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BLD20160506of EI)A, C CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 05/10-/2017 Pennit#: BLD20160506 BUILDING PERMIT Expiration Date: 05/10/2018 Project Address: 201 MAIN ST, EDMONDS Parcel No: 00434400700800 PCOPPILkIN OWNER APPLICANT CONTRACTOR POST OFFICE PHASE 2 HALLER ARCHITECTS LLC EDMONDS 2020 LLC C/O EDMONDS 2020 LLC CIO SCOTT BOYER C/O DOUGLAS SPEE 307 BELL ST 12216 CORLISS AVE N P�O. BOX 1773 EDMONDS, WA 99020 SEATTLE, WA 98133 EDMONDS, WA 98020 (206) 284-7733 (206) 235-0935 (206) 284-7733 LICENSE 4- EDMON2L864B3 EXP:01/23/2018 Ire] 1.1111 MEN I w I Ill PHASE20FNEW MIXED USE PROJECT ADDING 20 RESIDENTIAL UNITS W/ SHELL FOR 2TUTURE RETAIL SPACES ONFIRST LEVEL. P14A SE 2 PARKING CONNECTED TO PHASE I ON2LEVELS. INCLUDES RETAINING WALL. VALUATION: $5,465,532.90 P L -ca y-1 5 PERMIT TYPE: Commercial PERMIT GROUP: 45 - NewCommercial GRADING. N CYDS: 0 TYPE OF CONSTRUCTION: VA RETAINING WALL ROCKERY: OCCUPANT GROUP: A2/B/R2/M/Si/S2 OCCUPANT LOAD: 217 FENCE: 0 X 0 FT.) CODE: 2012 OTHER: -------- OTHERDESC: ZONE: BD2 NUMBER OF STORIES: 4 VEST ED DATE: NUMBER OF DWELLING UNITS: 20 LOT 4: lxlml�� BASEMENT 0 1 ST FLOOR: 0 2ND FLOOR: 0 MMURIN BASEMENT: 16863 IST FLOOR: 15279 2ND FLOOR: 13 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3 RD FLOOR: 1] 321 GARAGE: 0 DECK: 0 OTHER: 0 I BEDROOMS: 0 BATHROOMS: 0 BEDROOMS: 0 BATHROOMS: 0 FRONT SETBACK SIDESETBACK REARSETBACK KEQU I RED: W 0 - PROPOSED: 0 JIMQUIRED: N 0 PROPOSED: 0+ REQU RED SO PROPOSED: 0 HEIGHT ALLOWED730 PROPOSED:29.98 IREQUIRED: E 0 PROPOSED: 0 SETBACK NOTES: Designated street front ground floor height and access satisfies requirements in ECDC 16.43.030,11.3 & B 4 Elevator overrun - 71.85 sf at Tabove height limit; OK per ECDC 21.40,030.D.3. Tovver element - 293 sf (2. 1% of roof area) at 5'above height limit; OK per ECDC 16.43.030.C.3.a. Ground floor transparency - greater than 75% betvwen T-1 0'; OK per ECDC 22.43.050 Parking - 20 residential spaces required, 0 commercial spaces per ECDC I 6.43.030.D.2; 42 residential and 9 commercial spaces provided 5.06% public open space provided in accordance vAth ECDC 16.43.030.E I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL. BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING To ONLINE APPLICANT ASSESSOR 5-D OTHER WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION ISNOT-A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISIHER DEPUTY AND ALL FEES ARE PAID. A2,11ejki�& '017 v sjgnat6—reN' I %int N+ie Date ReleasedA(y Dkfe ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/113C] 10/ IRCI 10. STATUS: ISSUED BLD20160506 CONDITIONS i • Lot line stakes must be in place at the time of foundation/setback inspection. • All new, extended, re -built or relocated electrical utility and/or service shall be placed underground. • Separate Pennit Required For: Plumbing, Mechanical, Elevator (L&I), Electrical (L&I), Signs, Side Sewer, Right of Way, Fire Sprinkler, Fire A larm, Tenant Improvements • Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 • Final approval on aproject or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check thejob card for all required City inspections including final project approval andfinal occupancy inspections. • Deferred submittals are required for Steel Stairs (bidder design); Guards and handraills (bidder design); Steel trellis over south plaza; Mechanical unit anchorage (seismic, wind); Fall arrest devices (8.A5.51) and anchorage to the roof structure. • The Engineer of Record (EOR) shall be responsible for reviewing design drawings and calculations for compliance with the design criteria and compatibility with the design of the primary structure, including review of all connections to the primary structure. The EOR shall review the submittal prior to providing it to the City for review. The submitted documents shall bear the shop drawing starrip of the EOR. • The Specialty Structural Engineer (SSE) shall provide drawings and calculations for the deferred design submittal to the EOR for review. Design shall conform to loading & deflection criteria as required by the 2012 IBC. Drawings and calculations for deferred subinittals shall be designed by a structural/civil engineer licensed in the state of Washington. Deferred submittals shall be stamped/signed by the SSE and shall include all material requirements and manufacturer literature. Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. Building Envelope Testing is required per WSEC 402.4.1.2.3 Building pen -nit BLD2016-1109 for the loading dock temporary roof structure must be finaled and the structure removed prior to occupancy of Phase 2 building. Sound/Noise originating from temporary construction s ites as a result of construction activity are exempt from the nois e limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on 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. 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 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. • Pedestrian Protection and Site Safety shall comply vAth the standards of IBC chapter 33. Sidewalk and road closures shall be scheduled through Public Works Engineering Division. • SPECIAL INSPECTIONS ARE REQUIRED FOR TIlE FOLLDWINQ By Geotechnical Engineer: . Excavation, Grading, and Site Preparation . Soil Beating Verification . Foundation Drainage Installation . Retaining Wall/Shoring Construction and Drainage Installation By WABO certificd inspector: . Concrete Construction, Including Reinforcement and post -installed anchors . Post tensioned Concrete . Shotcrete . Shearwall Nailing, Floor and Roof diaphragm Nailing . Structural Masonry . Structural Steel Fabrication and Erection, Including High -Strength Bolting and Welding (Welders Must Be WABO Certified) . Fabrication Penetrations of Fire Resistive Assemblies Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required From All Special Inspectors. Submit Special Inspection Field reports on a weekly basis to the City Building Department. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the pen-nitted project. I INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCT10N ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 13";GENEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 I PUBLIC WORKS (425) 771-0235 1 PRETREATMENT (425) 672-5755 1 RECYCLING (425) 275-480-1---] When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • E-Pre-Con • E-5-osion Control/Mobilization • E-Stortn Tightline • EFooting Drain Connection • E-Detention Notch Weir Riser • E-Water Service to Meter,2" or less • &Remote Reader Installation • EDetention Notch Weir Riser • E-Asbuilt - Flectronic & Hard Copy • ECross Connection Final • EEngineering Final • B-Preconstruction meeting • B-Shoring • B-Setbacks • B-Footings • B-Foundation Wall • B-Foundation Drainage • B-Isolated Footings/Piers • B-Retaining Wall • B-Slab Insulation • B-Slab on Grade • B-PT Slab precon • B-Post Tensioned concrete slab • B-FXerior Wall Sheathing • B-Roof Sheathing • B-Window Flashing • B-ShearNailing • B-Height Verification • B-Framing • B-Wall Insulation/Caulk • B-Insulation/Energy • B-SheetrockNail • B-Building Final • F-FAinguishers • F-Fire Dept Inspection • F-Addressing Visibility • F-Fire Final • P-Planning Final OV ELLIA� 0 PHONE: (425) 771-0220 - FAX: (425) 771-0221 CITY OF EDMONDS 121 5TH AVENUENORTH -EDMONDS, WA 98020 C *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20160504 RIGHT OF WAY PERMIT (3-Conune rcial) Permit Number: ENG20160504 Expiration Date: 05/10/2018 Job Address: 201 MAIN ST, EDMONDS Location: APPLICANT CONTRACTOR EDMONDS 2020 LLC EDMONDS 2020 LLC CJO DOUG SPEE PO BOX 1773 207 BELL STREET #101 EDMONDS, WA 98020 SEATTLE, WA 98020 (206) 640-8000 LICENSE 11: EDMON2L864B3 EXP:01/23/2016 JOB DESCRIPTIO', DISRUPTION INFORMATION ASSESSED VALUE: $2,050,20000 PROPERTY AREA: 43560 SIDEWALK: (5XI50) DURATION IN MONTHS: 12 FEE:$4,415.95 STREET DISRUPTION TRENCH CUT: 0 X 0 PARKING: 8X150) DURATION IN MONTHS: 12 FEE:$6,957-52 YEAROFOVERLAY: 0 FEE: $0.00 ALLEY: OX0 ) DURATION IN MONTHS: 0 FEE: WOO INDEMATTY- The Applicant has signed an application which slates helshe holds the City ofEdmonds harmlessfrom injuries, damages or claims ofany kind or description whalsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or any ofils departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorneyfees by reason ofgranting thispermil. THECONTRACTOR IS RESPONSIBLEFOR WORKMANSHIP AND MATERIALS FOR A PERIOD OFONEYEAR FOLLOWING THEFINAL INSPECTION AND ACCEPTANCE OFTHEWORK. 