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21121 76TH AVE W.PDFIIIIIIIIIIII 6319 21121 76TH AVE W ADDRESS: '76777 Y�VJeee Zq TAX ACCOUNT/PARCEL #: I)o 60 V�0 70& BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: DETERMINATION: n Conditional Waiver [] Study Required [] Wai,ver CRITICAL AREAS #: DETERMINATION: Conditional Waiver F1 Study Required El Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK - F SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE/ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc 0 "'REET FLE 1 i-,. *, .7 1; NAME mc-V-Picic L-C-A —1 LOU ADDRESS cr < CITY 1)80,52 ITELEPHONE NUMBER ii�A I e231,6117 I / PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP APPROVED BY E T QUIRED DEDICATION XIS ING PROPOSED4 RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED STREET USE PERMIT REQUIRED . SEE ENGINEERING MEMO DATED Z /,I:TVIEW BY NAME e/f"44/j/ LA�, &0,0 Cr ADDRESS -Kee-x1416 Z�-10L-6171W 2 C--Q) METER SIZE SUPPLY SIZE FIXTURE UNITS CITY T C)tW4�E; ELEPHONE NUM13ER Oz L L L) L�, �,j A 7 2-rZ—IREMARKS STATE I ICENSE NUMB Legal Description of Property - include all easements z (show below or attach two copies) 9 L A—S., Uj 0 AI�Cc- L T, 6n7 1:1 NEW RESIDENTIAL PLUMBING El ADD/ALTER COMMERCIAL MECHANICAL APT. BLDG. REPAIR SIGN EXCAVATE FENCE DEMOLISH OR FILL (— x —FT) REMODEL CARPORT GARAGE swim POOL F WOOD STOVE/ r7 RETAINING WALL/ INSERT ROCKERY RENEWAL EC &17W(lyat # 6 NUMBER OF STORIES W NUMBER OF 0 DWELLING I cc UNITS NAJURE OF WORK TO BE DONE (ATTACH PLOT PLAN) SIGN AREA ENV. REVIEW ADB NO. ALLOWED PROPOSED COMPLETE EXEMPT VARIANCE OR CU PLANNING REVIEW BY DATE SETBACKS - FEET HEIGHT LOT COVERAGE FRONT SIDE REAR I I A4r-0txAVQ Aovo -4 ?Pa!p� CHECKED BY OF CONSTRUCTION CODE HEIGHT go ITYPE 119hs SPECIAL INSPECTOR AREA OCCUPANCY OCCUPANT REQUIRED GROUP LOAD n YES I NO REMARKS PROGRESS INSPECTIONS PER UBC 305 641Z &-7— 140,00,621, ar k d PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONL GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE �ermit Application: 180 Days ENERGY CODE Permit Limit: 1 Year - Provided WorR is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of] 11AVr,1Y -Z�S'Ae,117eW A04' �� VALUATION I FEE NER a Er LU z z z CL a z whatever nature. arising directly or Indirectly frorn the Issuance 10 0 -11 N rA- t'-- L 0 Fop- r, u m P-,- r-7' le A4-c k r L. L�IUILPIII ii.177 -rpor4 =1 ".08 L-; . I r_-, . F-i F- F Lj L-J 42 VAaAUM -LAW lot. UN LAW rv,.C-) TrN-61- VAkI4, cwr-cLjf Wl-) L-1 f%qrfi--- MET FILE Q.,_ITE PLAN Vol 4,CITYqOF EDMONDS f-;�t7=0 FLE Permit No. 06 4e COMMUNITY SERVICES DEPARTMENT =_L� lk9 RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date Z 0 W Cn U Ix 0 �J. A. 9 Owner: The Greenwood Group, Inc. B. 0 Contractor: Karnak Inc. Name Name 13401 BP -I -Red Rd', #B-4 P.O. Box 1464 Mailing Address Maili Address Bellevue, WA 98005 11, WA 98011 City State Zip City State Zip KARNAI*195K8 — (206)481-2904 State License Number Telephone Number C. 9 Address or Vicinity of Construction: 21125 76th Ave West Type of Work to be Done: add 160 feet of storm drain D. 0 Work in Connection With: E. 0 Pavement Cut: FKI Y El N El Sub or Plat KI Commercial APPLICANT TO READ AND SIGN D Single Family El City Projects 0 Multifamily 0 Utility F. 0 Size of Cut: 5 X 200 INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL 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. • A 24 hour notice is required for inspection; Please call Engineering: 771-3202 • Work is to be inspected during progress and at completion. • Restoration to be in accordance with City Code. • Street to be kept clean at all times. • Traffic Control to be in accordance with City regulations. • All street -cut ditches must be patched with asphalt or City approved material prior to end of working day; NO EXCEPTIONS. I understand the above and that this ermit must be available at the job site for inspection purposes at all times. Signature: Date:- �7 Owner or Contractor This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: Time Authorized: Void after— "*�_days. Special Conditions: RELEASED BY: Date PERMIT FEE: A,5 0. 0 C) Restoration Fee: Receipt No.: /(3991 Fund I I I Fee: Street Cut Dimensions: INSPECTED BY NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Date Eng. Div. March 1989 RIGHT OF WAY CONSTRUCTION PERMIT ROUTING FORM CONTRACTOR T-()C DATE PERMIT RECEIVED '6-'8-89 WORK ADDRESS PUBLIC WORKS DATE SENT COMMENTS: 1989 REVIEW BY BOBBY MILLS AIIIC"'� nc REVIEW BY BILL STROUD 4��I"Xj 7 REVIEW BY ARCHIE BRENA FROM PUBLIC WORKS, ROUTE TO NOEL MILLER IN THE ENGINEERING DEPARTMENT ENGINEERING DATE SENT A COMMENTS: REVIEW BY NOEL MILLER REVIEW BY DAN SMITH L,,11a-fr2 /'coy FROM ENGINEERING, ROUTE TO JEANNINE IN THE BUILDING DEPARTMENT DATE PERMIT ISSUED S -2)-M PERMIT # 89 Rev. 1/4/89 mo R/WFORM/TXTRECEP STREET FILE iV CONSTRUCTION INC. 13401 Bel -Red Rd., Suite B-4 Belleuve, WA 98005 (206) 641-0722 August 3, 1990 City of Edmonds Engineering Dept. 250 - 5th Ave N. Edmonds, WA 98020 Attn: Gordon RE: Summit Car Wash 7525 - 212th St. SW Dear Gordon, heczi VE: 0 A UG 6 7990 ENG11VE%N(, 7 This letter is to advise you that the balance of the extruded curbing has been installed. Sincerely, Steve Guthrie President SG: sl Commercial Builders STREET FILE 0 CITY OF EDMONDS 250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202 COMMUNITY SERVICES: Public Works 9 Planning 9 Parks and Recreation * Engineering � 8 9 0 . 1 9 13 December 1, 1989 Pace.Construction, Inc: 13401 Bel -Red Road, Suite B-4 Bellevue, WA. 98005 Attention: Rick Carlisle Re: Grease Monkey/Car Wash Project 212th St. S.W. and 76th Ave. W. Gentlemen: � �V_7 LARRY S NALIGHTEN MAYOR Yesterday, Dan Smith and I reviewed the sidewalk and driveway apron cement concrete work adjacent to the site*with your project superintendent, Denton Talbert. The following concrete work is required as a part of the project: PETER E. HAHN DIRECTOR 1. Remove the three (3) existing driveway aprons along 76th Ave. W. and replace with one (1) 30 foot wide driveway apron, along with new concrete curb, gutter and sidewalk. I 2. Remove and replace three (3) cracked sidewalk panels. 3. On 212th St. S.W., beginning at the easterly edge of the project, remove and replace approxiiiiately 180 lineal feet of cement concrete sidewalk curb and gutter (measured by your superintendent). This area would include the adjacent driveway apron to the east, which was partially damaged by construction equipment on this project. This also includes the two (2) existing concrete driveway aprons off of 212th St., along with other defective sidewalk panels. Some of the damage to the sidewalk on 212th St. was created by the City of Edmonds in conjunction with repairing watermains. The City will, therefore, contribute $600'for *,repairs. If you believe that this figure is not equitable, please let me know, and I will schedule City crews to make these repairs immediately. Attached is a,co.py.of the City of Edmonds Development Code regarding sidewalk repairs for your reference. Please call me if you have any questions. Sincerely yours, NOEL F. MILLER, P.E. Construction Engineer Alberts NFM/sdt I Attachment Incorporated August 11, 1890 9 GREASE/TXTST530 Sister Cities International — Hekinar�', Japan I El� No 18.90.040 DUTY TO MAINTAIN The owner of property adjacent to a sidewalk shall maintain the sidewalk and planting strip as follows: A. Sidewalks. The owner shall maintain existing hard surface siIdewalks by keeping them free of litter, debris, ice and snowi and by repairing defect in -the surface with materials approved by the Director of Public Works. ' B. Plantinq Strip. The owner shall maintain any portion of the City right-of-way between -the edge of the street or alley and the property line of the owner's property. Maintenance includes keeping the planting strip free of litter and debris, watering and trimming vegetation, repairing rockerie4 or retaining walls, and other work necessary to protect the public in its use of, the sidewalk and the public right-of- way. C. City Responsibility. The City will pay one-half of the costs necessary to rebuild a sidewalk less than ten years old, and more than five years old. If the sidewalk is less than five years old, the City will perform the needed rebuilding. The City -will not pay to repair damage caused by the owner. D. Notice. The Director of Public Works may order an owner to conform to this section by sending notice by certified mail. If the work is not done within the period of time specified in the notice, the Director may have the work done and charge the cost to the owner pursuant to statutory authorization, which charge'shall be a lien on the property if not paid. (Ord. 2477 §2, 1985.1 1 I Z 0 W U 1:4 0 "4 CITY OF EDMONDS Permit No. ff-IrM., COMMUNITY SERVICES DEPARTMENT Issue Date RIGHT-OF-WAY CONSTRUCTION PERM �� U A. * Owner: Lakeshore Investments B. * Contractor: Pace Construction Inc. Name. Name P.O. Box 338 13401 Bel -Red Rd, #B-4 Mailing Address Mailing Address Edmfids, WA 98020 Bellevue , WA 98005 City State Zip City State Zip PACECI*110LM (206)641-0722 State License Number Telephone Number C. *Address or Vicinity of Construction: .212th & 76-th Type of Work to be Done: sidewalk repairs D. 0 Work in Connection With: 0 Sub or Plat El Single Family El City Projects 10 Commercial 0 Multifamily 0 Utility E. * Pavement Cut: El Y 0 N F. * Size of Cut: - X APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL 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. • A 24 hour notice is required for inspection; Please call Engineering: 771-3202 • Work is to be inspected during progress and at completion. • Restoration to be in accordance with City Code. • Street to be kept clean at all times. • Traffic Control to be in accordance with City regulations. • All street -cut ditches must be patched with asphalt or City approved material prior to end of working day; NO EXCEPTIONS. I understand the above and that this p5ynit must be available at the job site for inspection purposes at all times. Signature: Date://—,27- Owner or Contractor This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: Time Authorized: Void after -I& days. Special Conditions - PERMIT FEE: A15) 00, Restoration Fee: Receipt No. - Fund I I I Street Cut Dimensions: RELEASED BY: Date . INSPECTED BY Date NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. March 1989 W e"R"r-ET FILE BUSH, ROED & HITCHINGS, [al 2009 Minor Avenue East Seattle, WaShington 98102 Area 206/323-4144 Fax 206 / 323-7135 July 28, 1989 Mr. Jerry Haugth City of Edmonds, Engineering 250 Fifth Avenue North Edmonds, WA 98020 Re: Grease Monkey/Car Wash 21125 - 76th Avenue West Permit Application No. 145 Dear Mr. Haugth: In response to your plan review comments received yesterday by telephone, we have made the following changes to the Grading & Drainage Plan: 1. Storm drain pipes with a slope = 1%, we specify as concrete or PVC material. PVC pipe with less than 3 feet of cover will require the contractor to protect pipe from heavy loads during construction until pavement is in place, see note on Plan. 2. An oil/water separator, baffle type vault has been added to the plan at the storm drain outfall located near the southeast property corner. We are indicating vault to be a "Utility Vault" Model No. 5106-A, with a 1,570 gallon capacity or equal. We investigated the possible use of a smaller capacity vault, and conclude that we should use the 5106-A to allow enough time for oil and particle separation. Please contact me if you have further requirements or comments regarding the Grading and Drainage Plan. Si cerel ron DuPont BGD/cd Enclosure �,-ET HLE BUSH, ROED & HITCHINGS, INC. 2009 Minor Avenue East Seattle, Washington 98102 Area 206/323-4144 Fax 206/323-7135 July 18, 1989 Mr. Jerry Haugth City of Edmonds - Engineering 250 5th Avenue North Edmonds, WA 98020 RE: "Grease Monkey/Car Wash" 21125 76th Avenue West Permit Application No. 145 Dear Mr. Haugth: JOL I �) 1989 FNGINEERING The proposed development referenced above will include the following: 1. The removal of the existing building, canopy and the majority of the existing pavement. 2. The removal of the existing storm drain catch basin and drain pipe, which is discharging at the curb line of 212th Street Southwest. 3. Construction of two new buildings and the parking and access pavement surface. 4. Construction of the new storm drains which will include the extension of the existing storm drain in 212th Street. The new site configuration will have 15,720 square feet of new impervious area (buildings and pavement) which replaces the existing impervious surface area of 14,750 square feet. It is our understanding that the City of Edmonds Vill not require a storm detention system for this minor change in total impervious area. Please enter this letter into your records as confirmation of this understanding. Sincerely, Byron G. DuPont BGD/scr cc: Rick Carlile, Pace Construction CITY OF EDMONDS ASSET INFORMATION SHEET /NEW - 1-1 ADDITION RETIREMENT lim, 7 FILE ST :.T ASSET NO ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION DEPT. NO. * * PURCHASE ORDER NO. PURCHASE ORDER DATE COST PROJECT NUMBER w NQ� () 05 PROJECT COM PLETION DATE (32--2-8 �?C) COST 9 1 L-1 " 7,2 B.A.R.S. ACCOUNT NO. q I I - 000 - c) (I - -5 Lis -- ESTIMATED LIFE IS LA i INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY VDEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT 0 G.L. ENTRY REFERENCE kyp) INITIAL DATE VERIFIED BY PROCESSED BATCH NO. DEPARTMENT FILE E- B -P E R, WLT CITY of EDI fNDS SO E -SEW. "REET FILE For Inspection Call 771-32020 1 PERMIT No. 08121 Address of Construction: Property Legal Description.(Include all easements):.' Owner and/or Builder: 1-4 r_ lo VIA RAI I lNrFP LIFT STATI Contractor & License No: Singl:e Family Residence Multi -Family (No. of Units Commercial X (No. of fixture Units Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (3-7800-424-5555) before any excavation.) Cross other Private Property: No Yes (If Yes', easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS"LISTED ON THE BACK RECEIYED JAN 16 1990 I certify that I havd read an�Kshall comply Date with the items listed on the back. PUBLIC WORKS Permit Fee: Trunk Charge: e— Assessment Fee: Partial Inspection: 'Issued By: 'Date Issued: Receipt No.: 4 . . (:� (::17 6 4=4 Comments Date Initial 1A P6 Final Inspection Approved: Date 'rnitial co Rejected: C) Reason —Ta—te —5—itial (A PERMIT MUST BE POSTED ON JOB SITE cj� Wh-ite Copy File Green Copy Inspector Buff Copy Applicant NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map(s), nor for any one representation provided based upon said map(s). , The City of Edmonds Side Sewer Drawing EASEMENT NO - ------------------------------ ............. NEW CONSTRUCTION 'REPAIRS F-1 LID NO . .................. . ASMT. NO - ------------------ OWNER ............... - ------------------------------------------------------------ ................... CONTRACTOR ....... - - ----------------------------------------- PERMIT NO. JOB ADDRESS --- QJA---,l-.-k ---- ---- LEGAL DESCRIPTION: LOT NO - ------------- ------------------------ BLOCK NO - ------------------------------------ -------------------------------------------------------------------------------------------------------------------- . .... ... LlflG�—R :Vj,Q A SALLlf�GER NAME OF ADDITION ......... ..................................... ...... ... ........ ..... .... LIFT .. S-TA:jj4)N.--.- -T, 0 Ll ? (e If el<) --.,/ * �l —t-0 q. V. e- \— - , ,�t/ rc.4S,e- 00 c,: % -� PWW-0001-11/75(REV.11/78) ;Z I I � I - '7 Vr` A-Lr-. te )( &(t xe--, fee S \A-r M4-f- - 14. i;;' eID 4 T Approved: DATE.1 ...... ----------------- ------- ------------------- DATE: P.TREET FILE MEMO TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS: C� / /")- / /& ry OWNER: After review of the subject building permit application, we fiave the following comments: r 1) Construction hours are: WEEKDAYS 7:00am to 10:00pm WEEKENDSIHOLIDAYS 10:00am to 6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Co nne'ction to city water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5) Water and sewer lines to be separoted by 10 foot minimum. 6) Driveway must be paved a minimum of 20 feet back from City right-of-way; separate permit required. 7) Driveway slope not to exceed 14%. 8) Back water valve -required i f downstairs plumbing is below ......elevation of upstream manhole. 9) Builder/Owner responsible for,containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials.- Contractor responsible for dust control. 