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civils are last 4 pagesATIRICK & BDIN ASSOCIATES, LLC Engineering & Planning I Seattle I 14900 Interurban Ave. S Suite 279 Seattle, WA 98168-4635 Ph: 206.674.4659 Fx: 206.674.4660 www.patrickharron.com March 1Oth, 2020 Lacey Jennifer Lambert, Engineering Technician City of Edmonds, Engineering Division 121 5th Ave N Edmonds, WA 98020 (425)-771-0220 RE: Murphy Residence (Permit No. BLD20191534) Response to City Comments dated December 31St, 2019 Dear Jennifer, This letter, as well as the resubmitted drawings and documents, are provided to address the City's comment letter dated December 315t, 2019. We have used the same numbering system as found in your comment letter (attached). Note that we are responding to comments relating to site civil aspects of the project and defer to other consultants for remaining responses. General: 1. Right-of-way permit to be submitted by contractor. 2. Access and Utility Easement noted on plan. Documentation by others. 3. Haul route included in the notes on C2.0. 4. Plan shading has been revised on C2.0. Proposed features are not shown. Existing features to remain are dark and existing features to be removed are shaded back. 5. Sewer revised and notes added to be cut and capped a minimum of 20' from the proposed building. 6. Note added for water disconnection. 7. All existing utilities are shown. 8. Haul route included in the notes on C2.0. TESC: 1. Filter fence shown on plan and detail included. 2. Construction entrance called out to utilize ex driveway. Detail included. 3. Filter sock note included. 4. Not needed. There are no significant trees or LID utility facilities on site, nor are there any proposed. 5. Stockpile location included on plan with note. 6. Compost amendment note included. 7. TESC measures note included. PA2019\19139_Murphy Residence - Edmonds\Drawing\Outgoing\Architect\2020.03.XX_2nd Submittal\Oa_19139_ Response to Stormwater Comments #1_12.31.19.docx Murphy Residence Page 2 of 2 Civil Resubmittal Package Transmittal (PDF) • Response Letter (this letter) with attached City Comments and Plan Mark-ups • Revised Civil Drawings (24x36) • Revised Storm Report Sincerely, Patrick Harron & Associates, LLC 11 Schwin Chaosilapakul, PE CC: John Murphy (Owner), Heidi Helgeson (Architect) P:\2019\19139_Murphy Residence - Edmonds\Drawing\Outgoing\Architect\2020.03.XX_2nd Submittal\Oa_19139_Response to Stormwater Comments #1_12.31.19.docx ATIBLUCK I11� & ASSOCIATES, LLC Engineering & Planning I Seattle I 14900 Interurban Ave. S Suite 279 Seattle, WA 98168-4635 Ph: 206.674.4659 Fx: 206.674.4660 www.patrickharron.com March 10th, 2020 Lacey Zack Richardson, PE City of Edmonds, Engineering Division 121 51h Ave N Edmonds, WA 98020 (425)-771-0220 RE: Murphy Residence (Permit No. BLD20191534) Response to City Comments dated January 15th, 2020 Dear Zack, This letter, as well as the resubmitted drawings and documents, are provided to address the City's comment letter dated January 15th, 2020. We have used the same numbering system as found in your comment letter (attached). Note that we are responding to comments relating to site civil aspects of the project and defer to other consultants for remaining responses. Stormwater Review Comments: 1. Extent of demolition in the project description has been revised accordingly. 2. The storm design has been revised to a direct connection, and the perforated pipe system has been removed. 3. An Impervious Areas table has been included on the C1.0 sheet. 4. The legend on sheet C2.0 has been updated accordingly. Civil Resubmittal Package Transmittal (PDF) • Response Letter (this letter) with attached City Comments and Plan Mark-ups • Revised Civil Drawings (24x36) • Revised Storm Report Sincerely, Patrick Harron & Associates, LLC Schwin Chaosilapakul, PE CC: John Murphy (Owner), Heidi Helgeson (Architect) PA2019\19139_Murphy Residence - Edmonds\Drawing\Outgoing\Architect\2020.03.XX_2nd Submittal\Ob_19139_ Response to Stormwater Comments #1_01.15.20.docx WATRICK F� ASSOCIATES, LLC Engineering & Planning I Seattle I 14900 Interurban Ave. S Suite 279 Seattle, WA 98168-4635 Ph: 206.674.4659 Fx: 206.674.4660 www.patrickharron.com March loth, 2020 Lacey JoAnne Zulauf, Engineering Technician City of Edmonds, Engineering Division 121 51h Ave N Edmonds, WA 98020 (425)-771-0220 RE: Murphy Residence (Application No. BLD2019-1534) Response to City Comments dated February 18th, 2020 Dear JoAnne, This letter, as well as the resubmitted drawings and documents, are provided to address the City's comment letter dated February 18th, 2020. We have used the same numbering system as found in your comment letter (attached). Note that we are responding to comments relating to site civil aspects of the project and defer to other consultants for remaining responses. General Comments: 1. Right-of-way permit to be submitted by contractor. 2. Side sewer permit to be submitted by contractor. 3. Property corners have been revised. 4. Easement note has been revised. 5. Access and Utility Easement noted on plan. Documentation by others. 6. Noted. 7. Sheet 1.0 revised accordingly. 8. By others. Frontage Comments: 1. Notes have been revised accordingly. 9. Notes have been revised accordingly. 1o. HMA & Utility Patch Details added to plans. 11. The proposed driveway has been revised accordingly. 12. Noted. 13. Northern driveway entrance to be removed. TESC Comments: 1. Existing foundation not to be preserved. Notes revised accordingly. 2. Clearing limits have been revised accordingly. 3. TESC Plan revised accordingly. 4. Construction entrance revised. 5. TESC legend revised to include shading key. 6. TESC plan and notes revised accordingly. 7. Not needed. There are no significant trees or LID utility facilities on site, nor are there any proposed. PA2019\19139_Murphy Residence - Edmonds\Drawing\Outgoing\Architect\2020.03.XX_2nd Submittal\Oc_19139_ Response to Plan Review Comments #1_02.18.20.docx Murphy Residence Page 2 of 3 8. Temporary stockpile location included on TESC plan. 9. TESC notes revised. 10. Same as above. 