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Permit File 409 30th Street
Y. .C? :, City of Anacortes Permit#: BLD-2002-8130 904 6th Street Issue date: 05/28/2003 P.O.Box 547 Expire date: 05/27/2004 {' '. :: Anacortes, WA 98221-0547 ,tr, ;. (360)293-1901 0 Job Address: 409 30TH ST Permit Type: Grading Permit ANACORTES WA 98221 Project: APN: Remarks: Site grading for boat storage yard per plans Owner: WILLIAM WOODING Contractor: LAKE ERIE TRUCKING Address: 11497 HAVEKOST RD Address: 13540 ROSARIO RD ANACORTES WA 98221 ANACORTES WA 98221-8411 Phone: Phone: 293-7332 License#: General Information: Fees: CUBIC_YARDS 2500 Grading Plan Review Fee 49.25 Grade and Fill 223.50 Total Calculated: 272.75 Deposits/Receipts: 272.75 Total Due: 0.00 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY lam... » M1 * 0 ._ City of An',._:irtes 904 6th Str• eet Perma#: BLD-2002-8130 P.O.Box tre Issue date: 05/28/2003 - '' Anacortes, WA 98221-0547 47 Expire date: 05/27/2004 1091AZ, (360) 293-1901 Job Address: 409 30TH ST ANACORTES WA 98221 APN: Permit Type: Grading Permit Project: Remarks: Site grading for boat storage yard per plans Applicant: WILLIAM WOODING Owner: WILLIAM WOODING Address: Address: 11497 HAVEKOST RD ANACORTES WA 98221 Phone: 293-7332 Phone: Contractor: LAKE ERIE TRUCKING Addressr: 251 ROSARIO RD ANACORTES WA 98221 Phone: 293-7332 License#: General Information: Fees: CUBIC_YARDS 2500 Grading Plan Review Fee 49.25 Grade and Fill 223.50 Total Calculated: 272.75 Deposits/Receipts: 0.00 Total Due: 272.75 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WIT WHETHER SPECIFIED HEREI OR NOT, INCLUDING CALLS FOR INSPECTIONS. Applicant ignature Issued by PA(-'F I ( I **************************************** DUPLICATE DUPLICATE DUPLICATE DUPLICATE CITY OF Anacortes Finance Department City Hall Anacortes, WA 98221 (360) 293-1900 **************************************** Reg# #/Rcpt#: 004-00001314 [ MD ] Accounting Date: Wed, May 28, 2003 Date/Time: Wed, May 28, 2003 9:51 AM **************************************** 8000/NO ACCOUNT_NAME ON FILE Ref#:409 30TH STREET Fee Amount: $272.75 Receipt Total = $272.75 **************************************** Payment Data: Pmt# :1 Payer: LAKE ERIE TRUCKING Method: CK Ref#: 1776 Amount = $272.75 **************************************** Receipt Summary **************************************** Total Tendered = $272.75 Receipt Total = $272,75 Change Due = $0.00 **************************************** THANK YOU!! Smile :) **************************************** DUPLICATE DUPLICATE DUPLICATE DUPLICATE Sep 19 02 09: 07a Dale Herrigstad 3G02998804 p. 1 • HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue, Suite 2108 Dale Herrigstad,P.E. Anacoites,WA 98221 (360)299-88044 Septem1Zer 19, 2002 Job#285 Don Measemer Building Department City of Anacortees PO Box 54-7 Anacortea, WA 98221 Subject: Bayside Boats Landscaping Plan, 30th Street Dear Mr. Measemer, A revised set of drawing has been submitted to engineering with the last set of changes as requested by Kim McKinnon. The remaining outstandinwingis the_landscapingplan that is in work but may take a couple of weeks to-complete. We request that the fill and grade permit be issued but-that final occupancy be withheld until the landscaping plan is submitted, approved and,installed. Sinctirely • 7.-?/.04 Dale Herrigstad P.E. HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299 8804 September 17, 2002 Job#285 Kim McKinnon City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: Bayside Boat Storage Plan Review Response Dear Mrs. McKinnon, The following is the actions taken to City comments dated 09/16/2002 by Kim McKinnon. 1. Corrected Profile B-B to not show swale. 2. I have shown where the 2:1 slope is anticipated,particularly along wooding property and 3:1 north of the site. 3. Added under drain and detail on sheet C3. 4. Erosion control blanket and 4"topsoil shown on under drain detail on sheet C3. Erosion control seed mixture was added and shown above 6"elevation of pond. 5. I will verify elevations during construction surveying such that bio-swale will operate as designed. 6. Adjusted depth of storm drain line as requested to assure 1' separation. If you require additional information please let me know. Sincerely, , fa Av I di( 4 / Dale Herrigstad P.E. �T Y JOB G CITY OF ANACORTES TITLE Engineering Dept. CALCULATED BY DATE 9�. 1891 'ilinligl in W (360)293-1920 CHECKED BY DATE C SHEET OF SCALE 7 _ , Cil, '."''. *". ,,...Z Fri 0......42.44.4,45 Le_ .• - (.71.)-4-0( 44-0---.)7-4:.-a CA.44) =W., 0/ °• �j Y Y 3C • - . s/ . � ', .. 9 • yam{ - ; - 4 Yr-'#.." * „""'a.P.. .>a,. Est-.r ° _ d,a Agar y ,y i J g i ' 14 . 1.. , ,,,, 7 9,/ - ' 'y t A r f 77 , ci,.......„ ,,,..„ a.,1%,...,. e„,,, ,,,) c„,,,,s2z .,4 b / (/����w,,w�y�r��,•�,..i�.�,w►:_.�: � _-...�i,gyp[•- _q.,,. * ter,. _ \0-115 it .. v. jAO 6—V...4.4.1 ,---et.,/.... 4 Measamer, Don From: McKinnon, Kim Sent: Monday, June 09, 2003 10:06 AM To: Measamer, Don Cc: Hyde, Bob Subject: Bayside Boat Storage Don, I walked the City property adjacent to Bayside where their storm drainage is going and have the following issues: 1. Silt fence where site water is introduced to ditch has collapsed and been partially covered with dirt and other site materials. All erosion control measures should be inspected and maintained for the duration of the project. 2. Perforated pipe underdrain was to be provided for length of ditch to existing storm drain entrance. Looks as though was placed but has not been inspected and is-50%covered. No soils or compaction tests were provided to my knowledge. 3. Additionally, drainage ditch encroaches on proposed trail path and must be moved. Ditch TOS was approved at 9'from trail centerline. Site inspection today showed <5' in some areas. 4. Proposed grading limits were exceeded to the extent that grading encroached into existing RR ballast and trail path. Speed said he took some pictures last week and turned it over to the building department for permit enforcement since there is no G&F. Today I noticed fill being delivered to the site. Per our conversation, please add these comments to your letter to Mr. Wooding concerning his project. Thanks, Kim McKi u oM Public Works Project Manager City of Anacortes 360 293 1920 .*+'"' 1r^'�» w..\, N INN A... I.A..5Z•b cT� V/) 1 Storm GFC Exempt City of Anacortes Building Department Memo To: Bob Hyde From: Don Meas Date: 9/17/02 Re: Bayside Boat 409 30th Street It appears that the proposed BaySide Boat project,located at 409 30th street, would be considered Direct Discharge to Marine Waters per ordinance no. 2488 section 4. At the furthest point the project is located approximately 900ft from the shoreline, please see attached site map, and storm water discharge directly to the bay. It appears that this project would be exempt from the Storm Water GFC per Ordinance no.2488 Sect.4. Please let me know if you concur by signing below. Bob yde Date 1 ORDINANCE NO. 2488 AN ORDINANCE ESTABLISHING A STORM AND SEWER SURFACE WATER UTILITY, PROVIDING DEFINITIONS, A SYSTEM OF CHARGES, AND A SYSTEM OF BILLING AND COLLECTION, AND CONSTITUTING CHAPTER 13.10 OF THE OFFICIAL CODE, OF THE CITY OF ANACORTES, AND REPEALING ORDINANCE NO 1986, PASSED AND APPROVED ON THE 17TH DAY OF JUNE 1985, AND ORDINANCE NO 1993, PASSED AND APPROVED ON THE 7TH DAY OF OCTOBER, 1985, AND ORDIANCE NO. 2419 PASSED AND APPROVED ON THE 3RD DAY OF FEBRUARY, 1997. THE CITY COUNCIL OF THE CITY OF ANACORTES DOES ORDAIN AS FOLLOWS; SECTION 1. DEFINITIONS 1.1 Authorized City Official. For the purposes of this ordinance, the Anacortes Director of Public Works or designee. May be cited herein as only "Official" for simplicity of presentation. 1.2 Developed Parcel. Amy parcel which has been altered by grading or filling of the ground surface, or by construction of any improvement or other impervious surface area which affects the hydraulic properties or the parcel. 1.3 Development. Any artificial change to property, including but not limited to building or other structures, mining, dredging, filling, all land-disturbing activities, clearing, grading, landscaping, paving, excavation, or drilling operations. 1.4 Drainage Facility. Structures or features, natural or artificial, that convey, treat, and/or abate surface water runoff, including but not limited to detention facilities, retention facilities, and drainage retention/abatement facilities. 1.5 Equivalent Residential Unit (ERU) or Impervious Surface Unit (ISU) — A configuration of impervious which is approximately equal to that of the average single family residential parcel. One ERU or ISU is equivalent to 2,000 square feet of impervious surface area. 1.6 Impervious Areas. A hard surface area which either prevents or retards the entry of water into the soil mantle and/or causes water to run off the surface in greater quantities or at an increased rate of flow from that present under natural conditions. Impervious surfaces may include, but are not limited to, rooftops, concrete or asphalt paving, graveled areas, walkways, patios, driveways, parking lots or storage areas, and oiled, macadam or other surfaces which similarly impede the natural infiltration or runoff of surface water. 1.7 Parcel. A separately segregated unit or plat of land having an identified owner and specified boundaries. made to those property owners of developed parcels within the city of Anacortes who are not City of Anacortes water, garbage,or sanitary sewer customers. SECTION 4. GENERAL FACILITIES CHARGES A one-time GFC of$1,126 per ISU shall be assessed for all new development of real property in the City of Anacortes, except for new developments that make special arrangements acceptable to the City Public Works Director and Federal and State agencies to undertake direct discharge to marine waters. The GFC shall represent a fair and equitable share of the historic and future cost of the City's Storm and Surface Water system of drainage structures and facilities. SECTION 5. DEVELOPER CONTRIBUTIONS The City is authorized to assess developers of real property within the City of Anacortes a fair and equitable pro-rata portion of specific offsite storm and surface water drainage improvements necessitated by new developments on parcels owned by said developers. These assessments shall be made in addition to any other requirements of the City for onsite improvements and adjusted by the previous payment for a stormwater GFC for the parcel. All developer contributions shall be placed in a separate revenue account and earmarked for specific projects or improvement, and utilized solely for such purposes. SECTION 6. PERMITS A permit is required for any person to construct, install, place, or attempt to construct, install, or place any storm or surface drainage structure or facility within the City. Every person desiring to construct or install any storm or surface water facility, whether on private or public property shall make application for same to the City prior to commencing work on such project. Such applications shall be made on forms provided by the City and shall include all information as may be required by the City. The application shall be approved by the City Official or his/her designate prior to construction. Such construction or installation must comply with all City ordinances, regulations, other controls or standards. Each application submitted to the City shall be accompanied with payment for a construction permit fee in an amount established by the City. Failure to obtain such a permit will result in the fee doubled. Such fees shall defray the cost of all inspections and plan review(s) required by the City prior to and during the construction of storm and surface water drainage facilities. This section shall not be construed to duplicate any other existing City requirements. SECTION 7. APPEALS Any owner or owners who dispute the amount of their charges or who dispute any determination made by or on behalf of the City pursuant to and by authority of this ordinance, may petition the City Official in writing for a hearing on a revision or modifications of such charge or determination no later than thirty (30) days after having been billed for such charge or after having been notified of such determination. Upon receiving such a petition, the City Official shall schedule a hearing within 30 days before the City Council. Notice of the hearing shall be provided to the petitioner at least ten (10) days prior to the hearing. Following the hearing, a final determination shall be made by the City Council and the petitioner so notified within 30 days. SECTION 8. REPEALS The passage and approval of this Ordinance hereby repeals the following: Ordinance No. 1986,passed and approved on the 17`h day of June, 1985, Ordinance No. 1993,passed and approved on the 7th day of October, 1985 Ordinance No. 2419,passed and approved on the 3`d day of February, 1997 SECTION 9. CODE REFERENCE This ordinance shall constitute Chapter 13.10 of the Official Code of the City of Anacortes. SECTION 10. EFFECTIVE DATE This ordinance shall take effect and be in force from and after five(5) days after its passage and publication as provided by law. PASSED AND APPROVED this 15th day of March 1999. CITY OF ANACORTES, WASHINGTON By //: Ld llzrZit/g. H. Dean Maxwell, Mayor A EST Ge e Kh an, ity lerk AP AS TO FORM: Stephen E. M ield, City Attorney 1.8. Residential Parcel. Any parcel of land having on it a single structure which is designed for occupancy by a single family or a duplex residential unit 1.9 Undeveloped Parcel. Any parcel which has not been altered by construction of any improvements or other impervious surface areas which affect the hydraulic properties of the parcel or by grading or filling. SECTION 2. SYSTEM OF CHARGES 2.1 There is hereby imposed a system of charges on each developed parcel of real property within the City if Anacortes to operate the Storm Water Program. The charges are deemed reasonable and necessary to fund administration, planning, design, construction, operation, maintenance, repair, improvement and replacement of all existing and future storm and surface water facilities, including the accumulation of reserves and the retirement of any associated debt. 2.2 The following charges are hereby established for all developed parcels of real property in the City of Anacortes. The charges for all such parcels shall be computed by multiplying the • basic charge for each ISU times the total number of ISU's per parcel. a. General Facilities Charge. A one-time charge of$1,126 per ISU for new development for the planning, design, and construction of capital improvements associated with the City stormwater drainage system and facilities. b. Monthly User Fee. The minimum monthly fee shall be $3.00/ISU, and shall fund the operation, maintenance and administration of the City Stormwater Utility. c. Single Family and Duplex Residential Parcels: The charge shall be one ISU per month for each single family or.duplex residential parcel. d. Undeveloped Parcels: Undeveloped parcels shall not be assessed a GFC or monthly user fee. e. Other Parcels(Commercial, Industrial, and Multi-family): The charge for all parcels, except single family and duplex residential parcels and undeveloped parcels, shall be based upon the total amount of impervious area as expressed in ISU. ISUs shall be measured for rate of computation purposes to the nearest one-tenth of an ISU. The minimum charge shall be for one ISU for a GFC or monthly user fee. SECTION 3. BILLING AND COLLECTION Storm and surface water charges for each parcel of real property within the City of Anacortes shall be computed on a monthly basis. The amount billed shall be included on the sanitary sewer • bill or on the water or garbage bill if not serviced by sanitary sewer. A separate billing may be -- - -- - --- (7) r) 6\r'° \ 1 111\ 11 , \ Ai pit \ \ •1,..0 \\\ 113 ' 412 \ LI 1 . 406 . --- - - — _ . __-....., _ ___ i . i \ \ i WI \ \. i > , < — \. „ i • • \ • ‘ , 2919 '''''N''N .7"-? 501 3004 \ \ ,,,‘ \ \ \\\ \\ \ .,_ \ 4, \ \ \ \ \ 409 \ \ ;,, •\-6, \ i' l"N.0.k.. . n i iRk)0 rA.-• *0 .7s,e...tx, 1 '. i 1°7- . '1'.)911-341-trY —tt•CovN SeNoyiL LZ.,,,,,, I-- ---t,_ \ I \ \\ \ ‘,\ 301 , • ...----- , \ 's 4 \ °";i764,.. .s. 62.. \ \ -- \ 4 _ \, \ __ 3(02J___ _4,0,3 — -7 —.. ---, . "\ 3012 L 1 \\‘‘ \\. , 3017 3 L... \ \ — _ i il ---- .— 1 11------ k _---- \ \\\ \\V\ \ 1 3101 1.__ ,.,_ 1 \\ \ \ -,, \ \ 1 ,,, \ i_ _______ —\--'-‘,..\\ , \ \\ __\----L.- 2r------------)y- -‘`, \ \ r \ \\-k \ \ \, ' \ ___— In''.-•..,,,, \\,, \ A ‘ 1 , 1 i / r . \\-k, \ \A 1 I, [00 C CAVE/ ; . BLD Site Review 1.r Y O 0 , ,14 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH(360)293-1901 FAX(360)293-1938 • P.O.BOX 547,ANACOATES,WA 98221-0547 IAN MUNCE, DIRECTOR EDWIN FRANK,BUILDING OFFICIAL•E-mail:ed@cityofanacortes.org 1 COgg' July 15, 2002 Bill Wooding � Lakeside Industries LE Copy 11497 Havekost Road Anacortes,WA 98221 RE: Bayside Boats—30th Street Preliminary Plan Review Dear Bill, The following notes and comments are based on plans dated March 23, 2002, consisting of site plans and site development details. Building plans are not provided at this time. Lot Area: 107, 876 square feet Impervious Area: 100,259 square feet Proposed Landscaping: 6,264 square feet The following comments are general in nature. A detailed review will follow when application is made. 1. The site plan appears to indicate boat storage for a portion of the site. Please specify on the application exactly what type of activities will be pursued on this site. 2. The access location appears to be ok. 3. City ordinance requires the installation of sidewalks along the frontage of the entire site. 4. Design and install street lighting per Public Works standards. 5. Fire hydrant locations shall be as approved by the Fire Chief. Please note that the fire department did not have a representative available at this review. / 6. Provide a drainage report to justify the drainage plan in accordance with the city ordinance. Information on future buildings is not available at this time. Comments as to parking,use, construction, etc.,will be provided when plans are available for review. 7. Revise the drawings to indicate that all grading shall be within the confines of the property lines. 8. Indicate size and location of water meters and what they will serve. Provide backflow prevention as required by State Law and the Uniform Plumbing Code. A reduced pressure backflow assembly is required for potable water supplies to boat yards. 9. Provide a calculation of cost of construction for site civil improvements and infrastructure improvements for calculation of engineering review fees. 10. The landscaping is to be as required by City Ordinance. Provide a landscaping plan for review prior to issue of the permit. 11. A grade and fill permit is required. Include with the application details as to the amount of material that will be moved effect the re-grading of the site. 12. Provide drawing to show 30 foot inside turning radius for all drive aisles/fire apparatus access. 13. Indicate total existing impervious area and proposed impervious area. 14. The proposed 90x220 building seems to be sited with a 22-foot setback and the existing fire hydrant at approximately the property line. Indicate fire apparatus access between the fire hydrant and the building per Fire Department Approval. 15. Provide detail B Sheet C2 as noted on Sheet C3. 16. Profile A-A and Profile B-B seem to show use of the railroad right-of-way for a drainage swale. Are the profiles shown existing or proposed? 17. Future development of the railroad right-of-way by the City includes a trail, which is approximately 12 feet wide and centered in the right-of-way. The drainage swale shown would most likely encroach into the proposed trail area?Perhaps it would be best to coordinate any use of the railroad right-of- way with City Staff,Tommy Thompson Trail design. Please note,that use of the railroad right-of-way may require an encroachment agreement. Please contact Kim and 293-1920 for trail details. 18. Please explain outfall Detail E. 4 • 19. Provide hydrology report to confirm adequacy of existing swale size for this project. Include downstream storm drains and inlets, discharges, etc. 20. Material placed in the City right-of-ways will need to be removed or an encroachment agreement applied for and approved. The above comments are brief in nature. A detailed review of this proposal will follow when the above information and necessary permit applications such as SEPA,building, clearing and grading has been provided. Respectfully, CITY OF ANACORTES Ed Frank Building Official EF:md Cc. Dale Herrigstad Engineering Report HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 September 3, 2002 Job#285 Kim McKinnon City of Anacortes '' F, M PO Box 547 :`-, Anacortes,WA 98221 ,`; .. 0, ' 4 Subject Bayside Boat Storage Plan Review Response Dear Mrs. McKinnon, The following is the actions taken to City comments dated 08/20/2002 by Kim McKinnon. c-x,... Fire Safety: ..(\r 1. The gate at the northwest corner of the site has been increased to 20' and the hydrant in the southwest corner will be moved to 20' away from the proposed building. 2. The building is conceptual at this point. Future planning will have to dictate the building construction and fire low requirements. .4 3. Marking a gravel surface with paint is temporary at best. Signage will be in the way of boat maneuvering. Low profile flexible markers mounted in the ground is such a yellow survey grade tassels mounted every 20' along both sides of the (‘-?-'/IN fire lane. 4. The gates will be manual sliding gates. The fire department will be-provided with master key. Fire department access is generally with bolt cutters. 5. Noted in#1 above. (C -- Drainage Analysis: 1. The plans have been revised to show trail as a 12' path, 2' shoulder and 1' buffer before 3:1 side slope to swale bottom. 2. As we discussed we would like to pursue utilizing the swale along the trail corridor as our biofiltration swale. The revised drainage report reflects the use of the 400' swale along the trail corridor. I have included a flow spreader at the site drain outlet. 3. The swale was designed to pass the 6-month storm for biofiltration and the 100-year storm for conveyance as shown in the report on sheet 7. The maximum water level for the 100-year storm event is less than.5'. The swale depth is at a minimum 1.5' at the southern end and gaining depth to the north. 4. As indicated above the trail corridor swale would function the same as the _ ' onsite swale and provide better utilization of space. The owner is willing to 1�,,-(� ,. ^I provide maintenance of a portion of the trail swale to keep the grass cut to ,(A ,(i �. ", provide proper biofiltration. Some at pe of agreement should be possible. 