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Response to ENG Comments 1.pdfi-- City of Edmonds Development Services Department c/o Mitch Boyd, Stantec Consulting Services 121 5t" Avenue North Edmonds, WA 98020 RE: Select Homes: 21420 96th Ave W Plan Check BLD 20171225/6 Engineering Review Comment Response RAM Job No. 17-031 Mr. Boyd: November 2, 2017 RESUB NOV 0 6 2017 BUILDING DEPARTMENT CrrY OF EDMONDS This letter outlines the revisions and corrections made per your review comment letter dated October 12, 2017. Below is a list of the comment response documents addressing the comments and requests: GENER:kL 1) Submit ROW Pennit Application form Response: ROW permit application submitted with package. 2) Submit Side Sewer Permit Application form Response: Sewer side sewer permit application submitted with package. 3) Include a City Engineering Division approval block on all plats sheets. Refer to sample on City website. Response: Approval block added to all plan sheets, including demo plan. 4) A Stornwater Covenant is required to be recorded against the property based on the proposed stor nwater facilities for the project. Please complete the covenant, including notarization and any required exhibits and submit to the city. The document must be complete, but will not be recorded prior to permit issuance. Prior to construction final location of facilities are to be verified (by field inspection and asbuilt) and then the covenant will be recorded. Response: Stormwater Covenant attached. TP-01 5) Orange protective barrier fencing shall be placed around areas proposed for low impact de,. elopment techniques, such as infiltration systems to protect the area from compaction. Response: Orange protective barrier fencing and note added to TP-01 6) Add a note that the stockpile is to be covered within 24 hours Response: Note added to stockpile callout on sheet TP-01. 7) Please add a note to the plans that all disturbed soils will be compost amended per BMP T5.13. Response: Soils note added in lower right corner of sheet TP-01. RAM Engineering 1653113'"Ave W,Suite A108 Lynnwood WA 98037 (425)678-6960 RAMengineeringinc.com RAM Engineering SP-01 8) Per City of Edmonds GIS, there is an existing 30' utilities easement across the north end of the property. Please show the utility easement and ensure no proposed building encroaches Response: 30 ft utility easement is not located on the project site, see attached email correspondence with Jeanie McConnell. 9) A minimum of 5' of horizontal separation is required between water and storm lines. Currently the proposed water service connects into the house within 3 feet of the proposed storm drain. Response: 5' MIN. callout added to sheet SP-01. 10) Please add a note clarifying if the dry utilities are proposed or existing. Response: Proposed utility callout note added to sheet SP-01. 1 l) Please extend the asphalt driveway to 20' from the edge of right-of-way. City code requires the driveway to be paved from the edge of existing pavement a minimum distance of 20-feet or to the property line, whichever is greater. Response: Asphalt and concrete combined for a total of 20 ft and meets City code requirements; see attached email correspondence with Jeanie McConnell. OFIV101.ITION PLAN 1) Please show TESC systems on the demolition plan. Response: TESC measures added to Demo Plan. 2) Revise the TESL note 1 to "Temporary erosion control will be required by city of Edmonds prior to, during, and post demolition". Response: Note revised to "will" on Demo Plan. 3) Please add a note that the side sewer is to be cut and capped at the property line. Response: Sewer cut and cap at property line note added to Demo Plan. 4) Please install a hose bib with an AVB at the existing meter during constriction. Response: AVB note added to Demo Plan. If there are any questions regarding the items above, please contact me at your earliest convenience; can be reached at (425)678-6960 or RobL@RAMengineeringinc.com. Thank you, Rob Long, PE Principal RAM Engineering 16531131h Ave W, Suite A108 Lynnwood WA 98037 (425) 678-6960 RAM engineeringinc.com Rob Long From: Rob Long Sent: Wednesday, October 25, 2017 8:53 AM To: 'McConnell, Jeanie' Cc: 