11. Same as above. Water Comments• 1. Water meter called out on plan. Size added to plan. Note added for installation of new line and possible meter replacement. 2. Point of connection at ex water meter. Size and material added. 3. Notes added for dry utility separation and crossing. Sewer Comments• 4. Easement line and hatch updated for legibility. 5. Pipes have been listed from the main to the house. 5. Cleanout added. 7. Inverts added. Detail added. 8. Notes for contractor inspection have been added for reuse. Cut and cap location has been added to C2.0. 9. Plan notes have been added. 10. Plan notes have been added. 11. Details added. Dry Utilities Comments: 1. Note added. 2. Noted. Storm Comments• 1. Impervious area chart included on Sheet C1.0. 2. See Storm Callout 3 on Sheet C1.0. Footing drains discharge into SDCB #1 and combine with roof drainage. 3. Plans revised accordingly. Slope presented as 2.0 % to match significant figures of other pipe slopes. 4. Storm design has been revised accordingly. 5. Proposed storm pipes in the street have been revised to be ductile iron. 5. Architect to revise accordingly. 7. Same as above. 8. Plan notes revised. PA\2019\19139_Murphy Residence - Edmonds\Drawing\Outgoing\Architect\2020.03.XX_2nd Submittal\Oc_19139_ Response to Plan Review Comments #1_02.18.20.docx Murphy Residence Page 3 of 3 Civil Resubmittal Package Transmittal (PDF) • Response Letter (this letter) with attached City Comments and Plan Mark-ups • Revised Civil Drawings (24x36) • Revised Storm Report Sincerely, Patrick Harron & Associates, LLC 11 Schwin Chaosilapakul, PE CC: John Murphy (Owner), Heidi Helgeson (Architect) P:\2019\19139_Murphy Residence - Edmonds\Drawing\Outgoing\Architect\2020.03.XX_2nd Submittal\Oc_19139_Response to Plan Review Comments #102. 18.20.docx of ED,Vo CITY OF EDMONDS PLAN REVIEW COMMENTS ENGINEERING DIVISION 4-" .'3 (425) 771-0220 City Website: www.edmondswa.gov DATE: December 31, 2019 TO: Heidi Helgeson heidi@h2darchitects.com FROM: Jennifer Lambert, Engineering Technician Jennifer.lambert@edmondswa.gov RE: Application #: BLD20191533 Project: Murphy - Demo Project Address: 406 2nd Ave N During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit revised plans/documents including a written response to each item below. Resubmittals can be made at the Development Services Department on the 2nd floor of City Hall. Permit Center hours are M, T, Th & F from 8am-4:30pm and on Wednesdays from 8:30am-noon. City of Edmonds handouts, standard details, application and other forms, and development code may be referenced on the City website: www.edmondswa.gov under Services/Permits and Development. GENERAL 1) A right-of-way permit is required to perform work within the City right-of-way (ROW). A ROW Permit Application shall be completed by the contractor and submitted to the City prior to issuance of the building permit. 2) If any easements exist, please show all information within the plan sets. Note AFN's for existing easements and/or recording documents for proposed easements as applicable. 3) Show haul routes. Truck and trailer will not be permitted. 4) This demo plan sheet should show only the existing features (no proposed features). However, show the proposed foundation line of the proposed structure if the sewer is not being cut and capped at the property line (see note 5b below). 5) Show the sewer being cut and capped. a. If the side sewer (from the property line to the house) is not proposed to be re -used, show the sewer being cut and capped at the property line. b. If the existing side sewer is proposed to be re -used, the line must be cut and capped a minimum of 20' from existing and/or proposed foundation, whichever is closest to the property line. 6) Show the existing water service line being disconnected at the meter and the installation of a hose bib with an AVB at the meter. 7) Show existing utilities on the plans 8) The project is located within the downtown area. Please show and/or describe the haul route. TESC 1) Show filter fence location on the plans and incorporate and reference City standard detail ER-900. 2) Show the construction entrance on the plans and incorporate and reference City standard detail ER-901. 3) Please show and add a note to the plans that filter socks will be added to any catch basins downstream from the construction site. Incorporate and reference City standard detail ER- 902. 4) Orange protective barrier fencing shall be placed at the drip line of trees to remain and around areas proposed for low impact development techniques, such as rain gardens, infiltration systems, etc., to protect the area from compaction. 5) Please provide the location of the temporary stockpile. Add a note that the stockpile is to be covered within 24 hours. 6) Add note: All disturbed areas to be compost amended per 2014 SWMMWW BMP T.5.13. 7) Add note: Install and maintain all TESC measures according to approved plans, City of Edmonds standard details, and all other measures that may be required during construction. Page 2 of 2 OF E 0A LP To: Date: Project Name: STO RM WATE R REVIEW COMMENTS City of Edmonds Engineering Division Applicant January 15, 2020 Murphy SFR Permit Number: BLD20191534 Address: 406 2nd Ave N Review Type: Building (SFR) Submittal Date: 12/3/2019 Reviewer: Zack Richardson, PE City of Edmonds, Stormwater Engineer Recommendation: I recommend that BLD20191534 be withheld until the comments below are adequately addressed. Review Comments: 1. Drainage Report: Update project description to clarify extents of demolition for the existing improvements; appears to be demolishing everything except a single shed as currently presented. 2. Drainage Report: Update report MR #5 section to reflect ECDC 18.30.060.D.5.b.iv; the site is located in a direct discharge basin. a. Remove the perforated pipe connection as currently shown; it is not required nor desired given the likelihood of groundwater contributing flows to the City system. 3. C1.0: Add an impervious areas table to this plans sheet (similar to one in drainage report). 