5. The impact of the flow from the site should be based on the impact of the large/ storm event on its own. As stated before the existing ditch serves little function in its current condition. When the swale is graded as proposed the peak flow of 1.47 cfs will flow at best 1.56 fps and should not erode unless it is greater than 5 fps as provided for in the DOE manual. This is shown on sheet 7 of the drainage analysis. I have included the pre-development flow rates on sheet 5. 6. The fully dimension trail and swale corridor was corrected with peak flow elevations. The peak flow for the 100-year storm of 1.47 cfs is .47 ft. (will �((� show .5'). j 7. The 22-minute residence time does not apply as we discussed. ---- „� ,vjcr-��`~ 8. Noted in#7. 9. A concrete flow spreader is shown on sheet C3. 10, High flow bypass is not applicable for this new swale arrangement. 11. Flow stability was checked on sheet 7 with check dam requirements. 12. Maintenance notes were added to sheet Cl. 13. The wetpond was considered and rejected do to space considerations. 14. Verified and corrected site areas. All pervious areas are on site. City property to be used for landscaping is adjacent to city streets and drainage sheets to streets. The future building area was considered 100%impervious and included in the existing calculations. Site Plan: 1. Did the city perform a ground survey of the trail corridor that conflict with my information? The Thompson trail should be correctly shown as directed. 2. Added as-built note to sheet C l. 3. Added notation as to depth and location of water main crossing trail corridor with elevations. 4. The current plan will not disturb the swale to the south. If you require additional information please let me know. incerely ink Dale Herrigstad P.E. Engineering Report rt� HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue, Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 August 5, 2002geki Ed Frank. �� 1v/�-I�, ��• Building Official City of Anacortes PO Box 547 7 3 j`l5/(�� Anacortes, WA 98221 Subject: Bayside Boats, 30th Street w= � Dear Mr. Frank, Attached are the re-submittals of the referenced project including pick-ups identified in the review by City Staff noted in the letter dated July 15,2002 signed by you. The following notes are how corrections or responses to noted items were addressed on the plans and submittals: 1. The current plan for the use of this site is for boat storage and related uses. 2. Access noted as O.K. 3. Ordinance requires sidewalks on.30t Street and have been included on both sheet C2& C3. 4. Existing street lighting is shown on the plan. 5. Five existing fire hydrants are shown on the site plans. 6. The drainage report is attached. The parking for the warehouse is provided with 1.5 spots per 1000 square feet of building or 30 spots required. 31 parking spots are shown. 7. City right-of-way on three sides and a developed site to the south surround the site. Grading will encroach into city right-of-way to provide adequate transitions to the site and will be landscaped: The:rail corridor will be graded to match the existing grades along the city parking lot to the north and the Whispering Winds site to the south it addition to grading the ditch bottom to provide positive drainage. Currently the ditch bottom is erratic. 8. No water meters are need at this time. When the building is finalized a meter size will be determined. 9. ns n ost will be rovided when plans are approved for determination. 10. A landscape plan is in work.` • 11. 2 500 ards of material will be moved on this site. 12. 30-foot insi e radiuses are s own aratus access routes. 13. Existing and proposed impervious areas are shown on sheet C2. 14. Fire access and fire hydrants are shown for Fire Department review. 15. Detail B sheet C2.was miss labeled and has been corrected to detail E sheet C3. "I\c 16. Profiles A-A and B-B have been revised to show both the existing profile and the proposed profile. The proposed path will be 12' wide centered or \ J meandering in the 50' right-of-way with 1' gravel shoulders. A drainage ditch will be needed along the path length and the plans show our proposal to grade the existing erratic ditch to accomplish it. 17. As noted above is our proposal to grade the right-of-way and install a 12" storm drainpipe to the south. The current plans for the Tommy Thompson Trial design are in the preliminary. stages. Our goal is to coordinate grading to provide drainage along the trail and our site. 18. Detail E was miss-identified as noted in#15 above. 19. See the attached drainage report for downstream analysis. 20. Grading into Street right-of-way is necessary to provide landscaping as required by city ordinance. I believe this should answer all the outstanding concerns and clarifications as noted in the review. Please let me know if anything is unclear. Sincerely 1111 Dale Herrigstad P.E. Public Working Review Engineering Department 904 6th Street PO Box 547 � Anacortes,WA 98221 Phone(360)293-1920 • te Fax(360)293-1938 " : 1,„ E-mail engineering@cityofanacortes.org C ` Website www.cityofanacortes.org Memorandum DATE: 08/20/2002 TO: Dale Herrigstad Cc: Bayside Boat Storage,Owner FROM: Kim McKinnongvt., SUBJECT: Bayside Boat Storage Plan Review The following items are still due for review per your letter of August 5,2002: 1. Water meter size,location and service for approval. 2. Construction cost estimate. 3. Landscape plan. Review comments for the current submittal: Fire Safety: 1. 20' dire access throughway or approved vehicle turn around clearance required. Fire hydrant at SW corner of building is shown within the 20' drive path. Relocate fire hydrant or relocate building. 2. Need to declare type of construction for building so required fire flow can be determined. 3. Mark fire lanes in manner suitable to drive surface and indicate manner and location on plans. 4. What is the security access at all gates for fire department? If electric gates,lockbox with override switch will be required. 5. Provide 20'minimum width gate for fire department access at all entrances. If north drive is not completed with initial site development,approved vehicle turn around is required until north entrance is available as drive lane is longer than 150'. Drainage Analysis: 1. Thompson Trail design in this area is for the trail to follow the existing rail grade with drainage to the west of trail. Trail design is 12'wide with 2' shoulders on each side where possible(It is possible in this area). We also want 1'buffer before beginning of the conveyance swale to ensure that the swale will not interfere with trail installation,use or maintenance.Maximum swale slope along trail side 3:1,4:1 preferred. R:\Active Projects\BaysideBoatStorage\EngrReview020820.doc Page 1 of 2 • September 17, 2002 Bill Wooding -NNNN\:\ 1111° 11497 Havekost Road Anacortes,WA 98221 RE: Bayside Boat Storage 409 30th Street Dear Mr.Wooding: The following comments are a result of the re-review for the Bayside Boat Storage project the above-mentioned site. Please respond to each item in writing, and by revising the drawings as needed. 1. At this time potable water is not shown to the site. Future potable water supplies to the site will require backflow protection as required by the Ci Water Department and s e comment 2. Please provide a complete landscaping plan to show all proposed plantings. Show specific species, sizes of plants,planning requirements and numbers of plants per Ordinance No. 17.41. "7vc.c.�,� .) V�.4'- 3 S c 40- On site lighting is not shown, though if proposed at a later date will require a plan submittal for review and approval. 4. The buildings shown are not reviewed with this permit. The approved drawings include boat storage only. Buildings,building permit and other associated permits will require separate review and permits. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 September 17, 2002 Job#285 Kim McKinnon City of Anacortes PO Box 547 Anacortes, WA 98221 �'<,: � .e .,.y � Subject: Bayside Boat Storage Plan Review Response va Dear Mrs. McKinnon, f%'y, The following is the actions taken to City comments dated 09/16/2002 by Kim McKinnon. 1. Corrected Profile B-B to not show swale. 2. I have shown where the 2:1 slope is anticipated,particularly along weeding property and 3:1 north of the site. 3. Added under drain and detail on sheet C3. 4. Erosion control blanket and 4"topsoil shown on under drain detail on sheet C3. Erosion control sccd mixture was added and shown above 6"elevation of pond. 5. I will verify elevations during construction surveying such that bio-swale will operate as designed. 6. Adjusted depth of storm drain line as requested to assure 1' separation. If you require additional information please let me know. Sincerely,/ , 'iAir rr Dale Herrigstad P.E. d'li Cz Engineering Department 904 6th Street PO Box 547 0" Y '. Anacortes,WA 98221 Phone(360)293-1920 Fax(360)293-1938 * +►_ � }� E-mail engineering@cityofanacortes.org 10010 0: Website www.cityofanacortes.org Memorandum DATE: September 16,2002 TO: Dale Herrigstad Cc: Bayside Boat Storage,Owner Bill Wooding FROM: Kim McKinnon SUBJECT: Bayside Boat Storage Plan Review Dale, I have reviewed your revised submittal and have the following comments: 1. Correct Profile B-B to show current swale configuration. 2. Indicate where you anticipate the need for a bioswale side slope greater than 3:1. Verify that bioswale seed mixture will be suitable for stabilizing slopes greater than 3:1. 3. General criteria for biofiltration swales calls for underdrains to be placed beneath the channel to prevent ponding for slopes less than 2%per WSDOE Puget Sound Stormwater Manual. Since the soils in this area are not very good,you should incorporate an underdrain into the design to prevent the biofiltration swale from becoming a nuisance to the trail. 4. Specific criteria for biofiltration swales calls for erosion control blanket below design water depth w/at least 4"topsoil and biofiltration seed mix. Above design water line use erosion control seed mix w/straw mulch or sod(Erosion control BMP E1.15). 5. There were some differences in City recorded elevations and your surveyed elevations along the trail corridor and adjacent storm system structures. Per our telephone conversation,you have rechecked some data and could see where differences in measurement could occur but that you would make sure that the bioswale design would function in the intended manner. 6. Decrease depth of CB#3 so that there will be 1' clear for waterline running underneath storm water line. Please resubmit your drawing for approval once these changes have been made. Contact me if you have any questions,360 293 1920. R:\Active Projects\BaysideBoatStorage\EngrReview020916.doc Page 1 of 1 - a HERRIGSTAD ENGINEERING Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 September 3, 2002 Job#285 Kim McKinnon City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: Bayside Boat Storage Plan Review Response Dear Mrs. McKinnon, The following is the actions taken to City comments dated 08/20/2002 by Kim McKinnon. Fire Safety: 1. The gate at the northwest corner of the site has been increased to 20' and the hydrant in the southwest corner will be moved to 20' away from the proposed building. 2. The building is conceptual at this point. Future planning will have to dictate the building construction and fire low requirements. 3. Marking a gravel surface with paint is temporary at best. Signage will be in the way of boat maneuvering. Low profile flexible markers mounted in the ground is such a yellow survey grade tassels mounted every 20' along both sides of the fire lane. 4. The gates will be manual sliding gates. The fire department will be-provided with master key. Fire department access is generally with bolt cutters. 5. Noted in#1 above. Drainage Analysis: 1. The plans have been revised to show trail as a 12' path, 2' shoulder and 1' buffer before 3:1 side slope to swale bottom. 2. As we discussed we would like to pursue utilizing the swale along the trail corridor as our biofiltration swale. The revised drainage report reflects the use of the 400' swale along the trail corridor. I have included a flow spreader at the site drain outlet. 3. The swale was designed to pass the 6-month storm for biofiltration and the 100-year storm for conveyance as shown in the report on sheet 7. The maximum water level for the 100-year storm event is less than.5'. The swale depth is at a minimum 1.5' at the southern end and gaining depth to the north. 4. As indicated above the trail corridor swale would function the same as the onsite swale and provide better utilization of space. The owner is willing to provide maintenance of a portion of the trail swale to keep the grass cut to provide proper biofiltration. Some type of agreement should be possible. 5. The impact of the flow from the site should be based on the impact of the large storm event on its own. As stated before the existing ditch serves little ) function in its current condition. When the swale is graded as proposed the peak flow of 1.47 cfs will flow at best 1.56 fps and should not erode unless it is greater than 5 fps as provided for in the DOE manual. This is shown on sheet 7 of the drainage analysis. I have included the pre-development flow rates on sheet 5. 6. The fully dimension trail and swale corridor was corrected with peak flow elevations. The peak flow for the 100-year storm of 1.47 cfs is .47 ft. (will show .5'). 7. The 22-minute residence time does not apply as we discussed. 8. Noted in#7. 9. A concrete flow spreader is shown on sheet C3. 10. High flow bypass is not applicable for this new swale arrangement. 11. Flow stability was checked on sheet 7 with check dam requirements. 12. Maintenance notes were added to sheet C l. 13. The wetpond was considered and rejected do to space considerations. 14. Verified and corrected site areas. All pervious areas are on site. City property to be used for landscaping is adjacent to city streets and drainage sheets to streets. The future building area was considered 100%impervious and included in the existing calculations. Site Plan: 1. Did the city perform a ground survey of the trail corridor that conflict with my information? The Thompson trail should be correctly shown as directed. 2. Added as-built note to sheet C i. 3. Added notation as to depth and location of water main crossing trail corridor with elevations. 4. The current plan will not disturb the swale to the south. If you require additional information please let me know. incerely, Dale Herrigstad P.E. Engineering Department 904 6th Street PO Box 547 C) :, Anacortes,WA 98221 Phone(360)293-1920 Fax(360)293-1938 :: , mt + , E-mail en ineerin ci ofanacortes.or g� g@ .� g Website www.cityofanacortes.org Memorandum DATE: 08/20/2002 TO: Dale Herrigstad Cc: Bayside Boat Storage,Owner FROM: Kim McKinnon SUBJECT: Bayside Boat Storage Plan Review The following items are still due for review per your letter of August 5,2002: 1. Water meter size,location and service for approval. 2. Construction cost estimate. 3. Landscape plan. Review comments for the current submittal: Fire Safety: 1. 20' dire access throughway or approved vehicle turn around clearance required. Fire hydrant at SW corner of building is shown within the 20' drive path. Relocate fire hydrant or relocate building. 2. Need to declare type of construction for building so required fire flow can be determined. 3. Mark fire lanes in manner suitable to drive surface and indicate manner and location on plans. 4. What is the security access at all gates for fire department? If electric gates,.lockbox with override switch will be required. 5. Provide 20'minimum width gate for fire department access at all entrances. If north drive is not completed with initial site development,approved vehicle turn around is required until north entrance is available as drive lane is longer than 150'. Drainage Analysis: 1. Thompson Trail design in this area is for the trail to follow the existing rail grade with drainage to the west of trail. Trail design is 12'wide with 2' shoulders on each side where possible(It is possible in this area). We also want 1'buffer before beginning of the conveyance swale to ensure that the swale will not interfere with trail installation,use or maintenance.Maximum swale slope along trail side 3:1,4:1 preferred. R:\Active Projects\BaysideBoatStorage\EngrReview020820.doc Page 1 of 2 2. All Biofiltration that is required will occur within property limes and maintained privately per Water Quality Control Plan. 3. Biofiltration swale on private property should be designed to hold 100%of design storm flow. 4. Swale on City property will serve as a conveyance only and will require no maintenance by the City to properly function. 5. Provide drainage analysis for pre-developed conditions for site so that impact on ditch adjacent to trail can be determined. 6. Show fully dimensioned profile for conveyance swale located on City property including maximum water level in bioswale(on private property)and conveyance swale(on City property)for bioswale design storm and 100 year storm. Per Stormwater Management Manual for Western Washington(SMMWW), r a. if slope of swale is<1.5%(is 1%)install underdrain. See SMMWW for details. O r" b. 22 minute Minimum Hydraulic Residence Time(you show<5 minutes) • 8.- Redo swale calculation with correct design conditions:2'minimum bottom width and 22 minutes minimum Hydraulic Residence Time per SMMWW 9. Provide flow spreader at outlet to conveyance swale. 10. Bypass higliflows or control release rate at catch basin#1. Replace catch basin#1 with Flow Control Manhole if necessary. Spill control is still required. 11. Check forastability of flows if flows greater than design storm are not bypassed. 12. Add maintenance standards: a. Inspect Biofilter at least once every 6 months,preferably during a storm event, and after every storm event>0.5"rainfall24 hours. b. Do not mow grass shorter than design flow levels. T 'age 9-2 of SMMWW indicates that sand filters and wetponds should be considered before bioswales. Were these considered? Why were they rejected? I noticed Option B of the drainage analysis was for a wetpond but saw no information on why it was not for this site. 14. Site areas don't add up. Please clarify which landscaping areas are being used for pervious calculations and if they are City or private property. You may consider future buildings as impervious for analysis. Site plan: 1. Some of elevations shown on your survey vary from City survey by—0.5'while others are close. Verify that your drainage plan can access the City stormwater system as designed. Swale depths are not very deep and 0.5'differnece could result in too shallow slopes for conveyance. The Thompson Trail design will take precedence over any other use of City property. 2. Bioswale and conveyance swale as-builts required within 30 days of substantial completion. 3. Show storm drain coordination with existing City utilities in easement/ROW and crossing railroad corridor at south of property. 4. Verify storm drainage of property to the south is not damaged by the installation of 12"storm drain pipe. Please contact me if you have any questions concerning this review. naiie t Wes' R:\Active Projects\Baysi ed BoatStorage\EngrReview020820.doc Page 2 of 2 f -- 2. All Biofiltration that is required will occur within property limits and maintained privately per Water Quality Control Plan. 3. Biofiltration swale on private property should be designed to hold 100%of design storm flow. 4. Swale on City property will serve as a conveyance only and will require no maintenance by the City to properly function. 5. Provide drainage analysis for pre-developed conditions for site so that impact on ditch adjacent to trail can be determined. 6. Show fully dimensioned profile for conveyance swale located on City property including maximum water level in bioswale(on private property)and conveyance swale(on City property)for bioswale design storm and 100 year storm. 7. Per Stormwater Management Manual for Western Washington(SMMWW), a. if slope of swale is<1.5%(is 1%)install underdrain. See SMMWW for details. b. 22 minute Minimum Hydraulic Residence Time(you show<5 minutes) 8. Redo swale calculation with correct design conditions:2'minimum bottom width and 22 minutes minimum Hydraulic Residence Time per SMMWW 9. Provide flow spreader at outlet to conveyance swale. 10. Bypass high flows or control release rate at catch basin#1. Replace catch basin#1 with Flow Control Manhole if necessary. Spill control is still required. 11. Check for stability of flows if flows greater than design storm are not bypassed. 12. Add maintenance standards: a. Inspect Biofilter at least once every 6 months,preferably during a storm event, and after every storm event>0.5"rainfall/24 hours. b. Do not mow grass shorter than design flow levels. 13. Page 9-2 of SMMWW indicates that sand filters and wetponds should be considered before bioswales. Were these considered? Why were they rejected? I noticed Option B of the drainage analysis was for a wetpond but saw no information on why it was not used for this site. 14. Site areas don't add up. Please clarify which landscaping areas are being used for pervious calculations and if they are City or private property. You may consider future buildings as impervious for analysis. Site plan: 1. Some of elevations shown on your survey vary from City survey by—0.5'while others are close. Verify that your drainage plan can access the City stormwater system as designed. Swale depths are not very deep and 0.5'differnece could result in too shallow slopes for conveyance. The Thompson Trail design will take precedence over any other use of City property. 2. Bioswale and conveyance swale as-builts required within 30 days of substantial completion. 3. Show storm drain coordination with existing City utilities in easement/ROW and crossing railroad corridor at south of property. 4. Verify storm drainage of property to the south is not damaged by the installation of 12"storm drain pipe. Please contact me if you have any questions concerning this review. R:\Active Projects\BaysideBoatStorage\EngrReview020820.doc Page 2 of 2 Drainage Report HERRIGSTAD ENGINEERING PS Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 BAYSIDE BOAT STORAGE 30TH AND "V" PLACE WATER QUALITY CONTROL PLAN &DRAINAGE ANALYSIS CITY OF ANACORTES August 5, 2002 Job # 285 Prepared By: Dale K. Herrigstad P.E. 1 !4 o N kj s›, w^� V r 4' ,r'i,r r jib' g7il-1i 5r11:1%1kW\\'°:1— ra:-8-f/°C. ,,,:l' Qi''•'' 1,, O krsrt�° �SrONAL� EXPIRES:6/0?J(5 Owner: Lake Erie Trucking 13540 Rosario Road Anacortes, WA 98221 1. PROJECT DESCRIPTION: a. Legal Description of Property: Lot 4 of Short Plat Number ANA 95-003. Situated in Skagit County,Washington. j 2 b. Lake Erie Trucking Bill Wooding 13540 Rosario Road Anacortes,WA 98221 (360) 588-9208 c. -The site is .48--acres-of undeveloped land in an industrial-zoning-area; -The site is fairly flat - - -- -- -- with a slight slope to the west toward an abutting rail corridor that is presently abandoned and owned by the City of Anacortes: 30th Street and"V"Place flank the property on the north and east sides and an existing manufacturing building is located to the south. The site is covered with gravel surfaces,fill dirt piles and poor covering of grass,weeds and blackberry bushes. There are no buildings on the site or with-in 15 feet of the property lines. d. A site drawing has been prepared and attached(attachment B). The contour datum is to the City of Anacortes datum used with a bench mark taken from a monument at 30th and"T" Avenue of 121.1 feet elevation. e. The soil is classified as Xerorthents,hydrologic group C, according the Skagit County Soil Survey (see attachment A). The site is about 41% impervious either with gravel base,fill stockpiles or asphalt grindings stockpile. The vegetation on the site is grass,weeds and some brush. See the attached existing conditions site plan(attachment C)and Skagit County Soil Survey map and table. f. There are no significant existing drainage channels on the site. The sites primarily sheet flows from the east to the west and is collected by a ditch along the rail corridor. Some flow may also sheet to the adjoining streets. 