'Kayla Clark'; 'Boyd, Mitch' Subject: RE: 21420 96th Ave W BLD20171225/6 Thanks Jeanie! We will get the D/W cut and ADA ramp addressed on the resubmittal too. Thank you. Rob Long, PE RAM Engineering, Inc. 16531 13t" Ave W, Suite A108, Lynnwood, WA 98037 Phone: (425) 678-6960 - Cell: (206) 999-5308 From: McConnell, Jeanie [mailto:Jeanie.McConnell@edmondswa.gov] Sent: Wednesday, October 25, 2017 8:33 AM To:'Rob Long' <RobL@ramengineeringinc.com> Cc: Kayla Clark <kayla.clark@outlook.com>; Boyd, Mitch < Mitch. Boyd @edmondswa.gov> Subject: RE: 21420 96th Ave W BLD20171225/6 Good morning, Thanks for forwarding the title report. Page 2 and Page 19 legal descriptions are different (although they do appear to describe the same property) and my guess is that is what statement 10 is about that. I don't see anything within the title report that conveys the south 30' feet of 214t", which is what I was hoping we would find. The legal description for the property doesn't appear to include any portion of 214t" and I would agree that the 30- feet easement does not appear to fall within the subject property. The easement does not need to be shown on the plans for this development. We will work on our end to clean up the maps — although this may take a while. Also, I am mistaken on the driveway surface material. I'll state here what the actual requirements are: • Per City Code (not policy), approaches shall be constructed of asphalt concrete pavement or an equivalent approved by the City Engineer. • Per City practice, when curb, gutter and/or sidewalk exists, the driveway surface material can be concrete. • When there is no curb, gutter and/or sidewalk, the driveway surface material is to be asphalt within the right-of-way and can transition to concrete at the property line. Sorry for any confusion with that one! The way you have it drawn will work. Happy Wednesday! Jeanie From: Rob Long [mailto:RobL@ramengineeringinc.com] Sent: Tuesday, October 24, 2017 4:49 PM To: McConnell, Jeanie<Jeanie.McConnell@edmondswa.Rov> Cc: Kayla Clark <kayla.clark@outlook.com>; Boyd, Mitch <Mitch.Boyd@edmondswa.gov> Subject: RE: 21420 96th Ave W BLD20171225/6 The legal is attached. The attached legal and deed (1955) list the property length as 116 ft. Maybe this statement in the title report is due to this discrepancy??? 10. THE LEGAL DESCRIPI ION SUBMITTED HAS BEEN MODIFIED TO COMPLY WITH THE PUBLIC RECORDS AND TO REFLECT THE PARTIES PRESUMED INTENT. CLOSING INSTRUCTIONS MUST INDICATE THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES TO THIS TRANSACTION. Rob Long, PE RAM Engineering, Inc. 16531 13th Ave W, Suite A108, Lynnwood, WA 98037 Phone: (425) 678-6960 - Cell: (206) 999-5308 From: Rob Long [mailto:RobL@RAMengineeringinc.com] Sent: Tuesday, October 24, 2017 4:42 PM To:'McConnell, Jeanie'<Jeanie.McConnell@edmondswa.Rov> Cc:'Kayla Clark'<kayla.clark@outlook.com>;'Boyd, Mitch' <Mitch.Boyd@edmondswa.eov> Subject: RE: 21420 96th Ave W BLD20171225/6 See below. Thank you. Rob Long, PE RAM Engineering, Inc. 16531 13th Ave W, Suite A108, Lynnwood, WA 98037 Phone: (425) 678-6960 - Cell: (206) 999-5308 From: McConnell, Jeanie [mailto:Jeanie.McConnell@edmondswa.gov] Sent: Tuesday, October 24, 2017 4:29 PM To:'Rob Long' <RobL@ramenuineeringinc.com> Cc: Kayla Clark <kavla.clark@outlook.com>; Boyd, Mitch <Mitch.Boyd @edmondswa.Pov> Subject: RE: 21420 96th Ave W BLD20171225/6 Hi Rob, The following responses are provided to your questions below: Attached is a word version of the covenant. Thanks. Interesting one. I ran through the legal of the easement (1087613) and came to the same conclusion as you. Did you find anything in the title report that discusses dedication of the south half of 214t" PI SW? The easement was 1954, so a lot could have happened after that was recorded, but it makes me wonder if the south half of 214' PI SW was ever properly dedicated? No, I don't see any ROW deeding; property legal is attached. The easement is located within 214th ROW, thus the easement doesn't show up on the title. Bottom line, the easement isn't on our property thus no need to show it, please advise. 