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ENG2021-0394 ROW PERMITOF WAY MINOR PERMIT PERMITNUMBER, City of Edmonds EdmondsRIGHT 98020 1 1 • www.cityofedmonds.gov Description: LEIGH-NEW ASPHALT APRON AND CONCRETE DRIVEWAY ISSUED: 10/14/2021 Address: 18401 HIGH ST EDMONDS WA 98020-2341 EXPIRES: 04/14/2022 rmit Type: RIGHT OF WAY MINOR Permit Subtype: RESIDENTIAL Parcel Number: 00565600101801 i NAME TYPE NAME ADDRESS PHONE APPLICANT MATT LEIGH 18401 HIGH ST, EDMONDS WA 98020 (206)719-4252 CONTRACTOR AA ASPHALTING, LLC 14720 PUYALLUP ST, SUMNER WA 98390-2403 (253)939-0214 OWNER MATTHEW & ALLISON LEIGH 18401 HIGH ST, EDMONDS WA 98020-2341 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 RIGHT OF WAY MINOR PERMIT FEE $110.00 $110.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 9 17�10/14/2021 RELEASED BY DATE Printed: Thursday, October 14, 2021 8:43:35 AM 1 of 2 WAY MINOR .UM PERMIT City of • • • Edmonds•:• • 1 1 • www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on SOUND OR NOISE weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE E-7 DWY APPROACH X-2 ENGINEERING FINAL" A-1 TESC AND MOBILIZE Printed: Thursday, October 14, 2021 8:43:35 AM 2 of 2 of EpM04O� RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal /'Vc. i sa° Requirements outlined in Right -of -Way permit Handout E6�. If any field is not applicable to your project, write "N/A' instead of leaving blank. All fields required. Incomplete Applications will be denied. SECTION A General • Project Name Leigh Driveway - 18401 High Street Edmonds, WA 98020 Site Address or if no site address use Property Address at NW corner of project area: 18401 High Street Edmonds, WA 98020 Associated Permits: BLD N/A PLN N/A ENG N/A Owner and Entity Holding Franchise (if applicable) Name of Company N/A Franchise Ordinance No: N/A Point of Contact Matt Leigh Title Owner Address 18401 High Street City Edmonds State WA Zip 98020 Phone 206.719.4252 Email Matt.If.leigh@gmail.com Contractor and Authorized Agent of Owner (see note below) Name of Company AA Asphalting, LLC Contractor Contacts During Construction Primary Name Paul Neuman Agent Name J. M. Diklich Title Area Manager Title CEO Mobile (253) 545-1567 Address 14720 Puyallup Street Email Paul.Neuman@AAAsphalting.com City Sumner State WA Zip 98390 Secondary Name Rick Peters Phone (253)- 939-0214 Title Maltby Superintendent Email Marty. Diklich@AAAsphalting.com Mobile (425) 754-8134 City of Edmonds Business License No: NR-026805 Email Rick. Peters@AAAsphalting.com State License No: AAASPI"223DF ® Contractor verifies it is currently bonded ® Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o. o2o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project x Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as welt ❑ Traffic Control Only (no associated development) ❑ Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) Demolish and replace existing 1,975 SF asphalt concrete driveway. New driveway to consist of asphalt approach from existing road and extending 20' on private property. Remaining portion of driveway to be concrete. Approach per City of Edmonds Standard Detail TR-546. Total duration of work to be 1 week. No impacts to existing utilities. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + N/A LF X N/A LF N/A SF N/A Alley'72 hours + N/A LF X N/A LF N/A SF N/A Parking 72 hours + N/A LF X N/A LF N/A SF N/A SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. Th ork in the right of way is on or for the following type of facilities: ❑ telecom nications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details of Work to be Completed 1. Does the utility owner MM6xisting overhead infrastructure in the area of w Yes No 2. Will any equipment be added-tmderground or above ground (e.. edes , vaults, etc.)? If yes, describe: 3. Does the proposed work connect a lot o mmercial develop t with utilities that serve more than one lot or commercial development? 