12) Inspection required on drainage system, c ' atch basin -installation, driveways, and sidewalks. A final engineering inspection is required prior to the b * uilding division granting occupancy., '69-08-30 23:53 F.2 0 b i t-li-L'E."i FILE 0 4-"-. CONSTRUCTION INC. 13401 Bel -Red Rd., SUlte 8-4 Beueuve, WA 9800S GO) 641-0722 August 29, 1989 Gordon Hyde Engineering Coordinator City of Edmonds 250 5th Ave. N. Edmonds, Wa. 98020 RE: Joint access on 76th for Grease Monkey and 7-11 Dear Mr Hyde, Per your request, I have submItted the proposal for a thirty foot (net) curb cut to be used as a joint access for use by Grease Monkey and 7-11 to the property owners, Tom Strickland, and Bob Porterfield, as well as the management of the 7-11 parcel. As this is a reasonalb'16 request and will all.ow for safer traffic flow both'on and off site, all the parties concerned ag�reed to this being a condition of the permit. I am attaching a sketch showing our proposed placement of the curb cut as you and I have discussed. The location is described as starting at a point 5 feet south of the northern most point of the existing easement, and vroceeding south a net distance of thirty feet. Our noreement to this is'also predicated on the existing bus stop being moved. at no expense to us, to a point not less than 20 feet south of the new curb cut. Upon review of our conditional use permit, this common access is in conflict with condition number 9 of the decision as issued by the Hearing Examiner. As this change. is in the best interest of The City of Edmonds and the public safety we are aasuming that condition 9 of the C.U,P. is waived. If this is not the case please inform us by September 1, 1989. Sincerely, r Rick Carlile cc; Lakeshore Investments Bob Porterfield Vto Commercial Suildem 189-08-30 23:52 0 7-j P. 1 AA W CONSTRUCTION INC. 13401 1301-126d Rd., Suite B-4 Belleuve, WA qMs (206) 641-0722 Tr-kampim INMIMTION SMILIT b rx. : �2 t-e& cb e, Me A V444 / 4-.4%r- 1 A/ �,6 � PTCM: ce e- Tell FAX ad, 13401 llal-Rcd Ro. SUjAm B-4 Ballovue, WA 90005 al�t'+ -14"k Thom ara pages beirxj twanomittcJ, includinSr thi5 cavcr almot. Xf YOU dO n0l; x0c0ivc 311 L�09CG, PIC*= Contact tho sander. gpx= INGMWrIONS AND/011 WMS: Commerclal aullders IT 0 City of Edmonds EET FILE (71NTER-OFFICE CORRESPONDENCE f TO FROM D A T E 7IM; /�O S UBJECT /46� lllr,� A4-TA00w 1-4AUG ENGINEERING 311989 PUBLIC Cf KARNAK., INC. 1 (206) 483-2904 Utility Development Specialists i P.O. BOX W4 BOTHELL, WA AUGUST 10, 1989 MET FILE PACE CONSTRUCTION 13401 Bellevue Redmond Road Suite B-4 RECEIVE:D Bellevue, Washington 98005 ATTN: RICK CARLILE A U G 14 198.9 RE: GREASE MONKEY/CAR WASH WORK DELAY.. ENGINEERING Please find enclosed our hourly rates for equipment and labor relating to the standby time at 21125 76th Ave. W. (Grease Monkey). As the delay' was above and beyond our cont . rol and our schedule was set to your and the city's demand for storm drainage completion -- we therefore cannot suffer the loss of a complete work day. I feel compensation for the equipment, signs and labor to be just and fair. However, the bright side to this is we found some fill-in work for most of the crew. The breakdown is such: American Trackhoe 8 Hrs. @ $125.00/Hr. $1,000.00 580 Backhoe 8 Hrs. @ $ 55.00/Hr. $ 440.00 Pipelayers 5 Ea. 4 Hrs. 20 Hrs. @ $ 25.00/Hr. $ 500.00 Supervisor & Truck, 4 Hrs. @ *$ 40.00/Hr. $ 160.00 Signs & Barricades' L.S. $ 200.00 TOTAL DUE $2,340.00 Also a 10 CY load of ATB for temporary patch was delivered on -site at 9:am. The decision to stop work did not allow time to cancel. If this material is unusable when we start work we will want additional compensation for this item. I realize this is an unfortunate situation, the decision was not ours, the scheduling was not ours therefore, the lost time will not be ours. 4 an4k, i aniel f�'B�rown, President cc : City Of Edmonds, Noel Miller. VILE IR HONG CONSULTING ENGINEERS','INC. Caote&d*W Ergkim" 9 MotwW To" * Construction Quosty Control kwP*dI%NskvE0llllG INSPECTION PkEPOflT PROJECT: DATE: LOCATION: -L % IL A- Lo 4-%-% GENERAL CONTRACTOR: K v% v- -L-c vv% 0,1 CONTRACTOR'S REP : T) c., /\ "?, v e o,) JOB NUMBER: a a 4t OUR REPRESENTATIVE: -15 4F PERMIT NO: SUB. CONTRACTOR: ARCH: RUR- REP- ENGR: c, C-^C( i>i.7-c- OLftA-ce_-�C�\ 1:::� v LD v.:, - CJ 0 t 0 0, 0 �A Zc C-0. kkz. vz.�VN CV\. vl",t�: 1A --c V; 0 -nk so �\A \--3 C--15 c,- 0 1-5 57. s "It cf -711 As -l",-W Ova CIA%.^^ c-A 0 k-e- VA 4/k-s- "o C -CA 0 LG PAG E OF C; e IV Geotechnical Engineering * Moterial Testing o Construction Qualitq Control ln3pe r?"o '^00 OIELD DENSITY REPORT Project: V'. t-, V, Test Apparatus, P11V,LkA,&-,A Mach No: kwd)(. Address:.... I IL +-t, ................. — Soil Description:, SAN V Job Number: 4C-('0 ......... .. ..... Temperature Air:- C Soil: 0 C Date Tested: . A - ZA By: Specified Compaction: % Client: ...... Compaction Standard: T rl ... 0. .. ................. N cl%v� . i a Minimum Dry Density: ...... . ... . .. ... .. .... PCF .... .... %00-01 6- Maximum Dry Density: PCF Attention: .......... ................. ... Optimum M t.: ..... .... . .. .... 0/0 cc.,, t . .. .... .... e 16 V'U� ........... ... ... - ... .. ............ I ............. ...... ..... ............. L; Test No. T - '!>T 1>T- 4 Location ......... ..... .. ..... . ..... .. . .... Elevation ...... .. ..... .. ....... ... Wet Density — PCF ?f"t-C wt o% L Moisture Content — % 5 00.0 Dry Density — PCF 7A .74 1 o I ............. ...... I I -CA Compaction — % '� 5. -1 0-1 (, .'2— 'Jig 9g.-L Remarks: ....... .. ........ ............. . Y. k Y. " V"3' - ........ ....... . ')Soo I . ........... .... ... . ... .. . ........ . .... ...... ... .... ..... . I .... .. . .... -'C 4, ........... ............ k7r", � � C- L—A Ok C-4 C ?"T.-A mii mbib puriurnit:u in accorcance wan Ab I M ie STREET FILE HONG CONSULTING ENGINEEk*,j, INC. SC vf-'D Vk , F, I o Geotechnical Engineering 9 Moiterial Testing * Construction Quality Control lnsp�gw? FIELD DENSITY REPORT Project: ......... CA -A- VN C�V, a ,, C - Test Apparatus: v cLL4/-A Mach. No.: k-u--K Address:. Soil Description: ........ .... .... ........ Job Number: 4r k, Temperature Air: 0C Soil: ..... OC Date Tested: ... $7. BY: Specified Compaction: ......... q �7> % Client: ................ ... .................. .... .......... ...... .. ............ Compaction Sta ndard: VA '5 T - ...... (-'I- V -E-s- V1 k-YQ,-V 0 P � ........ Minimum Dry Density: PCF - . ...... Maximum Dr y Density: PCF Attention: . % Optimum M.C.: ....... I .... - .... I Dc, VQ";n Test No. -b-77-u . . ...... .. .... .... . ..... .. ... L ocat i o n Elevation . ...... T-,x- ..... . . ... Wet Density — PCF Moisture Content — % Dry Density — PCF Compaction — % cis iw iebib puriormeci in accorcance WIM A51M STREET FLE HONG CONSULTING ENGINEERS,'INC. 0 GeotechnicW EnalneerInQ o' Mciteriol Te3ting 0 Con3truction Qualit' 0 2%jqs9 4 Control lnspe�G INSPECTION REPORT PROJECT: KARI!,0140 loc T-Rc--,,jcH— DATE: 4, a c, Lis T 1 ).0 99 LOCATION: 75-00 4-?, 7(.00 l3locks GENERAL CONTRACTOR: CONTRACTOR'S REP DAAJ 13RQ<-VA1 A 1,�I- 7R A v UJ - JOB NUMBER: OUR REPRESENTATIVE: P-6b C--A(Jf3,'O,',J PERMIT NO: SUB. CONTRACTOR: �ARCH: SUB. REP: ENGR: re-Air-y7eel -20, Y.- W7) no -y- I? 45 X1 71 e- ea. y..,,zi 1, e 47e7" "7-S a/- e,-Xlf �Idc,z- 4�/161 K. �/�?e 1/1-�;,// �a 4c e. iv e 5 4cla 2-4,� w z alY -re"K PAGE OF1 STREET FU 0 � . j\/F.0 C F. FIELD DENSITY REPORT Project:...k'A iF,, 0 A K hQ C -1 P-,F tl -,� '-H ... .... Test Apparatus: 0_ P -Aj Mach. No.:, ............... Address: AV� ... Soil Description: aro-V SA Kj-!� Job Number:.,... Temperature Air: 7:5- 105= Soil: �oc Date Tested: J I- By: F FA 0 i-:�! 0 i� Specified Compaction: % Client:.eXC-�, 01-Af<4-151-G Compaction. Standard: A S .... Minimum Dry Density: ....... . ... .... -PCF ......... - ...... I ......... ..... ........ .... . .... ..... . ......... Maximum Dry Density: . .. .... PCF Attention: ..... X;>,&A . .... .... ... .... . .. . .... Optimum M.C.: 9!7 .......... ............. . .......... . ..... .......... S041--- .-S'> C, -j Test No. Location Fro,..% e-'K 1 9 1-1 �Y'eo C11 +(-e-C4 11.11si, K i" 0�' '7-4c16 bill-, P" tc .. . ...... ... 0 3. 7 ................... Elevation ................ . . ......... .... .. .... ..... ... .. gx ... ... . ..... ......... ... .......... ............. Wet Density — PCF ................. ................ 14 *3 . .. ..... . Moisture Content — % --4v .......... - .... ........ - ... ............ Z5 -- .......... ...... .... 7.75 ... ....... Dry Density — PCF 135-,g Compaction — % 0 - Reviewed B�:. P E mii tutitzi puriormea in accoraance with ASTM 2003 0 STREET FILE -_----- �� CONSULTING ��U�� U�� oo��'n�� ~"��nn��x.nnn�� u.nn��nn�x.x~��, no��~�� . =~~- ��(�� * Ge�wc6Nc�Emg|needog * Material Testing * Cmmmxru�|pn��u�|t@CmmtrcuImw��`~" ��q+ :INEERING COMPACTION TEST RESULTS Project:_ Inc Trench Sample Number: Addneoo:- WA.___--- Sample Location: - _-- -------_- ____-_-_ Sample Description:- Brown silty SAND with Job Number: T�U04G 3Om8 gravel Date Tested: _8-10-89 By: 3Y_---__' Minimum Dry Denuity: PCF Client:_.GrouD _ _ Maximum Dry Density: }35^5 POF Optimum Moisture Content: _ 8'0 96 Attention:. 'Ri�h Carlisle Natural Moisture Content: 8^8 96 | 1*0 A5TM D-1557 CnmpocionSb�ndund�_________________ Y. Hammer VV�igh�l0 |bs. 130 Hammer Drop:. l8 ins. 5 No. of layers:. _ 125 Number of blows/layer: 25 c� mo|d�_____4 inu. Diameter___ `uo Height of mo|d:____________ 4 inn. Volume of mo|d:l/3ou.ft. ns LL Surcharge Weight: |bu. O C . Vibratory Amp!itude:.