2_ Background Computations for sizing Drainage Facilities. a. Topographic maps are attached showing the entire basin and the sub-basin used in this design. b. Peak discharge analysis: This site sheet flows primarily to the railroad corridor west of the site. The rail corridor lies 4 to 6 feet below the property along the west property line. No offsite flow enters this site. The drainage in the railroad corridor on the east side of the railroad tracks flows both north and south between 30th Street and Street"A" south of the Whispering Winds Property. The high point of the drainage ditch lies near the southwest corner of the property. The drainage to the north enters the 30th Street drainage system and discharges to the bay approximately 900 feet east of the rail corridor at the 30th Street outfall. The drainage-entering Street"A"also flows east 743 feet and discharges to the bay just south of the Bunny's by the Bay site. We will direct the flow from this site to the south to the Street"A" drainage system because the drainage systeiif was recently upgraded and has ample capacity for its entire drainage basin un-detained. The following analysis will confirm the downstream system has ample capacity to convey this site and the entire basin without the need for detention. c. Developed Current conditions for drainage basin; Attachment A shows the entire drainage basin utilizing this drainage system discharging to Fidalgo.Bay. Two basins are identified. The northern basin encompassing this site is 14.3 acres and is all manufacturing area with an overall build out potential of 80% impervious. The southern basin is 18.7 acres and is a combination manufacturing and residential separated at 34th Street and"V" Avenue. The following analysis will determine the capacity of the drainage system and its ability to convey the un detained flow for the entire basin. Northern Basin as shown on the attached site drawing(attachment D): TOTAL Land Area(acres)=14.3 acres all with soil type Xerorthents hydrologic group C. The site is industrial in use with an impervious area of 80% Pervious area=2.86 acres CN=89 3 Impervious area=11.44 acres CN=98 Southern Basin as shown on the attached site drawing(attachment D): The basin is divided among residential use and industrial use. The residential area is 12 acres of the basin and has 3 du/acre or 34%impervious; Impervious- 12 acres*.34=4.1 acres Pervious Area-12 acres-4.1 acres=7.9 acres The remaining 6.7 acres is industrial with 80% impervious; Impervious= 6.7 acres*.80=5.4 acres Pervious Area= 6.7 acres-5.4 acres=1.3 acres TOTAL Land Area(acres)=18.7 with three types of soil groups as follows; CN values Hydrologic soil group Land Use A C D Impervious 98 98 98 Residential pervious 76 89 91 CN values are taken from 1995 King County Surface Water Design Manual,Table 3.5.2B.The most recent(1998)version of the King County Manual does not use the SBUH Method. See attachment A. A composite CN value was calculated for all pervious areas. Soil Type Hydrauli CN Land Use Area of Percent Area c pery land use use (acres) Group . (acres) 20 Bow D 91 Residential/ 18.7 70% 13.1 grass 70 A 76 Residential/ 18.7 15% 2.8 Keystone pasture 165 C 89 Residential/ 18.7 15% 2.8 Xerorthents pasture CN pervious composite value CN=91x13.1+76x2.8+76x2.8 / 18.7=88.5 CN pervious 88.5 CN impervious 98 Time of concentration calculation: Calculation performed using WaterWorks Software. See Attachment D.for graphical description of flow path. Results of the WaterWorks run are attached. Basin 1 300 feet sheet flow through paved and gravel surface @ slope=4% 366 feet shallow flow through paved and gravel surface @ slope= 3.5% 88 feet shallow conc.flow through ditch @ slope=1% 500 feet pipe flow @ slope=1% Tc=10 Minimum Basin 2 300 feet sheet flow through grass yards @ slope=8% 400 feet shallow conc.flow through ditch @ slope= 5% 740 feet pipe flow @ slope=4% Tc=24 ! _ 4 Tc= 0.42(ngL)0•8 Or T=L160V Where V2 k(So)11'2 (p)0.5(s0)0.4 Tc= T T 1 0.42 0.011 300 1.4 0.04 3.34 T2 0.42 366 1.4 0.035 27 1.21 ' T3 0.42 88 1.4 0.01 17 0.86 T_., 4_._._- 0.42 500 1.4 0.01 42 1.98 T total ` 7.40 R..m..........._......m........,,.....,,.........._r�.....;._.._..........,._._u..r._m...ne,....�....,.......u.._.v...,._�...�..........._........._._....�_...�.._.�:....._......_...Pa.,....._._-..a..-..m...._.�............._..�._..n...._m......_.........__......__..__�.....F_._._, 8 0.42...... .._,_0.15_..__..-....._,_300_.._,..._...:.__....._1.4,,...,__..._..,__. 00._._..__.... 20.49 ..._,..>_.._.. T2 0.42 400 1.4 0.05 17 1.75 T3 0.42 740 1.4 0.04 42 1.47 T total- 23.71 SUMMATION: North Basin PERVIOUS IMPERVIOUS A CN A CN TC EXISTING 2.86 89 11.44 98 10 South Basin PERVIOUS IMPERVIOUS A CN A CN TC EXISTING 9.2 88.5 9.5 98 24 RUNOFF CALCULATIONS: Design will use the Santa Barbara Urban Hydrograph Method(SBUH). Rain distribution type 1A. Precipitation) 100 yr. 3.1 inches The summery of the peak flow output is as follows d. Peak discharge Runoff calculations were performed using WaterWorks Software for Hydrology. Output Information Peak Flows(cfs) NORTH BASIN North South 100 YR. 100 yr. EXISTING 8.34 8.16 The following are the computer results for the above: BASIN SUMMARY BASIN ID: Basnorth NAME: North basin 100 yr event SBUH METHODOLOGY TOTAL AREA • 14.30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP 1Puget Sound Stormwater Management Manual Isopluvial Maps Appendix AIII-1.1,page 11I-1-43. 5 PRECIPITATION • 3.10 inches AREA. . : 2.86 Acres 11.44 Acres TIME INTERVAL 10.00 min CN • 89.00 98.00 TC • 10.00 min 10.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0110 p2yr: 1.40 s:0.0400 TcReach - Shallow L: 366.00 ks:27.00 s:0.0350 TcReach - Channel L: 88.00 kc:17.00 s:0.0100 TcReach - Channel L: 500.00 kc:42.00 s:0.0100 PEAR RATE: 8.34 cfs VOL: 3.21 Ac-ft TIME: 480 min BASIN ID: Bassouth NAME: South basin 100 yr event SBUH METHODOLOGY TOTAL AREA. • 18.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3.10 inches AREA. . : 9.20 Acres 9.50 Acres TIME INTERVAL • 10.00 min CN • 88.50 98.00 TC • 23.71 min 23.71 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 1.40 s:0.0800 TcReach - Channel L: 400.00 kc:17.00 s:0.0500 TcReach - Channel L": 740.00 kc:42.00 s:0.0400 �or �" PEAK RATE: 8.16 cfs VOL: 3.76 Ac-ft TIME: 480 min � �L 5 10,4LZe;Tg L DRAINAGE SYSTEM CAPACITY The attached Backwater Calculation Sheet conservatively consider the entire flow through the 9 14 drainage system for the northern basin from the railroad tracks to the point on V Avenue where the two basins combine. At the combining point we will consider the flow of both basins "" to the outfall. The outfall will be considered at high tide and a Tail Water elevation of 98.55'. The outfall invert elevation is 95.55'. The Backwater Calculation Sheet is attached as Attachment B. The basin flows easily pass the drainage system as shown in the attachment. WATER QUALITY ANALYSIS BIOFILTRATION DESIGN: Water quality treatment will be provide on site with a biofiltration swale and will discharge into the rail road corridor ditch.Our proposal is to regrade the entire ditch along the rail corridor the full length of this site to 30th Street and south to Street"A". Water quality treatment will be provided for the 6-month storm event as provided for in the DOE Manual. The flow for the two-year storm from this developed site is as follows; Total site area=2.48 acres. Total impervious=2.30 acres CN=98 Total pervious=0.18 acres CN=90 Time of concentration; Flow paths 150'sheet flow over asphalt at 2% 30'conc.pipe flow Tc= 0.42(nL)0•8 Or T=L/60V Where VZ k(So)1/2 (p)0.5 s(SO)0.4 Tc 0.42 n L P2 s K Tc= T Ti 0.42 0.011 150 1.4 0.02 2.53 T2 0.42 30 1.4 0.01 42 0.12 T total= 2.65 IwilluseaminimumTc=10 6 Precipitation 6 mo. 0.92 inches(66% 2 yr) 2 yr. 1.4 inches 100 yr. 3.1 inches Input information PERVIOUS IMPERVIOUS A CN A CN TC DEVELOPED .18 90 98 10 Runoff calculations were performed using WaterWorks Software for Hydrology. Output Information Peak Flows(cfs) 6 month 2 yr. 100 yr. Developed 0.36 0.61 1.47 Volume 5,952 10,018 24,394 BASIN SUMMARY from WaterWorks Software for Hydrology. BASIN ID: J2136mo NAME: 6 month DEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.41 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP RECIPITATION • 0.92 inches AREA. . : 0.18 Acres 2.23 Acres F TIME INTERVAL • 10.00 min CN • 90.00 98.00 TC • 10.00 min 10.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 150.00 ns:0.0110 p2yr: 1.40 s:0.0200 TcReach - Shallow L: 30.00 ks:3.00 s:0.0100 TcReach - Channel L: 165.00 kc:42.00 s:0.0050 PEAK RATE: 0.36 cfs VOL: 0.14 Ac-£t TIME: 480 min BASIN ID:213100YD NAME:100 YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.41 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3.10 inches AREA..: 0.18 Acres 2.23 Acres 11,, TIME INTERVAL • 10.00 min CN • 90.00 98.00 "�ry TC • 10.00 min 10.00 min £ ABSTRACTION COEFF: 0.20 TcReach-Sheet L:104.00 ns:0.0110 p2yr:1.40 s:0.0200 TcReach-Shallow L:253.00 ks:27.00 s:0.0100 TcReach-Channel L:165.00 kc:42.00 s:0.0050 PEAK RATE: 1.47 cfs VOL: 0.56 Ac-ft TIME: 480 min BASIN ID:J2132YD NAME:2 YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.41 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION 1.40 inches AREA..: 0.18 Acres /11G cres TIME INTERVAL • 10.00 min CN 90.00 98.00 TC • 10.00 min 10.00 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L:150.00 ns:0.0110 p2yr:1.40 s:0.0200 TcReach-Shallow L: 30.00 ks:3.00 s:0.0100 TcReach-Channel L:165.00 kc:42.00 s:0.0050 . 7 PEAK RATE: 0.61 cfs VOL: 0.23 Ac-ft TIME: 480 min { > , , 'I t,r'� _ Treatment is for the 6 month deveped storm event or Q=,36 ;1;, M1 Assume swale depth of 4" (y_33'), d side slopes of 3:1 i`(z=3), ( (�,, ,/ r,,.,, n, n=0.07 for tall dense grass } „ ': f Bottom slope s=.5% i ;��, ' A `� The swale shape shall be trapezoidal !" -- '` b= [Qn/ 1.486 x y^1.667 x s^0.5] -zy f to rf�� \\ Cl b=0.52' A=bxy+zxyA2 A= .51ft^2 V=Q/A = .71f/s <1.5f/s OK Swale velocity with a bottom slope of.5% =.71 fps Minimum Swale width_=..52'--.- (----Minimum „---------i ,� timum length of swale=200 e Residence Time of swale=200 ft/ .71 fps=282 seconds(4.69 minutes) The swale will be constructed with a 2'bottom to reduce the length of the swale and maintain a residence time of 282 seconds. The minimum swale length will be 100 ft. Surface area of design swale=0.5 x 200=100 sf Surface area of proposed swale=2 x 100=200 sf>100 sf OK For a Q=1.47 cfs for the 100 year storm event the depth of flow= .47 ft. Check Dam protection for the biofiltration swales will be provided when the velocity exceeds 5 fps as required by the DOE Manual. The 100-year storm event will produce a flow of 1.47 cfs at a depth of 0.47 ft in the 2 ft wide swale. V=Q/A=1.47cfs/ 0.94 sq ft=1.56 fps <5 fps. No check dams are required. Rip/rap inlet protection to the swale will be provided. OPTION B-WET POND FOR WATER QUALITY CONTROL Water quality treatment could be provided using a wet pond located along the central west property line of the proposed site. Water quality treatment will be provided for the mean annual storm event as provided for in the 1990 DOE Stormwater Management Manual Section III-4.4.2. The wet pond will have a permanent depth of 4'. The mean annual storm event will be determined using 6 month developed storm event where: peak rate of flow=.36 cfs � � ��T� ��� �..`�` Volume required=5,952 cubic feet Vr=5952 cf ) , t The calculated wet pond volume •e '52 Design pond bottom area at eleva r,on ' ','Abot =378sf (63x6) Design pond top area at elevatiodVb top =2610 sf (87x30) +-h(Abot+ Atop)/ 2 X(378 sf 2610 sf)/ 2 Vb=5976 cubic feet=5952 cf required. Am) 8 We will use a water quality pond that is 63x6 bottom with 3:1 side slopes,4 feet of dept to the high water mark for a 87x30 surface dimension. The pond will have 1 foot of free board. Sedimentation Control during Construction: Sediment will be controlled through the use of the swale and a silt fence dam during construction. Once the site is stabilized the swale will be seeded or lined with sod depending the time of year and weather conditions. 4. Runoff Control: The proposed measures for controlling runoff and erosion/sedimentation during construction activities will be accomplished with silt fencing located along the down slope edges adjacent to the streets around the perimeter of the property. Also a swale will be graded along the west side of the property that will receive the majority of the off site flow. This swale will be provided with silt and straw bail barrier to provide silt interception. In addition erosion control will be provided for with provisions to cover exposed soils after final placement or in such circumstances that weather dictates immediate action. Erosion and sedimentation control plan and notes describing in detail the exact timing and placement of erosion control features are provided for in the construction drawings in accordance with King County and DOE recommendations and the notes are as follows: 1. The implementation of these Erosion and Sedimentation Control(ESC)plans and the construction of these ESC facilities are the responsibility of the Contractor until all construction is approved. 2. The boundaries of the Bearing limits shown on this plan shall be dearly flagged by a continuous length of construction fencing,prior to construction. During the construction period,no disturbance beyond the Bearing limits shall be permitted. The Bearing limits shall be maintained by the Contractor for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters,drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period,these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions(e.g.,additional sump pumps,relocation of ditches and silt fences,etc.). City Engineer can require additional measures if there is evidence of an erosion/sedimentation problem. 5. The ESC facilities shall be inspected daily by the Contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season(Oct. 1 to April 30)and of monthly reviews during the dry season(May 1 to Sept.30). 6. Any areas of exposed soils,including roadway embankments,that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods(e.g.,seeding,mulching,plastic covering,etc.). 7. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 8. At no time shall sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 9 9. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures,such as wash pads,may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function ultimately as an infiltration system,the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 11. Where straw mulch for temporary erosion control is required,it shall be applied at a minimum thickness of 2 to 3 inches. 12. Two weeks prior to the beginning of the wet season(Oct.1),all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City Engineer. The City Engineer can require seeding of additional areas in order to protect surface waters,adjacent properties,or drainage facilities. 13. Seeding and Fertilizing shall meet the requirements of Section 8-01.3(4)of said APWA Standard Specifications. 14. Contractor is to protect all existing and proposed(immediately after construction)storm sewer inlets with filter fabric fences or gravel and wire mesh filters. 15. All Streets shall be kept dean by daily cleaning of roadway during construction with truck traffic or more frequently,as needs dictate,per City Engineer. 5. Maintenance schedule: See the attached appendix A to this report for maintenance schedule. 6. Surface and pertinent subsurface water flow: The site will be 92% paved surface,3% building and 5% landscaped. Surface flow will be across the paved surface and collected in the drainage system as described above. The soil characteristics are dredge fill material. The site is approximately 17 to 20 feet above the high tide. Fidalgo Bay is 330 feet to the East. There is no indication of high water tables that will effect the flow characteristics of this site. 7. LPSP Compliance: See the attached LPSP. 8. Other Provisions: Storm Drainage Ordinance,No.2441 Section 7: General Design and Construction Standards A. There is no concentrated surface water drainage paths entering this site. The natural drainage discharge point for the majority of the site is the drainage ditch bordering the west side of the property. A small portion of the perimeter of the property will sheet flow onto adjoining streets on the north and east. This design will direct a majority of the site flow to the west to the existing drainage ditch. A small portion of the flow will sheet out at the entry point onto"V" Place where the access road grade transitions into the site. B. Open channel swales will be used to convey storm water along the western side of the property. The southern end of the swale is the high point of the swale such that the depth of flow is 0. The northern end of the swale the flow for the 100 year storm will be .47 ft as shown above in the biofiltration design. • Jl 10 C. Closed drainage system analysis. The maximum flow will be 1.47 cfs for the 100 year storm event. An 8 inch pvc pipe flowing full at 0.5% has a capacity of 1cfs. All interior pipes on the project will be 8" pvc and the pipe leaving the site into the city railroad right of way will be 12" cpep. D. All drainage easement to be granted to the City will be 20'in width. All other easements less than 20'will be private and the responsibility of the homeowners association. E. A rock protection at the outfall will be provided at a distance of 8'beyond the outlet. The rock lining will comprise of quarry spalls 1' deep in a swale with a bottom width of 2',3:1 side slopes and 1 foot deep. F. The general notes will include a requirement for tracer tape placed a minimum depth of one foot above all non-metallic pipe. G. All rooftop and footing drains will be tight-lined to a storm drainage system. H. There are no private properties down hill of this property that would receive discharge from this site. I. All impervious areas of the development will be connected to the drainage conveyance system. J. There will not be a detention pond on this site. K. All site generated storm water runoff is being conveyed to a public storm conveyance system. L. There will not be a detention pond on this site. M. There will not be a detention pond on this site. N. Maintenance of the drainage facility on this site will be the responsibility of the property owner. Section 8: GENERAL WA1'ER QUALITY STANDARDS There will not be a detention pond on this site. Section 9: GENERAL WATER QUALITY STANDARDS A. An oil/water separator is incorporated into the lowest catch basin to provide for spill control. B. Storm and surface water treatment will be provided as designed in section 12.4 above. C. Treatment is provided for using the six-month,24-hour return period storm as shown in section 12.4 above. II 9 Appendix A KING COUNTY,WASHINGTON,SURFACE WATER DESIGN MANUAL MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES A.) Biofiltration Swale Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Biofiltration Sediment Sediment depth exceeds 2-inches No sediment deposits on grass swale Accumulation Iayer of the hio-swale,which would on Grass Laver impede filtration of nmoff. Vegetation When the grass becomes excessively tall Vegetation is mowed or nuisance (greater than 10-inches);when nuisance weeds vegetation is eradicated,such that and other vegetation starts to take over. flow not impeded.Grass should be mowed to a height between 4 inches and 9 inches. Inlet Outlet Pipe Inlet/outlet pipe clogged with sediment and/or No clogging or blockage in the inlet debris. and outlet piping. Trash and Debris Trash and debris accumulated in the brio-swale. Trash and debris removed from Accumulation hioswale. 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ATT II ACA ME-Air A c SILT FENCE DAM r}0\\ I `rsE s M' :/ Ik IN DITCH \ , 8'X6'SADDL' \�4��, SS SIDF Q \\BOTTOM BEFO \ \ ' 1154• i�PIPE INLET \ ➢ELTA,23'24'30' SEE DETAIL SHT\C1 \ \ •ARKING LuT �850 �I�T� R 0.0'\ \ HEEL / .,.,� <-��, L=1 .30' \ Ai :iik‘'7'="t%0N:,,:,. ENT\ t` ' r 1�1 UTURE \�k� --zo 5'x 40' 'SS SmE c :1 ,R\\ ` \ _ I y rl "FILE F \DE SEWERV � OIS . # IDH/PDLE \\ \ NTL E4 LEGEND ��aaao�i �� —_ —FENCE X X XSHEET AT\83X • \ 1. 14' NE �' '_ \\ �` E 2'4.40' \ \ Hklili \ \ IY \ \ 191P4' £k UNDERGROUND GAS G \ ` .P �\ I\ \ ! .T. SDMN T S, �- UGP di"\I \ 9 \ \ \ `\ \ V hY \\ fin.,\ \ \ \ \L1 '\ \ \SANITA \ • - ,C• `SDz SEWER SD \ \ i ALONG WEST -f--- '-- jam \\�_ DATER W \ \ \•` BOIMDARI� p0•FIRE ACCESS P --"�. �`r • MAIN �\, \ `� ` t`' \ rf��, \ CUB_B CUT SD S CB 1 NEW PERI TER FE .0.411�- \30'RAD \ 1r E' .SSMSSMH \ -� R!M RESHAPE lilly f"_ T__`T—T�'T� 1 I I I I I r - b� �� TOTAL SITE 107,876 SF 2.48 ACRES \ \ �` � ( I I I pATI� , pRAG I K I I 30'p D 1 \ \ ;, RIA Ex TOTAL EXISTING IMPERVIOUS AREA = 26,969 SF , ''� \\`I I i 5I 45' I I` I I I __ \ �� TOTAL IMPERVIOUS 100,259 SF 2,30 ACRES II I f I��. 1 I I 11� III � I\ III*L. VATION „°1'xp! �'d\ I LP 0.12 ACRES 57.. REQUIRED OR 5,394 SF `yy` — _ _-L L_ _ t . 1—_� 1__l \,•,'s PROPOSED LANDSCAPING WILL INCLUDE ROW \ \ _ a s \ \'' RAD / i \ill \ \ ,'a � L1WAC7ED MILT �\ "� M' SEC i 48,5 `, / pp FIRE Kt=rill NEW PERI�TER FE n „ •IIIFA' SILT FENCE DAM A, .\.i / J — — N — — +— NNII N IN DITCH SECTIO __ 'IRA' I i l I Iy I I i I I I t71 is I s "I o� sBOTTOM BEFORE D D 8 o —I —Ts s $ 1 'ti1 I 1 1 1 1 1 1 11 1 120• 116I 1 /I 11,o1 „ D RE PIPE INLET \ , \ I _ „` I 1 —— cu I - I AN SEE DETAIL SHT CI s as Am� — If ma 21 \\00 ( R, (30 \� \ �6'SS SIDE _� THIS PROJECT PROPOSES lU _ GRADE THE SLOPE ADJACENT THE \I 1 _ l' I __ 3 MIST RAILROAD TD A CONSISTENT add SUIT ��,. \ BLDG.PLANS R1 1 / EXIST. r TO THE BUTTON OF THE DITCH. \ "-FIRE_SUPRESS11 1`+ ii � C THE GRAM VIU. l INM THE o ` / TO COME-AT-Alp U C AK CITY PROPERTY, IN ADDMON THE opo°y I DATE _5' �► ts GRADING VDl INCLUDE RESHAPING yr PROPOSED WAREHOUSE BUILDDaG —— THE DITCH AS SHOW IN DETAIL A 10 �� 90' X 220' U9,800FSF) / _ p _ T — 29 FLOOR ELEV. 11 .5 28I. II ^ \ 9i� i I 30'RAD - \ �O �� ` 30'RAD ' i1 51.3' ! NEV PERIMET FENCE p0p5 \ \A, c —1°" J ----/'. "yI ^ \ P 1.8 "DI WAI s0'FIRE ACCESS PATH Y/ -- 1 \'� \�`! W "EXIST.8 DI WATER I,0,SD ��• SD \ SD. /� /y/j :IBA: STAITT 1r SD \\ \:i� 5� \ EXIST. 