4. Does the work involve rebuilding or relocating an g aboveground utility system which connects a lot or commercial development to an isti underground common utility stem? 5. Does the work involve proposed additions n above rou utilit stem? If es: Are the additions for the purpose of se new commercial de o ment? Are the additions for the u ose servin a single-family residents ubdivision? Details of Work to be Completed Yes No 6. Does your project i ve rebuilding or replacing utility equipment which current rves more than one lot or mmercial development? If yes, ans the following questions related to project area, i.e. the actual area in which the ro'e is proposed: 6a. s your project involve wires/cables/lines? If yes: How many are existing? How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 s your project involve poles? If yes: How manyEnn±Eqexisting in the project area? What is the height of the e ' ' oles? How many poles are to be removed? Are additional poles to be laced? How many? e height of the a oles? 6c. Are any poles to be modi ' uilt/replaced? If yes: How What is the height of the poles after? escribe the modification rebuild: SECTION C Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all pent fees. APPLICANT SIGNATURE: 14/ 94 C/wXA_r DATE: 9/24/2021 APPLICANT PRINTED NAME: / J. M. APPLICANT TITLE: CEO NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 7-Elity Pole cV 69.68 NW COR. LOT 18 Catch Basin Water Meter AREA=18133 S.F. APPROVAL OF THIS PERMIT IS FOR A DRIVEWAY THAT IS UNDER 2000SF. IF THE NEW/ REPLACED HARD SURFACE EXCEEDS 2000SF THAN STORMWATER MITIGATION SHALL BE REQUIRED. INSPECTION REQUIRED I ROCKERY LEGEND ////// Concrete Driveway Asphalt Approach per TR-546 N 8E M-pw W 160.00s 51.5 I WOOD FENCE u J9 v SET REBAR W/LS �? CAP #8566 2.25 OFFSET S. 1101 Q a? o � o • +. c6 { °0 t cfl I n `o I 0" EVERGREEN 5 I I 2.3 E. DECK 0 4 CO 4`V FRAM R Y WOOD NDUsE Can f 15.6 3g 1) Dick ry cflai k Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED AS NOTED 10/12/2021 VV I to 7 2 4s I'D 47.5 44" CED rS 20 ►Vr NEW DRIVEWAY SHALL HAVE THE SAME FLOW PATH AS THE EXISTING ` DRIVEWAY. NO FLOW FROM THE DRIVEWAY SHALL IMPACT THE ROW. 40" CEDAR ono WOODNCF OWNER/CONTRACTOR IS RESPONSIBLE FOR �CO 03 �Np EROSION CONTROL AND DRAINAGE M 21.96 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 18401 High Street Edmonds, WA 98020 A�1TF Rpw pAFR W4 Q A Rr�F ogTF� Fp e� pN ray s DRIVEWAY APPROACH (WITHOUT CURB) O1 SAWCUT EDGE EXISTING ASPHALT STREET VARIES 2" HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O SECTION A —A I TF Rp� pAF�ry NOTES: 1O SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 581-1-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. <St. 18y� REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH JUNE 2021 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH I T R- 5 4 6 X + >gle.com/web/@47.83225277,-122.35822531,59.32478408a,95.09026755d,35y,79.26032671 h,37.82306852t,Or 04) lk 4 { s 4 f �' � fir} � t• .,ice, 1 s J t " IV W � FOR REFERENCE NLY 7* V eV --V.VWe 46 4A ME' RIN & ASSOC., INC i 2 423 Highway 99 monds, WA 98020 t Bo 32 . Lynnwood, WA '98036 778-3101 ^ ,.,eAftz ornra trt' y 6WA16e*S q t •Rtste� �G� s _ CrU. y — / ( �. Vihing W UM pe*<. + .-_ ' �cAss shall be '� � f t t i .a1--,rpret0 Ail!°�:P;t .:i' pt-]psi. ing the � � � �� �� c�� � � © "[ �✓ 1 � MI*:my v mamte ��-w �jt ?�rtr > •�?'N1tt��- �.is���n illegal,�J /''� _ noncon % or ur- efniitte : bulling, structure 0 � • `� �� � � � _ �� © '"'cam or sit€ L�nct i;r � hzt is .oup ride the scope of the � p ._ ! � ' � � ems' �/ � � � � s I � L permit appiica iin, regardless of w iether such �©� -6V �'vL LON-1 � AEG O� TGIF building, stiumure or +"_aiiht on is shown on the �N1.