________ � �m Vibratory Frequency: \�- o Vibratory Time: _ min. | c 1n« C ompactive Effort: ft.lbs./ou. 100 95 90 85 80 1007 u m is 20 25 no no 40 Moisture Content — % All tests performed maccordance with ASTw t" 0 STREET FILE MERRICK LEWZ ARCHITECT REC':1 VED 15446 BEL-RED RD. SUITE 410 REDMOND WASHINGTON 98052 (206)881-8117 June 1, 1989 FNGINEERING Mr. Gordon Hyde Office of the City Engineer City of Edmonds 250 5th Ave. N. Edmonds, WA 98020 RE: Traffic Mitigation for Proposed Grease Monkey/Car Wash Businesses Dear Gordon: I am writing to confirm the results of.our meeting, yesterday, regarding the traffic mitigation fees for the proposed Grease Monkey/Car Wash on the northeast corner of 212 Street S.W. and tb Ave. W.'in Edmonds. As we discussed, the PM Peak traffic generation figure of ele- ven trips for the Grease Monkey, and five trips for the car wash, for a total of sixteen trips will be used. Per the College Place Traffic Study, dated April 10, 1989, a cost of $114.00 per trip will be applied, resulting in a total mitigating cost of $1,824.00. This amount is acceptable to my clients, and it is our understanding that this will satisfy the traffic mitigation condition of our Conditional Use Application #CU-36-89. If you have any questions, please call. Sincerely, ENTZ AMERCK L ARCHIT T Merrick D. Lentz, AIA cc: Ken Walters Steve Guthrie 05/15/89 10:30 2t 8857697 8 TER E E T F I LEE May 15, 1989 Mr. Gordon Hyde office of the City Engineer City of Edmonds 250 5th Ave. N. Eamonds, WA 98020 RE: Traffic Analysis for Conditional Use Request Dear Gordon: ptvd,�.� This traffic analysis will supplement the information recently submitted for Conditional Use Permit approval for the property at the northeast corner of the intersection of 76th Ave. W. and S.W. 212th Street, currently being considered for development of the Grease Monkey and Cat- Wash bosinesses. Since the ITE Manual has limited trip generation data for these uses, we have assembled documentation specifically related to the industry. The Car Wash data is supported by customer and retail sales in- formation for approximately 400 self service car wash operators. The gross income figures, divided by the annual number of cus- tomers and factored into weekly numbers equals 568 customers per week. Using ITE daily trip rates, two-thirds of the weekly number will come an weekdays. Therefore, an average weekday will account for 152 vehicle trips. The ITE Manual allows a discount of 25-60% for service retail facilities for passerby or "drop -by" trips. Assuming a 40% discount, the average new trips generated per weekday is 91. Per ITE standards, approximately 5% of the use will occur at the PM Peak, resulting in a trip generation of 5 PM Peak trips. The data for Crease Monkey is based on national data for 150 facilities. Per the attached data sheet, a typical facility will average Go customers per day. Since the store is open Ib446 seven days per week, the ITE daily trip rate allows the typical BEL-PED RD. daily weekday trip count of 49 cu5tomers, or 98 vehicle trips, SU11i 410 to be established, Using the 40% discount as explained above, PFDMOND 59 new customer trips are generated with this use. Three em- WASHINGION 98052 ployees will add 6, for a total of 65 new vehicle trips gener- (206) 881-8117 ated. ITE Manual data supports a 5% PM Peak rate, or three trips generated during PM Peak. 02 2 8857697 0 03 The development of both uses will therefore result in eight new PM Peak trips generated. It is also significant to identify the PM Peak of the existing service station. Using ITE Manual fig- ures, the existing use generates three FM Peak trips. It is our opinion that this should be a consideration in determining the total effect of this development or the traffic patterns. If you have any further questions or comments, I will be happy to discuss them with you. Sincerely, MERRICK LENTZ ARCHITECT Merrick D. Lentz, AIA cc: The Greenwood Group INC - GREASZ MONKEY IMMRNATIONAL, 1660 Wynkoop #1160 Denver, Colorado 80202 -534-1660 Telephonet 303 Talecooys -303-5-34-290.6 FACSIMILE MESSAGE TIME DATV;�� ENT -al Rmc X.O.Tr 4e 6 any) ATTENTIONs—T2 TZLECOPY c,.TELEPHONE # op—gz FROM a . AT-s TOTAL NUMBER OF PAGES (including cover page) N r, TOTAL PAGE.001 GREA5& MONKEY LUE)HISLAIJUN CLN-jEt PRO -FORMA BREAK EVEN AND PROJECTIONS TmRFP YFaR awvRamr raR rortmT PPR nav Ar Average Car -Count per Day.. ANNUAL GROVIN RATE AFTER XONTH.3� month 13,il month- : jai i J Month 2. 19 Month 14. month- 55 lonth-3. 20 month 15. 8 Month 4. 24 Month 16. 49-t, MonU 22. s 26. Month 17, NO.. !to t Month. 2 Month Ia. Month -7 3 Month 19. boat jJ)'. 5 Month 0. 33 hooth 20. NORth 32. month 9. month 21, S2. both 33. Se Month 10 38 Month 22. 0-3 month 34. 59 tl Month 11 40 Month 23... S4 Month 35. 59: S Month 12 41 24. SS Month 36. 60 4 ii� . j _ . , WAMIIIRMI� 0 W IA In b- D- $- LU AM ., " ul xxx W IA vi coo 0 C, C4 C4 V A A A C14 C4 C4 0 0 S 4--S 5 — 6p cle5 t t Rs v L-5-e ^6 e- PASSE�--BY (Po7o 4 o- r c *v" c6 ca 4e--s 3 1-- r-,* F S i 2 Z- 7p-- 1 P- ZO -(T�t P- 160 P-S 0 UA la LU coo Ance C44 04 Re A A A C4 C4 C4 9 -�-. Z2- 0 --S2 0 EWTP,ANCi5 EXI-M, ARE FbR� 1\41MOTE- L-USF- + CA25 R-U5 -DZjv6 'T#P.OU&H PM CAle5- />LL/5 DRIVE- 771ROV6-1�( _4J7 J3 4 ��g e-AR5 191-v5 ,0,4,e1I(1,v4— role AleW 0,00,t DKIV4F -rllJeOU&H IPAX4A) Cr FOX Na r poof� P4,15 2— 091116-- Mleo V Cyll 5-� P6 (15 3 PelllC 7-111MV67Y oA)G ooc toy/cH t-,,4-r 4 4 6et v&c k,' 60 on 3_9 e- vj PA 6Y It 0 a cj AL. rF 0 CONSTRUCTION INC. 13401 Bel -Red Rd., Suite B-4 Belleuve, WA 98005 (206) 641-0722 August 28, 1989 Gordon Hyde Engineering Coordinator City of Edmonds 250 5th Ave. N. Edmonds, Wa. 98020 RE: Joint access on 76th for Grease Monkey and 7-11 Dear Mr Hyde, Per your request, I have submitted the proposal for a thirty foot (net) curb cut to be used as a joint access for use by Grease Monkey and 7-11 to the property owners, Tom Strickland, and Bob Porterfield, as well as the management of the 7-11 parcel. As this is a reasonable request and will allow for safer traffic flow both on and off site, all the parties concerned agreed to this being a conclition—of the permit. I am attaching a sketch showing our proposed placement of the curb cut as you and I have discussed. The location is described as starting at a point 5 feet south of the northern most point of the existing easement, and proceeding south a net distance of thirty feet. Our agreement to this is also predicated on the existing bus stop being moved, at no expense to us, to a point not -Tess than 20 feet south of the new curb cut. Upon review of our conditional use permit, this common access is in conflict with condition number 9 of the decision as issued by the Hearing Examiner. As this change is in the best interest of The City of Edmonds and the public safety we are assuming that condition 9 of the C.U.P. is waived. If this is not the case please inform us by September 1, 1989. Sincerely, r eck VCarlile cc; Lakeshore Investments Bob Porterfield I Commercial Builders 4aXl- C� 015H ) ve fftf ieH W.,L� /;3N tL :L:Ar LAW L rr- m 00 MY L Yl R", 10) k�\ --1 F --1 F-71 8 L--I L-J IN I -SLAW 191.-441 tiLL. r"Algluer r_xm-r Kill rtxt,) *5--U-r SIT. ISI.W. �I�SITE P�LAN� STREET FILE MERRICK LENTZ ARCHITECT MAY 15 1989 May 15, 1989 ENGINEERING Mr. Gordon Hyde Office of the City Engineer City of Edmonds 250 5th Ave. N. Edmonds, WA 98020 RE: Traffic Analysis for Conditional Use Request Dear Gordon: This traffic analysis will supplement the information recently submitted for Conditional Use Permit approval for the property at the northeast corner of the intersection of 76th Ave. W. and S.W. 212th Street, currently being considered for development of the Grease Monkey and Car Wash businesses. Since the ITE Manual has limited trip generation data for these uses, we have assembled documentation specifically related to the industry. The Car Wash data is supported by customer and retail sales in- formation for approximately 400 self service car wash operators. The gross income figures, divided by the annual number of cus- tomers and factored into weekly numbers equals 568 customers per week. Using ITE daily trip rates, two-thirds of the weekly number will come on weekdays. Therefore, an average weekday will account for 152 vehicle trips. The ITE Manual allows a discount of 25-60% for service retail facilities for passerby or "drop -by" trips. Assuming a 40% discount, the average new trips generated -per weekday is 91. Per ITE standards, approximately 5% of the use will occur at the PM Peak, resulting in a trip generation of 5 PM Peak trips. The data for Grease Monkey is based on national data for 150 facilities. Per the attached data sheet, a typical facility will average 60 customers per day. Since the store is open 15446 seven days per week, the ITE daily trip rate allows the typical BEL-PEDRD, daily weekday trip count of 49 customers, or 98 vehicle trips, SUITE 410 to be established. Using the 40% discount as explained above, REDMOND 59 new customer trips are generated with this use. Three em- WASHINGTON 98052 ployees will add 6, for a total of 65 new vehicle trips gener- (206) 881-8117 ated. ITE Manual data supports a 5% PM Peak rate, or three trips generated during PM Peak. The development of both uses will therefore result in eight new PM Peak trips generated. It is also significant to identify the PM Peak of the existing service station. Using ITE Manual fig- ures, the existing use generates three PM Peak trips. It is our opinion that this should be a consideration in determining the total effect of this development or the traffic patterns. If you have any further questions or comments, I will be happy to discuss them with you. Sincerely, MER CHI Merrick D. �e tz, AI cc: The Greenwood Group C"w /Zoe L. 4 (9. Ob _AL nx J& 14- LAI A Mfl� ---------- 1 -7. REVISIONS: 1/211=ik-oll u 4 TO MAJOH ;F3,01L.01-461 Pipe. ENCIOGURE :3 L� 4A6 - I 2 SECTION AT SITE 1 201 - I'- i - , T�r;-�t-fo vr- 1, 1 r.