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) 296-155-3105 and must have certification verifying completion of the required training in their possesion. 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. Three sets of construction dravAngs of proposed work are required with the permit application. CALL DIAIA-DIG (1 -800-424-5555) BEFOREANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS THISAPPLICA'nON IS NOTAPERNfiTUNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUn: AND FEES ARE PAID, AND RECEIPTIS ACKNOWLEDGED IN SPACE PROVIDED. Printed: Wednesday, May 10,201 Z '_)zA\V'C' !�l d r� I RELEASED BY U DATE N4FILECOPY F—] INS PECTOR COPY F-] APPLJCANT COPY STATUS: ISSUED ENG20160504 • Restore ROW to City standards • Restore Landscape to like or better conditions. • Call for locates of underground utilities prior to any excavation. • Alert affected residents and/or bus inesses prior to work start. • Conform to approved working drawings and Traffic Control plan. • Public utilities maintain 5'separation from City Utilities. • Utility patch restoration to be in accordance with Edmonds Standard detail E2.3 • Maintain erosion & sedimentation control. Keep street clean. • Call for required inspections as noted. • Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements. • Applicant shall repair/replace all damage to utilities or fi-ontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • 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 weekdays and 10:00arn 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. • 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 issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ord inance provision. I INSPE(UTIONS • E-Pre-Con • E-Erosion Control/Mobilization • E-Traffic Control • E-Curb/Gutter Pre -Pour • E-Sidewalk Pre -Pour • B-Overlay Limits (2nd and Alley) • E-Tracking Parking/Sidewalk Closure • E-Pavernent Subgrade • E-Pavement Compaction Test Report • E-Park StallVCrosswalk/Curb-Paint • B-Sewer Tap on City Main • E-Sewer Lateral Installation • E-Sewer Lateral Pressure Test • FJF-Fire Line • E-EZ2 Valve • E-3hr parking s ignage • E-Tree Grates/Street Trees • E-Remove Shoring as required • B-Shoring - Special Insp Documents • EShoring Final • E-Tap on Main for hydrant • &Engineering Final • ECurb/Gutter Post -Pour • E-Sidewalk Post -Pour PARTIAL INSPECTION DATE: INITIAL:. PARTIAL INSPECTION DATE: INITIAL FINAL INSPECTION APPROVED DATE: rNITIAL: NOTES: NOTES: 0� EDAI CITY OF EDMONDS 121 5TH AVENUENORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20160506 SIDE SEWER PERMIT (3-Conmercial) Permit Number: ENG20160506 Expiration Date: 05/10/2018 Job Address: 201 MAIN ST, EDMONDS APPLICANT CONTRACTOR DOUG SPEE / EDMONDS 2020 LLC EDMONDS 2020, LLC 207 BELL STREET 0101 PO BOX 1773 EDMONDS, WA 98020 EDMONDS, WA 98020 (206) 640-8000 LICENSE #- EDMON21.864R3 FXP- 01 /73/701 C, N N JOB DESCRIPTION REPAIR HNN � PROPOSE TO REUSE LATERAL LID NUMBER: GRINDER PUMP PROPOSE TO REUSE SIDE SEWER F _7N DRAINAGE SANITARY SIDE SEWER TO SERVE TO MULTI -USE BUILDING. EASEMENT INFORMATION N� PROJECT CROSSES OTHER PRIVATE PROPERTY N VERIFICATION OF RECORDED EASEMENTS COMPLETE IADEMATTY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfi-om injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may he made against the City ofEdmonds or any ofils departments or employees, including but not limited to the defense ofany legalproceedings including defense costs and attorneyfees by reason ofgranting this permit. CALL DIALA-DIG (1 -800-424-5555) BEFORE ANYEXCAVATTON CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS THISAPPLICATIONISNOTAPERMTUNTTL SIGNEDBY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACEPRONADED. Printed: Wednesday, May 10, 2017 51) DI RELOA SETJ BY V DATE % HLECOPY F-] INSPECTOR COPY F-] APPLICANT COPY STATUS: ISSUED ENG20160506 • Maintain erosion & sedimentation control. Keep street clean. • Call for required inspections as noted. • Referto City of Edmonds Side Sewer Information handout for approved pipe materials, inspections and other requirements. • A 6" clearrout with 12" locking cast iron lamphole cover is required at the property line. • Maintain IY separation between the sanitary side sewer and the water service line. • A separate right-of-way construction permit is required for work within the City right-of-way. • Condition of the existing lateral to be verified by the City's Public Works Dept. to obtain approval for reuse. Contact Edmonds Sewer Division at 425-771-0235. • Condition of the existing sanitary s ide sewer to be verified prior to obtain ing approval for reuse. TV inspection required. Video to be submitted to City for review. • Easement and/or permission from adjacent property owner is required prior to entry/work within adjacent property. • Applicant shall repair/replace all damage to utilities or fi-ontage improvernents in City right-of-way per City standards that is caused by or occurs during the permitted project. • Owner/Contractor to provide Side Sewer asbuilt at final inspection. See City Standards for requirements. • Sound[Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Cbapter 5.30 only during the hours of 7:00am to 6:00pm on 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 530, unless a variance has been granted pursuant to ECC 5.30.120. • 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 firomthe issuance ofthis permit. Issuance ofthis permit shall not be deemed to modify, waive orreduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. • ESanitary Side Sewer Inspection • EEngineering Final PARTIAL INSPECTION DATE: INITIAL: NOTES: PARTIAL INSPECTION DATE: INITIAL: NOTES: FINAL INSPECTION APPROVED DATE: INITIAL: OV ED& CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 L) PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED ENG20170033 Encroacbment Permit Permk Number: ENG20170033 Address of Public Use/Encroachment: 201 MAIN ST, EDMONDS PROPERTY OWNER BUS INES S OWNER 307 BELL ST EDMONDS, WA 98020 S TREET US E/ENCROACHNIE'4T Awning and decks over sidewalk along Main Street and 2nd Ave. STREET USE. Placement of any temporary or movable objects in anyportion ofpublic space or City right-of-way shall meet all code requirements as setforth in thefollowing chapters of the Edmonds Community Development Code. ENCROACHMENT. Permanent structures encroaching upon any portion ofpublic space, City right-of-way or easement area shall meet all Code Requirements as setforth in thefollowing chapter of the Edmonds Community Development Code. CODE A PPLICA TION. Chapter 18.70, 17.65, and 17.70.040 of the Edmonds Community Development Code. All terms of the adopted ordinance are incorporated herein as if setforth in full and th is permit therefore is subject to the terms of those chapters. FOR THE TERM IN WHICH THIS PUBLIC USEIENCR OA CHMENT IS IN EFFECT, THE OWNER SHA LL COMPL Y WITH THE PERMIT COADITIONS SET FOR TH B Y THIS PERMIT NOTE: The issuance of this permit is understood by the owner to be of a temporary nature, shall vest no permanent right and shall be issued and may in any case be revoked at the sole discretion of the City per ECDC 18.70,040. Applicant is responsible to provide a copy of the insurance certificate to the City at the beginning of each calendar year, no later than the 21st day of January. INDEMNITY: The Applicant understands and agrees to hold the City of Edmonds harmlessfirom any injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or 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, court cost, and attorneyfees by reason of granting this permit. In addition, the applicant understands that helshe shallprovide and continually maintain during the term of the permit a ceritificate of insurance naming the city as an additional insured, with respect to liability, andproviding that it shall be primary as to any other policy of insurance. THIS APPLICATION IS NOTA PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HISMERDEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED - SED BY FILE COPY F-1 INS PECTOR COPY Printed: Wednesdav, Mav 10. 