20' UTILITY EASEMENT �� i DIV.ELEYJr 109Ar \-Ad ' / oar.FIRE•. ' •. wsuRF Nt"•`B93l -298 40____ nr EXIST.3/4"WATER . „A E 4 _ - HYDRANT / --- 1,Xra1D --_.____^ - WjTER METER SIZE' G \ NEW 4 QSE,C G\,E • US , D -—— 'Ti-DE DETERMINED AT WITH .K :., .n•STDV / A-CATER-BAT>;WAE.N,BLDG \FIRE DE••gi\ 1\\ RECYCIJNG f --OBEUUANT-AND11S IS IDENTI J I I \\ \ U' nt slopes''this �tamar) rIn p to 5 perce s a1e trre9 five \ Xecto ana l\eed Pia_Ins. size,.The nova 1n this unit. V\ 165� ills and acres m s the soils �\ \ unit i °and are 5 to Hover\iraverage anneaannual al, papateWn pas to 250 eet.T hes,the aver ne average .. — ve9 lion Is out 30{nc s F and E1eva do is ab melt 50 degree s. a layer Pre°ipitature is a .\60 to 200 da1,e the surfa° d,and „ , .,r ># tempera eason is areas whe d,rem°ve sow+r=,a�5 trees fists Ot disturpe depth are \ . ",• ��°s so r” frost-gee"Mk cor been hlghtyriai.Texture and c \ c t mM d subso{I paveCher soil oatetstan°es. Bow soils on _�.�_ .L an faced with° n short d teas°i hood _96X _ rep var,able with tare sma11 a rofluver is on tare "MEW s Srb�iP'-, \\ _ highly ed in this ur races and Xe s o{soils tha x :..err:,:.r, �. t� inctud nnant ter srnaU area wastes. �..� °' \tti^X a ,_ „It +. \ i ` gla6rated15 included aand other wooa ity e{{ectiveTosion w- s�arr cam urer I ,:... ,. Ins A wdust r cap of � t Pta w,b sa i �`\\'\ red vailable wat and the haZan the an oun _ t1 , rt'ib'7i' ' r �l$ (y �,,oe' P. ,r 'r•3.iby,_..� ^'',` °permea it{ty aria°e runoff dependent°soil.In some n e z. oe R.,z+' • Rtrv.tFt,,a+ \ th, are TxSs_ S� \ {zJ< t E r �,rY �\ cOOtin9 deP ar able."(heY or i.111n9°t t{a depth of mere /�� wit �� 1 0 �•z,'�+ ♦ h1Y cuttm9 s a — nr. , ; �* t �,,saKg9 are hi9 nCe and ater table n, aver\ r t. r RL91P `~ of disturba asonai high w r to Marc n a�nP 1 _ _ —_ .nag i � areas a s from N°�em{oe{09 landm9 a d ledc �. �`' d inche nalnty fill sites _' than 2 unit 1s Used used as — lso — \ \ \ , i C� \ �� 4, It is vils. —— \ , \�\ Ck1n9 areas a subclass T ro �l \\ \ `\ t ` \\ •` �- `"R"t fen zT% :::: Pa in°aPan lily �2EE \ �w1 L r9r rsr SOME _ tieldh map unit isF; \ \\ `\ 1 \ 1 \ �1 C, awncvr` ,7 . • ( Rtl �NIS TYPE \ ` \ \ '�,; \ 1 FaR VNIGH GRASS(' SHE SOIL- R©R�HEN�S CAI ,_c `\ ��\\ '�' i \•\ t ��_-- `:�, SIZE IS R� qF FILL SS CLEAR G�\ -7 i 11PIC TE V A 0 \ \ \• IS ENTIRE SI IZ WniI t gE \ r \ \ f THIS PHIS �, rr. \. ! `, F.,� VEGIj ASIDMEA I E, SE IS AB©uT ems\ l' Ry PE ,� {uE SI \ '4 \`���`\ \\ ,/ �` V E 1� $A `n 9<Pp\`\ \`\l$y\ \ \\ ; P'lr, X s" ro FAIR IMPERVIQUS. `� \ 9,Q \\ \ \ \ / TtPE 'Trio 2 % 48 ACRES) �o� ° R4;\ ) J \ R.E0.,,3� I 14''��G SF C2' ACRES \ Exsr w AREA : g69 SF p,g2 /f v 2b► k�\\ \, ' _- GRASS - I i( II ITA:././t.wiSleltEolous [� 3' . -M1 (75 �cw 1r \ t1YDRY _ �'B ,+� \ \ „,,,,,s/ r"-- , W \\\ \ i 509 501 )O I 1 TIYICT/2 } \ AIfIACORTES I U �•RIAL PARK •o�. ' * I 1—I ®\A L G 0 _ H % 3OTH ST. k BAY ,'` *.. �"(S6 � M� \\ .5Oit OTH 4 _ _ j b, MARINA `' ii tr.'1 Y`�iYY1 ilk, �!\ O .y-0„yarn• \ — 47 —i \ �,j4/4" M' illi_=a•d•••'trS-,1.-3.5.%'—• -- - eI'\.,\k\‘•A‘' _a N LOT`2A 'S \ - 4. 1 M r,Isrruc e,G7 yJYS \ . .IF..-."."irr"'" i ACR B r' . •RTH -..; ,. .wr•P40 / _ __ LOT L0T 3A ' / \ 111MP." IA% soo IF PPE FLOW S.4%' rl 0 yrFl+�L \ WY ',:-;74";(''''5:1 ::;:2 ":4-4#0;:4";'4?,...);:':''":-; '.6;;. --- ,,‘ ., IstkiV:--: SLO•. I3E2.211‘ (averog k‘ vow I .7------- ----, ....=,.....„.........„,;;,' ,••.y. ,...'"-"."7,:-;'''''.--:•:77".77,77.77-7:7•7," ,i'T 614,* 7_____T__7_ , ,,,,, ..,.7...-_.•••=7_,,,L.__L________f%?..'. •• : ,„ma s , 4;: :',";,'777"-- -4---Ter-%-.- k:: aHE-Hr Homo v- yr • � 608 ,, StigL' n ..2..:; v SOIL TYPE y 59•,z(:} ';:f`s5'- BOW ' ` MYD GROUP D �� 679 .613 605':601': '}-13 ;.;�,lif o �<'ffi"..i"14 1,'l1-:*:•.'.ST�� r,: / .\\:miii 'F) / 1 Allii.11 1 - ':':.' '''—:,,-.40 k- , `'74tr , .,",i„,:-.'':;,,:i. j,in,...., ,„,4 iii _ '\N!.. \ i . HWA te„ _ _: - ,~1 .. - 1ATTACHMENT A Sw\"^ t., ' __ , ,_ , . , , ,,,,,,,,,,, \ , , ., ___ _... .._ _% ,__----4 / ., „ '\ ) 1 , , , / , r , / Ex P1T2.69 I )/!/ // / / / / t 1:1::///' /' / ' S..I1 .4 / 3`?�23 / /! t i / 1 / / 0 a i 4 V / \ K V Li \ / ¢ \ \ 4�_Q /6XISt.1 �.116.6i) \ \ / II / A6„Esr, ,o, • j \ I \ Ems•:t07.5 L 50� / ,r ELE'1w / 7/ ,1 1 /ad% \ /\ t ou '/ 1 P \,�Ej i E%l5ti'. gT.SOC81p �! o\�,1ER /' j\ Iia• pw .I ei \ �t\a // ./ 1 I a,,,%%,,,55 L6 �. 'X IIM jj �^��Q1t 3`B \ �i ( A i1 VA�ER Z �1�+"� \ SOCK \ �� 5T V, + "� ' \ --- y` 1` lw CAP E Ii5.55. CAS' pM 0,0E.} �S y. 1&9t'-� �da7'C ,Q\ I EXtSS.E lo3?gb?3 / ,NU.EEC w i 65% "'\ E1LY'`tp1.7d \��@ "��� •l. p //MM` 'E (/ y�! rtiy {� \ )gates :,1te.os \ / \ �j tfy yE sEovE=Deus °`, ' �'' \\ cp, .. Y. \ 111 \ ESL,. EAST n4 . 1 \\ \ \ \b' �`\` ` , ` \ / ../ �► 2 \ '' \\\ •/\ t ��\ \ RtM E-£VV s9821" (�c, —_ - ' \\\„ \\0'k\\ \ tN \\ ` \aH 6<e''w'0,0. .. ue M.. 1�. •,__. \\� yam•\ \ Q \ `\\ I ate.9601, log \ \\\\\,,,,,‘ \ '4,.,-.\— �' 1 �� f \A\ BACKWATER CALCULATION SHEET From DOE Manual Section III-2.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 wet Hyd Barrel Fric- Entr Entr Exit Outlet Pipe Outlet Inlet Peri Barrel Radius Barrel Vel. TW tion HGL HGL Head Cntrl Segment Q. Ingth Pipe "n" Elev. Elev. meter Area R Vel Head Elev. loss elev. Elev. Loss Elev. CB to CB cfs ft Size value ft ft ft sq. ft. ft fps ft ft ft ft ft ft ft out 1.000 16.500 20.000 18.000 0.010 95.550 95.880 4.712 1.767 0.375 9.337 1.354 98.550 0.289 98.839 0.677 1.354 100.870 1.000 2.000 16.500 259.000 24.000 0.010 96.730 98.210 6.283 3.142 0.500 5.252 0.428 100.450 0.809 101.259 0.214 0.428 101.902 r; 2.000 3.000 8.340 248.000 18.000 0.010 98.210 101.300 4.712 1.767 0.375 4.719 0.346 99.421 0.917 100.338 0.173 0.346 100.857 3.000 4.000 8.340 139.000 18.000 0.010 101.300 102.780 4.712 1.767 0.375 4.719 0.346 103.156 0.514 103.670 0.173 0.346 104.189 4.000 5.000 8.340 165.000 18.000 0.010 102.780 103.500 4.712 1.767 0.375 4.719 0.346 103.850 0.610 104.460 0.173 0.346 104.979 16 17 18 19 20 Inlet Appr. Bend Junc. Cntrl Vel Head Head HW RIM Elev. Head Loss Loss Elev. ELEV. ft ft ft ft ft BAY 97.905 0.426 0.009 0.000 100.450 103.73 99.760 0.346 0.007 0.000 99.421 106.39 103.325 0.346 0.007 0.170 103.156 107.3 104.806 0.346 0.007 0.000 103.850 109.53 105.525 0.000 0.000 0.000 104.979 105 TOP or GUI.vt CITY OF 0 NOT REMOVE co Y CORRECTIONS REPORT cos_ wilding codes 293-1901 ANACORTES C.3 Fire codes 293-1925 ID Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR I PERMIT NUMBER ADDRESS I DATE,s 0 ir4a 1:1 NOT APPROVED FOR COVER Li NOT APPROVED FOR OCCUPANCY OR USE AkCORRECTIONS NEEDED ›cSTOP WORK f-3-\roe \szi aci .` c -A provk NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECTOR - - - ��' — \� , AF 9812280037 V21 P101 A) \ \ 9 O (TRACT N0. 2 Co,'Tc� \ PLATE N0. 11) S co,,,„..\ -3 P-L`""") . . eilito,i_ ,J) ,„ , °',, , -f-, SURVEY ��.�; A AF #8404170040 �'' _ " r 52 Lets G a� i ,,dza,;,,,7"/ PTN 4 4 SURVEY /(4d-''''''' '..t..i-i'''r----') AF 9006180062 ,o TRACT C d'p> P33187 4 S/ A\ A- 95- 003 I• 1► ABANDONED ROW STREET B UNOPENED ROW 0 e \ \ \ P110454 r) C) IIL \ 4411,1,0 -cc- , \ \ \ \ \ \ \ 0 \ D . \\\ \ ov•,--- \ \ , \ \ W 20' UTILITY EASEMENT (AF#97082501 5) 8” \ \ ----- \ \ \•••.-......... \. \ \ I \ \ ,„, •----...... mallial. , - •c.,--.-, 0 •--.. \ I :‘ ,,- ' 1":\1 NV. • 8' \ \ 4-111-1- 1 8'' ID r! 20' UT I Lj,TY--EASEM ENT- , ---- 8”—a----w 1_ , Ay_lets , , ,\ .2, ,I77 1 .88,,IPSI L i /, 0 Ei I I ' •\ I \\ 1 C-27:** ---- , \\ \ C\ „ ,I INV. 8. / .'.\ ( \\ 1NO \ \ .\ , , t , € \ \\ t I I 1 i 1 t \ i t / - / /, \\ 3 i / \ .. —I Pei 1735„, ,,-- ) .0 ra \\ r \\\4. • \\ \\. i 3 \ \I- - 1 El IPPIP4 1/If Alkilik •. \ ,-•••-- i.„.„,,,,,,4t,,,,,,L,24-v3_02:-E , . ...• , . , . . i i • CITY OF ANACORTES BUILDING & PLANNING DEPT. GRADING AND FILL PERMIT NO. LAND DEVELOPMENT PROJECT NO. Site Address: H OC\ 3 Applicants Name: WOO LA Address: \ \'A9 City: c,U State: U- Zip Code: (A t \ Phone: 30o-`3 Assessors Account Number: Legal Description: Lot: Block: Addition: Date to Begin Work: Date Work Complete: *********************************************************************************** Contractor:0 WtiQr\__ Phone: Address: License No. Exp. — Engineer: _ --s.,�..��..--� Phone. 2 -veo Address: 360& Q ov-�Q( ��.c...` _ License No.: Exp. Soils Engineer: Phone: Address: License No: Exp. Engineering Geologist: Phone: Address: License No.: Exp. Description of Grading Work:r • �-�- c Stage Grading () Regular Grading Xc Supervised Grading () Depth of Cut Max Excavation Cubic Yards cQ( SO 0 y Destination Of Cut Material and Route: J S\-- -- Height of Fill Max: ?-c2-'\. Fill: Cubic Yards Source of fill Imports & Route: c-u-42-Ce--(4YC- 3 t1 C\ 1 1 / l • (Office Use) (circle one) Department Heads Inspection Required Yes No State Division of Highways Inspection Yes No As-Builts Required Yes No Grading Plains Required Yes No Pre-Site Inspection Required Yes No Deviations From Grading Ordinance: *********************************************************************************** (Department Approvals) (circle one) Engineering Yes No Attach Comments Public Works Yes No Attach Comments Fire Yes No Attach Comments *********************************************************************************** (Fees) Grading Plan Check $ Date Paid: Receipt Number: Grading Permit Fee $ Date Paid: Receipt Number: This permit authorizes only that work described hereon> Neither the issuance of this permit,nor the compliance with the provisions hereof or with any conditions imposed by this permit shall relieve any person from responsibility for damage to other persons or property nor impose any liability upon the governing agency for damage to other persons or property. All attached addenda are a part of this permit. All modifications of this permit or of the approved grading plan must be approved by the CITY. I hereby acknowledge that I have read this application and state that the above is correct,and that all excavation,grading and tilling of land shall be in accordance with the approved plans,and that I am familiar with the applicable grading ordinance. In consideration of the CITY issuing this grading permit,the permittee agrees to comply with all provisions of this permit including the standard conditions and special conditions in back of this and attached hereto. This permit expires 90 days after issuance except that permits issued for land development projects shall expire 12 months after issuance of the grading permit. Written time extension request will be accepted together with a$10.00 EXTENSION FEE PRIOR to the expiration of the permit. The expiration DATE is , 19 Signature: Permit Issued By: (Authorized Agent for Permittee) Date Permit Issued: FILL IN ALL BLANKS. IF NOT APPLICABLE, ENTER THE WORD "NONE" ° -%:"C ' C3 City of Anacortes Permit#: BLD-2002-8130 904 6th Street Issue date: P.O.Box 547 Expire date: 09/23/2003 G :: Anacortes, WA 98221-0547 �1i11r►�' '' (360) 293-1901 Job Address: 409 30TH ST ANACORTES WA 98221 APN: Permit Type: Gradin Perrryt — Project: Remarks: Site grading for boat storage yard per plans Applicant: WILLIAM WOODING Owner: WILLIAM WOODING Address: Address: 11497 HAVEKOST RD ANACORTES WA 98221 Phone: 293-7332 Phone: Contractor: LAKE ERIE TRUCKING Addressr: 251 ROSARIO RD ANACORTES WA 98221 Phone: 293-7332 License#: General Information: Fees: CUBIC_YARDS 2500 Grading Plan Review Fee 49.25 Grade and Fill 223.50 Total Calculated: 272.75 Deposits/Receipts: 0.00 Total Due: 272�75I 61/ I \e i t �► / • \ • I \ og THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. Applicant Signature Issued by PAGE 1 OF 1 Engineering Department . y 904 6th Street PO Box 547 Anacortes, WA 98221 Phone 360.293.1920 $441401,447 Fax 360.293.1938 Cc'it` E-mail engineering@cityofanacortes.org Website www.cityofanacortes.org ENGINEERING PLAN REVIEW FEE ASSESSMENT OWNER: SITE ADDRESS: PROJECT DESCRIPTION: PROJECT VALUE: BASE FEE TWO PERCENT OF PROJECT VALUE TOTAL ENGINEERING PLAN REVIEW FEE DATE PAID RECEIPT NO. C:\WINDOWS\TEMP\Engineering Fee Assessment.doc a ( ) n HERRIGSTAD ENGINEERING PS Civil Engineer 3001 R Avenue,Suite 210B Dale Herrigstad,P.E. Anacortes,FWA98221 (360)299-8804 BAYSIDE BOAT STORAGE 30T"AND "V" PLACE WATER QUALITY CONTROL PLAN & DRAINAGE ANALYSIS CITY OF ANACORTES August 5, 2002 Revised September 3,2002 Job # 285 Prepared By: Dale K. Herrigstad P.E. ,1 .y...vi.E.kkt �eo Gov wnsi.J4c�>,I 4 A I 27`$7 o Rsbrsrztt° ce s-v670NAL St4C3 1 EXPIRES:6/02/0 Owner: Lake Erie Trucking 13540 Rosario Road Anacortes,WA 98221 2 PROJECT DESCRIPTION INTRODUCTION The following_Water Quality Control Plan will analyze the water quality and detention issues as required by the City of Anacortes Storm Drainage Ordinance No.2441,Section 12,for the Bayside Boat Storage Yard and.building_to be located atthe corner of 30th and"V" Place. The site is 2.48 acres of undeveloped historically dredge fill site. The report will investigate the capacity of the downstream storm drainage system as it flows to Fidalgo Bay east of the site to verify the capacity to convey this developed site in addition to the existing drainage basin. We will also investigate the capacity of the water quality s_wale_located along_the traiLcorridor just west of this site to provide the required water quality treatment for the proposed site. SEE ATTACHMENT B. Legal Description of Property: Lot 4 of Short Plat Number ANA 95-003. Situated in Skagit County,Washington. The owner is: Lake Erie Trucking 13540 Rosario Road Anacortes, WA 98221 (360)293-7332 Attn: Bill Wooding EXISTING PLAT SITE CONDITIONS The site is 2.48 acres of undeveloped land in an industrial zoning area. The site is fairly flat with a slight slope to the west toward an abutting rail corridor that is presently abandoned and owned by the City of Anacortes_ 30th Streetand"V"Place flank_the property on the north and east sides and an existing manufacturing building is located to the south. The site was recently graded and brushed but prior to that the site is covered with gravel surfaces,fill dirt piles and poor covering of grass,weeds and blackberry bushes. There are no buildings on the site or with-in 15 feet of the property lines. The soilis classified as Xerorthents,hydrologic group C,according to the Skagit County Soil Survey (see attachment A). The site is about 41% impervious either with gravel base,fill stockpiles or asphalt grindings stockpile. The vegetation on the site is grass,weeds and some brush. See the attached existing conditions site plan(attachment C). DEVELOPED PLAT SITE CONDTTIONS The site will be developed for boat storage and some future indoor Ind ustrial use not yet determined. To facilitate large boat storage(30'to 55'yaghts),the site will be graded fairly level,2% maximum interior slope,with an access entrance adjacent to"V" Place directly across from the boat ramp. The site currently slopes to the west and the same slope will be maintained to carry all site drainage to the west and utilize an existing drainage swale along the railroad that flows to the north. The goal is to provide water quality treatment along the future trail corridor swale. The City has given preliminary approval for a combined swale as long as this report supports its ability to provide the necessary water quality treatment. Background Computations for sizing Drainage Facilities. The first step of this report is to analyze the capacity of the down stream drainage system to convey this proposed site in addition to the entire 16.59-acre basin to Fidalgo Bay. See Attachment D identifying the basin in addition to the downstream drainage system. The goal is to determine if the capacity exists in the downstream system to convey this sites 100-year storm event un-detained. Following the downstream analysis we will determine if water quality treatment can be performed in the water quality swale in the trail corridor. 3 Design References and software Development Code: City of Anacortes Storm Drainage Ordinance No.2441 Design Manual:DOE Stormwater Management Manual for the Puget Sound Basin,1992 Modeling Software: WaterWorks Software for Hydrology Rainfall Model: Santa Barbara Urban Hydrograph Method Design Storm Hydrograph Type 1A,24-Hour event Soils information: SCS Soil Survey of Skagit County,1989 "30th Street Basin Analysis: Attachment F identifies.the 16.59 acres basin and sub-basins draining to their respective storm drain inlets of the main storm drain run down 30th Street. Each sub-basin was considered 90% impervious. The Basin boundary and Tc route are shown on Attachment D. The-soil types for the entire basin are Xerothents,Hydrologic group C as shown in attachment A. 30Q feet_sheet flow through paved and gravel surface @ slope=3.5% 258 feet shallow flow through paved and gravel surface @ slope= 3.5% 384 feet shallow conc.flow through ditch @ slope=0.5% 936 feet conc.pipe flow @ slope=.29% Tc=17 Minimum Tc= 0.42(n3L)°•8 Or T=L/60V Where VZ k(So)1/2 (P)0.5(s0)04 Te 0.42 n L P2 s K Tc= T T1 0.42 0.011 300 1.4 0.035 3.53 12- 0.42 258 1.4 0 035 27 0.85 T3 0.42 384 1.4 0.005 15 6.03 T4 936 1.4 0:0029- 42 6.90 T total= 17.31 SUMMATION: PERVIOUS IMPERVIOUS A CN A CN TC EXISTING 1.66 90 14.93 - 98 17 RUNOFF CALCULATIONS: Design will use the Santa Barbara Urban Hydrograph Method(SBUH). Rain distribution type 1A. Precipitation) 100 yr. 3.1 inches The summery of the peak flow output is as follows d. Peak discharge Runoff calculations were performed.using WaterWorks Software for Hydrology. Output Information Peak Flows(cfs) NORTH BASIN 100 YR. 1Puget Sound Stormwater Management Manual Isopluvial Maps Appendix AIII-1.1,page III-1-43. 4 EXISTING 9.16 cfs The following are the computer results for the above: BASIN SUMMARY 100 year storm event for basin SBUH METHODOLOGY TOTAL AREA • 16.59 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION_. . .. 3.10- inchPc_ AREA._. 1._66 Acres 14.93 Acres TIME INTERVAL • 10.00 min CN • 90.00 98.00 TC • 17.31 min 17.31 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.0110 p2yr: 1.40 s:0.0350 TcReach - Shallow L: 258.00 ks:27.00 s:0.0350 TcReach - Channel L: 384.00 kc:15.00 s:0.0050 TcReach - Channel L: 936.00 kc:42.00 s:0.0029 PEAK_RATE_ 9_1A_ cfs_. VOL.:. 3_8.6_Ac-ft TIME: 480 min DRAINAGE SYSTEM CAPACITY We will show the basin divided up by sub-basins and the flow into the storm drain system from these sub-basins. The sub-basin flows will be determined by the percentage of each sub-basin areas dividing,up the 9_16 cfs flow_ See attachment D. The drainage system and inlet nodes are shown on Attachment E. Basin# Area % of Flow Accumulate basin d Flow 1 2.33 14 1.29 9.16 2 3.84 23 2.12 7.87 3 2.95 18 1.63 5.75 4 5.38 32 2.97 4.12 5 2.09 13 1.15 1.15 The attached Backwater Calculation Sheet conservatively considers the entire flow through the drainage system from"T" Avenue east to the bay. The outfall will be considered at high tide andaTail Water elevation of 104'for the datum used. The outfall invert elevation is 102.05'. The basin flows easily pass the drainage system as shown in the Backwater Calculation Attachment F. WATER QUALITY ANALYSIS BIOFILTRATION DESIGN: Water quality treatment will be provided utilizing an existing swale(ditch)along the existing rail corridor sloping to the north and terminating at an existing storm drain inlet at 30th Street.The proposed trail will have a drainage swale along its eastern boundary the entire length of this site. The only drainage entering this swale will be from the proposed boat yard. The Whispering Winds property just south of the Boat Yard drains to the trial corridor then to south with the high point being between the two properties. The boat yard drainage system will drain to the swale with approximately 400 feet of swale until it reaches the storm drain pipe at 30th Street.Our proposal is to re-grade the entire ditch along the trail corridor the full length of this site to 30th Street. Water quality treatment will be provided for the 6-month storm event as provided for in the DOE Manual. The flow for the two-year storm from this developed site is as follows; Total site area=2.48 acres. Total impervious=2.30 acres CN=98 Total pervious=0.18 acres CN=90 Time of concentration; Flow paths 150'sheet flow over asphalt at 2% 30'conc.pipe flow Tc= 0.42(n,L)°•8 Or T=L/60V Where V2=k(S0)1/2 (p2)0.5(S )0.4 Tc 0.42 n L P2 s K Tc= T Tl 0.42 0.011 150 1.4 0.02 2.53 T2 0.42 30 1.4 0.01 42 0.12 T total= 2.65 I will use a minimum Tc=10 Precipitation 6 mo. 0.92 inches(66% 2 yr) 2 yr. 1.4 inches 100 yr. 3.1 inches Input information PERVIOUS IMPERVIOUS A CN A CN TC UN-DEVELOPED 1.89 90 .59 98 37 DEVELOPED .18 90 2.3 98 10 Runoff calculations were performed using WaterWorks Software for Hydrology. Output Information Peak Flows(cfs) 6 month 2 yr. 100 yr. Undeveloped - 0.28 0.92 Developed 0.36 0.61 1.47 Volume 5,952 10,018 24,394 BASIN SUMMARY from WaterWorks Software for Hydrology. 100 year existing storm event SBUH METHODOLOGY TOTAL AREA • 2.35 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3.10 inches AREA. . : 1.76 Acres 0.59 Acres TIME INTERVAL 10.00 min CN • 90.00 98.00 TC • 27.46 min 27.46 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 195.00 ns:0.1300 p2yr: 1.40 s:0.0128 TcReach - Shallow L: 80.00 ks:27.00 s:0.0125 TcReach - Channel L: 25.00 kc:17.00 s:0.1250 PEAK RATE: 0.92 cfs VOL: 0.45 Ac-ft TIME: 480 min 2 year existing storm event SBUH METHODOLOGY TOTAL AREA • 2.35 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 1.40 inches AREA. . : 1.76 Acres 0.59 Acres TIME INTERVAL 10.00 min CN • 90.00 98.00 TC • 27.46 min 27.46 min 6 ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 195.00 ns:0.1300 p2yr: 1.40 s:0.0128 TcReach - Shallow L: 80.00 ks:27.00 s:0.0125 TcReach - Channel L: 25.00 kc:17.00 s:0.1250 PEAK RATE: 0.28 cfs VOL: 0.15 Ac-ft TIME: 490 min 6 month DEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.41 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPEIA PERV IMP RECIPITATION • 0.92 inches AREA. . : 0.18 Acres 2.23 Acres TIME INTERVAL • 10.00 min CN • 90.00 98.00 TC • 10.00 min 10.