-T. < Fi� < �7 \Z V F-1 Lj\ riu, t�-Xlvpdq- 1:54v� Kill, rov.1) H,1 L J \,/A4.LfLjf-) -ro r_r:-t-,IA4 E P L AN 81— 1 L --I PROJECT NOTES 01-,,I -r-rPF;-- . v - r-4 �Aeot-j I-1K L-Ff�SD -S-rA. LL I e A 114 I eo-7 Z '50 - r-T- 6AfL' V4 A-f v- 1 -4 6en-A,*,T gtA (.,-r 10 1 -1 7 F�i . 1?.> - I WITH If --I pAA�I,,H 1, e 61 A L I P11- 10 r-4 s P�,�Ce--K -r�+ ?T�4 Lar:�.- 7 4-2:;- PA- i--'- E�PE-e,'i erzW L-0-r e;- -rH r-- AL&I L�OT 7f�> FT -rH �A Ic-" FT I-1/L, To If--17 L-14 PLIQ 4 2611,92 PT OF KI LO �OT,ry 7*0> TH W qqA r-,i/L. To I t-4 T L ki PL kA tt 14, -;> Fr H e9F f:-� L- �,l LOT,�� TH t-J Zry PT OV.L� TO I [,IT L�,J PLkl 4 122r�� FT 1\1 0 F C-, LW -s P l.-oT T H 1�,A 9 0 -r-T TO VJ 1-0 L-OT EP T�-1 e��, I Zc�) FT TO 64!��f;-' L,—T' fOE> St? L,0T �':'5 7H 0L��( 1-\I-&j 0 L-W �!,P LOT '?P !2:, FT T4-4 ----,F:L-Y 1-0 1 I-J T S�, L [A LOT e�l AAF 0;� FT SLY OF G4,J LOT f=T' e�;� LA 2.000 e>f- (A �-.>gki 04,e-1p, -r f PTeAl 1-4 To 6-61--1 t-J F--e-j' wi-r-i le)asrriH&�i SITE TH 7 > . F�� 4 =, 6 ��ST < sw;; 2 196 ki ST VNZ 117 1 -��7"] J!21- L SW M 11A 21, Rj:�"Ji4� JUL 1 PERMIT COUNTER "o op R;- 00 co 9 N 04 8 00 01 z 0 z V) L ul Z 0 Lu LU D uj Lij rn 'o A 0 N 0 04 DATE: 7-1':3-51) DRAWN BY: SHEET Al OF SHEETS iE COMPLETE LINE/123844 FERGUSON & SONS 120436 z�XAST S M A/ //f/v -Ifz/ 46 04) q -k D1,11,01CVreS Z0C-R71.0,A1 6K1,PZVV RV11,,94r C(q.A1CRr7,= A911eVrmr q K (:;Cr IFORr6 A59SC5 C041AN45 2 9�nfv 0.,pry m/ 6 gVC6') JD .0 .'4 .. 4. , , % 14 0 mdelrml, ALoce,) : 17- 1'70MP V117Ue� 7-- c 13 ArI44 2 OR COMP4675AIr 12" eoA4vwr_rc1.7 oepxq Mqrl mz- 4% ma, / Aeo, / 0, a k,) )9JP11R T COAICA�"TL` 1W111R_LrA1T gFMIZ.. 5106-SA A10 SCRe-e OIL, SEPA��,%T(F; 41r 1__x /s Z 17'Y 7- �IR 1r)? OP P6rerza/v c4ruvIr ezn<xellre. mffAfeAlr IvIrIl afwm /0//o Wwm 0 Ar 144le- 70,90% OeAl ,51ry 1,foDlple�o q�g reSr Ivo,re . zoc.,Qrr oll AWA/ AS 1A1,01cNre9 (D 40 COAIC96TY W,111<' 3,rCrlo" 1-3 DIPFUSER HAF7FLE I 01L BAWFLE OU TL E T --�ILUUUt AtW EXIS711\16 CUR6 0� 1,570 GALLON CAPACI T f A', 4*-0" WA IP R EIE� 7'- 2' --Xls 7-11V6 comr vlQ6(- -i FLOW DIFFUSEF BAFFL-_ ^11 . ?A In r1r,9 6 r aV IOZV14,1 19S 1A101C,9r,5,0 '(/o /_'! 5: Z 0 Cq 7L 0 ,0,0,C 7_1,A7410 eeAfe.Alr' e0A1CA;'ere IWWWV67" hWO044 AIAII.SAI R iv F. D 1H1 3 1931 MAO AWA4 PERMIT COUNTER ........... 40. SWAIV C1,14 "Oolne:o Aeoc rate re's r " P 01of1WWr1V7' _9EC7A01V n,no-rl z7AII-7 ^cA_4.cAj7' I'vwIlIC�ar4' STORMWATER DRAINAGE PLANNOTES 1. ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF THE UNIFORM BUILDING CODE (1985 EDITION). THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALI. UTILITIES AND/Oil STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. ALI, CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARD SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 5. DATUM SHALL BE CITY OF EDMONDS DATUM UNLESS OTHERWISE APPROVED BY THE 11vG1cp1-6,5 �oc/q;r/o/v CITY DEPARTMENT OF PUBLIC WORKS. 6. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7-02.3(l). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELT AS SL UDGE WEIR- JEA7R.9 MR. VST IN RZ�qCZ- C619B 17f TRI� PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF TM NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH Oil RETENTION MEETS YHE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST blo 15C194. c LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM C191-CAl /3/93//41/ 4/0. 2 OV OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. BEDDING FOR RIGID PIPE (CONCRETE AND IRON) SHALL BE /w :.. :- - CLASS "B" PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM 4 INCHES BELOW '!�'XISTIIVG 19SI01,119,1-1- IWV�_ 6-1,17- VTDT? 7'n CDDTX7rTTXj� B DDING FOR FLEXIBLE PIPE kCORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM 4 INCHES BELOW PIPE TO 6 INCHES ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1-1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS e 401 _c J-ei .07-, eJ- v, 7 C191 V /vo. 4 Yl x7 7 9E �2' 4Z 3, 0 /A/ V f All 6RI97 6- 43L A/6 8 W,9 7_,�SC F 1 iVv No T67 - c oA17R,,?c 7'0,,e- SIIAI� L -svW rIA 16 /VOr-C-' 19�_L V111,0 MROCW910111C S&IRVEY 11Vr01eM,91_10A1 x7s Al,,zk �,Ro/qv 1-wv,-1w6-'vT /,;X/c L _Av�� 541R612:-7Y By 7-0 M1?7_C />/7 Co1Wp"9f % 5_-X1,51-1A1G C.45. JI-10WIV 0A1 7/ /5 &9S6 0A1 7 C197CIII 8191%1v A/0. 3 11j01_71F1_cC- /�qOC70XZ T6YF 67(�. � 4275C 149RRO,5 19A10 S-'A17_UC,,"> PROV10,10 8Y 19< 0 (3RR 7z__ 6�. L7 4Z513:9 S7-ORA-1 M91V110�-E gC6,9R471AIG SUI C V6 _,,;2L L AlOre: C01VTRI,)CTO,`� /Z //VV E��, 4zo. 65 SW /�'IM 6Z. 422. 72- 12 A' IIVV 41&. 7Z Tp(lo r,,) !FX1_3711VG oRl(l&�,Wl9y qpKoA15 WITIV 67A IS /�/ -0 M19 IVG gM6,�� 2 1..d, TAI <1 T,?Fr— r Al�� GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% MAXIMUM DENSITY. 7. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C-14-2 OR ASTM C-76-II OR GALVANIZED STEEL OR ALUMINUM CORRUGATED METAL PIPE (PIPE GAUGES PER CHART BELOW). STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS qRCTTON 9-09-4(7)- qTF.F.T. PTPF ,HAT.I. RP.r.FTVP. TRP.ATMF.MT I M;PITAT.T r.nATTNr.' 14 5411 30" TO 36" 12 60" TO 66" 42" TO 54" 10 72" 60" TO 72" 8 78" TO 96" 78" TO 8/4" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - 3 INCH BY I INCH CORRUGATIONS MINIMUM GALVANIZED ALUMINUM GAUGE STEEL 16 36" TO 102" 30" TO 60" 8. ALL BUILDING DOWNSPOUTS AND FOOTING DR.AINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. 9. EXISTING UTILITIES INDICATED ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEERS. UNDER NO CIRCUMSTANCES WILL ERRORS OR OMISSIONS IN LOCATION OF UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. 10. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. UTILITY PIPE SPECIFICATIONS: a < T�- DO WN U) CE 0 LLi _j r >- LLJ LIU U) > X U) grimy's < I C-6 C\i cy) U) a CD LIJ Lu Lu z 0 o 7 U) LLJ < LLJ _j > LIJ > I cl: 0 z c:) CD �.j z 0 V) cr. 0 z ACCEPTABLE MATERIALS FOR THE FOOTING DRAIN PIPE AND FITTINGS ARE: PERFORATED CORRUGATED POLYETHYLENE DRAINAGE TUBING, AND SHALL MEET OR EXCEED ALI, REQUIREMENTS OF ASTM F-405 (HEAVY DUTY), OR POLYVINYL CHLORIDE (PVC) PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM 2729. ACCEPTABIF MATERIALS FORTHE ROOF DRAINPIPE AND FITTINGS ARE: PVC D3034, SUR 35 OR CONCRETE RUBBER GASKETED ASTM C-14 CL. 11. so 12. CONTRACTOR TO REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTS IN CONDITION EQUALTO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA TO BE FINE GRADED UPON COMPLETION IN UNIMPROVED AREAS. !:A- 13. ALL WATER AND/OR CONSTRUCTION DFBRLS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. �j 14 . ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95AZ OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST. 15. PROVIDE AND MALNTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO Jkj INSURE SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. Qk THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION COMPLETED AND PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PLAT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEFIDED TO PROTECT ADJACENT PROPERTIES. 16. 7HE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS OF SIX INCHES, WITH A LOOSE AVERAGE DEPTH MAXIMUM DEPTH EIGHT INCHES, :,Z THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 17. SIDE SLOPES SHALL BE CONSTRUCTED NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL OR OTHERWISE STATED BY SECTIONS AND NOTES ON THE DRAWINGS. NJ 18. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR PROPER SEALING. DRAWN BY CHECKED BY Col\IAI��-C_T /-o .-_X1_5711VG 57_01?1vf 1-10,,Q1Z0A1719L (d R10k 7-0 "Y SCALE DATE RIM 417- i�'� py f 12 11 IAIV. i, 6�. 7 4A918 9 E6671VI7 7- 12 08 NO S roRm OR1191111, 6: = 3,71 0/, I __ I T-1 I - 04 , 15 MUING �t � -11 67?1_0 HIVU uVz'- p4RN E"'I /s T11vc, 5"s. / 11vvr-11t,�):: 417. or, �/7) �zl&q3 Alo 0 o C,94 67 SHELT OF MUM ImUld 1�1 ga, Yh C41- W,4sq ;752 011-eA� -76 jUL 13 1931 HIUAIT COUNTFR il /&V �tzl Id If 11 F60/7 ON ,6,v c1ie16w,6 6,9,r 40 P A 4 o OR Afaellledplvck") r A URI, q� T C01VC9,z 7L .ee- c A 1,:i lllvb\,,,_ gsPI�U A,9vF/vleA/r-,";` A �_ j Ice 5106-SA OIL/ WATER SEPA;�-ATnn 117141- /ry r ou 5,78- l'- 2" 1o4g,qr-4w,o c4rAf4FAlr exv"e,,re: 1,107F., zoonr 0// Rzv/v "95 MffW-e&r W17XI EAt-om /0//0 WWAJ 10-01C rZAA147 IfAf e, OA/,r -Okt-f LFre w,06+-- IA11.51,1 7r �d 141 ov. IPWAf' c�"cr meae,,aw 7o.90% A... 04FA451rY 1lrR Afoacle,0 - 1%TCJ70R_ 7ZrSr locMe om A## & INDIewreo amsay 40 60AICACTY W41k--** 960ROAl omocrde resr "5W66 Aql1eV6,V7- joeCrloM .. 3 FLOW DIFFUSER OIL RETENTION BAFFLE BAFFLE 4 111LET - OUTLET � PORM9NO CEMEA17- Co1V<TR67-6- C1957 //(/ ARC6 A5,011,91-T '10,�q1.