4. C2.0: Update legend to clarify what each hatching on this sheet represents and/or identify the limits of demolition. Page 1 of 1 of EDAto CITY OF EDMONDS �d PLAN REVIEW COMMENTS f ENGINEERING DIVISION (425) 771-0220 LSt. I890 City Website: www.edmondswa.gov DATE: February 18, 2020 FROM: JoAnne Zulauf, Engineering Technician JoAnne.Zulauf(a� edmondswa. gov RE: Application #: BLD2019-1534 Project: Murphy - Single Family Residence Project Address: 406 2nd Ave N During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit revised plans/documents including a written response to each item below. Resubmittals can be made at the Development Services Department on the 2nd floor of City Hall. Permit Center hours are M, T, Th & F from 8am-4:30pm and on Wednesdays from 8:30am-noon. City of Edmonds handouts, standard details, application and other forms, and development code may be referenced on the City website: www.edmondswa.gov under Services/Permits and Development. GENERAL 1) A right-of-way permit is required to perform work within the City right-of-way (ROW). A ROW Permit Application shall be completed by the contractor and submitted to the City prior to issuance of the building permit. 2) Submit Side Sewer Permit Application form. 3) Please use property corner symbols to show the property extent. 4) Easement is called out as "Access and Utility Easement" on plan but under Easement notes it is referred to as a Drainage and Utility Easement". Please revise to be consistent. 5) Please provide documentation that the section of the easement crossing this property has been recorded. If it has not, it will need to be recorded. Please request a template if needed. 6) Please note: additional comments not included in this review may be produced after reviewing the next submittal. 7) On Sheet C 1.0, replace shed label with "Existing Shed to Remain". 8) On Sheet 01 (Arch) Site Plan, add a note to the site plan that states "See Civil Plans for Site and Utility Construction" FRONTAGE 1) Add a note to the plans stating existing failing, damaged or non-ADA compliant frontage improvements shall be removed and replaced as determined by the City Engineering Inspector. 9) Please add the following note to plans: Utility patches shall be combined and full width or half width overlay will be required depending on the extent of disturbance. Where utility patches fall entirely within one travel lane, the overlay shall extend to the centerline of roadway. Where utility patches extend into both travel lanes then a full width overlay is required. 10) Add Typical HMA and Utility Patch Standard Detail GU-4 10 to plans. 11) The plans show the existing approach that is approximately 10' in width with a proposed driveway that is 16' in width. a. Minimum driveway approach is 12'in width. Please show a proposed driveway approach meeting city standards. Add standard detail for the Driveway Approach Type III TR-543. b. Widening of the driveway shall be accomplished on private property using a gradual shift. 12) If constructing a new driveway approach, concrete or asphalt can be placed to the back of sidewalk or curb. 13) It appears that the driveway on the northern end of the property is to be removed. Please show that the driveway approach will be removed on all plans. If you choose to keep the driveway, it will need to be upgraded to meet city standards. TESC 1) Plan notes that all within clearing limits to be removed however there are notes elsewhere that indicate the foundation will remain. Please lighten all that will be removed. Clearly show and label the foundation area to remain. 2) Extend clearing limits to include driveway approaches. 3) Show filter fence on the plans and incorporate and reference City standard detail ER-900. 4) Only one construction entrance should be indicated for this project. Minimum length is 50 ft so two would probably be too much for this site anyway. 5) Please provide a key for the shading used on this plan and lighten everything that will be removed. 6) Please show and add a note to the plans that filter socks will be added to any catch basins downstream from the construction site. Incorporate and reference City standard detail ER-902. 7) Orange protective barrier fencing shall be placed at the drip line of trees to remain and around areas proposed for low impact development techniques, such as rain gardens, infiltration systems, etc., to protect the area from compaction. 8) Please provide the location of the temporary stockpile. Add a note that the stockpile is to be covered within 24 hours. 9) Add note: All disturbed areas to be compost amended per 2014 SWMMWW BMP T.5.13. 10) Add note: Install and maintain all TESC measures according to approved plans, City of Edmonds standard details, and all other measures that may be required during construction. 11) Please add haul route. The route will be 2nd to Caspers, 9th Ave, Puget Dr, 196th to Highway 99 or 15. WATER 1) Please call out the existing meter size. Page 2 of 4 2) Show water line from approximate point of connection (to existing line) to the house and call out size and pipe material. 3) Show that there is a minimum of 3' of horizontal separation between the water service and dry utilities (i.e. power, phone, gas, cable, etc.). SEWER 4) The property line type and the easement line type are very similar. If possible, please lighten the sewer easement shading and outline so it looks different than the property line and so is possible to see the location of the sewer main. If the sewer main is not shown, please add it. Note size and material of the public sewer main-8" concrete. 5) Entire sewer run shall be shown from the main line to the house. Note pipe size, length and material. Show where existing sewer is proposed to be stubbed approximately, the invert at that location and show the new sewer connecting to the residence with 4 — 6" clean out noting invert. 6) Show a 6" sewer cleanout at the edge of easement (See comment #8 below for additional information. Please add a note that the 6" cleanout at the property line shall have a 12" cast iron lamphole cover with 1/2" hexbolts. Add sewer cleanout standard detail SS 200 to plans. 