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 150.00 ns:0.0110 p2yr: 1.40 s:0.0200 TcReach - Shallow L: 30.00 ks:3.00 s:0.0100 TcReach - Channel L: 165.00 kc:42.00 s:0.0050 PEAK RATE: 0.36 cfs VOL: 0.14 Ac-ft TIME: 480 min 100 YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.41 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPEIA PERV IMP PRECI'ITATION • 3.10 inches AREA..: 0.18 Acres 2.23 Acres TIME INTERVAL • 10.00 min CN • 90.00 98.00 TC • 10.00 min 10.00 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L:104.00 ns:0.0110 p2yr:1.40 s:0.0200 TcReach-Shallow L:253.00 ks:27.00 s:0.0100 TcReach-Channel L:165.00 kc:42.00 s:0.0050 PEAK RATE: 1.47 cfs VOL: 0.56 Ac-ft TIME: 480 min 2 YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.41 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPEIA PERV IMP PRECIPITATION • 1.40 inches AREA..: 0.18 Acres 2.23 Acres TIME INTERVAL • 10.00 min CN • 90.00 98.00 TC • 10.00 min 10.00 min ABSTRACTION COEFF: 0.20 TcReach-Sheet L:150.00 ns:0.0110 p2yr:1.40 s:0.0200 TcReach-Shallow L: 30.00 ks:3.00 s:0.0100 TcReach-Channel L:165.00 kc:42.00 s:0.0050 PEAK RATE: 0.61 cfs VOL: 0.23 Ac-ft TIME: 480 min Treatment is for the 6 month developed storm event or Q=.36 cfs. Assume swale depth of 4" (y=.33')and side slopes of 3:1 (z=3) n=0.07 for tall dense grass Bottom slope s=.5% The swale shape shall be trapezoidal b= [Qn/1.486xy^1.667xs^0.5] -zy b=0.52' A=bxy+zxy^2 7 7 A=.51 ft^2 V=Q/A = .71f/s <1.5f/s OK Swale velocity with a bottom slope of.5% =.71 fps Minimum Swale width=.52' Minimum length of swale=200 ft Swale provide is 400 If at 0.5% Residence Time of swale=400 ft/ .71 fps=563 seconds(9.4 minutes) For a Q=1.47 cfs for the 100 year storm event in a 2'wide swale the depth of flow=.47 ft. Check Dam protection for the biofiltration swales will be provided when the velocity exceeds 5 fps as required by the DOE Manual. The 100-year storm event will produce a flow of 1.47 cfs at a depth of 0.47 ft in the 2 ft wide swale. V=Q/A=1.47cfs/ 0.94 sq ft=1.56 fps<5 fps. No check dams are required. Rip/rap inlet protection to the swale will be provided. OPTION B-WET POND FOR WAl•ER QUALITY CONTROL Water quality treatment could be provided using a wet pond located along the central west property line of the proposed site. Water quality treatment will be provided for the mean annual storm event as provided for in the 1992 DOE Stormwater Management Manual Section III-4.4.2. The wet pond will have a permanent depth of 4'. The mean annual storm event will be determined using 6 month developed storm event where: Peak rate of flow= .36 cfs Volume required=5,952 cubic feet Vr=5952 cf The calculated wet pond volume will be 5952 cf Design pond bottom area at elevation 44, Apt =378sf (63x6) Design pond top area at elevation 48 Atop =2610 sf (87x30) Vb=h(A1t+Ak,p)/ 2 = 4ftX(378sf+2610sf)/ 2 Vb=5976 cubic feet=5952 cf required. We will use a water quality pond that is 63x6 bottom with 3:1 side slopes,4 feet of dept to the high water mark for a 87x30 surface dimension. The pond will have 1 foot of free board. Sedimentation Control during Construction: Sediment will be controlled through the use of the swale and a silt fence dam during construction. Once the site is stabilized the swale will be seeded or lined with sod depending the time of year and weather conditions. 4. Runoff Control: The proposed measures for controlling runoff and erosion/sedimentation during construction activities will be accomplished with silt fencing located along the down slope edges adjacent to the streets around the perimeter of the property. Also a swale will be graded along the west side of the property that will receive the majority of the off site flow. This swale will be provided with silt and straw bail barrier to provide silt interception. In addition erosion control will be provided for with provisions to cover exposed soils after final placement or in such circumstances that weather dictates immediate action. Erosion and sedimentation control plan and notes describing in detail the exact timing and placement of erosion control features are fTh provided for in the construction drawings in accordance with King County and DOE recommendations and the notes are as follows: 1. The implementation of these Erosion and Sedimentation Control(ESC)plans and the construction of these ESC facilities are the responsibility of the Contractor until all construction is approved. 2. The boundaries of the Bearing limits shown on this plan shall be dearly flagged by a continuous length of construction fencing,prior to construction. During the construction period,no disturbance beyond the dealing limits shall be permitted. The Bearing limits shall be maintained by the Contractor for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters,drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period,these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions(e.g.,additional sump pumps,relocation of ditches and silt fences,etc.). City Engineer can require additional measures if there is evidence of an erosion/sedimentation problem. 5. The ESC facilities shall be inspected daily by the Contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season(Oct. 1 to April 30)and of monthly reviews during the dry season(May 1 to Sept.30). 6. Any areas of exposed soils,including roadway embankments,that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods(e.g.,seeding,mulching,plastic covering,etc.). 7. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15)days. 8. At no time shall sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 9. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures,such as wash pads,may be required to ensure that all paved areas are kept dean for the duration of the project. 10. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function ultimately as an infiltration system,the temporary facility must be graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 11. Where straw mulch for temporary erosion control is required,it shall be applied at a minimum thickness of 2 to 3 inches. 12. Two weeks prior to the beginning of the wet season(Oct.1),all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City Engineer. The City Engineer can require seeding of additional areas in order to protect surface waters,adjacent properties,or drainage facilities. 13. Seeding and Fertilizing shall meet the requirements of Section 8-01.3(4)of said APWA Standard 9 Specifications. 14. Contractor is to protect all existing and proposed(immediately after construction)storm sewer inlets with filter fabric fences or gravel and wire mesh filters. 15. All Streets shall be kept dean by daily cleaning of roadway during construction with truck traffic or more frequently,as needs dictate,per City Engineer. 5. Maintenance schedule: See the attached appendix A to this report for maintenance schedule. 6. Surface and pertinent subsurface water flow: The site will be 92% graveled surface,3%building and 5% landscaped. Surface flow will be across the graveled(crushed rock or asphalt grindings)surface and collected in the drainage system as described above. The soil characteristics are dredge fill material. The site is approximately 17 to 20 feet above the high tide. Fidalgo Bay is 330 feet to the East. There is no indication of high water tables that will effect the flow characteristics of this site. 7. LPSP Compliance: See the attached LPSP. 8. Other Provisions: Storm Drainage Ordinance,No.2441 Section 7: General Design and Construction Standards A. There is no concentrated surface water drainage paths entering this site. The natural drainage discharge point for the majority of the site is the drainage ditch bordering the west side of the property. A small portion of the perimeter of the property will sheet flow onto adjoining streets on the north and east. This design will direct a majority of the site flow to the west to the existing drainage ditch. A small portion of the flow will sheet out at the entry point onto"V" Place where the access road grade transitions into the site. B. Open channel swales will be used to convey storm water along the western side of the property. The southern end of the swale is the high point of the swale such that the depth of flow is 0. The northern end of the swale the flow for the 100 year storm will be.47 ft as shown above in the biofiltration design. C. Closed drainage system analysis. The maximum flow will be 1.47 cfs for the 100 year storm event. An 8 inch pvc pipe flowing full at 0.5% has a capacity of lcfs. All interior pipes on the project will be 8" pvc and the pipe leaving the site into the city railroad right of way will be 12" cpep. D. All drainage easement to be granted to the City will be 20'in width. All other easements less than 20'will be private and the responsibility of the homeowners association. E. A rock protection at the outfall will be provided at a distance of 8'beyond the outlet. The rock lining will comprise of quarry spalls 1'deep in a swale with a bottom width of 2',3:1 side slopes and 1 foot deep. F. The general notes will include a requirement for tracer tape placed a minimum depth of one foot above all non-metallic pipe. G. All rooftop and footing drains will be tight-lined to a storm drainage system. H. There are no private properties down hill of this property that would receive discharge from this site. I. All impervious areas of the development will be connected to the drainage conveyance system. J. There will not be a detention pond on this site. K. All site generated storm water runoff is being conveyed to a public storm conveyance system. L. There will not be a detention pond on this site. M. There will not be a detention pond on this site. 10 N. Maintenance of the drainage facility on this site will be the responsibility of the property owner. Section 8: GENERAL WATER QUALITY STANDARDS There will not be a detention pond on this site. Section 9: GENERAL WATER QUALITY STANDARDS A. An oil/water separator is incorporated into the lowest catch basin to provide for spill control. B. Storm and surface water treatment will be provided as designed in section 12.4 above. C. Treatment is provided for using the six-month,24-hour return period storm as shown in section 12.4 above. Appendix A KING COUNTY,WASHINGTON,SURFACE WATER DESIGN MANUAL MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITY t-{,S A.)Biofiltration Swale Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Biofiltration Sediment Sediment depth exceeds 2-inches No sediment deposits on grass swale Accumulation layer of the bio-swale,which would on Grass Layer impede filtration of runoff. Vegetation When the grass becomes excessively tall Vegetation is mowed or nuisance (greater than 10-inches);when nuisance weeds vegetation is eradicated,such that and other vegetation starts to take over. flow not impeded.Grass should be mowed to a height between 4 inches and 9 inches. Inlet Outlet Pipe inlet/outlet pipe clogged with sediment and/or No clogging or blockage in the inlet debris. and outlet piping. Trash and Debris Trash and debris accumulated in the bio-swale. Trash and debris removed from Accumulation bioswale. Erosion/Scouring Where the bio-swale has eroded or scoured Bioswale should be re-graded and the bottom due to flow channelization,or higher re-seeded to specification,to flows. eliminated channeled flow. Overseeded when bare spots are evident. -------------"•••••••-•- . ------ "'Ph°02-PhIP"Pa" .„........„,„ , •„ i-i ..,'', 'k:'' I-'- •'' • l'•.' D55tiO — ' ,; 1 • ..44,.* c ‘. 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' -" 1 ,., ilikl!, _ — - _ —.. , 370 ' - Soil Survey Sk TABLE 16.--WATER FEATURES--Continued Flooding High water table Soil name and Hydrologic map symbol group Frequency Duration Months Depth Kind Months Ft 153, 154, 155 C None �- --- --- 1.5-3.0 Perched Dec-Apr Vanzandt 156*: Whistle B None --- --- >6.0 --- --- Fidalgo C None --- --- 2.0-3.0 Perched Dec-Mar Rock outcrop. 157 B Rare --- --- >6.0 --- --- Wickersham 158 B None --- --- >6.0 --- --- Winston 159 A Rare --- --- >6.0 --- --- Wiseman 160, 161 C None --- --- 2.0-3.0 Perched Nov-Apr Wollard 162*, 163*, 164*: Wollard C None --- --- 2.0-3.0 Perched Nov-Apr Springsteen C None --- --- >6.0 --- --- 165 C None --- --- >2.0 Apparent Nov-Mar Xerorthents * See description of the map unit for composition and behavior characteristics of the map unit. rrL-1 ME-AiTA SILT FENCE AM k0\� ` / \ `\� !`� IN DITCH \ 0 0 \ 1 Ea'Isf.ssM \ ..... D'X6'SAOOL. �� _ I 1 �`SS SIO BOTTOM BEFO \ us' 1 ` \ cb� \ EE INLET \ ARMING S IlIIIU� r �ELTa8D023'24'30' SEE DETAIL SHT\Cl \ \ •ARMING u r 1\esD` IV d L= 177.39' N \ \\ �` R��'1�1R- UTURE , \� D_T FENC I�, .fi ENT `,� �20' '5' X 40' •'SS SIDE\ CURB LINE AS �•: �F, SIDE SEWER i \ ,\ I p,I 1 A FICE \ DR EXPOSED SODS �j cTr DOTE \ LEGEND Rows • OQ�DOOI` (�Sn1N PEITENTIAL E STREET AT\osz \ -�\- dLE- — ` `\ '� FENCE X X X nR�, 14' TE ' \ DELTA 22'4.40' \ \ \ ITk]iLA `o \ \ R=480.0' GAS G \ \ .p \ \ A A • \\\ L 19L24' \ EX ' -_ UNDERGROUND \ ,'T. \ \ \ \ \ ! .T. SOMH SDE4. `,POWER UGP \ 9„`' �, \ \ \ \ \ \\ �/ SANITARY SS , `�� \ \ \ \ SD SEWER 5O \ /� ‘ I \ \ /4,- \� \\ \ STORM \ "PH M1ti;F CURB- :''NS I _ \7 _ -_ SEWER SD \ \ t11 ALONG��IIEST Y'._.-- —� — _ \rT�. O�� SDI\ /--`�AIN BWNDARI� „ \ -- t t, AIM W \ \ },gib` \ ,. ( 1). \ 20'FIRE ACCESS P• - � �� =ORB [B © NEW PERI TER FE \•���! \ 1._ '}s�\•- _ _ CUT •SD SSW' O \ �: 30'RAD1 �\ Mi- SSMH vFH2 A IE511APE LOST.DIfCN � �\ RfM E4EV=lI5.MB WWGV ET ® MET l o f1<SLOPE \ \ i —T——'——�— r— T——T'—'fir —T—�——! —r— 1——T—T�'T�r ��� 1 \ I I I I 1 1 11 1 I/ I TOTAL SITE 107,876 SF 2.48 ACRES \ \\ ��\ I i I I I I K I I T ` - \ IX �A� RAG 30'IIA➢ \ RII TOTAL EXISTING IMPERVIOUS AREA = 26,969 SF �'` �\`IIF. I I yl I45' I I I` I I I �-- \' —�'' TOTAL IMPERVIOUS 100,259 SF 2.30 ACRES m■av \I I I I >> i �. I I I I I I, TOTAL PERVIOUS (LANDSCAPING) 6,264 SF E IvdrroN „00L"`A "�\,� I I�� I I I I I I ( I I) :'.i 1 IEPrsr. 0.12 ACRES 5% REQUIRED OR 5,394 SF '" .!Il — __ _—L L_ _ 1 L L_ I —1__1 \, ',r PROPOSED LANDSCAPING WILL INCLUDE ROW \ \ �� ° �'vDal1 lAsE \\ �'30'RaD� / ��i ir ,„,____ SURFACE Wi E' \ \ ,���\' COPACTED ASPWLT ra.'uu n \ N pi SEC u'�4, / .„) 48S' L/ NEW PERI TER FE P" Z malls r^w I�I� 5,25Y. SILT FENCE DAM \ / w+ N ~ ; IN DITCH S CTID o �� _ j,'' 'co_i_ PAII' � 1s1 " II / � I v_ II' I I iI I I I 1 I ITgI 1,917164 s s i , s BOTTOM BEFORE \D—D \ =� r t l I I g i I I I I�,�I IzD' 115 I I/ 12u I I� "�RE PIPE INLET /I • 30' ° cu SEE DETAIL SHT Cl �� V ?\ \. �_L 1 1 1 i_ 1 1 �E 1 1 11 1 1—I -1 t IL _ AN I will 21II r THIS PROJECT PROPOSES TI:\ kliS I _.,' GRADE THE sun ADJACENT Tq THE \\ \I — \ \ I it IXal RAILROAD TO A CQLSISTENT 371 SLOPE , BLDG.PLANS ANb — i RIM •I,.EXIST. TI THE BOTTOM ff THE DITCH, \ \ ���I -FIRf inES T I THE GRADING VILL ENCROACH INTO TTE o , % TO C HE Ai L T ^GR REAK ' Z CITY PROPERTY. 1N ADDITIDN TFE rpd�\ I DATE --A I5' CD T YAl v• PROPOSED VMAREHOUSE BUILDING .% THE DITCH AS SHOWN IN DETAIL A\ r ——— m o 90' X 220' (19,800�SF) g c \ 9d i ( 230'RaD FLOOR ELEV.= 1175 ( — 289 t'� - , 5L3' 4j YNEV PERIMET FENCE W�S a' `—'1��� — f� <1,8\ EXISSWB D!WATER . 20'FIRE ACCESS PATH W V—--—— wY \ L1]! \ 'EXIST.8 DI WATER,SD SDL•�� END OF ALE � / ;IBA: START 12.SD \ a EXIST. 20' UTILITY EASEMENT _ _ rr DN.EL.EVr IOW , �d �` EXIST.J/4'WATER 'EXIST.FDE „,. N$9"58'5"i4--29630___ .. HEXANE ---1p 11�p1°—- W TER METER SIZE' \ NEW 4,PE C G•' as —-- _. a -_ WITH U K pa ��'�' E' �- a —— -ItI-B�DETERMINED AT \FIRE DE•Kp ''\E RECYCLING - A LATER-BATIT!DEO,BLDG \ ` // -OOGUPANT ANO..LS IS IDEttT[+a: 1 \ es.Th+s map U/� 0 to 5 percetate;rre9etar in _ rthents. rains.pleas the Hatt this unit. ws An V and s on hllotse Sao 40 acresd irom t An sae h e annual Huai ais V N. \V swop ve9 as r h 5 1 ebQtf30\nee' f and the average ;s a „�.. Preef c,poatufe is about160 o go wheYe the suttee ,., + " WI n;;ois . Leos free 5e consists on h.10,4 dTieoffe and depth ate `-\ / rou .an tf su„°,.s -(hrs On ha0e bee material. N.M. K n crow and subsoil soil races. Bow soils on _0 2 _ _r replaced wrth1e w th othe in shoe bmalt areatuvents on t;°ire .0 hlY variab this unit a and xet°of soils tna ii 9= " `rr a w a \\ in"^" ;\ \ hrgtnctudedemnani terraa e smolt at waste ective ..�.kkiro.,, cam_ +ram _ , "= o taciated included nd other achy,ett i etOsion r°x :z� . +.,gr t 1 9 Oso dust a wake'cap rd° rat 1;�.•.: _ ~-*^-fw \= �. s. w war haza ou �r amp \ no.,,,sr �1. r Pta n with sa itable d the the am ' covered tow,ava runoil,an endent on d M some '- L °" 'cwsn,:+� \�"n ) r p.ress" I __...a�T`snu"+��. 3 a � Perinea th,surface ase deP of the so of more `� ,i�+°� \ 1�' �" — OP' gar pM )zs}...,..'_�` \\\ Ong deP b1e.�heY °r filling a depth -- L� ` a, ,as.a�' 1 rsze • I"..t roo i n,1 vans d cutting table is at unwed 30TKS \ tw)' +�A. are h g race an water March. d unP ;in r /} • " ( o �.n•z+ �'�i '._ of drsturba„anal brgh vember t° ndings an tetic I' rwsr. �, i �°�.as - y_ = a.or • v aka^24 Snches iron,mainl/ es to sites and ath r t f.- \ s unit 1s also s�t15 las ` \ \ t 1 \.sa r y Qarkln9 areas.It caPabiCdY subc (� �`l • i�, � \\\\ , f , \ 0, ` a`�s+ic ST ST\rur fields. map unit rs 1° Q " \ \ \\v t 1 \ ti `'�t}uK' - — — This m `3J Da T SpM t," �i \ l r �_ , \ \ \\,t \ -1 \ 1----_ r`� ���_ ter.o, .\ Nam'• f_ \. _— \ `*'�,\ dr FpRIt1ISH \\, \ ` GRASS/ �`y _ N.\\k mil\ TYPE S WNIGt ��_, • Ert INE S©1� RpRTNENj SITES' ��� �` ` ` \ �1 1 '] \\ t -`, i SIZE IS XE Of FI1-L. EEEAR pF • \�,=• ' `, ,V ` , SIZE \ \ \ • \� - Gz ,, ° IS ENTIRE Silt Wp�ED BE ' \\----\ ���IIAIILIN• B`ES IT AgpUS ;\.\ `\` •\ s -,,, �,l�rl \IVA,� ?5k X INE SIZE IS \ V AIR Ip S\IIppS. E s 7o9d`, \e� \ \ ( • �;r=of,„ ,n3.>s a% IMPER ea,0 ACR S �0 \` ate,; /� '\ I' ` v t cr 147�2��' S� (1.6a ACRE$ `~ /' _ — r , t' Si _ AREA ' 2�r90 ` GR�'S - t i�, } _ Ip�At ERVI©pS ,t, 251. IMP �.\f'��, �t `, \\ \ � • \� \ � (nNs \ ,\ \ \ i\e, l� \\ _0 - 1Z SZ - - _• — CA`E \ ) VI „wo -` — p! pcAktykre- r—S f A \ \\\ ,„„,ps,,,,,, i , \\ \ . I 112.4 0 111., . ; i14,9 X X i rltz ' t3 1'\ e 19 zb �, •r Mc t�pFF99/92790351 pg5 vlill..9 v0.5s 1# 11 X SURLY 112'6110. C,TY:IN r E S AF R8910270035 fZ XrAc TES' X— : r SVf K '► j, '� X TTff �C, Z� 0.emCORL' 1111ripO i \ f ALOE � i ER. - �� , !• *WAS LTRACT Na'1 y� PLATE TKl.11> p, - 2,-5 oP � � 114,0 111-441 2 p9 AC 5� Ql 1,4,3 • x � — so iINCLUD 3 F S �i 0 ! Wig.. .� N # ~- 1Q100 — �.'15 C �,'� ,r. j ....,.,* SUB—BA IN 4 i 7 • ? �= — 2 33 AC E 111'8 tgmimIIIIIIIMNII�r�'��,�'�-`�.-��--�......,y. �`'�� UN�9EVELEP ��i NC ' pA eT 989 . ��, - - �.� -�RACT iNCLUiii 1 9 CF Sp8' �S 501 \ qN ; �' Q10Q _ 1_ 509 1 �,3 � 4���' -- ' X I #(� INACs� ■ �. 1 SUB—BAS 2S . 1 P o X4`'"„ ACR 110' -----�. ' 5, ;AREA ASIN #3 6.3J0 SF �J� �� � � S $�'� � � �301 30TH ST. C cIOWA — 2, .7 5 111,2 11111111)1.. NWTRA 3D14 'V' AVE. 3013 GLACE CITY OF1AN'�ACOR ES �124 „ x 84, ACRES > r J Af89208240,]I DITCN 3� UDi , RpA3� t3Dt7 �... ,�=Z,=F o.R�t a 7 1� 3, AINAGE�+ =ast L' 96,2 394 LE INCL 11. _� , i. X : RAIL A 1L " S ' m mrzs"`"rw 407 A ST C •p7 ACRES y 117.3 p 1�0 — 2,12 uC ensa•T 31D1 'V' PL F itSX{ ANACORTES x ""'�� ANIbi r� 1! 111,5 r pp ;Y� n W1 ci[ro>•irH r w` ice I !K �'�`T -7__� At G iro, l ----_...._ ,Au + ! ►- 'tf � �"mom 111,1 �Ic '� x n...m' 107,E r ACRES 1.8'AC3 ES i I II AREA — J�+��� 3115 'v' PLACE X X TAT AL BASIN ��l111,4 MI e,,. 1 , q X -__ _ ( 73,406 SF __ _ — X \\ 1.70 A 31 6 CN/THPLACCAT101JS7 �` X 118.2 `d.\ 1 .p \G„ t, e kil `-. BOpT YARD \ \ FIDALGO �C, \ \ \ \ \ I \ \ ' 1 I BALLENGER \ 411VRBbliti44,EE'LEIEVPVE=2,--= DEVELOPMENT CBTYPE22.1 104. .1M :LEV.=114,��, . a '�....---,----- � * �,,� YARD -at*TYPE x 60 L- it CB �- — RIM ELEV;111 CAP L� �©`' .\ BANANA BELT BOA RIM ELEV.--114.72 INV_ELEV.� 104.7 , TO BAY _ 11122 _ S=.0030 9 S=r115X h OUTLET 142A5' INV,E_LEV,- 170 LF 12' RCSP 2 3_82X -- ( 4— �+ '. CBMH TYPE2 SD OUTLET ELEV,- z J ,,: RIM ELEV.= liA B- „Tti - INLET ELE •-'" ^44 ,���T, :127,:biwiee-1;::: _sO F ___-- - �. T P p` `ate' _ CBMHTYPE2<c \ �,.-. `- �� �-.---� - _------ -- RIMELEV' 10p269P r5 `-� �s`� � �_-�,.. INV. ELEV.= @ _ � .inrS" \ ����. RCS 0025 1 �r \..\ RCS .UO�-�®-�23�2�F�4. P 2 G /L}pE 30`(ZLS \ --�,. �M — .FN1� lit E" 75 L �. RIM ELEV,z 112,56 `,�., WOVELO \ . \ F. INV. ELEV•- 1 ,56 - DEVELOPMENT � \ ' � ts ,41 ` A. :j,../---;:::':-4:;:-l-H---.:;::::::„T..:_,:„1-:::::::R---AI-I: �� � -STINGSTORt�M D PIPE1 , 100 YR R '\ :.vALYSIS OF / / , /, / N\ ••\..\ ��v*�,\ `� Nam\, ~,� --N \� `„ r i 30th STREET DRAINAGE BACKWATER CALCULATION SHEET From DOE Manual Section III-2.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 wet Hyd Barrel Frio- Entr Entr Exit Outlet Pipe Outlet Inlet Peri Barrel Radius Barrel Vel. TW tion HGL HGL Head Cntrl Segment Q Ingth Pipe "n" Elev. Elev. meter Area R Vel Head Elev. loss elev. Elev. Loss Elev. CB to CB cfs ft Site value ft ft ft sq. ft. ft fps ft ft ft ft ft ft ft �.lt out 1.000 9.160 75.000 30.000 0.010 102.050 102.690 7.854 4.909 0.625 1.866 0.054 104.000 0.022 104.022 0.027 0.054 104.103 frr 1.000 2.000 7.870 232.000 24.000 0.010 102.690 103.260 6.283 3.142 0.500 2.505 0.097 104.008 0.165 104.172 0.049 0.097 104.319 2.000 3.000 7.870 218.000 24.000 0.010 103.260 103.800 6.283 3.142 0.500 2.505 0.097 104.715 0.155 104.869 0.049 0.097 105.016 3.000 4.000 7.870 224.000 24.000 0.010 103.800 104.360 6.283 3.142 0.500 2.505 0.097 105.777 0.159 105.937 0.049 0.097 106.083 4.000 5.000 5.750 127.000 24.000 0.010 104.360 104.550 6.283 3.142 0.500 1.830 0.052 106.032 0.048 106.080 0.026 0.052 106.158 5.000 6.000 4.120 60.000 18.000 0.010 104.550 104.730 4.712 1.767 0.375 2.331 0.084 106.075 0.054 106.129 0.042 0.084 106.256 6.000 7.000 1.150 170.000 12.000 0.010 104.730 111.220 3.142 0.785 0.250 1.464 0.033 106.223 0.104 106.327 0.017 0.033 106.377 16 17 18 19 20 Inlet Appr. Bend Junc. Cntrl Vel Head Head HW RIM Elev. Head LOSS Loss Elev. ELEV. ft ft ft ft ft BAY ( 104.715 0.097 0.002 0.000 104.008 109.44 104.810 0.097 0.002 0.000 104.715 112.56 105.825 0.097 0.002 0.048 105.777 116.3 106.385 0.052 0.001 0.000 106.032 114.27 106.575 0.084 0.002 0.000 106.075 111.7 106.755 0.033 0.001 0.000 106.223 111.25 113.245 0.000 0.000 0.000 106.377 114.72 w . . Am ...„; -........„ ( I , J It , ( Y III ( I7oat ,.. ....., GENERAL NOTES : 1. Ail construction and Installation work shall conform to the current Standard Specifications LEGAL GAL DESCRIPTION 2X2' STAKE 2 PLACES c and Standard Plans for Road, Bridge and Municipal construction prepared by WSDOT and the I American Public Works Association (APWA), Washington State Chapter, and according to the _ s Y „ I) - rn recoMmendations of the manufacturers of the material or equipment used and In compliance witha ~ TRACT 3, PLATE II, ANACORTES TIDE AND SHORE LANDS, 26,H � � W applicable, Federal; State, County, and/or City regulations, requirements and sta.ndar�ds, including STRAW BAIL 27 H g �03 SITE standards and specifications by the City of Anocortes and including applicable labor lows, \ Washington Industrial Safety and Health Act, and Occupational Safety and Health Act of 1970. 2e,H PAVING AND GRADING NOTES : As used herein, the term Engineer shall mean Herrigstad Engineering; City shall mean the 297n 11t of Anacortes, Contractor shall mean anyperson, company, or organization whichI FIDALGO BAY �► .�" y P y' g 1. The contractor shall grade the site to provide subgrade for road, sidewalk and swales suitable to serve the in 3oTH CZ performs work described In this Plan. final grades and typical section established in the plans in accordance with A.P W.A. Standard 3mH�l - co 3. If the construction Is to disrupt traffic flow two flaggers are required. One lane of traffic Specifications, Division 2. Ja J c0 shall be maintained, The trench shalt be closed the same day and provided with a temporary CrZ patch within two days. No disruption of traffic flow is allowed at night. 