--4f6Vr 0 SLUDGE WEIR VL V -X15 r11\16 ef�lx�6 L oe 01 7'-2- CXIS 7'11V6 FLOW DIFFUSER 1,570 GALLON CAPACITY AT 4'-0" WATER LEVEL 6 BAFFLE 11vc1,fq;r6L5 zocgrlolv OAI 101-191v. 014 - W.4 Mg v SLUDGE WEIR SEPPRR rat a 6" OIL RETENTION BAFFLE A 0-,-LC- ;WX -11VG /9 //,7/ CA7 7-c /4/ A/0 scI9467 C1, IS 7 V 1319JIAI 1W 51W, izo) x 0 //V V 30 //Vv Al <65� " Z 3' 41 ,2, '/ L5 /,�j Tr/ J 111VIV L Rz-ocRa wv 11 1111" L oligill 1 r Ilia 5 /v EAlr -Y, k 4 ,v) /K 17 4Z!5,, 01Z A1,9r, 1o1VWMLzA1 4- 51feV5,971 W,5 S110XIAl rOA 1A/V '4� 1; L rp v co. 2 -SoX, <21 11VV -!!5Z, 40 3,75(�l "17 Ry sewe"_- '5,0�V17"p RIM 5�� -4 .0 A INV ce. 4251 6 7 /0 L 00 IIVV C-,� - 422. 0 'o 50 /16 46e1VC11 MARI'- Clr>-' AgW76M r�.o 01,11alV4 /0 ?7 4 N, ;v.v. A10A5.- 7,Ve C 7-OR L 4�0 14 3e KI 0/4" RCA4 k F_ 6-A Sr AIC, AlKe C- 19J1W19,'_7_ 191V471" COAICR677",5 61, 0 k Al <6,9* 9 "IC- RK -02,1(�' /91-1- R4,VA17,FeS rl �71 7,4Z 70 A,16w cue6 z-11ve (mew oe_,4qvr45-p_ V/ Ue-7 IC�� t!S7 — --------- cI-- 21 m9TER m ET64-1 ITT S/oxav Wv STORMWATER DRAINAGE PLAN NOTES 1. ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF 7HE UNIFORM BUILDING CODE (1985 EDITION). 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARD SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1988 STANDARD SPECIFICATIONS FOR -ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 5. DATUM SHALL BE CITY OF EDMONDS DATUM UNLESS OTHERWISE APPROVED BY THE CITY DEPARTMENT OF PUBLIC WORKS. 6. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS. PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORM GRADE SO UNYIELDING BASE. LY DENSE IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. BEDDING FOR RIGID PIPE (CONCRETE AND IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE), BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL,BE CLASS"F" PER APWA STANDARD PLAN NO. B-18C (GRAVEL FROM 4 INCHES BELOW PIPE TO 6 INCHES, ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1-1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% MAXIMUM DENSITY. 7. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C-14-2 OR ASTM C-76-II OR GALVANIZED STEEL OR ALUMINUM CORRUGATED METAL PIPE (PIPE GAUGES PER CHART BELOW). STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 9-05.4(7). STEEL PIPE SHALL RECEIVE TREATMENT I ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER, UNLESS NOTED. --------------------------------------------------------------- 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS ----------- w ---------------------------------------------------- MINIMUM GALVANIZED ALUMINUM GAUGE STEEL 16 8" TO 4811 8" TO 2711 14 5411 30" TO 3611 12 60" TO 6611 42" TO 5411 10 721# 60" TO 72" 8 78" T096" 78" TO 8411 ----------------------------- 3 INCH BY I INCH CORRUGATIONS MINIMUM GALVANIZED ALUMINUM GAUGE STEEL 16 36" TO 102" 30" TO 6011 ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. 9. EXISTING UTILITIES INDICATED ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEERS. UNDER NO CIRCUMSTANCES WILL ERRORS OR OMISSIONS IN LOCATION OF UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. 10.,.,THE STORM DRAINAGE SYSTEM-SHAL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF EDMONDS DEPARTMENT OF%-,UBLIC WORKS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. t 0 0 c < z 0 0. z a, rr 0 _j *own m U) lomm X cx� U) cr LLJ Lu Lij Z 00 at Lli > cr U A%O& 0� C -1 ullLlix PIPE SPECIFICATIONS: ACCEPiABLE 'MATERIALS FOR THE FOOTING DRAIN PIPE AND FITTINGS ARE: PERFORATED CORRUGATED POLYETHYLENE DRAINAGE TUBING, AND SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM F-405 (HEAVY DUTY), OR POLYVINYL CHLORIDE (PVC) PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM 2729. ACCEPTABLE MATERIALS FOR THE ROOF DRAIN PIPE AND FITTINGS ARE: PVC D3034, SDR 35 OR CONCRETE RUBBER GASKETED ASTM C-14 CL. II. so 12.� cbNTRACTOR TO REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTS IN CONDITION 44 EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA TO BE FINE GRADED UPON COMPLETION IN UNIMPROVED AREAS. 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 14. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST. C 15. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO t4i INSURE SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE) MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PLAT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION Zk AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEFDED TO PROTECT ADJACENT PROPERTIES. 16. 7HE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OR TO SIDE OF THE TRENCH. OF THE PIPE MATERIALS TO COMPLETE THE FILL OVERPIPE SHALL BE THE SAME AS DESCRIBED. 9% 17. SIDE SLOPES SHALL BE CONSTRUCTED NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL OR OTHERWISE STATED BY SECTIONS AND NOTES ON THE DRAWINGS. t 18. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR PROPER SEALING. C(9AIM,5��T 70 -XIS71AIG SMi-Al DRAWN 13Y CHIE CKLD BY LL. PRIOR 70 "Y COIVVAIKICTIOA,� R11W 64.= 417. SCALE OATE /p 3�� /11 If Lu I % (ox / a'- ID'I A � y , . = 'n / It-14— OIL - W197�4_714Z 4OL5110WAI IVS -INV 12 " 11V V EZ 419- 7�1) 6,9S1,A1 Alo. 4 /A/ V, 4 1,9. 0 //orc.- "941 �� I . —1 5X1,97-1A1C,, - l6oelmome Y 19A10 7*CR0&fRP111C SeIR V6- y IAIZ�MA-f,9710AI No-L-.. c0A1TR,9C70,o4Z C. /5. 5,410WAI 0A1 117S RIC'mov(5 C/97c// G1':;Zlq76 =7 -5z275L-, 7/ IS 'PeIVIV IS A59SIFO 0/v 7-1,�� &y RRR0,ff 19AIZ7 �9&�OC.,.F6�9rr,6,- (2197CII 6/q%/V A/0. 3 t-Z/,57 �f , 5, rwo ,;tk rRol-70 ', JA14 > PRO Vloeo By 0WA1,-,e__ OV�7SMOAIS TY106� / 70 VFMCA17 IlOW Alordr; CO3,V7R,900R Slllq�L REC-19,CCIA16 SUR V6Y Cq-7 r2 Glq��qTE =-Z. co/vip"91f 7- - 7095% 7-kvo (2) 6XIVIA16 LIRI(IeW,91y lqol�IoAIS W1711 12 11VV !F�, 420. 6 5 - C61R6 4,eWl'&A� �O MN7cX1 6,VIS&V�3 S70RA4 MogNmol-E W RIM 12 A' VV N4 lk 41&. 72 01) r7 S 7 Rel: 7- S, W A. w 76-r'4AW�: W- NS FERGUSON & SONS 120436 4-- X /L5r Ls. 19 M A/ /x/v 421 .0,6 �j Z3 uu Z 4`11NV6Z. =4Z_,5.20 i 5q� U/ I_j 43 .10 0 ,01-4 OR V0MPer46&,r 71yer. .. e 17 ICD11171 / 1. c// vcnt: / c i. E 5 7*11V6 /- -X /3 \7 AYR1-b7U P,9V,--1VLc1\1r4' ,o-R.�-movLz" =x1,5r11v6 eap-6 CX1,Sr11'16 COAIC KIQ4L -'XIS 7//VG 19MIV194 7- 1`RVcM,-A17_ o 2 4 le 4CaWA9Cr4F,0 47,rOrM ('.95 % h y A (a q /I Ileo I fi v IIIACACAIT 94C7AI� 5106-SA NO S(:Ri OIL/ WATER SEPARATOR 071-Z oy VNz11_ r 490UM. 5'- 8"' FLOW DIFFUSER T- 2" BAFFLE I p4wr44mo cemfmr aawxere: "ProelfIr m1r& afoom " 7f 6 IV /0//0 ;Vwm AWAY& ON,) c') /00 JPWA-f J1 70 90 VS ,0eA1.$1rY AFR ROO-01e,0 MX�,"-7 44VAnr S4 QA 110 CIZ 4 0c. A0rur: IOC47e ON P401 WS 11VD1CNrF0 AeocrdA res r 4f' COAICA6�rcc. PVqll<' 3Z:C' r10A Aqt1drAfeN7- JSCrIO,41 //0 _1cwe (D Z 1.05C,0440 co FLOW DIFFUSER Q�rrlr - HILET OIL RETENTION .—I � OUTLET 1.570 GALLON CAPACITY AT 4'-0' WATER LEVEL 014 - W Mg SLUDGE MIR �- ;2 SEPPR*9 rok OIL RETENTION 4_7F M11- BAFFLE V C1?7_(CA1 13,9J11V Ajo - 2 7 -) -R,,F - - Y 6�TN 7-6- -1-, = 426, 60 12' 1"V -42 1.30 /"v V eAf PZV,41 �9,Y IAIOIC�9reo 0 / M/0 e-eAfFVr BROOM 170RrzN1VG ^6M6,A17 601V<?A�rL-_ STORMWATER DRAINAGE PLAN NOTES ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF THE UNIFORM BUILDING CODE A N (1985 EDITION). 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND c\J SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE 4. 46"W4 T 10Wj1,zM&Vr CONSTRUCTION SITE. < cl, 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR' S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CO 6 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS (3 >- < Lu N STANDARD LIJ U) SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1988 STANDARD SPECIFICATIONS FOR Z > ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. cc 5. DATUM SHALL BE CITY OF EDMONDS DATUM UNLESS OTHERWISE APPROVED BY THE D u) CITY DEPARTMENT OF PUBLICWORKS. 01V 04191v. 6. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO U n "zi- WASHINGTON STATE SPEC. 7-02.3(l). THIS SHALL INCLUDE NECESSARY LEVELING < OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS - D-f T) PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE _j 06 a UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH (1) (0 NO MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST GE" CD 15C1941c LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE LIJ UNYIELDING BASE. All BEDDING FOR RIGID PIPE (CONCRETE AND IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM 4 INCHES BELOW Roo,-- aRRIAl 4Z3, _e.=4Z /14/V CZ, e**7 4AP I x I It AMAIA�ry - �' R?. . � �. _!_ __ 4'-*11A1V 6 3. 7REAIC-1-1 Z)9,911V 11V V e4 42.4-3 7 47.=,c 0A7/'1A/z 7,,gr,- 7 0/ e7A 12 TH 11VVrm4) = 4/7 00 4?Y' 0 /W(1,0�/V �93. 01 IS - W /A46-T6�C FIFE 10 SPRINGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR u PLASTIC) SHALL BE CLASS 'IF" PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM 0 7 U) 4 INCHES BELOW PIPE TO 6 INCHES ABOVE PIPE). TRENCH WIDTH SHALL BE 40 tij < INCHES MAXIMUM OR 1-1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS uj GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% _j LIj > MAXIMUM DENSITY. > < X(-) cr- 7. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C-14-2 OR (n 0 z ASTM C-76-II OR GALVANIZED STEEL OR ALUMINUM CORRUGATED METAL PIPE (PIPE M GAUGES PER CHART BELOW). STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS m 0 CD SECTION 9-05.4(7). STEEL PIPE SHALL RECEIVE TREATMENT I ASPHALT COATING c\j toi. INSIDE AND OUTSIDE, OR BETTER, UNLESS NOTED. 