7) Provide invert elevations at the main, the cleanout at the property line, and at the house so a minimum 2% slope and minimum 1' pipe coverage can be verified (2' coverage if under a drivable surface. 8) If the existing side sewer is to be re -used, the line must be cut and capped a minimum of 20' from existing and/or proposed foundation whichever is closest to the edge of easement. It may make more sense to replace the line to the edge of easement since a clean out is required there anyway. If choosing to reuse the pipe, (provided it has been approved for reuse, see #9 below), then a spot repair can be indicated to install the cleanout on the existing line at the easement edge. Please revise the plans accordingly. 9) Please add a note stating that "The existing side sewer (line from house to edge of easement) will need to be TV'd by the contractor and video must be submitted to the City for review and approval to re -use. If not reusable" 10) Please also add this note stating "The existing sewer lateral (line from edge of easement to the sewer main) is proposed to be reused. The City's Public Works Department will need to TV the lateral to determine if it is acceptable to re -use. If not re -usable, lateral shall be replaced by property owner. Contact Edmonds Public Works Sewer Division, 425-771-0235, to schedule inspection. 11) Please add the sewer lateral SS 202 (to have in case the lateral ends up having to be replaced) and side sewer standard detail SS 201. DRY UTILITIES 1) Show all dry utilities and required utility separation. Please add a note that a minimum of 3' separation is required between the dry utilities (power, gas, phone, cable, etc.) and sewer, water, and storm and 5' from any City main lines. 2) All utilities shall be underground including power. STORM 1) Impervious Areas chart: Provide a breakdown for all the impervious surfaces. Page 3 of 4 Project Site Category: (Category 1 or Category 2) Discharge location: (City's MS4 (municipal separate storm sewer system), BNSF Property, Puget Sound through the City's MS4) Type of area Square footage Stormwater Facility Lawn and Landscape Roofs Hard surfaces 25% Retrofit 2) Will footing drains be installed with this project. If so, show where the footing drains will discharge. 3) Plans indicate that the storm line between the perf stub out and the connection to the main has a slope of 20%. Using the inverts noted on the plan, the pipe is at a 2% slope. Please revise plans. 4) Revise plans to show the orientation of the storm pipe between the perf stub and the proposed manhole in the right of way perpendicular to the property line. 5) Confirm that any pipe (this would apply to all types of pipe; storm, sewer, etc.) located under any driving surface has two feet of cover or is to be of ductile iron. One foot of cover is acceptable in landscape areas. 6) Sheet 01 Site plan shows a trench drain is shown in front of the garage. This is not shown on the civils. Please revise the sheet(s) that are incorrect. If installing a trench drain, please note the invert elevation where it connects to the storm system (roof drains). 7) Sheet 01 Site Plan shows a sidewalk along the southern side of the residence and stepping stones around the southeast corner. It also shows a heat pump. Please revise the sheet(s) to show consistent proposals. Sidewalk not falling under the roofline will need to be added to the impervious surface total. 8) Please add a note to the plans that if the rim to invert elevation exceeds 5-feet then a type II manhole will be required. STORMWATER ENGINEER REVIEW Refer to separate plan review comments by City Stormwater Engineer, Zachary Richardson. Please contact Zack directly at 425-771-0220 or by email at zachary.richardson(&edmondswa.gov with any specific questions you may have regarding his comments. Page 4 of 4 PROJECT TEAM PROJECT DATA PROJECT INFORMATION DEVELOPERIOWNER DEVELOPMENT DATA CLAIRE AND JOHN MURPHY SITE AREA 0.18 ACRES (7,906 SE) 406 2ND AVE N SITE ADDRESS 406 2ND A✓E N EDMONDS WA 98020 EDMONDS, WA 98020 ARCHITECT HEIDI HELGESON PARCEL NUMBER 00592200000600 NICOLE MCKERMAN ZONED RS-6 H2D ARCHITECTURE + DESIGN MINIMUM LOT SIZE 7,906 SF. 23020 EDMONDS WAY 1113 SETBACKS EDMONDS, WA 98020 FRONT(STREET) 20 FEET PH2065423734 SIDE YARD 10 FEET COMBINED EMAIL: h foM2da hite,T,. n (5 FEET X 2) REAR YARD 15 FEET CIVIL ENGINEER PATRICK HARROW & ASSOCIATES, LEG MAXIMUM LOT COVERAGE 7,906 SF.x35Z=X7671 SF. SCHMN CHAOSLAPAKUL, A. 14900 INTERURBAN AVE. S., SUl7E 279 MAXIMUM BUILDING HEIGHT 25 FEET SEA TTLE, WA 98168 PH' 206.674.4659 UTILITIES EMAIL: 11hwm@pat6ckharron.c= SEWER CITY OF TOMONOS SURVEYOR WATER CITY OF EDMONDS TERRA NE POWER SNOHOMISH COUNTY PRO 10801 MAIN STREET SU17E 102 NATURAL GAS PEE BELLEWE, WA 98004 TELEPHONE COMCAST PH' 425.458.4488 SCHOOL DISTRICT EDMONDS EMAIL: ,uPpo t0t-ne t FIRE DISTRICT CITY OF EDMONDS PER PERSONAL REPRESENTA IIVE'S DEED RECORDIN31201611300588) LOT 6, SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 75 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BASIS OF HEARINGS: THE CENTERLINE OF 2ND AVf BEARING = NORTH 30'4848" EAST PER R7. VERTICAL DATUM & CONTOUR INTERVAL: HARD 88 - PER GPS OBSERVATION REFERENCES: k SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 PLATS, PAGE 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. � Cnhh Crates Tpp 3C 0 e S/ TE f.yr 0.e112.4 Avenue North Edmonds For the A P g "N a• Brooklyn Hair Studio for Men �P Loughlin 9 r 0 �aeyt; �.;:.Company CPAs SITE CALLOUTS AREA MAP a' N TS i. BUILDING FOOTPRINT CONCRETE PA770. / \ 3. AY (15' WIDTH). FOUND MON IN CASE ° BRASS PIN, DOWN 1 2'/ �� 4. BALCONY. EX. SDCB, TYPE ,/ 5. CONCRETE WALK. y Q = 7 RIM 40.5i FP \ \ PEDESTAL.6. EXISTING PLO POWER SAWCUT AND REMOVE PA 7EMENT AND SIDEWALK TO �12' 38.3 (OUTNW)INSTALL STORM. REPLACE IN KIND PER CITY OF EDMONDS / / o 36 LF 12" SD / 1'L' 38.3 (NEW, IN -SW) / / \ STANDARDS. / a \ N yy AP OF of WATER J / \ ® STORM CALLOUTS / P ECORDS J// \ APPROXIMATE LOCATION Fq \ i. CONNECT TO EXISTING STORM SYSTEM. �PROX LOC OF - J6. ya / \� / 2 ROOF DRAIN SYSTEM (TYP). OF NEIGHBOR'S \ SIDE STORM, O _� J. FOOTING GRAIN SYSTEM (TYP). ER CITY RECORDS i` DRIVEWAY PER GOGGLE �v/ \ / 4. DIRECT SHIP IN A L