3. With regards to the driveway material, the City has a policy that states where there is no curb and/or curb and sidewalk that the driveway shall be asphalt from the edge of existing pavement a minimum distance of 20-feet or to the property line, whichever is greater. I see sidewalk on 96th, but not on 214th. In this particular case it looks like 20-feet is the greater of the two distances noted above, so that's what Mitch's comment is reflecting. The 20 ft make since, however mandating it to be asphalt on private property doesn't. Why can't we have concrete on site? Can you please send me a copy of the policy (does the policy state asphalt or just pavement (thus could be concrete or asphalt)? In addition, regarding the sidewalk on 961h, I didn't see a callout on the plans stating the existing driveway cut is to be removed and replaced with standard curb and asphalt walk. The corner curb ramp also needs to be addressed for ADA compliance. We can chat more about this when Mitch gets back if you prefer — I haven't been involved with this project, so not sure what conversations may have taken place up to this point. Okay, we will add curb/walk replacement and evaluate the ADA ramps at the corner. Please let me know if you have any other questions. Cheers, Jeanie From: Rob Long [ma iIto: RobL@ramengineeringitic. coin] Sent: Monday, October 23, 2017 3:37 PM To: McConnell, Jeanie<Jeanie.McConnell@edmondswa.gov> Cc: Kayla Clark <kayla.clark@outlook.com>; Boyd, Mitch <Mitch. Boyd@edmondswa.gov> Subject: RE: 21420 96th Ave W BLD20171225/6 HiJeanie- I did some research and it appears the 30 ft easement Mitch is refereeing to (which does not show up on our title report) is within the 214th PI SW ROW (the north 30 ft of the original parcels 2 and 7 of the unrecorded plat of Onavu Park). How do we get the GIS/Edmonds Easement map corrected? Also, can you look at item 3 (comment 11) below and confirm that the combination asphalt and concrete driveway is adequate as shown. Please call if you have any questions. Thank you. Rob Long, PE RAM Engineering, Inc. 16531 13th Ave W, Suite A108, Lynnwood, WA 98037 Phone: (425) 678-6960 - Cell: (206) 999-5308 From: Rob Long[mailto:RobL@RAMengineerinRinc.com] Sent: Monday, October 23, 2017 11:43 AM To:'Boyd, Mitch' <Mitch. Boyd@edmondswa.gov> Cc: Jeanie McConnell(Jeanie.McConnell@edmondswa.gov) <Jeanie.McConnell@edmondswa.gov>; Kayla Clark (kayla.clark@outlook. com) <kayla.clark@outlook.corn> Subject: 21420 96th Ave W BLD20171225/6 Hi Mitch - I have a couple of clarification questions for you: 1) Can you send me a word file of the Stormwater Covenant for the project? 9 3) SP-01 g) Per City of Edmonds GIS, there is an existing .10' utilities easement across the north end of the property, Please show the utility easement and ensure no proposed Building encroaches can the easement, We believe this 30 ft is over the existing 214' PI SW ROW due to the fact this was an unrecorded plat. We are researching it and will send the details once we have them; should I coordinate this you Mitch, Jeanie and/or Planner??? 11) Please extend the asphalt dri►•c%vay to 20' from the edge of rigC ily code requires the dri►tm-ay to be paired from the edgy: of existing pavemetu ai inimmum distance of 20-111eet or to the property line, ,whiclicx-er is greater. What is wrong with the way we have it shown, asphalt in ROW and Concrete on private property (combined well over 20 ft provided)? -- SS - SS -- - SS-- -- $ _ S.S. -- -- SS - - • - �1 STA L.f''WAT R- WC£_FR AN.TO -- _ ---� - LAKE . MEIER .Mt 1 . WATER ER INSTALL 1-1 2 PC. (200 PSr). FROM• WA7rR ME TER TO HOUSE-, ' N�5108.J4 SfE-SNE£r'•70-01 FOR D£TAIL_� (TRACER WRE L=65g9,71 TO BE.:1N5iALLEV W WA It LIN£)_ 12' 7f f 02 0D . 12' CONC J£ f 02.63 —wE761 WATER R£GRADE EXISTNG — DITCN AS REO.D EX PP TO REMAIN SECRON, SI•JEfrDr-Of) Thank you. Rob Long, PE 1F L ! i N-5207-70 E=66f9.71 12' i£ 107.00 JO -12' DI O 3 33�T , (SET IN FL W DITCH) (CLL rnRr) ---v-- I --W — I N W 5227` W 74 31' PERFORATED STUB -OUT CONNECTION 4' PVC (SEE DETAIL ON ROV A1N S1•IT DT-01) 0 2, 0X MIN �'iGONCRE'TF•ARJS+£►�4Y•'WitL•k'; � SDCO .ter — PDRCN IF 10f.5 SSCO CARAGE IE 101.5 Ff' 104.20 4' Pot i00 0 1.0 RAM Engineering, Inc. 16531 13t" Ave W, Suite A108, Lynnwood, WA 98037 Phone: (425) 678-6960 - Cell: (206) 999-5308 5