2. This item also includes the placing and compaction of fill according to compaction Method 8. We d Compaction shall meet the Standard Specifications of City of Anacortes. ' 8 Cep c2 4, Approximate locations of existing utilities have been obtained from available records and ore 33RD V00 shown for convenience. The Engineer does not guarantee that utilities as shown ore necessarily 3. Asphalt concrete pavement shall meet the requirements of City of sprAnaeading, standard ( V. cs ^ accurate or Complete, or. that there are not additional utilities not shown on the plan which may Specifications. This item shall include the furnishing, heating, hauling, spreading, rolling, and all other work 34TH V "4 - P incidental to fulfilling the requirements of the Specifications. / Y f� CJ C•� affect Construction of this project. It shalt be the Contractors responsibility to independently n verify the locations of utility installations shown on the plan, and to discover and ovoid damage to 4 Concrete curb & gutter and sidewalks shall meet the requirements of Division 8 and 9 of the T T vy� n�- `-A- .� �j p W C") any additional utilities not shown. If conflicts with existing utilities arise during construction, the Standard Specifications and COP. standards including widths, mix and construction. f�. l I 1 - Tf • tLJ NE � contractor shall notify the Inspector and any changes required shall be approved by the City prior STRAW BAIL INSTALLATION DETAIL ,` Cg :-u to commencement of related construction on the protect 5. The contractor shall coordinate with the City Public Works Department all inspection of work. This SCALE. NONE _ 3nH r_ E- cn co includes, but is. not limited to, the completion of the underground utilities and subgrade, completion of base 1•� CID course and curbing, placement of crushed surfacingcourse and duringtheplacement of pavement. »TH ST 3erH ,, The contractor shall utilize the one call system for utility underground location and abide by the requirements thereof. Minimum of 2 days notice, etc.. Call 1-800-424-5555. Contractor shall be �'- C+, a 2 it respoinsible For obtaining all necessary permits and approvals. L@YGvr[v AVE `� ^y Gc7 W $ S. .� ri NON WOVEN SEDIMENT CONTROL FABRIC �I- X W 6 The contractor shall be responsible togive written notification 'to the agencies that have utilities ' a HrLLGKST L . E" p g EROSION CONTROL NOTES MATERIAL, 24 WIDE ROLLS, „at,, o a 9N 4 04 04 In place and to cooperate with the agencies in the protection and relocation of the various USE STAPLES OR WIRE RINGS underground installations. 1. The implementation of these ESC plans and the construction of' TO ATTACH FABRIC TO WIRE. o 7. Other utilities will also be workingwithin the limits of the project, including, but not limited to, these ESC facilities are the responsibility of the Contractor Gz a U until all construction is approved. Q Pu et Sound Energy, Telephone Company, Cascade Natural Gas Corporation, - Q CScrs Z g P P y' p 2. The boundaries of the clearing limits shown on this plan shall M ...... •e . •r I . / Cablevision, and City of Anacortes. •••••••••e-o`9 i/'��r- be clearly flagged by a continuous length of construction •••••••••' 8. At the unction where this construction connects with the existing paving, the contractor •••••••••••••••••4 ' • '\��'��� X j fencing, prior to construction. During the construction period, ••••••••• shall evoke a neat vertical saw cut, full depth, at the boundaries of the area to be removed. The no disturbance beyond the clearing limits shall be permitted. The ••••••••• .. • j,• ss'iw/ ••••e VICINITY PLAN contractor shall adequately protect existingpavement from anydamage due to his operations. •••• ♦1••r• . • .qd/i ti 9 Y 9 P clearing Units shall be maintained by the Contractor for the •••••••• Ahy existing pavement damaged by the Contractors operations shall be repaired or replaced by duration of construction. the Contractor' where directed and to the approval of the Engineer of the City of Anocortes, 3 The ESC facilities shown on this plan must be constructed prior -I�• ■ Ii 1-11--" 11 11I 1-Haft ` SCALE = NONE .. i to or in con junction with att clearing and grading so as to �"�' _��-" I 9 Ali disturbed private driveways shall be repaired and/or replaced to the approval of the City of ensure that the transport of sediment to surface waters, I i- I __ Anocortes and property owners. drainage systems, and adjacent properties Is minimized. ' tor- VD le A�' ,.rt Tt y it ench work shalt conform to applicable City Standards. 4, The ESC Facilities shown on thisplan ore the minimum N CONSTRUCTION SEQUENCE iy 2X2 P.T. WOOD POSTS 11 The storm drainage BMP Facility shalt remain the responsibility of and be maintained requirements for anticipated site conditions. During the AT 6'-0' ON CENTER. a 2 OS by the Property owner. construction period, these ESC facilities shall be upgraded as (STEEL POSTS, AS AL T) tZe Csi needed for unexpected storm events and modified to account for Ct Ice. Final development plans are based on an actual field survey performed by the Engineer, changing site conditions (e.g., additional sump pumps. relocation of fr _ 13 Site and swale as-built to be provided to the City within 30 days of substantial project completion. ditches and silt fences, etc.). City Engineer con require additional ~ measures if there is evidence of an erosion/sedimentation problem 1. Hold the pre-construction meeting, � ="r p 14 No utility shall be back filled or otherwise covered prior to Inspection by the City. 2. Fence clearing limits with construction fencing. �� .� 04 as Alt paving shall comply with the City off Anacortes 'Asphalt Acceptance Policy.' 5. The ESC ' facilities shall be inspected daily by the Contractor NON-WOVEN SEDIMENT CONTROL FABRIC 3. Post a sign with the name and phone number of the ESC supervisor. _ co and maintained to ensure continued proper functioning. Written ^ = ,t s-c 15, Alt material testing costs shalt be paid by the contractor, records shall be kept of weekly reviews of the ESC facilities WIRE MESH FABRIC, STAPLE 0 4. Install catch ,basin protection, if required. DO is t, W 16. Delineate limits of construction using orange construction fencing. during the wet season (Oct. 1 to April 30) and of monthly reviews NAIL TO POSTSIS REQUIRED TO _____ 5. Grade and install construction entrance(s) as shown on C2. Ca') F" as 16. All underground non metafic piping shall be covered with tracer wire. during the dry season (May I to Sept. 30). SUPPORT FABRIC WHEN IT IS TO BE 6, Install perimeter protection (silt fence, brush barrier, etc.). ',,,,,5' .- p 6. Any areas of exposed soils, including roadway embankments, IN PLACE FOR 6 MONTHS OR LONGER.. 7, Construct Sediment ponds and traps• �' "' STORM DRAIN NOTES • 8. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) t:� w O that will not be disturbed for two days during the wet season or b simultaneously with clearing and grading for project development. O seven days during the dry season shall be immediately stabilized BACKFILL 4'X4' TRENCH W/NATIVE SCOa 9. Grade and stabilize construction roads, M 1, All corrugated polyethylene pipes (CPEP) shall be smooth interior and manufactured from high density with the approved ESC methods (e.g., seeding, mulching, plastic SOIL, AND ON BOTH SIDES uw polyethylene resin which shall meet or exceed the requirements of type ill, Category 4 or 5, Grade P33 or covering, etc.), OF FILTER FABRIC ON THE o 10. Maintain erosion control measures in accordance with King County standards and 3 P34, Class C per ASTM D1248. In addition, the pipe shalt comply with all material and stiffness SURFACE. manufacturer's ^eCOmmendation5, requirements of AASHTO M294, TYPE S. 1998 S.S. 9-05 20. Polyvinyl Chloride pipe (PVC) shall conform 7 Any area needing ESC measures not requiring immediate • 11. Relocate surface water controls or erosion control measures, or Install new J s.: to the requirements of ASTM D 3034, SDR 35 for pipe up to 15-inch diameter Use sand impregnated attention shall be addressed within fifteen (15) days. T - .ilrtulCl.) a' pipe _ ii ( - _ measures so that as site conditions change, the erosion and sediment control is cu collars at nil manholes on PVC /� 8. At no time shall sediment be allowed to accumulate within a in accordance with the King County Erosion and Sediment Control Standards. � It 2 All fittings and accessories shall be manufactured and furnished by the pipe supplier. always catch basin, All catch basins and conveyance lines shall be 12. Cover all areas that will be unworked for more than seven days during the - al C'3. All storm. drain pipe shall be bedded with bedding material per City of Anacortes Standards cleaned prior to paving. The cleaning operation shall not flush 4' dryseason or two days duringthe wet Season with straw, wood fiber mulch, or A P,W A specifications. Provide tracer wire and warning tape over non-metalic pipe. 2 feet Cr sediment-laden water into the downstream system. y of cover minimum on pipe for storm drainage Cover SD pipe with 12" of sandy material. MIN. compost, plastic sheeting, or equivalent. 9. Stabilized construction entrances and roads shall be installed 13. Stabilize all areas within seven days of reaching final 4, . Footing drains, roof down spouts and curtain drains are to be connected to the storm drainage at, the beginning of construction and maintained for the duration T grade.14. Seed or sod any areas to remain unworked for more than 30 days. rt -h-? system or swales as shown on the construction pions. Drain pipe and fittings may be PVC 03034 of the ro 'ect. Additional measures, such as wash ads, maybe p 3 P 15. U on com lc tion of the ro ect, stabilize all disturbed areas and remove BMPs SDI 35 or equivalent per the requirements of AASHTO M252 for 3 through 10 diameter. All fittings required to ensure that all paved areas are kept Clean for the P P ' p shall be of like material os pipe. All pipe shall be suitable for use as a gravity storm drain conduit duration of the project. if appropriate, The end of all roof and footing. drain stubouts shall be marked Storm Drain on a PVC pipe. The mocker shalt extend a minimum of 36 inches above the ground. The portion above ground shall 10. Any permanent flow control facility used as a temporary SILT FENCE DETAIL r•e labeled wah black letters. See City Stnd Detail, settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the CONTACTS AND NOTES J S 'Catch basins shall conform to Type I. Type II or Inlet Type as defined in said A.P.W.A. Standard facility is to function ultimately as an infiltration system, the W pecifications and Standard Pions with fiat top frame and grate. temporary facility must be graded so that the bottom and sides _. `gyp The cost iron frame may be placed flange down on adjustment blocks in lieu of precast collar. The are at least three feet above the final grade of the permanent installation of catch basins shall include final adjustment as may be required to finish grade. Installation facility. MAINTENANCE STANDARDS 1. ESC SUPERVISOR BILL WOODING (360) 293-7332 0 within the paved roadway shall be per city of Anacortes Type I C.B. with 18 barrier curb detail unless 2. BEFORE ANY EXCAVATION CALL - ONE CALL 1-800-424-5555 specified as o thru-curb inlet. 11. Where straw mulch for temporary erosion control is required, I. Quarry spells shall be added if the pad is 3. CITY OF ANACORTES PRE-CONSTRUCTION MEETING MUST BE it shall be applied at a minimum thickness of 2 to 3 Inches. no longer in accordance with the specifications. SCHEDULED 7 DAYS PRIOR TO STARTING WORK, ast iron frame far type l Catch Basin shall accommodate a 20 inch x 24 inch grate. 12. Two weeks prior to the beginning of the wet season (Oct. 1), . 2. If the entrance is not preventing sediment 8. Down spout drainage systems and easements will remain private with all operations and maintenance all disturbed areas shall be reviewed to . identify which ones can from being tracked onto pavement, then 4, PROPERTY SURVEYOR - TBD being the responsibility of the homeowners or others. be seeded in preparation for the winter rains. Disturbed areas alternative measures to keep the streets free of 5. CONSTRUCTION SURVEYOR - HERRIGSTAD ENGINEERING (360) 299-8804 e, shall be seeded within one week of the beginning of the wetA sediment shall be used This may include 6. ELECTRIC, CABLE, GAS & TELEPHONE PLAN WILL BE PROVIDED BY C ) 0 season, A sketch map of those areas to be seeded , and thosestreet sweeping or an increase in the UTILITIES AFTER APROVAL OF ENGINEERING DRAWINGS. �� • ►"'4 areas to remain uncovered shall be submitted to the Citydimensions of the entrance. Engineer. The City Engineer can require seeding of additional3. Any sediment that is Crocked ontoareas In order to protect surface waters, adjacent properties, 0' pavement shall be removed immediately byMAINTENANCE REQUIRMENTS or drainage facilities. sweeping. The sediment collected by sweeping • '""�13, Seeding and Fertilizing shalt meet the requirements of Section \ shall be removed or stabilized on site. The1. Inspect biofker at least once every 6 months, preferably during a storm event, and after every storm 8-01,3(4) of said APWA Standard \\ pavement shall not be cleaned by washing down ��event greater than 0.5 inches of rainfall in 24 hours. Clean out sediment buildup if any and debris from Specifications. the street, except when sweeping is ineffective \L' HWR 4r �-•1 "�� n lgrass. and there is o threat to public safety. If if is v c ° • t (2) Cr) w? Do not row grass less than biofiltratlon design height of 4'. necessary to wash the streets, the construction �3� ,� �.,of a small sump or pond shall be constructed au� o , / AP.• t 0 0 and the sediment washed into the sump or ¢ ��+ ,�'{�pond. 4 6 3d �i r ��4. Any rock spells that ore loosened from the ! " ` `�U +m ,tt-cr7. �c,';� c.,,,)pad and end up on the roadway shall be "�SsOL��^removed immediately. SHEET NO. Lighting plan to be provided by Puget Sound Energy . 415 EXPIRES 6/02/03 AND APPROVED BY CITY DEVELOPER TO PAY INSTALLATION COSTS PER SCHEDULE 52, OPTION-8. 12" DEEP N> PROVIDE FULL WIDTH OF __ Cl MIN INGRESS/EGRESS AREA Notes. APPROVED FOR CONSTRUCTION REV.: B SCHEDULE 0 F DRAWINGS reduced minimum length. May be �/` JOB NO: zee reduced to 50' minimum for sites with r✓ _ __ OZ___ less than one acre of exposed soil. , DATE: March 14, 2002 • Cl VICINITY PLAN AND NOTES . CITY I�,NGINEE DATE SCALE: Noted ( 2 SITE PLAN, EROSION CONTROL & SITE GRADING TEMPORARY CONSTRUCTION ENTRANCE DETAIL APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN DRAWN: D. HERRIGSTAD C3 SITE PLAN , STORM DRAINAGE , SEWER & WATER N. T.S. 2002 CHECK: D. HERRiGS"i'AD Revision B , September 1 "7 , SHEET 1 I,Fa� . W r\ ., W \ . . . w Q cz �� 8aQ c 2" ` ' \ 3iitALIGNMENT: B PROFILE �� �� 8+ Elevoliond.sployedofXscale s \\\ e ontlt►R OP. V_ nm <U �r7i / --- pp S ` '- _1� 7P SEE DETAIL iK./WUlI 11'!ICP SU.__� r.__.. °yt� °x�. ' ^ . �� .� �,f. SECTION.; tA2 % �� 'r'� 9 NW Mt re- be:gt. _ ''r_H - - soca a type 1 „ ` • r 9 iiPrTIII1tT 1±111 i • le vAlk NI\\ --- — l r ,r 2 I • • , \ �., END SD PIPE A.\• ►. () I'1� STREET 1.. \ INVIN WIfHF\7ST "' ��o o a h�,.° ` cock r �� _ , I ice' ikt `� _ _ _ l RMr fine= I i l.81 ~, fxc.! 1 DELTA ll �b'33' / y $g 3 $ .-•- 6 1r .i4UJ. i0306 / •a WE CURS AND wbbTr > \ _ lor%iY�` R 1 C•: : CUT PER CITY TAN ' ` C! ' N n I n' rn L :7524' E AS p �y • •[.+L ;, - !Pen"- E , s Alt \ I x o o z N r, n ar . 1, --- ;' Rw Ei1vfrailT$ ,: � " � � � y SILT FENCE M \� ` / 11111%, ..,, . , q \ \ , `r�� ♦SI �\ V N e b V v he;IN DITCH \ \ ' \ _IUJ�� -• ��� a xs sADn BQTTQII Bkt ;_ .� I p \ \ \ en ` 8 p O •v A •• SS StD '�, + .F + ♦ + co DETAIL XISTIN6 DELTA �23'21'30' �� _ C o -. ," '� SEE \ \ KING L1g1 I `,. 950 / N111r f ' R = �BDA' _ \ \ i" \. Cei + Igolehr. UTURE • ` ,, II T a Mi �1 kcal* ,� \ Iw , �. . �' r ,D' .' ss sly ux As �•),, \ \ PROFILE B- B ,a \ \ I i riff E r SITE SE f . ` OR EXPOSED SDIQ S r�ae \ i_ 1 i_ r RESFIAPE E �, r,;r: ,` ( f11' \ SCALE, 1 -40 HHRIZ /1 -8 VERT. ii o a ERf]S L , PaIrENTtAL -- STREET AT 0.5c \ , ,. , � \ .�_ _ — W Cv I EKE -- --- - -- . - _. ,('r 20. 4A / I. ,. t~ DELTA�`22•P 40' - °2,- '. (a. w .-a \ % IIR;FS It ..._r. -`'•_ �`` , : RMAND i —..__ `�.�.�,\\ t.`. ` 1 ',` \1\ `-` �, L Ic x SDNN�� ��'+\ -- — #�� � d POVER \ SANITARY ___._. r �� \, - ' \ ,itly `\ O M+ C/1 ot SEVER Sri i DIetB-- r •: lUS _ - - -f - �� i s J ot t:FVIR - . _ _ _- \ '.` �1 '. —_ _r �� - __. /'`` , SDI 9 i� \,\ F" {r,�l WATER � \ I� DDUNDADS\ t .� r �� / _ ,000 \. . 4 W C/1 NAiN \ \' \ - 1 20' FIRE ACCESS PA / �A s � _.STREET la. x w SD;B 1 P. NLM PERI TER V E "� I `' _.. �— ._ _- C 8 EUT Sp c E-4 aa:0 \ '.•\,.•� / j -- //3R RAD,\' , .�. • t eXLSr SOW \` Q O Ivy ' i A \ Ii �� "��- ,y �\ e.. ?s„. c.( RESHAPE EXIST. DITCH Ryu ; ire:. d Vr..v ea TD 30TH STREET \ - .T _..� _ _..�.._. - i r _. . . - �. - . {T -t _ ..T._. .._.� . _. �._ _ r. r ,.-.r \�� - - i W -• 'r' STREET ! 0.SX SLOPE \ . 1 I I 1 `\ t I k I I I I I I 1 ` \ \ -" '1 ` 4 �,,-'6;' ur R � � \ \r 1 i \ I k l,p r rf;�: J !151 I( 1 exist V • 2 sp '`O' ,, \ {' I 1 r f� " r I I I II\ 3ntD \ . Rev fuv= vrc' z 5 r(1, ...Roc �u,a�:v � . � _ \ I I, ,� I EXIST 1 W E VATTDN �� V / I I 1 I i I I i I - 1P i \ r'e \\: \ ) - I _recto Aa1wlEra -- —\.___ • 3 C `\ PROFILE \ S°$A �`0 \\\ c • it NEV PER11 TET+ FE �` \� .` �' :'`. / La Cy, rnr.am M _ *III `` T� .-� y - - - --- cr, :Kral y, \`e` \` 25$ i SILT FENCE DAM `. • 1 / _ ,� _ .. - I ;" % IN DITCH Pi ElFIL: Qom\ `, w I` ' I HI I -. 1 S _ ; , I ) . I ?c $ \1 / `'0 i``\\\,„ as BQTTUII DES B^B 8 ✓.. g y, �8 1, 18 g "1► �8 \%0�\l'AAA p1 �,,. PIPE DIET t I r I 11 IN !zo 116 \� i I 120 1 � ('� REIN" c�lRe cur R 00 N‘, °,w`• \ ` tun CUT PER C TY ST DARDS +CA' ,� --+ SEE DETAIL. SHT Cl ;�, 1' i I 1 1I 1 I� I I A \ V, '\ ,� I �/ L _ Ol�< 'tir1 l I I AND EPLACE S NEEDE M r >„r \2i �1 0 b c CO CO TICS PROJECT PROS TB \ \ 1 'in a• SS SIDE Y `` .1i �= C34 GRADE THE SLOPE AOJNIKtTq THE i( \I __ _ _ - _ _. �_- + I a'st .: 1yF1 t E»srlAti � ^ O Q RADJD]AD TO A WaI:TENT 24 WI • I $LOG r'LAN AN / `� L. f , i11 J6' PRIVAIF SWALE �� J C ) -Ea:. r; TO THE ) jruM {R DE DITQL I FIRE.SUatESSpx{ � I P c �p >>� ` a QJ :6 THE GRAWG val. EMiIMIACN toil THE p \ Viat. t \ ID Meat A; iFR ' I (, A}� �`` E-I O a, cm PRO'EICTT. IN Nei THE as I� / .. •N I ,� fr, ``�� EXISTING GROUND SURFACE "�7 x I GRAMM WI KURE IMAM \ / �"i\ Q)= S DD-a oN c3 �+ II i 90' x 22a a9,800 sF7 / ►7 RS L'': \ \ ` ' 'II \ 30 RAD /` , r er , �q \\\\\. ` _1 ' 1 .� 3 > NEW PLRNNE FENCE .�.q _ _ _ �A^�� aAr.;, � FIRE ati;tSs vAn1 w -- � I a.T ' « -- _ . ._.. - V7 $ LY WAIER - 1• I e. ti1�N r ILLY h, — s E�sr, zo' UTILITY EASEXAENT� li, j SVALE RADE in \‘‘ PROPOSED )�TTDl1 \ 16 ,". VIE NIf E $ ,R 1,* NE19.50°5"W 48G4Q_ - _ _ CX6T, J%4' NAR71 _ , ��e PARKING REC UIREMEAT \ _ e - , NEW � '. `�- GA � d: o e 1 °P ,°1' WAREHOUSE BUIDLING q FIRE DE t' E RECYCLING / — _. _. �� \ ar — L5 STALLS/ 1000 SOFT. X 1 „800 SO. FT. 30 STALLS - PROFILE A - A \\\ �, ?I STALL PROVIDED \ \ / / �i OFFICE \ I SCALD l'=40' HORIZ./1'=8' VERT. 4 STALLS/ 1000 SO, FT X 1000 SOT 1,r 4 STAY LS \ \ EXISTING EExxISSTING BLDG �`0•i, \\Hi\ 4 STALLS PROVIDED g{o' \ — 1 t 1 \ II I c INit ;•.-4 SITE PLAN \ 6*�• o 350-30-2-223-0002 i I SCALE. 1 ,140 ' - -- 1 I 1 /-' \stt -,C \ .,\ \cap< 0 \ ,. ----7 g C—) "C \ ,,- \ ._-_, /ERTICAL DATUM \ \ •�%�; CITY OF ANACURTES DATUM \ \\\ /i r C8 111.60 • - - -- �t�CA `a$ ``�\�� �, HER 4 _ o CzCI r / ecEva - MIINt MENT AT 3011 ;A..ND Jr ( VLNUL - ,$ °T r� F.i.EVATEIN - iti:1 II \ \ \ ".�' `RI(l EIfl!- nP$s' 1 kg 9� ,t ' .1+, SW `0 • _ ,� �'rR ,�i' V./ \L/ 2780 r � � /-� \ ‘A, 0 it] 1 ' '4"im) \ / // cii / ``0? / Fors a� V 1 V 1hUNTOUR INTERd'AL I' \ �,` �� �,, \\\ s. `0' �! `��Ow\L ENS \ , ' ``0� SHEET N0. \ \ / /•/ e#`i p` ap3yg EIEe.l0TS' _ _a -- \ EXPIRES 6/02/03 I� GRAPHIC SCALE ustDe INLET loin t,\ MAI[ee -09$7' l EXIST / C � s "" E`"`'°"$ = �'66" /� APPROVED FOR CONSTRUCTION ill a 20 4c> _ r.,o • �` \ ii► . ` ,,5= lREV.: B - — — r E11, . TI 'RIM �.n' -' A-,-.---ifitatorsa iv L3�oZ JOB N0: ti85 r ILL FEET ) ' ,nw fete,raA mete E1fv.r079 ' / \ \ , // a� I DATE: march 23, 20D2 1 Inch = 40 it 1 ; \ N, �, ,�:- ,.•yj'' �• \ / I 4ENGINEER ' DATE sr.ALE:. Noted .(� r r'g,/, sv �� • / • I APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN I iko\ ` .' �' '/la9rvase \ `9 /r ' j I / % o DRAWN: D. HERRICSTAD a I CHECK: D. HERRIGSTAD P ' A. Mr SEWN WE? = ' Revision Sept. 2002 r ..1,0.1- RiMfLEK.7095J' - , B , p . 1 1 ,) el 4 I e 1 4- ,, svr+ • ' e0K L. .r os' Fcev S \ \ - ' i ? SHEET_—, _OF---- , 1 w GI g S i-, E-• get EXTEND c'\ STREAM F1ROMM OUTLET P RAP 81D01,44 \`�P� 'et)- , �yF -, RECESSED BELOW GRADE \\` U /NI - 1' MIN �� `♦ S/�F�q ����/ ,� cEtq 4 � \ kt 4 •. .. I_�Ss if ,G . �, EXISTING GROUND SURFACE -\ ��.33 j.'�P' '�ip p`S'�4! it-iy BEVEL PIPE END +�'�� y • B' l'1j ir- 5/3 \ i?" CP£l' SD -�` `rPf�*%�.Ii/� . �LYo q� •�"Qo \ Tf ik7X Na Eno TYPE 1 ��r�1��1�1 QUARRY SPACES Vs '' � G�c �O%y FAT rn 4MI J ' Li ' ���� ♦ "�' ♦ �• •I �� PER WSDOT SPEC 9-13.6 I V -• rr my BAR FOR it LIGHT �^"'`� _, c, RrM ftfV= /03.5 4� vtit it;74* � Or e�2 O �°IP INv. IN/OUT`- 9E 16' s, .-. ; I ROSION' CONTROL ...et. .,,, 1 FILTER FABRIC WRAP F L i XISTI/ - l ` 1?`jX476, 5:0.59. 05' ROCK THICKNESS RECESSED p --",,,N./ • `Ste eft' 11 PVC 51" / CP P S FLUSH WITH ADJACENT &ROUND 4, a �, - SIM £IFv= 111 67' �E� c \ ` c _ L END SD PIPE ff Tff SIDES AND BOTTIBI G'lij G/t °p f',q0 Sfre:77<--- aW'r.3() T ST RFAT . _ ► MARK WITH POS, ',Ell t-p e- e-tiC� `�y _r �_, , OUTLET DETAIL 6 +Nm AMENDED SQL �o �z� I:�t',� v � $MT f-.StJdB ----_ _ q, ,\ _ 4!-";112MNF �� . •1_f6' NRPWE 5G�\LE NONEDEL 63' Y EVE CURB AND r�' ��R 4000" % ` r : CUTPERCITY $Ta \ o x�Y Y .."ili��_ L 75,2a' V 24' DRiVEVAY k \._ CO • k�r�♦ I2 CMP SD 'r7 r , iotc 1 4 PERFORATED PIPE IRNDERDRAIN \V�w P = �- -1 rim >t Mr+ i CENTERED BENEATH SCALE 0R I r. ..f�u�. slAlti', IN fi • 5 -' Rbf I. V.-"1+ J8 <' 13/43/41 mu ,L 2�. c'j[c .< 11 Ii1�,�. .�£,4 ,. \ K�4 I \ IPIG01AL SOIL 6% o v isag-tn ��/,/ ��.a ;, J If \ �\ x \Ii, ‘‘ ` \ _ \ ss �~ a181 / �4! IBDIFILTRATIIII S® NIXTtItE ERO$IIDI ( ITRf �����/ v a pQ\ 5' SIDENAIX \D I ""`16" CONCRETE o v o v c - 1I- ' 4 O OOt?� EXIST S>M UP TO 6 ABOVE POND BIitUN SEED MI%Tl1RE v n -CB 46 TYPE1 \ \\ \ 1 \` 1 SOD AMENDED VITH C�IPOST ABOVE 6' ELEv, - - = F- - —ff{= �,T„� ea 8 X 6 saw' ... .► - -rr r- o MN ELEV.ai09.8' \ _. _ � •. �. SIDE' ` -. N - • u u—■fe 11 � DYV, ELEV=I069S' \ \\ \ 953 SF btk,NDSCAPING 24' 836 SF O \,, � . _` SVALE •BOTTOM �1/ NO •III-,II 1�-111,��I" 2' CRUSHED ROCK C: 1 Q, r744 , 4• ,AroERDRAiN INLET ioa� \ I , 4Np a, \ r SECTION A-A •-. \\ 'EXISTING 1 SOAP/N DELTA 23 24'30 `` f`- �y \, • PARKING LOT 8,50 a hlllfl� R = 480.0' UNDISTURBED EARTH C.a CO 9 r� ` itt \ \ \ `, I SECTIIN! PG r � \ �, L = t77.38' T J �- 5/8' NINES CLEAN DRAIN ROCK " -, \ ,PERFORATED 4 PVC IRNDERDRAIN w ` ` , t\1 \ D-D i �� I 1 '_ : UTURE ` '\ sr\ ., \, PIPE CENTERED BENEATH SMILE FILTER FABRIC AROUND DRAIN ROCK NOTE-I)-EXPANSION JOINTS MUST -12 - lt.5' 5.5" �1r �y MI BOTTdN OF S \ \ ` a" Stalirt, \ BE PLACED NO LESS 44 a Z ELEVF\1093D' ; 1 OFFICE ', ' V �� �� THAN 15 FEET APART _ LE UNDERDRAIN DETAIL G IN THE CURB AND GUTTER - x I 3 4" LIP NOTE-2 -CONCRETE MIX SHALL BE LEGS \ Z— \ \I \� �� ti; - \� �..