DISTURBED PP / \ � =O 6 4.e J 5 AMEND SOILS IN ALL OISTURBEO AREAS THAT Wll1 BE PERVIOUS SURFACE /11 / (TYP)SEE DETAIL ON C7 1 y v po 0. O SDCB 2, TYPE I � / RIM 41.5i y v 4" IE 39.0 (IN -SE) 12" IE 38.8 (OUT -NE) 3 £XlS77NG j" WATER METER X � o 2" PEX PIPE /T PK NAIL . .d 20.0 ° ET W/ WASHER ° ( �TBACK _ INET v� WALL RIL M 42.4f 0.3' SW FEN E� t 1A W 3 0.8' \ / 0 10 20 ® UTILITY CALLOUTS FENCE 2 LF 4" HORIZONTAL SCALE 1. LOCATE AND DISCONNECT EXISTING WATER SERVICE LINE AT METER AND \ `ON LINE a \ SD @ 2D% \ INSTALL A HOSE BIB WITH AN AB. CONTRACTOR TO VERIFY CONDIBON OF SDCB 1, TYPE EXIS77NG WATER LINE IS SUITABLE FOR RE USE NEW METER AND NEW f SERVICE CONNECTON TO THE MAIN MAY BE REQUIRED. CAPACITY FOR RIM 420E DOMES A AND FIRE DEMANDS TO BE VERIFIED. IF NEW CONNECTION TO 4" IE 39.6 (IN-E) WATER MAIN IS REQUIRED, ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY / 7 4" IE 39.6 (IN -SW) SHALL BE RESTORED TO CRY OF EDMONDS STANDARDS. % 2 LOCATE AND CONNECT TO EXISRNG SIDE SEWER LINE CONTRACTOR TO 4" IE 39.6 (OUT -NW, W/DTE) VERIFY LOCATION, DEPTH, AND CONDITION OF EXISNG SIDE SEWER LINE 4 \ AND THAT CONNECTION FOR PROPOSED SIDE SEWER SERVICE CAN BE MADE AT A MINIMUM OF 2.0% SLOPE FROM THE BUILDING PROVIDE VIDEO 4 4 3 \ \ ' •' INSPECTION THAT CONNECRON IS COMPLIANT WITH CURRENT CODES. / �'`\ _ \ 3 LOCATE AND CONNECT TO EXISRNG PSE GAS SERVICE LINE \ 4. CONNECT UNDERGROUND POWER SERVICE FROM EXISRNG PUD POWER \ 44 LF 4" RD ®1.8% PEDESTAL. RD @1.0% // \ \ \ \\ 5.0'SIDESE7BACK /.;[::[i[ •)A, EASEMENTS \5 4 / / \ / \ \ \ \ \ \ \ \ =cA'2� r(/ / 1. EXISRNG ACCESS AND U77LITY EASEMENT TO REMAIN. tom, •:: NOTES 5 / ' 1. EXISRNG FRONTAGE IMPROVEMENTS THAT ARE FAILING, DAMAGED, OR NON-ADA COMPLIANT SHALL RIM 3 / \ \ /::::::::........ \ RIM 42.2f �"' :' � BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR 4" IE 40.4:::::: ::::: " 2 UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE WHERE UTILITY PATCHES FALL ENTIRELY ::::: ' :::::' )/ WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. 13 LF 4" \ �'/ \ 4� q, j WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS \ / RD @ 4.0% h' o' 7 REQUIRED. T r NEW SINGLE FAMILY \ O FooF EXISTING SHED::. RESIDENCE E• ' cs.r 3 THE EXISRNG SIDE SEWER (LINE FROM HOUSE TO EDGE OF EASEMENT) WILL NEED TO BE N'D \ C� �Fq \ TO REM AN BY THE CONTRACTOR AND VIDEO MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL \ ( 4O6 2ND AVE N B2 D' \IDF ;;. TO RE -USE IF NOT REUSABLE EDMONDS, WA 98020 6" SS 4" IE 40.9 �� a„ FENCE COB \ EG 42.5 ° P 6" SS CONNECTION 1 "./ "'E 4. THE EXISRNG SEWER LATERAL (LINE FROM EDGE OF EASEMENT TO THE SEWER MAIN) IS \ `\ MAIN FEE - 429 E 39.$f ass ° EG 42.4 - PROPOSED TO BE REUSED. THE CITY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE \ \ . / LATERAL TO DETERMINE IF IT IS ACCEPTABLE TO RE USE IF N07 RE-US46lf, LATERAL SHALL 4" IE 40.1 .�" E 36.$f BE REPLACED BY PROPERTY OWNER. CONTACT EDMONDS PUBLIC WORKS SEWER DIVISION, LF 6" SS x 425-771-0235, TO SCHEDULE INSPECTION. \ � \ / // y ° e 0 5.0% z qT �'S `S' / •' :: ; \ 5 IF THE RIM TO INVERT ELEVATION EXCEEDS 5-FE17 THEN A TYPE Il MANHOLE WILL BE OUND IRON PIPE REQUIRED. I,• 3O LF EX 6" F� \ .:: g/ 0.08'N & 0.23'\ \ SS @ 5.0% / ;;;', ,;; ;; �/ OF PROP COR \ 5. ALL DRY UTILITIES TO HAVE 3' MINIMUM HORIZONTAL SEPARATION FROM ALL OTHER URLITIES, 1�1 RIM 425E REAR 2 \ \ / SETBAC::: TOTAL DEVELOPED AREA Surface Type Area (SF) Area (AC) Total Project Site Area 7,906 0.181 House Roof 2,559 0.059 Onsite Driveway 396 0.009 Walkway 138 0.003 Back Patio 355 0.008 P. Shed 312 0.007 New Hard Surface Sub -total* 3,760 0.086 Undisturbed Lawn/Veg. 2,022 0.046 Replaced Lawn/Veg. 2,124 0.049 Pervious Sub -total 4,146 1 0.095 / 111.11 ACCESS RND UTILJTY (17'CSW BWALL \\�� J / / 1 // EASEMENT-' 51 LF 4" RD @ 1.2% 4" IE 40.9 / \ \ / FENCE END FENCE CDR\ \\\\ �I _ / 8" CONC 0.7' SW 0.1' BE 13 LF 4" RD @ 0.8% --� /.7 BLOC SDCO #2 L RIM 43.1t:�% \ / k EAVEE1' NE j 5.0' SIDE SETBACK o EAVE ::�#,` ' FOUND REBAR/CAP LSq 4561 BLDG f3::� 0.42'N & 0.12'W 2.3' NE 'F^�' • • OF PROP COR : CON \ :: o WALL \ W/ 12' CI LAMPHOLE COVER W/ ;" HEXBOLTS RIM 41.8f 6" IE 37.0E SHEET LIST TABLE SHEET / AWE DESCRIP)KMI I C1.0 COWR -qn7 & SITE & UTILITY PLAN 2 C1.I NOTES & SIR: & URIIIY DETAILS 3 C1.2 ROAD AND UTKOY DETAILS 4 CIO TESL PLAN & DETAILS ABBREVIATIONS GENERAL: EX. EXISRNG TYP TYPICAL NIS NOT TO SCALE SITE. FY FRONT YARD SY SIDE YARD RY REAR YARD BL SETBACK LINE ROAD: CSIC CRUSHED SURFACE TOP COURSE CSBC CRUSHED SURFACE BASE COURSE GRADING: FG FINISH GRADE EG EXISRNG GRADE HE HIGH POINT LP LOW POINT IF FINISH FLOOR TC TOP OF CURB BC BOTTOM OF CURB FL EL FLOW LINE ELEVATION BASEMAP LEGEND - ASPHALT SURFACE BUILDING CENTERLINE ROW CONCRETE SURFACE RETAINING WALL FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) GAS LINE G ❑ GAS METER ACCESS & U77LITY EASEMENT O MONUMENT IN CASE (FOUND) REBAR/IRON PIPE AS NOTED (FOUND) P ❑ POWER METER POWER (OVERHEAD) POWER POLE W/ LIGHT REBAR & CAP (SET) 1^l1 ROCKERY SEWER LINE STORM DRAIN LINE SIZE TYPE O TREE (AS NOTED) WATER LINE j; NAIL AS N07ED KAI WATER METER Z 0 H D. U w L O W O Z 111 LULU Z D J L\U EO �X / W O I_ VJ �44a O _ c6 o U05 c rq v c � a N � yN C Ip r 1r1��-•d N V LL o W C � > Q �D� w v o U cNJ cda moy �a3 R� 19139 �YSC o CAD �YSC z LU , zoo a STORM: LI_ D ? NO o0 CB CATCH BASIN Q o ZO J SDMH STORM DRAIN MANHOLE SO CO STORM DRAIN CLEANOUT K v 21 TE PIPE INVERT g W G D.I. DUCTILE IRON [� d SIT SOLID LOCKING LID ORE DOWN TURNED ELBOW LATE UP TURNED ELBOW 0..W OBSERVATION WELL DWS DESIGN WATER SURFACE LID ENE/DEAD STORAGE INTERFACE C SED SEDIMENT STORAGE Z DOT BOTTOM RD ROOF DRAIN ED FOOTING DRAIN TO TRENCH DRAIN 1Y4 APPROVED FOR CONSTRUCTION TE 03/10/2020 WA WATER CITY OF EOMONDS SEWER & SEPTIC DATE: AS SHOWN SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE BY: SSCO SANITARY SEWER CLEANOUT nwmc uo. C 1 . 