201 A DA EJ APPLICANT COPY STATUS: ISSUED ENG20170033 • Design Review Approval has been granted or the process has been administratively approved. • The proposal will not unreasonab ly interfere with the rights of the public. • Tbree feet of clearance around fire hydrants, standpipes, P.I.V.'s, manholes, water meters, blowoffs, cleanouts and valves shall be maintained. • The proposal either benefits the public interest, safety or convenience (e.g., supports or protects the city street) or is an accessory structure such as fence normally associated with residential use of the property as fully complies with the requirements of criteria above. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. • 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 issuance of this pen -nit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any C ity ordinance not limit in any way the City's ability to enforce any ordinance provision. 0 None OV ED Jate Posted 02/09/2017 0 Date Expires Upon Release Bond Number CSB09101439 City of Edmonds 121 5"' Avenue North - Edmonds - WA 98020 (425) 771-0220 Fax (425) 771-0221 Website: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering PERFORMANCE BOND/BONDING COMPANY Edmonds Building Permit No. BLD2016-0506 Project Address 201 Main Street, Edmonds, WA Developer/Owner Edmonds 2020, LLC WHEREAS, Edmonds 2020, LLC -, hereinafter referred to as "the Principal", has applied to the City of Edmonds, hereinafter referred to as "the City", to construct the project known as Edmonds Post Office Phase 11 Shoring System on a site located at 201 Main Street, Edmonds, WA within the City of Edmonds, and WHEREAS, the City approved the requested action and, . WHEREAS, the approval granted by the City and the provisions of the Edmonds Development Code require certain improvements to be made in connection with construction of the project, and whereas the improvements are shown on the approved site plan and other required plans and are further defined by the conditions identified in the City file, Fidelity and Deposit Company of Maryland NOW, THEREFORE, the undersigned Principal and bonding company, 9 a corporation authorized to transact surety business in the State of Washington, hereinafter referred to as "the Surety", agree and bind themselves, their heirs, executors, administrators and assigns, unto the SUM of Three Hundred S=nt A,Nine Thousand Nine City in the Hundred Fifty & s, --------- $ 379,950.00******* lawful money of the United States, according to the following terms and conditions: 1) If the Principal does not complete all improvements required by the above -referenced conditions, plans, and file within 24 months (not to exceed 24 months), then the Surety shall, upon the demand of the City, remit to the City within ten (10) days of receipt of said demand the amount of this bond or such lesser amount as may be specified in the demand. 2) In the event the Principal fails to complete all of the above referenced improvements within the time period specified by the City, its employees and agents shall have the right at their sole election to enter onto said property described above for the purpose of completing the improvements. This provision shall not be construed as creating an obligation on the part of the City or its representatives to complete such improvements. 