� 3 �UU�I�ov- MAC*) site lan or drawing. Su structure or I `� ' � - (� � I�"7�11�{- _ `i` e5� g N WI�T►L-�PrCEO / APPROVED' AS NOTED condition may be e subject of a separate o a 13Y EN EERIN enforcement action." Date: 4-0 10 Jch _ A PRQ,��D 3� PI.ANFdIN � UNE �h ONER/CONTRACTOR IS RESPONSIBLE er FOR EROSION CONTROL AND DAMAGE RIGHT OF -WAY C0i STRUCTI P4R lT e AND INSPECT] EQ IRED EsVOtN� wet �yr .,\ _ Lone —( Z. Corner Flag tom. R . uired u W J�k5 t6 i� 12i a'' ��' °' ' 'f / -w S des ^'� o� t �., K) �4 '--� Rear t✓ Z Z �-.._ ? � - Other rnrPERvxouS SURr,44 cxART I � fis8l�L-r— "� � � �! � 1 � Line � TYPe Area (square feet) "'ttt►►► 1 < [_ i"" �` ��0 �` 'R' / 1. Non -Regulated ���ll✓1�r� �`^.. ""�aempt Regulated 2. Replaced 3. Neu,(Post 1977) i -i -i 1 t._.� !�Y 4 Total Regulated Impervious Area i = j'" j' �J' ���-•+.;." Mitigation required i in excess o 2000s P ! �3, ..V^�+�. «• �" - `Y OF ,�4 �/rJ.y , • .�j � � i` ,., 5. Total Area Mitigated by Existing Stormrvatcr IDIanagcment Systems) i 6. Regulated Area Not Yet Mitigated C MCi �Ol� j, W1nIIJ 1 I _ i w! �� .. /� 7. Area Proposed to be Mitigated by Low Impact Deve)opmen[Techniques i — �VV '�+ i — - � �_ 8. Area Proposed to be Mitigated tbrough Conven timral S4VM Techniques IMI'�:�-7u7V��l �ONSIBLE �� �_ — It 0Al 1 MWA5W FOR LOCATING ALL ON -SITE UTILITIES. a ry:CEP'i ABLE 11 1111, W7 RELOCATION/REVISION TO ANY UTILITIES MATERIAL --fir 1 Lam` ,AAY REQUIRE SEPARATE PERMIT. $DR 35 -- N- - ' ' R ES V B r _. Applicant shall repair/replace.alt dame to utilities or frontage rovements in City 9 P tY4 , �� ..__.. ...... HAl�IG --- -- _ - '' -� ..: ,�. i _-�.,.. u 6 FEB 12 2016 BuaaNs o�aRnnrr MY OF EDL40NDS right-of-way per city standards that is cau el Y COP Ia or occurs unng a perms e p ode 'L aA 94 /.0 t-VD— ! ® t w Table I Detention Pipe Look -Up Table Category 1 Small. Site Projects Contributing New Plus Replaced Impervious Surface Area (sf) Len th of Pipe ft For Given Inside Diameter 18-inch 24-inch 30-inch 36-inch 2,000 41 22 15 11 2,500 49 30 18 12 3,000 61 33 16 3, 0 74 38 24 17 000 81 45 1 29 20 4,500 95 49 32 123 5,000 112 56 35 1 25 sf — square feet Orifice Size: = 0.5 (1 /2) inch diameter = 0.625 (5/8) inch diameter = 0.75 (3/4) inch diameter = 0.875 (7/8) inch diameter - Outlet pipes (including the flow control structure) shall be at least 8 inch diameter for 2,000 to 4,000 sf of tributary area. - Outlet pipes (including the flow control structure) shall be at least 10 inch diameter for 2,000 to 4,000 sf of tributary area. Note: Multiple pipes in parallel connected together (manifolded) can be used to meet length requirements, if site has constraints. 14 Table 2 Approved Detention Pipe Material and Catch Basin/Manhole Structure Sizing Detention Pipe Inside Diameter WDOT (inches) Detention Pipe Material Catch Basin/Manhole 18 All types in list below table Type 1L Catch basin 24 All types in list below table T e 2, 48-inch diameter manhole All Meta & RPP Type 2, 48-inch diameter manho e All Concrete & CPEP Type 2, 54-inch diameter manhole PVCP Type 2, 60-inch diameter manhole 36 Metal & RPP T e -mc i came er man o e All concrete, CPEP, &.PVCP Type 2, 60-inch diameter manhole WDOT — Washington Department of Transportation List of Approved Pipe Materials for Detention Metal. Concrete: ACSP — Aluminized Corrugated Steel Pipe (Type 2 PCP — Plain Concrete pipe meets AASTO designations M274 and M36) RCP — Reinforced Concrete Pipe ASRP - Aluminum Spiral Ribbed Pipe (16 gauge or better) } CAP —Corrugated Aluminum Pipe (16 gauge or better) DIP — Ductile Iron Pipe (Class 50 or better) Plastic: PVCP — Polyvinyl Chloride Pipe (SDR 35 or better) CPEP — Corrugated Polyethylene Pipe (smooth interior wall, or N-120 pipe) RPP- Ribbed Polyvinylchloride Pipe I c FIGURE 1 CROSS—SECTION of TYPICAL DETENTION SYSTEM CATEGORY 1 SMALL SITE PROJECTS Owl.ADE UATE DEPTH TO PREVENT DAMAGE TO PIPE N V 1 RUNOFF FINISHED GRADE FROM SITE CONTROL CATCH BASIN 0.50% TO 0.75% SLOPE SEE FIGURE 2 0.5 in belo inside dei Overflow riser — diameter or 10 in See notes under DETENTION PII �vu DETENTION PIPE LENGTH REFER TO TABLE 1 FIGURE 2 DETAIL OF CONTROL CATCH BASIN RIM LOCKING ELEVATION 6" MIN. MEASURED FROM IE RISER EfER OR GREATER TO APPROVED LLECTION POINT AT POSITIVE SLOPE 1005 FT/FT MIN) � F.SUB FEB 12 2016 6UC� of EDMONDS -2- Revised 12/21/2015 Z �t,-7 t pe