0 OF DRAINnIELD CITY ENGINEERING DIVISION 1 - 4 Q a z Z LL1 o MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DWAEER REINFORCED OR 12' PLAIN CONCRETE ALL METAL PIPE 15' CPSSP• 12' (WSDOT SID SPEC 9-05.20) SOLID WALL PVC 78• (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC IS' WSDOT STD SPEC 9-05.12 2 y %✓ ^y� " CORRUGATED POLYEDMDIE J• 9 ✓ STORM SEWER PIPE 4", 6", 1 OR 12" RISER Sjl$�$�,j NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE OQYj ] WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE AA /• FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASIM A497 (AASNTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20'. KNOCKOUTS MAY BE ETHER ROUND OR D" SHAPE. 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION F AND RISER SECTION SHALL NOT EXCEED 1/2-/FT. 7. DITCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE T WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) PRECAST BASE SECTION S. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL REVISION DATE CITY OF EDMONDS JANUARY 201a CATCH BASIN TYPE I PUBLIC WORKS STANDARD DEPARTMENT DETAIL �s1 Ig9� APPROVED BY: R. ENGLISH SD-303 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED NATIVE VEGETATION 0" TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL I � � JUND16TURSED UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 2" ORGANIC MULCH 9RASS: SEED OR SOD 3" OF COMPOST1-IIClll-11 -11R 1.75' OF COMPOST INCORPORATED INCORPORATED INTO 5' OF I]--I-1-II -LLI -m INTO 6.25" OF SITE SOIL (TOTAL SITE SOIL TOTAL AMENDED ( -(]I- ILL -IT -ILL AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A -T IIF2111EII -E III-ITIT-I-I III SETTLED DEPTH OF 8") SEALED DEPTH OF B') I� LIJJI- MI IJr Il-I 1 SUBSOIL SCARIFIED 4' BELOW 'I' _ - -1 SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) _ - = - -.. 12" - - - :I�� COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 2" ORGANIC �y �� %/�i"//w" SEED 1. AREAS OF NO DISTURBANCE SHALL BE FENCED AND EXISTING VEGETATIONOIL SHALL BE MULCH ���/��/�/� 0 0" - T. 1 OR SOD MOMS CONSTRUCTION IMPACTS. 11.. 1 6" IMPORTED 6" IMPORTED 2, TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX (COMPACTED 0101 TOPSOIL MIX (COMPACTED FULLY SATURATE WITHOUT CAUSING EROSION. DEPTH) 6" it - DEPTH) 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 SUBSOIL IS a 1= -II' `r =1_' 'I' II IF al I' 4 SUBSOIL IS EDMONDS ITORMWAER 7). SCARIFIED 6"- �_� SCARIFIED 6' ppDENDUM (CHECKLIST IMPORTED _ - _ - BELOW IMPORTED 4 OF TO TOPSOIL MIX 12• - TOPSOIL MIX REQUIRED) TO BECOMPACTION 65% (PSOIL MERE AX) OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D7557). lmlkii�CITY OF EDMONDS PUBLIC WORKS DEPARTMENT Fs1 iB90 POST CONSTRUCTION SOIL QUALITY AND DEPTH DECEMIBER 2A01] STANDARD DETAIL SD-642 APPROVED BY: MECHANICAL PLUG TRAFFIC RATED, LOCKING EXTEND CLEANOUT 2' ABOVE CAST VALVE BOX PER DESIGN PPLAN ELEVATION P AS HALT / fCIIOULAR MANUFACTURER OR PER PLAN CONCRETE RECOMMENDATIONS, SEE NOTES 1 AND 2 4' STREAMBED COBBLES PER WSDOT 9-03.11(2) DESIGN PONDING ELEVATION _ r v ^`� MECHANICAL PLUG ADD VALVE BOX EXTENSION OR SOIL L PIPE AS NECESSARY O.D. OF RISER PIPE SOIL TIGHT 45 BEND CLEANOUT COVER IN WYE PAVED AREA SOIL TIGHT LAWN/ 4(NOTES O SERIES VALVE COUPLER LANOSCAPEH LOCKING OR EQUAL. SEE UNDERDRAIN PIPE. ANO 2. PER PA S PLUG OR CONTINUED UNDERDRAIN CRUSHED4SURFACINGCONNECTION TOP COURSE (CSTC)NICAL PLUG CLEANOUT PER WSDOT 9-03.9(3 (SHOWN WITHIN BIOREENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: I. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. NOTES: I. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT; "CLEANOUT; "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. CITY OF EDMONDS STORM DRAINAGE CLEANOUT ION DATE BER 2017 NDARD LS PUBLIC WORKS DEPARTMENT Fs1 100 TAIL -619 APPROVED BY: R. ENGLISH 2' MIN SAWCUT SEE NOTE 10 R-1' HIM 4" OR MATCH EXISTING, WHICHEVER IS I" BATTER GREATER R-I SEE NOTE 12 0.05 FT FT 0 d 18" STANDARD �6"-5/8" SEE NOTE 11 MINUS CSTC SFANDARD TYPE 'A' CURB/GUTTER (NOT TO SCALE) NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO UNE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2' TO 5/8- WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE UGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SMALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. ^� CITY OF EDMONDS CONCRETE CURB AND GUTTER REVISION DATE JANUARY 201a STANDARD PUBLIC WORKS DEPARTMENT Fs1_ IB9� DETAIL TR-520 APPROVED BY: R. ENGLISH DOWNSPOUT III OR 1L PER STANDARD D-303 OR 304 N) LEVEL TRENCH WITH ATED PVC UNDERDRAIN PIPE - ROOF)--"-I�� TO STORM DRAINAGE SYSTEM 00' (MIN) > S. (MIN), ~� TO STORM DRAINAGE SYSTEM DOWNSPOUT LOPE 10 (MIN) LEVEL TRENCH WITH TYPE 1 OR 1L PER STANDARD PERFORATED PVC UNDERDRAIN PIPE DETAIL SD-303 OR 304 P�(v NTS 1'(MIN) COVER COMPACTED BACKFILL SLOPE SEE WASHEDDRAINR331N ROCK, wl �CB Q 4" (MIN) PVC UNDERDRAIN PIPE PER I. (MIN) ABOVE SEASONAL WSDOT SPEC. 9-05.1(6), LAID LEVEL HIGH GROUNDWATER TABLE, OR HYDRAUUCALLY I--24" (MIN) GEOTEMILE, SEE NOTE 2 RESTRICTIVE LAYER SECTION A NTS GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. NOTES: 1. CLEANOUTS RECOMMENDED AT PIPE BENDS. 2. GEOEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. q� REVISION DATE 11 CITY OF EDMONDS TYPICAL PERFORATED NOVEMBER 2018 STUB -OUT CONNECTION ® PUBLIC WORKS STANDARD DEPARTMENT DETAIL FsR 1890 APPROVED BY: R. ENGUSH SD-639 0' EXPANSION DUMMY JOIN JOIN e a f a.a A 4 a PLAN VIEW (NOT M SCALE) 5' MIN 1' FULL DEPTH 1/2" EXPANSION 7 CURB/GUTTER JOINT MATERIAL SEE DOE STD MAX DTL TR-520 _2R Z'J 1/2- R d 1/2' R-/ 'W a ° G W. 2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE 9 NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CUSS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK. 6. CURB AND DUFFER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT HARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95X MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE }" RADIUS REVISION DATE CITY OF EDMONDS JUNE 2019 4CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsi iB90 APPROVED BY: R. ENGUSH TR-531 GENERAL NOTES 1. ALL MATERIALS AN O WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPUCABIE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATONS: 1.1. CURRENT INTERNATIONAL BUILDING CODE (IBC) 1.2. 