� w A. � , ` ) ��z„R x c� \ - GAT€. - - _ !- _ - . - - - -- -- - - - _ -- - ��NE 5.5 SACK. AL HEN' CE TYPICillAL , 6% \ o. \,\ %67 \ DELTA = 44y40' �� NOTE 3 REMOVE EXISTING CURB c v O Z. 2% Z. GAS \ \ \ \ \ \ . ,PF R = 480.0' ) Ca C •d \ -1) 94 LF 6' REM' &�FtbTING \ !: L - 191.24' * fAP• lNf�R r FROM EXPANSION JOINT V A V P. V • UNDirkSP.OIND ----,- - ", ____ -----_- __ f•k\ `\\ . I>gIAN TO SCALE \ NceSe e Xtr SDMHt X 0 - - ------__--- -_ -- -- TO EXPANSION JOINT OR v A v RUWty \ i I A A \, \�°j AS DIRECTED BY THE SANITARY \ \, \\ r \ ELEV,■ 4.3' ` '` 1 so -�v — v -- - -- ENGINEER. sr.wLF DIV E1EV■ 1320', \ /� v. STORM \� 4`- lu ; \` - \�• _/_ :,. s° ' i\ - SCALE: 1=1 GUTTER DETAIL CALL 293-1920 FOR INSPECTION •• `IEST�URB r �\ ALt r .,� - i _•.. J . f DATE: 12-4-89 NA,N P \ BOUNDARY, /"108 LF B! PVC SD \ek / ` obi \ .ii,'-► ''- �``� ' li �.T_�_R� �T CURB CUT COMPUTER NAME' CURBCUT c` o \ �, A • \� SLIPS =1.0050 •, 20' FIRE ACCESS PA•T'M� / � V CTT H -�.1-_L-11 E c"� \ _. CITY OF ANACORTES 293-1920 pPrD .1 NEV PERM T[}�. �` ' ` � \ - _- ?�_ \\ -_ p f /- ' ., \�� CURD CUT STANDARD DETAIL ENGINEERING DEPARTMENT �• I F. VD ^C7 0 \PROPOSED +. / a 1'.�a END (IF y SmE - EXIST SOWN DRAWN BY: ALMVIG c a l yN� cn .'a*1 r,, FUTURE \\\ '., ` \ 'd \\ .\, \, - . \\`1' \ FOR �. $I WITH VNE�LFIAIR I v.CV CQ iv Eli PATH �\ '� CB #4 TYPE 1 \ \ 2, N \;� �`_ E SSMH� .IFHL C \ \, \t ' -- - - - - -- - RIN-ELEVP-1140' _:\, r _.- -. r - _ --.1- .-1 - - - r T- r- -�� Whv is A �v �� RIM s r 15. l 'el CN1 VHF T eI 400 if 4' P�OKAYED INV.!ELEV.=!112J0' y I I I I I I r I ".�.� :. '1. \ _s p --_ `s p o PVC LNDERnRAIN \\ ., \Y, \ \ i , I'', >I I I ' I I i - - - --- Q a/�s 4 SEE DETAIL G V AA V A i v I �� 1 f; I I v' L�'��h1; I ( / i i i ' FOt'SEVER � \ \ l i EXIST. CB /ME 71, -�' c' TOTAL SITE 107,876 SF 2,48 ACRES \ i i, I I RIM ftfV.> 1z. ° -. TOTAL IMPERVIOUS 100,259IIINzty - 4s' I W/ T � N. t o /; SF 2,30 ACRES \ �>` �. \. I 1 I I I I i I I CLEAN S 1 a �- as , TOTAL PERVIOUS (LANDSCAPING) 6,2641ST \ \\' \ I I I / I\ I I X I I I II 1 \'- \ I EXIST. " -� a) rr , SF E .NATION \v�`, q v vy „•!,, I LP .... 0,12 ACRES 57.. REQUIRED OR 5,394 SF \\ \\ \; I /...„ I i ii �1 '*"� ;� y _ _ _ _ _ - _ /i - _ a_ _ '\.. I y� f. 1 L I i, 2' LANDSCAPE STRIP V C O PROPOSED LANDSCAPING WILL INCLUDE ROW \\ '\\\\\ a r / 6" / `. \ \. \ \ � \ '. \ SIRF ACE v/ 2• / ' \ ` — o� <r c.I \ \ \\\\ [_\ '\ �, ;' ' COMPACTED ASPHALT GT�8IDSNGS (/ = s \q\ 1�f^ �E EDGE OF ASPHALT M ,- a Q // ^ FUTVm TRAIL BY OTHERSNEW PERT TER FEN ,,,, 1 ti ,-' i 48.5' ,� 20' FIRE ACCES`.\PATH in I PROFILE \1 BOTTDI —■—_ 5a t \OR- pi � _ _. . _.�' { - 1��. _ __�_� i_ — - } �_L -F-== _25% _ 5 '1 Ilaxaa �' T N W \ �� � e. .4 ' \• * 1 / - , /� + + + + t}" " + 1U c I M./WATER/VATER SEPARATION o PROPOSED 1j `� � •p� \ ,� I 5f- 1 1 i I I- 1 1 I I �oI i ,71,.... p I op ! I f ' IN o w m ` !ri"i +'� ram M li g§ 5 �� 1 bG \ \ :.\ \' O Y i I o 1 I k I -�I I� o1 . I I l IO I O 1 '. I 1 �j n \ CB #i TYPE 1\ , \ $ i / 7YP 2D ItJ �'_ 1 20 �I� Up SURFACE c_ / %I i I i i "�' + I I � RENovE 40' OF CutB GUTTER MATCH EXIST. v I I I I T IV:. / 1 GRADE PARKED T S°Si `'.c' \ \ t / I I CURB CUTER CITY ST DARDS CCS tr ' 16' LIT C-C ' °� ,` \ \ \ C 7- - w:mt���E C TAI,D . I AND REPLACE AS C SLOPE , ,� 2' f �� N 1' �, „i.T ASH REA SPILL CONTROL EIL WATER 6 ss six +� u a \ \\ EXIST C ,,,,if is -- EXISNN __--- RR ELEVATION BOTTOM or svALE utsTING `\ o \�`, Do LF ` DRNNALE SEPARATOR DETAIL F 11L42' ELEV. 109ar ' / L EX .Jj GROUND V A�` V r L I TN PEAK VATER SURFACE 1� \ \ \\ ,\ / _ BLOC, PLANES AM - _ -- .--ry I/ I RIM ELF .=11 .i6 PRIVATE SWALE SEE DETAIL G ELEVfll014' \ \\� T 1I ! ial I EXIST.w BIOSWALE SEED MIXTURE _ ` \ T'kE 1 , MN TO rnME AT A - I I F SECTION D- D 4' Lfn1 o '� \, t>g/ TER SEE DELTD. F DATE - —_Lim Cc. FOR BOTTOM OF SWALE UP TO 6° DEPTH SCALD 1 40 \ I I ( Ir`o�i 2t 9 Purity % Germination a� f 116A''. % Wei Weight SWALE TO DIVERSE \ {� PROPOSED BUILDING _ yy..�� � \, ', �` - - m 0_4 Toll or meadow fescue 75-80 98 90 ` J Q� FUTURE PAVED TRAIL 190' X 220' (19,800 SF) n BY OTTERS < 12' SD `\, , \, 1 r' ' , 1 RAD=30' c•+-I Seaside/Creeping bentgrass 10-15 92 85 � j SEE OIJIFAu AIL E \ ;_ I \ r 3 w3 TYPE 1 FLOOR ELEV,= 117,5 -- T; F 5 �` OUTLET EI EV$11P2' ` '0'; 1 1- 30' RAD RIME V fi 7r �R �j w Redtop or colonial. bentgrass 5 10 90 ct y 80 - PROPOSED \ \L\11 � \/// �.. INN ELEVr 113d' NCB NI3 TYPE 1 /51.3' / 'I �' ' W ' CONTROL • ►■-1 �` hi � 6 PVC NpF nwuNs Tfl CB RBI ELEV,= 116.9' a l I m EROSION CONTROL SEED MIXTURE CCS ,�' SURFACE 3' _ NEW PERIMET FENCE °°^ v \ t " iyT INV. ELEV.= 115A6 - - - • r 16' \ `` FOR ALL LOCATIONS ABOVE BIOSWALE SEED __.-.-__ � <18, _ � *f�,rrST, B D!WATER — — 20' FIRE ACCESS PATH > � r T � �� ;v - --. . -.--. - 3 A1giFFTtS Y, Weight % Purity % Germinationcle ` "`..J ✓ Chewings or red fescue 40 98 90 _..- 262 LF 8• PVC�d-SLOE ■ .0075 ,� i1Ki4:i.� 9 \ - --- �� EXISTING 8' DI VATERMAIN 111/ - -W.-- - .5 :77. 20' UTILITY EASEMENT I= �� EXISTING CROSSING TOP ELEV=11 k r u -i "'' ' - Annual or perennial rye 40 98 90R - `� RR ELEVATION SVALE HDTTO4 INNkvI1 P ,- r _ , �,_ C � GROUND NEW STORM DRAIN INV, ELEV.- oast FIRE HYDRANT 'S MI- 298.40__ - - - XIS.. J,�4• W4TER f7 N Redto or colonial beni rocs 10 92 85 v wA 1 ��-11114'c' ELEV■111<92' SURFACE IG Nl� RELOCATED BEYD� EO" i'°p" plc P 9 v^ R , ' MERMAN J' WIDTH = 2' O S AL \ as as o as TER DER White dutch clover 10 98 90 ' SEE DETAIL 6 PEAT( WATER s C= - TIT SEER AT ~ / r. / .QL Cl..) S�■4 ELEV.■11L39 Sk NEV 4' FENCE/GATE A LATER MEN BM DG EJITCT fH 1 �1 , SECTION C -C �n EWITH 1RE DEPARTME FIR M USE /' - - OCCUPANT-AM u IS '" ., -- I _ ___.__� Grass mix shall be applied of a rate of 120 pounds per acre I • Q .,}._� CD '- , \ \ \ h_ j Optional mixtures must be approved by the engineer. c780 c Q- • n D CC COO SCALE' 1 =10 \ \� / / , Isr.S S7pNALE .� ' i�cnr I \\ \\ \\ I IEXPII2ES 6/02/03 SHEET NO. EXISTING EXISTING r SITE PLAN VERTICAL DATUM \ DLDG BLDG I 1 ( , --- CITY OF ANACORTES DATUM 5� I 1 t — f.,�(_1 : l ( ' \\ C3 `� �' M�NUMEN I AlA 13cTH AND "r" AVENUE °° ` a APPROVED FOR CONSTRUCTION REV.: r. ELEVATION = 121,1' v V I GRAPHIC' CAI,E CONTOUR INTERVAL. 1' \ \ — -- -- — a� t 3 uZ JOB NO: 285 DATE: March 14, 2002 X5 :, 120 \ I , ITY ENGINEER ' DATE SCALE: Hated \ \ I I I APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN DRAWN: D. HERRICSTAD 2002 CHECK: D. HERRIGSTAD ____- -- \0\14° Revision C , Sept .ke .. 17 , 1K WEFT 1 ,..�h �,. ft \ , 350 30-2-223-0002 } \ \ \ --- — SHEET_ _OF_� _ .i nacor of _ e ti.:p T a�::::, 005 740 $!' 4 `9 94 6 5 4 4 City Ates r` Permit#: BLD-2011-0398 ` {` � 904 6th Street Issue date: 12/14/2011 P.O.Box 547 Expire date: 06/11/2013 Anacortes, WA 98221-0547 (360) 293-1901 Job Address: 409 30TH ST Permit Type: Commercial Building Permit ANACORTES WA 98221 Project: APN: Remarks: New sales office building with public restroom. Owner: WILLIAM WOODING Contractor: Address: 13540 ROSARIO RD Address: • ANACORTES WA 98221-8411 Phone: (360)293-7332 Phone: License#: General Information: Fees: Building Valuation 125400 Plan Review Deposit 330.61 # Forced Air Furnace<=1,000 1 Building Permit Fee 916.90 #of Ventilation Fans 2 Plan Review Fee 264.73 #of Gas Piping 1 Mechanical Permit Fees 68.20 #of Gas Water Heaters 1 Plumbing Permit Fee 62.00 #of Water Closets 2 Sewer Inspection Fee 50.00 #of Water Piping 1 State Building Code Fee 4.50 #of Slop Sinks 1 Traffic Impact Fee 783.00 #of Lavatories 2 Total Calculated: 2,479.94 Deposits/Receipts: 0.00 Total Due: 2,479.94 • • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED Y n�,- 1t ;...� . w; iPj; _......,,,.,?r-.),, --7:/: : :,., t1:-. 1!ifV liE1f --c":-.r.si:-",----.., 1 ei i! l!:,__ If r'% t 9 , / `_+1 60"d, CLEAR FLOOR SPACE _ _ 28' 5191 / 18y \ 30 z 1 6WP 13WP el l3WP t k 3,x 5 SN _ o p Q 2x6 WALL -' [nMINj)I -- m 36' etl \/colourf o ' 3� I '. �. PLAN VIEW N PVC PANEL WALE-COVET NG OVER I/2"GW,P02, se N;Z OFFICE ♦ 1,5"d,GRAB PA MIME D- o - -i , 30 � TOUT FAPEM N 6°Pt3LE PR, _ SELF a0 fl o"� 33" 36" PANIC aPF INSIpE fl g I719 27MIN,34 MAX,40 MAX, DOOR PULL w/KEY OJf5117E �- I /8"MIN.KNEE CLEARANCE BASE 60AR1J SHALL EXTENT. I�"MIN, A MIN,OF 5"fr8OVE FLOOR / �' A�-Alll L 31-i{�II y WA1�t?CL05eT�LVA110N SINK.LVAf10N IMP- 2 TI 2 113WP d 9 • _ % LEVER ACTION Pall 28 w/OCOJ'IE7LGCK pINTTI n 3 IN 1 5r room FIXr., 5 ke5f ROOM 32.'xS. c 9' kY NG ,rncetcbs LOCA1"IIONS fl V 1 ♦l �'x . , _ , i �l CONFENCE 3\ bi • ........... SfOWE ROOM ♦ `` 2xb WPLL REFR. 9'LELPY -iN 9'CUINGI 'at.mM _T`ANKEL553 M T LEVER ACTION w/GCOPIRP LOCK 'VENfLAf NG LOUVER 6 0 �' , 50, .- — ADOVE 2 3 x5 5N \ l3WP NO' , , IMF8' .' 14'-3" 1 5'-9" 10'-4" / 71-9. / 9'-II" 28' / NO-M 1 TOTAL AMA 5Q,�T, 120 * ALL�X1'�f?NAL WALL5 Ale 2x6 @ 16" C. * ALL INTh NAL WALL5 Ale 2x4©16" C. 122.6 5Q.HT GLAZING - 15% XCPT A5 N011%t7. - ALL HEA12 P5 TO 4x10 #2 nF EXCEPT A5 NOTW17, r5 � II"x 17"PAPER SIZE---SCALE 151/8" -1I-0" (COPY @ I00%) 5 of 6 22"x 34"PAPER 5IZE---SCALE 151/4" -I'-0" (COPY @ 200%) MAIN ftOOp PLAN 3UIL12 TO VpIFY ALL 17IMN510N5 13AY5I12 130Ar 5raA6 Oft I C� CON511eCT1ON TO COMPLY WITH ALL LOCAL, 5TATh &F�MVA1.PULPING C017F5 12PA1NN 13Y: 13PUC 1:U51A17 PATE: 10/21/11 CITY OF ANACORTES TOURISM PROMOTION FUND Project Assistance Program TIME LINE Annual Cycle for 2012 Tourism Funds June 1, 2011 Preparation and advertising. September 7, 2011 Completed applications Due September 30, 2011 Applications are reviewed by Committee October 17, 2011 Council Agenda for recommendation approval. Once Resolution's Approved: Spending plan becomes part of the 2011 Budget with Notice to Proceed sent to proponents of approved projects. CITY OF ANACORTES TOURISM PROMOTION FUND Project Assistance Program PROJECT APPLICATION: Project Title: Public Restroom 3012 V Avenue Contact Person: Don Measamer, Assistant Planning Director, City of Anacortes Address: P.O. Box 547 City: Anacortes State: WA Zip: 98221 Phone: 360.293.1901 Project Sponsor:_City of Anacortes Address: P.O. Box 547 City: _Anacortes State: _WA Zip: _98221 Sponsor is: Public Agency Amount requested: $8,556.12 Applicant's match: Private property owner constructing building. Estimated# of Visitors to Anacortes: Parks Dept data indicates approximately 10,000 trips on the trail in the month of April Estimated# of Lodging Rooms per Night Total project budget: _$8,556.12 PROJECT SUMMARY: In the space below, provide a one paragraph, concise summary of your request and what it will accomplish. If your request is part of a larger project you may briefly describe the over-all project. However, please focus the majority of your answer on the specific element for which you are requesting funding. A private property owner has proposed constructing a public restroom adjacent to an office building to be constructed at 3012 V Avenue. The restroom would be available to the Tommy Thompson Trail users. 7 The request of$8,556.12 will cover the sanitary sewer GFC and the water meter fee. A one time charge. Parks department has proposed to maintain the facilities. SCOPE OF WORK: Fully describe the project. Expand your summary paragraph from page one to address such issues as: what it is you wish to do; who will benefit, why and how; beginning and ending dates of your project and what measures you will apply to evaluate its success. If you are requesting funds for a specific portion of a larger project, please so state but focus your response on the element for which you are requesting funding assistance. Keep scope outline to this one page or less. Use attachments to describe details. The request of $8,556.12 will cover the Sanitary Sewer GFC and the water meter fee for a proposed public restroom to be located adjacent to the Tommy Thompson Trail at 3012 V Ave, and the public parking lot at 30th and V. Construction is expected to begin summer 2011. The public restroom will benifit the users of the trail. ELIGIBILITY: Specifically, how does your project meet the City and State eligibility requirements as set out in the accompanying application guidelines? Be brief and clear. One or two paragraphs or specific outline will describe. The public restroom provides facilities that are not available to the public in the area. PROJECT BUDGET: Please detail the budget for your project. Remember that though the City can pay no personnel costs (wages, benefits, etc.), such costs are eligible as a portion of your matching portion. The City can pay a share of such costs as postage, design and layout of printed materials, printing, and communications. Please specify whether your various match items will be cash (C) or in-kind (I/K). Total cost of$8,556.12 Sanitary Sewer GFC $5,538.12 8 Water Meter $3,018.00 1 i 9 ATTACHMENTS: We have asked you to be concise in your description of scope, eligibility, budget, etc. Here is your chance to attach descriptive details. Please provide the following information as attachments. ALL APPLICANTS: ▪ any details you find essential to description of significance of your project NON-PROFITS: • copy of state certificate of non-profit incorporation and/or federal 501 (c) (3) letter • copy of most recent program budget • copy of meeting minutes showing project and authorization PUBLIC AGENGIES: ▪ copy of meeting minutes approving project and authorizing application COOPERATIVE PROJECTS: description of reasons for and benefits of cooperative approach list of all co-sponsors by title and type description of individual project responsibilities of co-sponsors letters from co-sponsors endorsing projects, citing responsibilities and agreeing to participate. 10 11),, Anacortes Planning & Community Development Dept. Permit Center 1i P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 400* Ryan Larsen,Planning,Community and Economic Development Director FAX(360)293-1938 Don Measamer,Assistant Director,Building Official To: Fred Buckenmeyer, Public Works Director From: Don Measamer, Assistant Director, PCED December 8, 2011 Re; Wooding Office Building * 3012 V Avenue Mr. Wooding is proposing a sales office at 3012 V Avenue with a floor area of 1045 square feet to include parking. The existing site area is currently crushed rock, constituting impervious area therefore not requiring a storm water impact fee per ordinance 2658. Please let me know if you concur by signing below. I7-el( F d Irneyer, Public Works Director Date ,4 'dt crs e� 7�0 04,,t:O Anacortes Planning & Community Development Dept. Permit Center ao*. P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ryan Larsen,Planning,Community and Economic Development Director FAX(360)293-1938 Don Measamer,Assistant Director,Building Official To: Ryan Larsen, Director, PCED From: Don Measamer, Assistant Director, PCED December 8, 2011 Re; Wooding Office Building t 3012 V Avenue Mr. Wooding is proposing a sales office at 3012 V Avenue with a floor area of 1045 square feet. Please review the following traffic impact fee calculation based on Ordinance 2277 using #710 =T=3.41 per 1,000 GFA, and let me know if you concur by signing below. 1,045 — 1,000 = 1.045 x 3.41 = 3.56 x $900.00 = $3,204.00 Total Traffic Impact Fee= $3,204.00 /21 V// ( R i Director, PCED Date ya Larsen, Se gtl‘ I ww— cA/1 s — S nn..\. '�'t7 6 oci..1,,_ s,9_51_, —__.I 0. `? 9 4.- 1 ‘ °445-"":"-. ‘ 'Er) 4-' z.3 1114)4 itZ LL , /r-1 te— ?Fe,0271)(#11° Ai I 2' — e A-aldre s e4j onyeI A t-f'o9' 30 vK:o, Anacortes Planning & Community Development Dept. Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 ecrost Ryan Larsen,Planning,Community and Economic Development Director FAX(360)293-1938 Don Measamer,Assistant Director,Building Official July 15, 2011 Randy Click Re: Boat Yard Office 3012 V Place Randy, The following comments are a result of the review of the aforementioned project. Please provide the requested information and revise the drawings as needed. 1. Provide elevation detail drawings for the public restroom landings and ramp to show handrails, edge protection, running slope, side slope,public sidewalk elevation at the street and landing elevation at the building. 2. Show how roof drainage will be dealt with. 3. Show proposed water meter location and sanitary sewer location. 4. Provide complete details for the ADA restrooms including proposed wall coverings, water closet seat height, grab bar sizes and locations. 5. The curb ramp at the corner of the 30th and the adjacent parking to will need to be reconstructed as an approved ADA curb ramp. If you have any questions please feel free to contact me at 360.293.1901. Regards, Don Measamer, Assistant Director, PCED City of Anacortes Anacortes Planning& Community Development Dept. Permit Center }.4�ooa�4 P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ryan Larson,Director . Don Measamer,Building Official FAX(360)293-1938 December 1, 2011 Randy Click Robo Construction 817 24th Street Anacortes, WA 98221 RE: Plan Review notes for the new office building at 3012 V Ave. W 9 3 c Dear Randy, Please address the following items so we can complete the plan review. 1. Where does the drainage from the concrete areas go to? Show on the site plan. 2. Show details for handicap parking signage. 3. Show access lane to office from handicap parking. 4. Public handicap parking access aisle needs striping for the full length of the stall. W r/I C 444 y d to 5. Show how the building meets the prescriptive requirements of the Washington State 4--kop £ys// Nonresidential Energy Code for the floor insulation. The plan shows the interior of the t' Co. i.vg slab insulated (not required unless radiant in-floor heated), but not the perimeter which is required (WSEC Section 1311.5 & Table 13-1) 6. The details for the handicap ramp are incomplete and inconsistent. Elevations given on site plan differ from those on other pages. Provide an elevation or section view of each ramp run with adjacent landings, showing all dimensions for total ramp run, total ramp rise, ramp slope, landing dimensions and slope. Provide a plan view showing all dimensions of ramps and landings. Show curb dimensions and handrail details. Show guards if required (if surface of ramp is more than 30" above adjacent grade). Sincerely, Paul Ingalls Building Inspector City of Anacortes Page 1 of 1 Measamer, Don From: Measamer, Don Sent: Monday, August 08, 2011 11:34 AM To: 'randy click' Subject: Wooding Office Building Hello Randy, Regarding the proposed office building for Mr. Wooding, there are still a couple of questions regarding the site elevation. Please let me know a time you are available to stop by to go over the plans. Best regards, Don Measamer City of Anacortes Assistant Director, Planning & Community Development Building Official don@cityofanacortes.org Phone 360.293.1901 Fax 360.293.1938 8/8/2011 , 3 . ..c.- - . . \ . , - • • . .. . _Da. .. _ , , :, , r., .. ,,,, , , • (..... .... • , . , ,. . . .• . , ••• , . . • . ,. .... „. . '4.••..at • . . , • .. . - „.4,'.4444^'''.. • .., . . ., ' . • °*4••• 4' - Oi 4 * I. ' s'• 1 4 . 4 . • . \---- ?'.I- i:, I 1 4'i4 G • ' . , • ..„. , 4 "'.:•1 • ' ._. . ,. .... AI .,r. / : . *. _• . * w t • ':: t•- . '' :".: ,".4154 • ' . ,..t. I. • W:':F*:'1 • • • . . . .... • I ,, 'T • J . q'' ' 'Nig.,; • • 4 , ,'•: 4.. . --.46.,„„...... i'... 1 . • , , - . • .. _ ' . •. ., GAS FURNACES / 28' k TAG MAKE MODEL BTU IN BTU OUT AFUE VOLTS PH. AMPS H.P. CFM S.P. NOTES F-1 LENNOX ML180UH070P36A 66,000 52,800 80.0% 120 1 < 12 1/3 1200 0.5 1,2 / 51,..911t 8 '3" j' (31,51} / 9 -9" / 1: VENT FURNACE THROUGH ROOF USING 4"B-VENT. 2: COMBUSTION AIR PROVIDED THROUGH VENTED ATTIC. I I i 'c I3WP 1 13 5 x 5 .5H 56x 905- FAN SCHEDULE 6�PI3LE., PIZ 4 ���1 Q-' TAG MAKE MODEL WEIGHT C.F.M. S.P. VOLTS PHASE AMPS DRIVE NOTES fi 5E.Lf CL I EF-1 BROAN HD80 23.1 80 0.250 120 1 0.60 DIRECT 1 PANIC (3An IN5117� y 3 c Cr)rct < iz __ POOP P!JLL w/ Kr.0,, �,Lj'' _� c.-FN• 1: CONTROLLED BY ELECTRICIAN. 430 - GT-N+ , I. \ s v ►2+ vc\ CONTROL SCHEDULE r TAG I MAKE MODEL MOUNTING VOLTS NOTES yy X t(1 Ti VENSTAR T1800 60"A.F.F. 24 : --I _ ` 4 / N ' —IN i '- '- CONPUft OFF o AIR TERMINAL SCHEDULE A -----� TAG MAKE MODEL DAMPER APPLICATION MOUNTING SIZE MATERIAL FINISH NOTES Co ALARM 9' CANG CD-1 SHOEMAKER MA NO SUPPLY AIR SURFACE 12"X 12" ALUMINUM WHITE 1 14 CD-2 SHOEMAKER MA NO SUPPLY AIR SURFACE 10"X 10" ALUMINUM WHITE 1 CD-3 SHOEMAKER MA NO SUPPLY AIR SURFACE 6"X 6" ALUMINUM WHITE 1 -- -- -- (3 RG-1 SHOEMAKER 301RS NO SUPPLY AIR SURFACE 20"X20" ALUMINUM WHITE 1 ID' s -. • ‘14, RG-2 SHOEMAKER MCD 4500 NO SUPPLY AIR SURFACE 12"X 12" ALUMINUM WHITE 1 r \ LV-1 SHOEMAKER NO RETURN AIR SURFACE 12"X 12" ALUMINUM WHITE 2 / � ,• k 1: COORDINATED LOCATION WITH LIGHT FIXTURES. 4" cb-veM-r up 9-6-% • 2: PROVIDE WITH FLANGE AND BIRD SCREEN. 14�)` IC. 'F-I / -N AC M' m S U31M'-. ,, L�VM I )' ` GENERAL MECHANICAL NOTES AND CODE REQUIREMENTS w/ OCCUPIFP LOCK. ` G - — �— GII-3 ybG�M 1 12r \. V �N_J I „�0 1: SEAL DUCTWORK PER SECTION 1414.1 OF THE WASHINGTON STATE NON RESIDENTIAL ENERGY CODE. _�\I 5T boo ( 40 , 2G '&01' � _�� * 2: ALL COMBINATION HEATING/COOLING THERMOSTATS SHALL HAVE A 5 DEGREE DEAD BAND PER SECTION 1412.2 OF THE WASHINGTON STATE D - '�F_; 1 , �" •'tI'r"uC`% R'G 0 NON RESIDENTIAL ENERGY CODE. 2; \ ac 3: INSULATE SUPPLY, RETURN , FRESH AIR AND EXHAUST DUCTWORK PER SECTION 1414.2 OF THE WASHINGTON STATE NON RESIDENTIAL O O ENERGY CODE. 4,r v✓at.i.u.Ps 0 co-3 O �- 0 4: COMMISSION SYSTEMS PER SECTION 1416 OF THE WASHINGTON STATE NON RESIDENTIAL ENERGY CODE. ' j5j i 1 .� c.'F^^ Okr NC: 5: ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES. \L JJ - OOM v\ —_... __._ _ 6: WARRANTY ENTIRE INSTALLATION FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. c " $ ILING - -IN ' CEILING s 7: PROVIDE ALL REQUIRED PERMITS FOR INSTALLATION. 2x6 WPLL p• �' _� r 8: SUPPLY CLEAN AIR FILTERS AT COMPLETION OF CONSTRUCTION. � sr ROOM GII—Z Co •�— 9' CEILING GC Op�IM�, i �} s ..-- apse - 9: PAINT GALVANIZED SHEET METAL BEHIND AIR TERMINALS FLAT BLACK. -' �¶ N tAv'KL�55 ( « 10: BALANCE ALL AIR TERMINALS AND EQUIPMENT TO WITH IN 10% OF AIR QUANTITIES SHOWN ON DRAWINGS AND PROVIDE REPORT. II 11: PREPARE OPERATION AND MAINTENANCE MANUALS AND CONDUCT INSTRUCTIONAL WALK THROUGH WITH OWNERS REPRESENTATIVE. w/ OCCI.IPIEP LOCK VtNTLAI1NG' cum 40 In •- �j6K Irr --" GAS METER- , 12; COMPLY WITH 2O09 IBC, 2009 IMC, 2009IFGC, 2009 WSEC. o Ov �. OP ,� dr' 131M' I � — - — \--- - '\ —ELE re-c, WALL f1�A-s g'C _ tag'-5" 5'-9„ / ELEc.-Te-1 GAS C oNTt.�a�-Soa LW I I / ICY-4" r 7' 9" zao� 9'-II" / / 28' / f01-AI. A? A 50, Ft, -- 1120 I57,5 5Q, Ft GLAZING - 14% 5C,o,Lz I % = I IC) MAIN M1 . O MAIN FLOOR HVAC PLAN BAYSIDE BOAT STORAGE OFFICE R & H MECHANICAL, INC. 1711 PORT DRIVE BURLINGTON, WA 98233 PH: 360-757-6909 DRAWN BY: S.C. DATE: 03/02/2012 1 Y 0 •• Public Works ,p4:446101 Engineering and Development Services Date: 12.