROVIDED FOR EACH CHANCE' Of' 90 DEGREES Or GRADE OR ALIGNMENT' AND, IN NO CASE. SHALL THE PLACING OF CLEANOUTS EXCEED ONE HUNDRED (100) rEET A CLEANOUr SHALL BE PLACED AT EACH STACK Of- HOUSE PLIUM/NG To PROVIDE ACCESS IF THE LINE, EVER REQUIRE,$ CLEANING. ALL CLEANOUTS SHALL BE EXTENDED To WITHIN ONE (I) Foor or GROUND LEVEL. CLEANOUTS MUST BE EXTENDED PAST ALL CONCRETE ORAsPHAL r DRIVFWA YS, WALKWAYS AND ACCESS ROADS. PLUA48ING CHANGES NECESSITATED BY THE SIDE SEWER CONSTRUCTION. SUCH AS REVERSING THE PLUA48ING UNDER THE BUILDING, REQUIRES A BUILDING PERA41T CONTACT' n4f BUILDING DIVISION, 771-0220, FOR MORE INFORMATION. NO OUTSIDE DRAINS, FOOTING DRAWS, OR DOWNSPOUTS WLL BE CONNECTED TO THE SIDE SEWER SYSTEM. 6. ALL TRENCHES DEEPER THAN FOUR (4) FEET MUST E17HER BE SHORED OR DAYLIGHTED IN ACCORDANCE' WTH ALL WASHINGTON STATE sArrry REGULATIONS. THE c/rY or EomoNos WLL NOT INSPECT A SIDE SCWIER OR MAIN LINE INSTALLATION UNTIL THIS COND117ON IS MEr. THE' CONTRACTOR IS ALSO LIABLE FOR SHORING AND CONDITIONS AROUND A RESIDENTS PROPERTY AND ANY DAMAGES THA T MA Y OCCUR IN THE INS 7ALLA710N OF A SIDE SEWER ASSOCIA TED W rH THA T PROPERTY 7. ALL WATER SERVICE WSTALLA77ON A4USr CONFORM TO PROWSIONS OF THE UNIFORM PLUMBING CODE. WA TER SER VICE MUS T BE SEEPARA TED FROM SIDE SEWERS A MINIMUM OF TEN (10) FEET HORIZONTALLY AND THREE (j) FErr WR77CALL Y IWEN IT IS NECESSARY 710 CROSS A WA TER SERWCE OVER A SIDE SEWER, PROWDE A rwrNTY (20) FOOT SLEEVE AROUND THE WATER SERVICE, CENTERING THE SLEEVE OVER THE 51DE SEWER. FILTER FABRIC (MIRAFI 10OX OR EOUIV. 60" WDE ROLLS) USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2"X2"X14GA. WIRE FABRIC OR EOUAL - M IF-1 11 2_�i 0 z4v PRO\ADE 3/4" MIN. DIA. WASHED GRAVEL BACK - FILL ON BOTH SIDES OF FENCE ON THE SURFACE. 2" x 4" WOOD POSTS ALT: STEEL FENCE POST I 67 2' 5' 12" 'A FILTER" FENCE DETAIL NOT TO SCALE 2 5�( S��01;21n e- 26t122,5- FE Ar-- V RMCEIVED OCT 2 8 1996 pERMIT COUNTER �i -�, j I �, � ,cp 'cir