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 1.3. WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS,UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JTHE E WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF 'AS -BUILD DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SIIBMITTED TO THE qtt OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCGIPANCYMNAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND STE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTIUTIES NOT SHOWN HEREON 'MRICH MAY BE AFFECTED BY TIRE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY UNES AT CONNECTION OR GROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBNTY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTIUTIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE B CONTRACTOR SHALL LOCATE AND PROTECT ALL UTIUTIES WRING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK MID SHALL NOTIFY OWNER'S REPRESENTATIVE OF MY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANCE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTEMNICAL REPORT (WHERE APPUCABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WTH THE CONTENTS THEREOF. ALL SITE MURK SHALL BE PERFORMED IN STRICT COMPUMCE NTH THE RECOMMENDATIONS OF THIS REPORT. 12 STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 11 SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DEUNEATED AND PROTECTED AT ALL TIMES FROM COMPACDTEE ACTIVITIES I.. HEAVY EQUIPMENT STOCKPILING . 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WTH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN UNES AND SHALL BE TIGITIINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REWIRED STORMWATER FAGUTIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS. CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE 19. ALL FOOTING DRAINS SERVING BUILDINGS, WAITS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBUC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFIAW TEST REPORT. TEST REPORTS CAN BE FAX TO 425-744-6057 OR EMABED TO ,EFF.KOBLYKOEDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF STE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WTH APPROPRIATE REQUIREMENTS AND STANDARDS 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABIUZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSIIE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING WASHING OF THESE STREETS CULL NOT BE ALLOWED WTHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROC( MATERIALS ARE REQUIRED. 26. 2SLOPE OF FINISHED GRADE SHALL BE CONSTANT BEPEIIM FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WAITS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOTS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WTHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WTH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE 'WRITTEN APPROVAL O THE AUTHORITIES GOVERNING SAID UTIUTIES 31. ALL UTIUTIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY ONES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFIWNG. 33. NEW UTIUTY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION WHERE NO DIMENSIONS ARE INDICATED LOCATIONS MAY BE SCALED FROM DRAWNGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND qtt. 34. FIELD STAKE ALL UTIUTY STUBS AT THE PROPERTY UNE 35. TRENCH BACKFILL OF UTILITIES LOCATED WTHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95X COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING 36. 'WHERE NEW PIPE GEARS AN EXISTING OR NEW UTILITY BY 6' OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTIUTIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPUCABLE) FOR EXTERIOR ELECTRICAL WORK 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. z 0 F a U W 06 VJ J W a 0 Z J_ m R ;139 �YSC ­CJD �YSC n l J Z w y APPROVED FOR CONSTRUCTION T' 03/10/2020 CITY OF EDMONDS DATE: "�' AS/'SHOWN C1.1 CITY ENGINEERING DIVISION 2 - 4 MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. RESIDENCE BEND AND CAP CLEANOUr (MAX) rI-(TYP) OT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR i w 12" LOCKING COVER 12"3 FINISHED GRADE & 3 SEE NOTE 3 & END OF PIPER GRIPPER PLUG 2 (CHERNE 27061 OR APPROVED rc EQUAL) P TRRISER LEVELING COLLAR SEE NOTE 4 12' FVC SLEEVE6' RISEROR 6SDE SEER S.WYE AND 6' CITY SNB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12' LOCKING COVER SIDE SEWER CLEANOUT DETAIL a� SEE NOTE 3 LEVELING COLLAR AT PROPERTY IJNE/CITY EASEMENT NOTES: W SEE NOTE 4 a ASPHALT SURFACE 1. SEWER PIPE SHALL BE SOR-35 AND JOINTS SHALL BE GASKETED. 12•f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL 6' RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHAG. BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT OR CONCRETE IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"K24'M6" DEEP CONCRETE COLLAR OR 24' DIAMETER z 6' DEEP UNDER ASPHALT CONCRETE COLLAR _� REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS .MNUARY 2018 PUBLIC WORKS 4sl, STANDARD DEPARTMENT DETAIL 1890 APPROVED BY: R. ENGLISH SS-200 TRANSMON PANEL DRIVEWAY WIDTH OS STANDARD 1/2"FULL _ 11 EXPANSIONHJOINT NC S�DEWALK Q (TYp) SEE C SID ® DR TR-531 3� O3 Tn PLATER MANTER Q CONCRETE CURB DRNEWAY APPryR�O,�ACH 3 AND GUTTER, SEE F .ME 8 SIDE SLOPE `'1') COE STD UTL O SLOPE AS NEEDED TR-520 DR N Y A P TO MATCH PLANTER GRADES DRIVEWAY APPROACH WIDTH VARIES© 5' MIN MIN 7WCUi SA O 8 %VARIES 211 M4% SLOPE l � ROUNDING CONCRETE DRIVEWAY APPROACH �6' 2' 5/8' MINUS CSTC COMPACTED SUBGRADE 10 SECTION A -A AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. COMM E SHALL BE CLASS 3000. 3 FINISH SHALL BE LIGHT BROOM. 8 ® FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 1 CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20'. EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. O DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. © A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. O FULL DEPTH 1/2' EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. ® MPINTAIN 1/2' OP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 9511 MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. DRIVEWAY APPROACH REVISION GATE [ANUARY 201a CITY OF EDMONDS TYPE III STANDARD PUBLIC WORKS DEPARTMENT DETAIL sl Ig9� TR-543 APPROVED BY: R. ENGLISH 7 LOCKING CLEANOUT COVER SEE COE STD DTL SS-200 6' LATERAL SEWER f 22.5' OR 45' BEND SLOPE - 2% MIN TU 50R MAX 6' TEE T -IF r POSSIBLE y yr- SEWER MAIN LOCATION FERN STRONGBACK RC SERIES 22.5' OR 45' BEND REPAIR/RECONNECTION COUPLING OR ROMAC COUPUNG 6" TEE POSSIBLE SEWER MNN LOCATION NOTES, 1.IF SEWER LATERAL IS DAMAGED OR HAS TO BE RELOCATED DURING CONSTRUCTION, RELOCATE/REPAIR SEWER PIPE AND RECONNECT USING A FERNCO RC SERIES STRONGRACK COUPUNG OR ROMAC COUPUNG. 