— 1 Site Address: Dq - 1/451— Attn: Contractors and homeowners The City of Anacortes Engineering and Development Services Division is approving your site drainage and_erosion control plans for the building permit to be issued based on the following conditions listed below. Other departments such as the Building,' Department, Planning Department, or Fire Department may have further requirements or conditions that are not listed _ . . 1. No dirt,mud, rocks,debris, or building materials.wilt.be,allowed to be tracked off site. Streets are to be.keptclean-at all,times.by-sweeping,Flushing of the street is not allowed. 2. Roof drains, footing drains, and-area drains,are to be tied to the storm. system. ( Rigid pipe is preferred) 3. Erosion control shall be monitored by the cOntractor on a daily basis. If erosion control measures are inadequate the inspector may deem other measures necessary., 4. Surface water shall not be concentrated and diverted across public sidewalks or adjacent properties. •• - - • 5. No silt laden surface water runoff shall be allowed to enter streams, drainage ditches, or the City of Anacortes storm drainage system. 6. Construction entrances must be of 11/4" or larger crushed rock unless deemed unsatisfactoryby,the inspector. 7. Exposed soils must be'tildrifoLSeededor covered with straw mulch. 8. Do not flush concrete by-products or trucks near, or into the City of Anacortes storm drainage system.'If exposed aggregate is flushed into the storm system, it could result in cleaning the entire storm system,fines, or possibly reinstalling new stonmline. 9. Streets and sidewalks to be kept clean and no building materials or debris to be stockpiled on public right-of-way. " 10.If no storm system is available a drywell may be used for the drainage system. (No silt laden runoff to enter the drywell). City of Anacortes • Engineering and Development Services PO Box 547 Anacortes,WA 9822'1 fax 360290 OP,'; 11.Clearing limits are to be-clearly marked as shown on the plans. Site flagging is subject to inspection prior to clearing. 12.No.slopes or grades to exceed 2-feet horizontal to 1-foot vertical for residential.construction.- 13.Cracked Or damaged curb/gutter and sidewalk to be repaired or replaced prior to the issuance of the certificate of occupancy. 14.Rockeries over 4-feet in height will require engineering and must be approved by the Building Department. 15.Vertical curb driveway aprons shall be removed and replaced with standard curb/gutter and sidewalk if the•driveway is relocated. 16.Water meter boxes must be undamaged and raised to finish grade. No shrubbery is to be planted within 2-feet. 17.Atl utility cleanouts are to have iron ring and covers marked as•a "Clean Out". All clean outs.and manholes must have a 12-inch wide by 8-inch deep concrete ring around.them _ , 18.All water valves must have-a 2-inch wide by 8-inch deep concrete ring around:them. 19.A.nght-o:frway permit for any work that is to be°performed inside the City of Anacortes right-of-way 20. No permanent stn.Mires are:to be.constructedlriside the City:of Anacortes right-of-way orfri`a ufiiltjr ea 'eriien#without first:receiving an•encroachment , agreement from the City of Anacortes and the affected utilities: 21. Alt contractors-,and:sub contractors,rost:Piave current Washington State coritractiti s:ii ensi * sera ciarrentCity bf AtietorteStusit °ss.Yit eifib to • provide services within the City of Anacortes: : Please. call. (36.0)2994972: to- schedule . all storm; '-sewer, and • curb - inspections. 24=hours notice ' • ngineenng and-Development°Services Division,RepreAentitive` • ' • • . • Cityofaaoortes a s oevelepment services . :; r:.:.:. Telephone 366.293.1926.; • • :. WA 98221 - Fax 36029319 i8` BEST MANAGEMENT PRACTICES CONCRETE TRUCKS/P1.NIP E Rs I I'E t •,r,1:R\ IV Right-of-way permits are required for concrete •r•ii. ,,,r, pumpers parked in public streets or alleys Pumpr-i. ) must be surrounded by perimeter controls such as rr- gravel bags,sand bags or straw wattles Tarps also L. , must be placed beneath conu ete pumper,at ail tin"-s •- 1'I ' +f Residual• materials must be cleaned up as we t il>., dt w WASI'101;'I' AREA m,t M. rrt ) ) I y The disposal of 'wet"cnnstr ur lion rn ten.d,-h;x;io f truLti, n I: - - I!1 �_ ��� e�� �..—.".•��• �� II be handled in the washout are, fill in lude- .,n .;n,: !r r a '�� � ` paint,stucco and concrete Use a sari f berm rn•o iilelhala ale ell t tarp to collect evaporation and prevent run mite,r nearby areas The washout area must be car,ke,1 PAINT AND STUCCO ` s. ` and maintained daily to ensure,,ompn.mce All paint and stucco materials stored on the site must , be contained and covered It is illegal for contractors / DIRE AND GRADING to wash out paint brushes in the street or dump I Mounds of dirt or gravel should be stored on any residues in the sewer or the storm drain Paint site and sprayed daily with water to prevent brushes and spray guns shall be washed/cleaned excessive dust These materials should also out into a hazardous materials drum or back into its ibe covered each day with a tarp,coconut original contvner and disposed of properly mat or other form of protection Visquec'• s ` and/or tarps must be available,ir•.1;,, t. Pl RlltiIETER CONTROLS rt r '�' " • to cover 125%of exposed areal .,, Gravel bags,silt fences and straw wattles are �'.�' rr�r�rw rainyseason(October Apr acceptable perimeter controls,and shall be - -� ' ' used to surround the entire site Avoid running rgMn r., � ,over perimeter controls with vehicles or heavy % ,�_ IglIH1,1 ' ' I'.A R'1'H MOV I N G k.11 l 11 l 1 \ I equipment,as they can damage the materials J� ,r� _ -. b J l `, All aar[hmovmg equipment should be stu-e 1.m Keep extra absorbent materials and/or a wet/dry Ufi_. _ `l .+ IQU111hi ��� / Y site Maintenance should also be conducted on vacuum on site to quickly pick up unintended spills r ..rI di dl r�ily 1/ ��*� the site,and tracks and trails left by equipment Sites must also be checked and maintained daily �_���a _ leading to and from the site should be cleaned aned BUILDING MATERIALS/ lea— - • dam— elup immediately v STAGING AREAS I ^_ STORM DRAINS Construction materials must be stored on site at all times The cry'.Rigor-oi-way / Storm drains must be protected at all tune:, 'I with perimeter controls,suih as sand b.,4,, only exception is it you have aright-of-way permit The City's / \. gravel bags or straw wattle, right-of-way is generally 16'from the face of the curb to the /! [ private property line Building materials should always be covered when not in use to prevent run-off caused by wind or rain To R i/' apply for a right-of-way permit,contact the Engineering and r ) u 1 il1 1 Project Development Department at 619 522 7383 ��`�Sf 1)t.NIPs i LI:s 4- *1101 s�PW 10 • Always Lover dumpsters with a rollback tarp Areas.uouno wrnpsters should be swept daily Perimeter controls should also surround dumpsters If dumpsters are kept on the street, right-of-wav permits are needed for them 6 i 1 S / 0J ell" • ICC/ANSI o ICC/ANSI A117.1 ■ Chapter 3 - Building Blocks • 301 General • 302 Floor Surfaces • • 303 Changes in Level • 304 Turning Space • 305 Clear Floor Space • 306 Knee and Toe Clearance • 307 Protruding Objects • 308 Reach Ranges • 309 Operable Parts 302.1 General. 302.2 Carpet. 302.3 Openings. 302 Floor Surfaces 302.1 General. Floor surfaces shall be stable, firm, and slip resistant, and shall comply with Section 302. Changes in level in floor surfaces shall comply with Section 303. 303.4 Ramped. Changes in level greater that 1/2 inch (13 mm) in height shall be ramped and shall comply with Section 405 or 406. 304 Turning Space 304.1 General. A turning space shall comply with Section 304. 304.2 Floor Surface. Floor surfaces of a turning space shall have a slope not steeper than 1:48 and shall comply with Section 302. 304.3 Size. Turning spaces shall comply with Section 304.3.1 or 304.3.2. 60 min 1525 • I a y 1 � t 7 t � '5`-- (a)Circular 60 min 1525 r C I I E m I I E 24 min L r— 0,_ 610 I I I I L / J, 36 min 12 min / 915 \12 min 305 305 (b)T-shaped Ramps: 405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12. EXCEPTION: In existing buildings or facilities,ramps shall be permitted to have slopes steeper than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations. 405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48. 405.4 Floor Surfaces. Floor surfaces of ramp runs shall comply with Section 302. 405.5 Clear Width. The clear width of a ramp run shall be 36 inches (915 mm) minimum. Where handrails are provided on the ramp run,the clear width shall be measured between the handrails. Amended to 44 inches by WA State if exterior. 405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum. 60 min 5 min6 min 5 1 5 '525 landing ramp run Iand;n0 ramp ran w ,;' landing t at least as wide as ramp run (a) ramp run 4 (b) 405.7.1 Slope. Landings shall have a slope not steeper than 1:48 and shall comply with Section 302. 405.7.2 Width. Clear width of landings shall be at least as wide as the widest ramp run leading to the landing. 405.7.3 Length. Landings shall have a clear length of 60 inches (1525 mm)minimum. 405.7.4 Change in Direction. Ramps that change direction at ramp landings shall be sized to provide a turning space complying with Section 304.3. 405.7.5 Doorways. Where doorways are adjacent to a ramp landing, maneuvering clearances required by Sections 404.2.3 and 404.3.2 shall be permitted to overlap the landing area. Where doors that are subject to locking are adjacent to a ramp landing, landings shall be sized to provide a turning space complying with Section 304.3. 405.8 Handrails. Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying with Section 505. 405.9 Edge Protection. Edge protection complying with Section 405.9.1 or 405.9.2 shall be provided on each side of ramp runs and at each side of ramp landings. 405.9.1 Extended Floor Surface. The floor surface of the ramp run or ramp landing shall extend 12 inches (305 mm) minimum beyond the inside face of a railing complying with Section 505. 405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4-inch(100 mm) diameter sphere where any portion of the sphere is within 4 inches (100 mm) of the floor. 405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the accumulation of water. 505 Handrails 505.1 General. Handrails required by Section 405.8 for ramps, or Section 504.6 for stairs, shall comply with Section 505. 505.2 Location. Handrails shall be provided on both sides of stairs and ramps. EXCEPTION: Aisle stairs and aisle ramps provided with a handrail either at the side or within the aisle width. 505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs or ramps shall be continuous between flights or runs. Other handrails shall comply with Sections 505.10 and 307. 505.4 Height. Top of gripping surfaces of handrails shall be 34 inches (865 mm) minimum and 38 inches (965 mm)maximum vertically above stair nosings, ramp surfaces and walking surfaces. Handrails shall be at a consistent height above stair nosings, ramp surfaces and walking surfaces. r % I I (a) Stairs (b) Ramps Fig. 505.4 Handrail Height 505.5 Clearance. Clearance between handrail gripping surface and adjacent surfaces shall be 11/2 inches (38 mm) minimum. 1 112 min 38 Fig. 505.5 Handrail Clearance 505.6 Gripping Surface. Gripping surfaces shall be continuous, without interruption by newel posts, other construction elements, or obstructions. EXCEPTIONS: 1. Handrail brackets or balusters attached to the bottom surface of the handrail shall not be considered obstructions, provided they comply with the following criteria: a)not more than 20 percent of the handrail length is obstructed, b)horizontal projections beyond the sides of the handrail occur 11/2 inches (38 mm) minimum below the bottom of the handrail, and provided that for each %2 inch(13 mm) of additional handrail perimeter dimension above 4 inches (100 mm), the vertical clearance dimension of 1%2 inch(38 mm) can be reduced by 1/8 inch (3.2 mm), and c) edges shall be rounded. 2. Where handrails are provided along walking surfaces with slopes not steeper than 1:20,the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their entire length where they are integral to crash rails or bumper guards. 505.7 Cross Section. Handrails shall have a cross section complying with Section 505.7.1 or 505.7.2. 4-674 permeter 100—160 113 — E 21/4 max 32-51 E 5? (a) (b) CO Circular Noncircular Fig. 505.7 Handrail Cross Section 505.7.1 Circular Cross Section. Handrails with a circular cross section shall have an outside diameter of 11/4 inches (32 mm)minimum and 2 inches (51 mm) maximum. 505.7.2 Noncircular Cross Sections. Handrails with a noncircular cross section shall have a perimeter dimension of 4 inches (100 mm)minimum and 61/4 inches (160 mm) maximum, and a cross-section dimension of 21/4 inches (57 mm) maximum. 505.8 Surfaces. Handrails, and any wall or other surfaces adjacent to them, shall be free of any sharp or abrasive elements. Edges shall be rounded. 505.9 Fittings. Handrails shall not rotate within their fittings. 505.10 Handrail Extensions. Handrails shall extend beyond and in the same direction of stair flights and ramp runs in accordance with Section 505.10. EXCEPTIONS: 1. Continuous handrails at the inside turn of stairs and ramps. 2. Extensions are not required for handrails in aisles serving seating where the handrails are discontinuous to provide access to seating and to permit crossovers within the aisle. 3. In alterations, full extensions of handrails shall not be required where such extensions would be hazardous due to plan configuration. 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above the landing 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or floor, or shall be continuous to the handrail of an adjacent ramp run. 12 min 305 \ 12 min _ ......_ .._. Fig. 505.10.1 Top and Bottom Handrail Extensions at Ramps Restrooms: 604.5.1 Fixed Side Wall Grab Bars. Fixed sidewall grab bars shall be 42 inches (1065 mm)minimum in length, located 12 inches (305 mm)maximum from the rear wall and extending 54 inches (1370 mm)minimum from the rear wall. In addition, a vertical grab bar 18 inches (455 mm)minimum in length shall be mounted with the bottom of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) above the floor, and with the center line of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) from the rear wall. EXCEPTIONS: 1. In Type A and Type B units, the vertical grab bar component is not required. 2. In a Type B unit, when a side wall is not available for a 42-inch(1065 mm) grab bar,the sidewall grab bar shall be permitted to be 18 inches (455 mm) minimum in length, located 12 inches (305 mm) maximum from the rear wall and extending 30 inches (760 mm) minimum from the rear wall. , 39-41 990— 1040 ' c c,,. 54 init c 12 rrax 1370 c 305 �; ` '," _,, 42 rtnin 1065 ce)—J " Secion 6O9,4 L r r r r / , ,,, • Fig. 604.5.1 Side Wall Grab Bar for Water Closet 604.5.2 Rear Wall Grab Bars. The rear wall grab bar shall be 36 inches (915 mm)minimum in length, and extend from the centerline of the water closet 12 inches (305 mm) minimum on the side closest to the wall, and 24 inches (610 mm)minimum on the transfer side. EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches (610 mm)minimum in length, centered on the water closet,where wall space does not permit a grab bar 36 inches (915 mm) minimum in length due to the location of a recessed fixture adjacent to the water closet. 2. In a Type A or Type B unit, the rear grab bar shall be permitted to be 24 inches (610 mm) minimum in length, centered on the water closet, where wall space does not permit a grab bar 36 inches (915 mm) minimum in length. 3. Where an administrative authority requires flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, that grab bar shall be permitted to be split or shifted to the open side of the toilet area. 36 rain a i 5 - 12 rr€in 4 MITI „0.' 3 €ilo I i I— .� 4ry y 1 3 Fig. 604.5.2 Rear Wall Grab Bar for Water Closet 604.3 Clearance. Ottl r fixilarv,s riot allowed vdrthi n this area\ I i 7 \ I 1 i \ f a . L 60 i'in 1525 Fig. 604.3 Size of Clearance for Water Closet 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 309. Flush controls shall be located on the open side of the water closet. EXCEPTION: In ambulatory accessible compartments complying with Section 604.9, flush controls shall be permitted to be located on either side of the water closet. Lavatories: 606.3 Height. The front of lavatories and sinks shall be 34 inches (865 mm) maximum above the floor, measured to the higher of the rim or counter surface. EXCEPTION: A lavatory in a toilet and bathing facility for a single occupant, accessed only through a private office and not for common use or public use, shall not be required to comply with Section 606.3. E J ` Fig. 606.3 Height of Lavatories and Sinks 606.6 Exposed Pipes and Surfaces. Water supply and drainpipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 606.7 Operable Parts. Operable parts on towel dispensers and hand dryers shall comply with Table 606.7. Table 606.7 Maximum Reach Depth and Height Maximum 0.5 inch 2 inches 5 inches 6 inches 9 inches 11 inches Reach Depth (13 mm) (50 mm) (125 mm) (150 mm) (230 mm) (280 mm) Maximum 48 inch 46 inch 42 inches 40 inches 36 inches 34 inches Reach Height (1220 mm) (1170 mm) (1065 mm) (1015 mm) _ (915 mm) (865 mm) 703 Signs 703.1 General.Accessible signs shall comply with Section 703. • 703.2 Visual Characters. 703.2.1 General.Visual characters shall comply with Section 703.2. EXCEPTION: Visual characters complying with Section 703.3 shall not be required to comply with Section 703.2 703.2.2 Case. Characters shall be uppercase, lowercase, or a combination of both. 703.2.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. 703.2.4 Character Height. The uppercase letter"I" shall be used to determine the allowable height of all characters of a font. The uppercase letter"I" of the font shall have a minimum height complying with Table 703.2.4. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Table 703.2.4—Visual Character Height Height above Floor to Horizontal Viewing Minimum Character Baseline of Character Distance Height Less than 6 feet(1830 mm) 5/8 inch(16 mm) 40 inches (1015 mm)to less 5/8 inch (16 mm),plus 1/8 than or equal to 70 inches 6 feet(1830 mm) and inch(3.2 mm)per foot(305 (1780 mm) greater mm) of viewing distance above 6 feet(1830 mm) Less than 15 feet(4570 mm) 2 inches (51 mm) Greater than 70 inches (1780 mm)to less than or 2 inches (51 mm), plus 1/8 equal to 120 inches (3050 15 feet(4570 mm) and inch(3.2 mm)per foot(305 mm) greater mm) of viewing distance above 15 feet(4570 mm) Less than 21 feet(6400 mm) 3 inches (75 mm) Greater than 120 inches 3 inches (76 mm), plus 1/8 (3050 mm) 21 feet(6400 mm) and inch(3.2 mm)per foot(305 greater mm) of viewing distance above 21 feet(6400 mm) 703.2.5 Character Width. The uppercase letter"0" shall be used to determine the allowable width of all characters of a font. The width of the uppercase letter "0" of the font shall be 55 percent minimum and 110 percent maximum of the height of the uppercase "I" of the font. 703.2.6 Stroke Width. The uppercase letter"I" shall be used to determine the allowable stroke width of all characters of a font. The stroke width shall be 10 percent minimum and 30 percent maximum of the height of the uppercase "I" of the font. 703.2.7 Character Spacing. Spacing shall be measured between the two closest points of adjacent characters within a message, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of the character height. 703.2.8 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent minimum to 170 percent maximum of the character height. 703.2.9 Height Above Floor. Visual characters shall be 40 inches (1015 mm) minimum above the floor of the viewing position, measured to the baseline of the character. Heights shall comply with Table 703.2.4, based on the size of the characters on the sign. EXCEPTION: Visual characters indicating elevator car controls shall not be required to comply with Section 703.2.9. 703.2.10 Finish and Contrast. Characters and their background shall have a non- glare finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. 703.3 Tactile Characters. 703.3.1 General. Tactile characters shall comply with Section 703.3, and shall be duplicated in braille complying with Section 703.4. 703.3.2 Depth. Tactile characters shall be raised 1/32 inch(0.8 mm) minimum above their background. 703.3.3 Case. Characters shall be uppercase. 703.3.4 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. 703.3.10 Height above Floor. Tactile characters shall be 48 inches (1220 mm)minimum above the floor, measured to the baseline of the lowest tactile character and 60 inches (1525 mm) maximum above the floor, measured to the baseline of the highest tactile character. EXCEPTION: Tactile characters for elevator car controls shall not be required to comply with Section 703.3.10. AREA OF REFUGE REFUSE j 'ti f r QF { ,; fir C6 to co t- - *Note: For Braille mounting height see Section 703.4.5 (48" min to baseline of Braille cell). 703.3.11 Location. Where a tactile sign is provided at a door, the sign shall be alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leaves,the sign shall be to the right of the right-hand door. Where there is no wall space on the latch side of a single door, or to the right side of double doors, signs shall be on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor area 18 inches (455 mm) minimum by 18 inches (455 mm)minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers and without hold-open devices. 1.11111111.111111 \\\7 - 75c' 18 min 455 1 / — centered on tactile characters 18 min 455 Fig. 703.3.11 Location of Tactile Signs at Doors 703.4.5 Mounting Height. Braille shall be 48 inches (1220 mm) minimum and 60 inches (1525 mm) maximum above the floor, measured to the baseline of the braille cells. 703.5 Pictograms. 53 Fig. 703.5 Pictogram Field 703.5.2 Pictogram Field. Pictograms shall have a field 6 inches (150 mm) minimum in height. Characters or braille shall not be located in the pictogram field. 703.6.3 Symbols. 703.6.3.1 International Symbol of Accessibility. The International Symbol of Accessibility shall comply with Figure 703.6.3.1. WA State amendment: ...shall be white on a blue background. Fig. 703.6.3.1 International Symbol of Accessibility '2.171 1r,'p N\ ' nr 7 k.: ,,. M1 /� r r --- ;I. jai ;i. r' 1..---'-- ----- \ C' 0 �1 -�_� .->5\. ....- ... •./.N'9. 0 '\ v : . ' PII"IG �i' . :. . MANNO. " _------- ,/\1 \ k- \:vie51 BOOM . . . . . . . . • . NSW, �LV, ZO" S/d�� ,.� C30Z4 Q ki 2' f WAS ,� 4\ .......57/7:7\ L ....7.../ CUP1315p r \ • . . . • . . . . . CD C1-:.Y ..........„, pl" 50142 ,.%44 P • * \ PAOCI\G PAINA6t pipt '' // /// /-/.,.1, ,-/,,. . . . . . . . . . . . . . . , NE \ / o P77984 ........ ...., i , ,./..... , ,...„.„,/ . „. , , „ ..., /// // /./. ., / ,, . Nn/V, R.. V. 20" ---,- • . - . - . • . - . - . - . • . • . - . • . • . - . . . . 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