6 ------------------ 2-2/3 -------------------------------------------- INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS --------------------------------------------------------------- MINIMUM GALVANIZED ALUMINUM GAUGE STEEL 16 8" TO 4811 8" TO 2711 CITY OF EDMONDS 14 5411 30" TO 3611 12 60" T066" 42" TO 54" WATER DEPARTMENT 10 72" 60" To 72" 8 78" TO 96" 78" TO 84" Iter review If% potential heftIth hwrds, insialmmill . 1. 1 t --------------------------------------------------------------- O\ is approved on condition the following Water SySam 3 INCH BY I INCH CORRUGATIONS '1� protedion is provided: --------------------------------------------------------------- MINIMUM GALVANIZED ALUMINUM NONE GAUGE STEEL AIR - GAP APPROVED REDUCED PRESWRE 16 36" TO 102" 30" TO 60" PRINCIPLE DEVICE W"MED DOUKE CHWK VXV4 8. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE USEMY STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. OTHER z 0 _qj0(z_?j Qt5Al_MQ_ 9. EXISTING UTILITIES INDICATED ON THE DRAWING HAVE BEEN PLOTTED FROM THE > w BEST INFORMATION AVAILABLE TO THE ENGINEERS. UNDER NO CIRCUMSTANCES WILL cr ERRORS OR OMISSIONS IN LOCATION OF UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. . 10. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTIONIS IN PROGRESS. 11. UTILITY PIPE SPECIFICATIONS: ACCEPTABLE MATERIALS FOR THE FOOTING DRAIN PIPE AND FITTINGS ARE: PERFORATED CORRUGATED POLYETHYLENE DRAINAGE TUBING, AND SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM F-405 (HEAVY DUTY), OR POLYVINYL CHLORIDE (PVC) PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM 2729. COO) >%j - 55 cr 1< ACCEPTABI E MATERIALS FOR THE ROOF DRAIN PIPE AND FITTINGS ARE: so PVC D3034, SDR 35 OR CONCRETE RUBBER GASKETED ASTH C-14 CL. II. 1-14 12. CONTRACTOR TO REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTS IN CONDITION - EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA TO "Z BE FINE GRADED UPON COMPLETION IN UNIMPROVED AREAS. 04 /vo. 4 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 7-YP6 14. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM 12 /A/ V, �5Z 41,9. 0 DENSITY BY MODIFIED PROCTOR TEST. 15. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PLAT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE ktj NEFDED TO PROTECT ADJACENT PROPERTIES. 16. IRE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE OR TO SIDE OF THE TRENCH. PIPE Notr67.- coAoRgc7-ne w, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. em 7- /�%//_7 17. SIDE SLOPES SHALL BE CONSTRUCTED NO STEEPER THAN 2 HORIZONTAL TO I /?6�0ZIW6- 70 M/9TC//7 C01WP"9(fT 7'0 95% VERTICAL OR OTHERWISE STATED BY SECTIONS ANDNOTES ON THE DRAWINGS. OR/Vf M191VIIME /-Y/12F -Y-46 /119� 18. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR PROPER 57 1), SEALING. DRAWN BY CHECKEM' AV/w 7a 1. .1 -7o, qlf g 12 A' 1,AIV �E7L, 41&. 7Z c ollm&�� 7 -Xl-5TIIVG 570 1w191V1)A0z67,(K�,f1FY /YO,';�/ZOA/T Mt) ,e1(9R 70 AIVY SCALE: DATE 6 IVV_Rll�lm� RIM 6z = 417 (9 if/ go /0 ZIZ918 Y 12" IAIV. 6Z. = 410,97 wo 1�58 �_,F 12 If0A1(_-RE7,-_ 1211 JOB NO, sroRm 'CR1911\1, S = 3,71 0/,:, 99 157.75 /V0 7 7'0 �7c,9499 ET OF 1 r_ 9 1 F Owwe Ansol-ey 6*klvok- ;76215--.2,z 5r5-,111 011-EAY 211ZI Va lftttl :511-e a,7l-z-lry , in ED (3 20 L A---- 2AA I L P I �J 64'51, SECTION AT -SITE t ax I �;; T) FOR ME PA HP TF-9 7 > 'T A F gAle* M 04 MY 4 r A 14 A � P-L CIA P, L E3 L L J L --I VA&A Q M < 70 o-5T. -SITE PLAN Yj -Z r,>� I PROJECT-NOTES- -e�& Fr. Vr�-H l6oL.-M f:i,.UiP MAlWTPt4AWeX-, __04�AAPM&T -Tyfr=e-2-. 'AL4-ro 45rozVlez. a-1 OIL i�TO A6tr.- +Z 6tRAc)g*) Q6t fzat2u I 'STALLoe, f�WX4 f Fitpo. 1/&00 o2. 5 Pp 'Sl H Re,. ALL le!� 11 107 2- l5a r-T. edAg W As-44 1.7 `5oTAlLcV, PA It r-J w em rgov I pao eo 'S-TALL,-;;p - rROVI Pfao W I tH, I W WAevH a4:Y-�,- 1, adjA L. PT 1 ois4 -rT L-a f+ajdj HT9:�p P-0&- PTI-4 Lor4.P 7 +9!p PAF -rH A LeM Sp L_t4ry aol!Upl �vw C-401t LaT 95. L-OT 7 tg> 101-i FT TH 0 1 ctv PT'm/ I TQ.lW7 L44 PLkl 4 Vol-112 FT 15 C:Fl W ILA -7*e;, TH W q9A rl/L- TO� IWT LW ?Lkl 14 - 5 fr ),I 6F f_: Lt,�l LOT g> TH 1,4 z5 PT mIL. -reo it -IT LW - PLW 4 12S FT tJ OF ev -Ul i5PP L-OT TH W - 90 r-T TO W LO LOT e:P TH dSp 12 r-�? f:T,,TO. -514 _wit L&:Pr fOE!P. L�E*G, ae-M 'GVJ 6OFt -5-P L-OT� S 7H 0 UY IaLy PT M4, AL&j PA L-0 ::PL? LOTA?P L4T LO," AAP 9!:� FT SLY OF e-*J T0__ I WT IS, LN BaAfrj We-i rfzaeipr�L4 We --iO*O PevF I Tf.: L�) RA i W 4..e� ., *5 1 T a ' PFZAl N TO 415HW�45:�T IT H, siny, )MPLETE LINE/123844 FERGUSON & SONS 120436 ,57x11sr 19, 15 M. /x/v �Aj N, N 141A[71CQrr,5 1009710,Al 6KI A3 '94wgzr 'CoAlcRe7aw '0,911'em'-wr R66AC6,976& 4W.7-6 Will / 2 7 40 A- -4 4 eoAfpqerca F r&y, 6V AfIV1,0rA&70' R-Oreor) oll OR 00AfP46;l A? CaWA-74rW A UPWR T COVVCA�-TF ,-,-,x1s;7r11"v6\" AS101-1,1�'Z7 P,9V&-1V61Vr-,"l _4�6'XISTIIV6 Ly Rii- sx/sr//vc, a/.l �0 C1?eAf0VF 6XISrIM6 CoAln g MEN oil 11 1 11 �iw- ihRmill 5106-SA Ivo Sil OIL/ WATER SEPARATOR 4/M 17Y vvu_ r 4�g 6r ou m 5'- 8 I V- 2" FLOW DIFFUSER BAFFLE WASHINGTON STATE SPEC. 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP 'OF THE FOUNDATION MATERIAL AS WELL AS 0/1. - W.9 Mg PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 0,1CAOr2 A* AD 1r^0 SLUDGE WEIR z_11.,o0?17c77- IAI 0/z?AC /V/R.Q n.1-7f7ll THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE OIL RETENTION UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH BAFFLE aF MAL MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST A/0 SCR6 67 LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE C197-Cl-I 0/9j//v A/0. 2 UNYIELDING BASE. BEDDING FOR RIGID PIPE (CONCRETE AND IRON) SHALL BE TYI-16- ff - 481 0 CLASS "B" PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM 4 INCHES BELOW 7t -L. = 426. 60 12' //Vv &,�. �421-30 /,A/V Iv Z 3 41 " E 99,/- ,motguwAg cemwr emr,,ill 0WffW4l AIM& SOZA4 714" /0//0 ;Vwm AINISAI 4" Y'w AAA /O.A/Z 4. r meaea-e m .90 ,0e&,5177Y IVoill AfODIoill /%Zr� reSr Ao,re rzocill ow pw As ImIcNreo 0 40 enAlcI76r67 wwt SinerloAll 3 4l It Zo"Ire CW & x & /00 *WAf FLOW DIFFUSER OIL RETENTION BAFFLE BAFFLE , HALET 't-:717 OUTLET "401AAW Aeocrill AMeNfN7 56Crlo,41 Mo ------- --- "/%I&/ SIORMWATER DRAINAGE PLAN NOTES /,A/ PjRC& 1. ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF THE UNIFORM BUILDING CODE (1985 EDITION). 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE 7,56V194 T CONSTRUCTION SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND/OR, STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARD SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT -OF TRANSPORTATION 1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 1,570 GALLON CAPACITY AT 4'-0- WATER LEVEL 6 5. DATUM SHALL BE CITY OF EDMONDS DATUM UNLESS OTHERWISE APPROVED BY THE CITY DEPARTMENT OF PUBLIC WORKS. -5 IM0101976S ZOCR)ii 0A1 /0/-19/V. 6. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO %1i ROO,c- ORRIAl MENCAl DRAIN IAIV et = 4Z4,37 SEC ,9RVW17,-C7-�Y PI-RAI R F L-rZ 00/-- C71e)VIV //VV 1!Fz. = .1;rZ3, ... ... .... 4" �777777�777 77-7; W19TEe m ET64Z cl, �A ill oell-WIV6. 19 CRTC11 819,VIV A10. 3 TY10,- / 6RRrE /Z // IAIV E6, - 42o. 6 5 STR65 r Rtc*1K9 V5 C)MCAl ONSIAl eXI5;r f "s. �919TE =Z. = 4-94. 00 VI)) , , Y. W A� Q I '--: PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F11 PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM 4 INCHES BELOW PIPE TO 6 INCHES ABrVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1-1/2 TIMES PIPE I)LAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKPILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95Z MAXIMUM DENSITY. 7. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C-14-2 OR ASTM C-76-Il OR GALVANIZED STEEL OR ALUMINUM N CORRUGATED METAL PIPE (PIPE GAUGES PER CHART BELOW). STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 9-05.4(7). STEEL PIPE $HAL RECEIVE TREATMENT 1 ASPHALT COATING (0/ INSIDE AND OUTSIDE, OR BETTER, UNLESS NOTED. --------------------------------------------------------------- 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS ------------------------------------------ 7 --------------------- MINIMUM GALVANIZED ALUMINUM '.AUGE STEEL 16 80' TO 48" 8" TO 2711 14 5411 ', 30" TO 3611 12 6011 TO 66" 42" TO 5411 10 7.2" 60" TO 72" 8 71l 96" 78" TO 8411 ---------------------------------------------------------------- 3 INCH BY 1 INCH CORRUGATIONS -------------------------- 7 ------------------------------------ MINIMUM GALVANIZED ALUMINUM GAUGE STEEL 16 36" TO 102" 30" TO 60" 8. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS. OTHERWISE APPROVED BY THE DEPARTMENT. 9. EXISTING UTILITIES INDICATED ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEERS. UNDER NO CIRCUMSTANCES WILL ERRORS OR OMISSIONS IN LOCATION OF UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. 10. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPERAGENCY, CURRENTLY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. b 0 11. UTILITY PIPE SPECIFICATIONS: ACCEPTABLE MATERIALS FOR THE FOOTING DRAIN PIPE AND FITTINGS ARE: PERFORATED CORRUGATED POLYETHYLENE DRAINAGE TUBING, AND SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM F-405 (HEAVY DUTY), OR POLYVINYL CHLORIDE (PVC) PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM 2729. OIL - M1197-ZW s,EE 40 ACCEPTABLE MATERIALS FOR THE ROOF R//11 /,Vj DRAIN PIPE AND FITTINGS ARE: -3110WAI PVC D3034, SDR 35 OR CONCRETE RUBBER GASKETED ASTH C-14 CL. II. 12" INV 6-L, = 4/L3, F rl�q) 12 " IAIV EZ. = .41,6.8 roull) 12. CONTRACTOR TO REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTS IN CONDITION EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA TO BE FIRE GRADED UPON COMPLETION IN UNIMPROVED AREAS. 319SIAl /vo. 4 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND TY10,-_ / SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 6R19T6 lez. =: 40,31 0 14'. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM c //v v Ir-z 41 0 DENSITY BY MODIFIED PROCTOR TEST. A 15. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PLAT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 16. THE BACKFILL $HALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES w THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. NOT67 - coA17RIvc MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. TOR- sh"qu CUT" c wllzk j!:�RO/_,7,07 PVVEMCAIT /01A9 17. SIDE SLOPES SHALL BE CONSTRUCTED NO STEEPER THAN 2 HORIZONTAL TO 1 Q� 1'0mqrc1-1, colvflowc7- 7-o VERTICAL OR OTHERWISE STATED BY SECTIONS AND NOTES ON'THE DRAWINGS. 18. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR PROPER S70RAI 111191VII01-E 7YIQF mm .7 SEALING. ORA 422. 72- tk::� COIVA16 -C,7- 70 6k1_5r11VG 5;r(WM 12 ' 11VV 41&. 7Z A4191VI101_67,(W�71flFY ,YOR/ZOA/7�Z -OV119P 7-0 OAIY "Nam 0 00 Z < WN _j 0 r (!))- LU LIJ U) Z > viiiiiiiiiiM CE 3 :D U) n 3: cii —till U) go cr Lli Q Lu Lu Z 0 Z w cc LU < U_j WN > > X < cr z 0 c\J cy) c\J cy) 0 0 ,JD z 0 m 0 z z (,) SCALE: DATE 417, pl /0 Ir 12 " IAIV. 6*,,_', = 410, 9 7 J", 1 �IZ918 Y 158 4,F - 12 1211 --A / �, JOB NO, Z 4-4 (;�WV EXISTIA16 5.,5 M.1-1 a1J7-11V5? 6q)"i to oo llvvrllv) =- 417. oo 4-11VIS11 6glq'i 4 IIVV(,�04_17,) -:g/&, �13 ii SrORM 47RI1911\1 7 S. = 3. 71 ol, s 157.75 ,V0 7 7o 1�c,94 og SHEET OF FERGUSON& SONS 120436 �Aj (D R d4) I koo I 16. t 2 ,,,, e CPS%, AO a,.prq C> f4 & A?" e4WA70lF47 A144 12MMAEA OR C 17WIlm -r t-clly(.-ncic 1`H'Vc1YZt1V1 UtIlIX 5106-SA OIL/ WATER SEPARATOR ASAH,�'U A,90E-M,5A1r-"' &Az /,ry r .,�lz �-X/smvr, alez 4 i-ReIVOOF 6XIS r11116 comn 00. C,A�v eXISTIN6 ASR,09,�;- goo,C L7Rp1,V 4111INV67z. =4z5-l?oi OR,91,4,1 -4"'IAIV 6-Z = 425.,? 5-8 �j PO A, ,o4r.f r4amo cemewreawXVIF MprWrWr IVIrW BRX04 7/`61 v ea , /0 AO W W A4 10/1VAYA/ o., mewre wwcA 44f i i��=r "sarwe 70-90% Aq ,FAI517-y IVR Ajvaorle�o j%n�� rezir A0A.r: 10CM6 oll A01 AS IMOICNreO 0 x1w..t ginerloAl, 3 FLOW DIFFUSER OIL RETENTION 4 BAFFLE BAFFLE A cy '3- OUTLET Lj �ov 1,570 GALLON CAPACITY AT 4'-0" WATER LEVEL 0 11V0101976,5 ZOICRrION CITY DEPARTMENT OF PUBLIC WORKS. nrrLxvvrLi DL .1 L LIZ U) FLOW DIFFUSER T-2" BAFFLE o" 104191v. 6. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7-02.30). THIS SHALL INCLUDE NECESSARY LEVELING 014 - Wig Mg OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO SLUDGE IR - 00 jorl 0 1* Mlp /-to /)�? cl 7- 1A 0/fl,--07A* /111RA nc Tfl// ,VOr,5'-* ZOW76- CW P4,VN ,,95 1A,40Vo9,reo 0 j0i9,e7Z,Q,V,g , e,--AfFWr- e0hlcxere MffAf6Ar. LWOOM AIMISq 7. 61 x MAO *WA4 *`I%4Al,0 CIZI_ 0 212 r/4" �ET 1 '4<1 \%c. 11 Mo -3c&lr z pogmq/vo Csmemr STORMWATER DRAINAGE PLAN NOTES 1. ALL SITE WORK MUST COMPLY TO CHAPTER 70 OF THE UNIFORM BUILDING CODE (1985 EDITION). 2. THE , CONTRACTOR IS SOLELY RESPONSIBLE FOR THE c\j MEANS , METHODS AND CD SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 00 3. IT SHALL BE THE CONTRACTORIS RESPONSIBILITY TO PROTECT IN -PLACE ALL z < UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. U) Ld DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE rr CONTRACTOR'S EXPENSE. 0 < >- Ui 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARD W w SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1988 Z > STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 5. DATUM SHALL BE CITY OF EDMONDS DATUM ITNIESS gruvwxrov THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE J6 o6 cy) OIL RE ENT)ON owl1c. rogg UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH a BAFFLE MEETS !HE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST C/) 0 No scl`9� 67 LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM Ir 2Y OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE Lu C19 7C A/ 1319ilAl A/0. 2 UNYIELDING BASE. BEDDING FOR RIGID PIPE (CONCRETE AND IRON) SHALL BE Lu All CLASS "B" PER APWA STANDARD PLAN NO. B�-18c (GRAVEL FROM 4 INCHES BELOW z 6�TI9767 42&. &0 PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR ui (D 12 " //V V EL -4,9 /- 30 PLASTIC) SHALL BE CIASS#'Ffl PER APWA STANDARD PLAN NO. B-18c (GRAVEL FROM Z U) 4" IAIV t-z. 4 INCHES BELOW PIPE TO 6 INCHES ABOVE PIPE). TRENCH WIDTH SHALL BE 40 0 LJJ < INCHES MAXIMUM OR 1-1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS cc Lli GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% uj MAXIMUM DENSITY. > /99, 1.4 A./ 159 11 z 3 41 ZF 3: CE 0 (A 0 7. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTH C-14-2 OR z ASTM C-76-II OR GALVANIZED STEEL OR ALUMINUM CORRUGATED METAL PIPE (PIPE GAUGES PER CHART BELOW). STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS C) �j (D 900,oc- OR,91AI N,�. 4- 4'l1A1VR-;f4l3.1 7R-6AIC/1 D9,91N IAIV 6Z - = 424-4 7 SEC VRC1117FC7-S RZAA1 5. tc. F. I Also 6k/sT//vr> CuRle C111T 1910Rlo1v C197CII 819J11V A10, 3 TY10,5 / GRR rE c-l� , = 4eg. -20 12 1'/ //Vv 154, = 420. 6 5 s TREI: r 0011c- ORIOV1111 /,vv cz. = 42,3, IV 2 W19TEle m ET621 ,,17 OV "c'/W 5, n /,5 2' f, V0� i , 14/ R, N S� 3 0\ 16 8" TO 48" 8" TO 2711 %Nil I m 14 5411 30" TO 3611 12 6011 TO 6611 4211 TO 54" 10 7211 60" TO 7211 8 78" TO 96" 78" TO 8411 ------------------------------ -------------------------------- ul I 7 3 INCH BY I INCH CORRUGATIONS --------------------------------------------------------------- MINIMUM GALVANIZED ALUMINUM GAUGE STEEL 16 36" TO 102" 30" TO 60" 8. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. z 9 9. EXISTING UTILITIES INDICATED ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEERS. UNDER NO CIRCUMSTANCES WILL w ERRORS OR OMISSIONS IN LOCATION OF UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. 10. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. UTILITY PIPE SPECIFICATIONS: ACCEPTABLE M RIALS FORTHE FOOTING DRAINPIPE AND FITTINGS ARE PERFORATED CORRUGATED POLYETHYLENE DRAINAGE TUBING, AND SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM F-405 (HEAVY DUTY), OR POLYVINYL CHLORIDE OAL - M1197-!�� _5,ff1019j-W)-0k (PVC) PIPE SHALL MEET OREXCEED ALL REQUIREMENTS OF ASTM 2729. lZ SEE- LL--7191L 40 ACCEPTABIE MATERIALS FOR THE ROOF DRAIN PIPE AND FITTINGS ARE: R1111 !�-& 1,;75 S//ow/v PVC D3034, SDR 35 OR CONCRETE RUBBER GASKETED ASTM C-14 CL. II. so /?-// INV 418. F rl-"2) 12. CONTRACTOR TO REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTS IN CONDITION 12"11VV El_ .418.8 (oul -4 EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREATO BE FINE GRADED UPON COMPLETION IN UNIMPROVED AREAS. 519SIAl Alo. 4 13. ALL WATER AND/ORCONSTRUCTION DEBRIS SHALLBE REMOVED FROMNEWSEWERS AND 7 YRE SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. i.;Z 6RgTe Ez. 14. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST. 15. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTAtION CONTROL ON THE PROPOSED PLAT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS CREATED BY HIS ACTIVITIES AND TO PROVIDE ANY NEW CONDITIONS THAT MAY BE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 16. IHE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS r WITH A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY -TAMPING EACH LAYER. THESE % — COMPACTED LAYERS MUST EXTEND FOR tE ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. NOTF.- CovTRqCro,,C SA�RZ� lls,9w CUT" 14ATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. !-RoRg pq 17. SIDE SLOPES'SHALL BE CONSTRUCTED NO STEEPER THAN 2 HORIZONTAL TO 1 VIFAICAIT /ovo VERTICAL OR OTHERWISE STATED BY SECTIONS AND NOTES ON'THE DRAWINGS. M,,9rcIl co/-1/0/9�f 7- 7-0 .9:5 % 1�5 ps/c M01_71FI6�g ;�C7-0,4_- reZ-7-. IS 7_09AI M191VII01- E 7YI`�F 717— 18. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR PROPER 1), SEALING. DRAWN BY: CHECKED BY' /';�'/A-f 6 -102. 7?_ 12 IV 1,AIV 6�, = 41&. 79 CONA16-CT 70 &XI,571A/� 57ORM `2,67G m1l91v11o1_IE_p(Vt--R1Fy HOR/ZOA/7,Z jeV,--1e71e,9e_ ARIOR 7-0 AVY SCALE: DATE 6 OA /3 7 R-41C M OA, � RIA 4 cc/_ 4 / 7, 1 12 " 1AIV. -�Z. = 410.9 7 / -*1 /0 1�58 Z-,F - 12 "' 6(')A 1CRE76- 31�1 '_Pl/ JOB NO. SrORM 47RI911\1 7 S = 3.71 0/0 s. Lo/ 15',7 .75 lVo 7 ;ro �C,9449 oz — SHEET OF FA ��/