2. A CONCRETE/PVC ADAPTER SHALL BE USED TO CONNECT PVC TO CONCRETE. 3. INSPECTION OF WORK IS REQUIRED AND MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. REVISION DATE CITY OF EDMONDS SIDE SEWER JANUARY 2018 RELOCATION/REPAIR PUBLIC WORKS STANDARD DEPARTMENT DETAIL sI Ig9� APPROVED BY: R. ENGLISH SS-20 1 (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY ONE & STAKED. PLACE 2"z4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRACE. PAINT TOP 18 INCHES WHRE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. LOCKING CLEANOUT COVER PER COE STD DTL SS-200 22.5' OR 45' BEND 6" TEST TEE 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 6" WYE/6' ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 8" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGUNE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGRACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE NEW LATERAL SEWER CITY OF EDMONDS MAY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsi 1g9� APPROVED BY: R. ENGLISH SS-202 FINAL JOINT SHALL BE A NEAT STRAIGHT illikk CLASS 1/2' ONE. ALL EXPOSED VERTICAL EDGES SMALL PG 581-1-22 BE TACKED NEATLY PER WSOOT STANDARD (SEE NOTES 4 & 5) SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER 1 1 WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. EXISTING J HMA .. d d / MILK 4 CQ IMPORT OR NATIVE MATERIAL J/ CRUSHED SURFACE BASE COURSE PER WSDOT STD SPEC 9-03.9 (SEE NOTE 3) SACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DMSION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLINO REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSSC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6', THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4' THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HNA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THA N 2" SMALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2'. 7. FINAL PAVEMENT JOINTS SMALL BE NEATLY AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL REVISION DATE v CITY OF EDMONDS TYPICAL HMA AND FEBRUARY 2020 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs �, 1g9U APPROVED BY: R. ENGLISH GU-410 z 0 F- a. U TD 0 W a 0 Z J_ m Iu O C cli o N t�D /1 o� C /n a C . d N� � yN m r 1f1��_,,dII V LL C > N chi 11Ju V U N oda m oa 4) �a3 R ;139 �YSC 1JID �YSC n l J Z Lu y APPROVED FOR CONSTRUCTION TE 03/10/2020 CJTY OF EDMONDS DATE: AS SHOWN BY: \./ I CITY ENGINEERING DIVISION 3 aF 4 MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. LJ I 0 10 20 HORIZONTAL SCALE �� o0 P 1 Y N o' 28.36' 3 3. 2' x 2' WOOD/STEEL FILTER FABRIC SECURED - TO 2'xRI 14 GA WIRE FABRIC EQUAL 2,_D• 12' X NATIVE BACKFILL MATERIAL I 9' FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2' x 2' WOOD/STEEL POSTS-\ WIRE MESH FENCE TO SUPPORT FILTER 2'-0' FABRIC 2'-6' \-BURY BOTTOM OF FILTER I MATERIAL 812' NIL 6' MAXM NOTES 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDtM10NDS PUBUC WOR DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHOD BEFORE OTHER WORK CAN BEGI`. FILTER FABRIC FENCE JAN�UARY' 22018 FILTRATION SYSTEMS STANDARD DETAIL IPEEI1Lm Ise R. ENGLISH ER-900 .LS V TH N )E FULL WIDTH 3RESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O AT13 DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBUC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBUC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS. < 1/4 ACRE 30 < 1 ACRE So < 3 ACRE 100 > 3 ACRE 100 -PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION JAN�U� 22018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL Est ig9� IpFl1pLRD [R R. ENGLISH ER-901 REC OMMENO EO CONSTRUCT/ON SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WTH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. RENEW TEMPORARY EROSION AND SEDIMENT CONTRONOTES 3. CALL FOR UTIUTY LOCATES. 4. INSTALL TESC MEASURES AS SHOWN AND MAINTAIN DUST CONTROL 'WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS OTY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABUSHED. 6. DEMOJSH EXISTING STRUCTURES, BUT EXISTING FOUNDATIONS TO REMAIN. 7. REMOVE EXISTING DRIVEWAYS AND DRIVEWAY APPROACHES 8. ROUGH GRADE SITE AS REWIRED TO INSTALL DRAINAGE FEATURES 9. CLEAR, GRUB B ROUGH GRADE SITE REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY PETER ROUGH C42ADING (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 10. INSTALL UTIUTIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 11. STABIUZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 12. ESTABLISH LAND SWING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABRIZATION AND APPROVAL BY OTY INSPECTOR. 1. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SAMMWW BMP T.5.13 2. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, OTY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REWIRED DURING CONSTRUCTION 3. HAULING ROUTE. THE ROUTE WLL BE 2NO TO CASPDRS, 9TH AVE, PUGET OR, 196TH TO HIGHWAY 99 OR 1 5. 4. FILTER SOCKS WLL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE. INCORPORATE AND REFERENCE CITY STANDARD DETAIL ER-902. - m m m m m m m m CLEARING LIMITS - - - - - - - - - SAWOUT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES MR) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPUCATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPIWM OM! R. ENGLISH � o111! JANUARY 2018 STANDARD DETAIL ER-902 z 0 U WLU O W H 2 Z VJ a Q J J z a o Ur^ Lu J Q co ITV/ LL] I - a d � o c rn v c . . c � �� In LL cW StRf U aco moy �a3 R ;139 �YSID �CJD �YSC n I Z w y - SF - - - SILT FENCE PER DETAIL ER-900 n/ OINLET PROTECTION PER DETAIL ER-902 O CONSTRUCTION ENTRANCE PER DETAIL ER-901 0 EXISTING CONCRETE SURFACE APPROVED FOR CONSTRUCT/ON TE 03/10/2020 C/TY OF EDMONDS n� CONCRETE SURFACE TO BE DEMOLISHED DATE: AS SHOWN BY: C2.0 CITY ENGINEERING DIVISION 44