3) In the event any lawsuit is instituted by the City of Edmonds, the Principal or the Surety to enforce the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such litigation shall be entitled to recover from the losing party its costs, including reasonable attorneys' fees, incurred as a result of such lawsuit. L:\Building New Folder 2010\Forms\PER-FOPMANCE BOND BONDfNG COMPANY.doc6/29/2011 City of Edmonds Performance Bond Bonding Company Page Two 4) This bond shall remain in full force and effect until the obligations secured hereby have been fully perfonned and a bond guaranteeing maintenance of all improvements for a period of two (2) years from acceptance has been submitted to the City in an amount to be determined by the City, of the cost of the improvements and in a form suitable to the City, and until released in writing by the City at the request of the Surety or the Principal upon expiration of the period specified in the above paragraph. DATED this 9th day of February � 2017 Fidelity and Deposit Company of Maryland Bon ing Cornpa Q _r/T 'MiNael 4.Q�hsrnith, Aftorney-in-Fact ffic it' ce 22 1 S. 28th Street, Suite 10 1, Tacoma, WA 98402 -MA.iling Address -C31309101439 Bond Number Edmonds,?020, �� Devel--h e. rinci Print Name UOIJ Spe P.O. ox 1773, Edtds Jqsf)?n Mailing Address (425) 640-8000 Telephone Number BONDING COMPANY SURETY ACKNOWLEDGMENT STATE OF WASHINGTON ) ss. COUNTY OF Pierce On this 9th , day of February 2017 , before me, the under -signed, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Michael R. Highsmith to me known to be the Attorney- I n- Fact of Fidelity and Deposit Company of Maryland the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. WIP13SS my hand offi ial seal hereto affixed the day and year first above written. T A� N TARY PUBLIC in and for t: e 1E A State of Washington, residing at Graham, WA WTARY PUB LIC,,-- 24 - % % ""O,F W LABuilding New Folder 2010\Forms\PERFORMANCE BOND BONDING COMPANY.doc6/29/2011 City of Edmonds Performance Bond Bonding Company Page Three DEVELOPER/OWNER ACKNOWLEDGEMENT STATE OF WASHINGTON ) ss. COUNTY OE_S0�0,-n;4 On this —, day 6K_JJ,17��, ZO /:/ , before me, the under -signed, a Notary Public in and for the State of Washingto , duly commissioned and sworn, personally appeared Doug Spee to me known to be the Managing Member of Edmonds 2020, LLC -, the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. NOTA*)Y PUBLIC in ark for the At State ofWashington, residing at 0.01 S/ Z�_ / / 1'�)4' V Cn r- 4 "01" SHI LABuilding New Folder 2010\Forms\PERFORMANCE BOND BONDING COMPANY.doc6/29/2011 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by JAMES M. CARROLL, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on die date hereof, do hereby nominate, constitute, and appoint Michael R. HIGHSMITH, Marie POULIN and Tevy LOR, all of Tacoma, Washington, EACH its true and 'lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 9th day of October, A.D. 2012. ATTEST: By. ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND Zc, 410 C'S SEAL i - " �', ), 15_11� Assistant Secretary Vice President Eric D. Barnes James M Carroll State of Maryland City of Baltimore On this 9th day of October, A.D. 2012, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, JAMES M. CARROLL, Vice President, and ERIC D. BARNES, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said offi6er of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written 6 Maria D. Adamski, Notwy Public My Exaires: July 8,2015 POA-F 180-0069A EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8, Attomeys-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomcys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1, the unders ' igned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth day of May, 1990. RESOLVED: "nak the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appeafirIg upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. 13� TESTIMCqY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, thisT� day of 20_11. SNAL -X 4, WK,4 /� Thomas 0. McClellan, Vice President A. 0SCPJNEb 0 ED 0 0A 6, Date Posted 02/09/2017 A Date Expires Upon Release Al Bond Number CSB09101438 City of Edmonds 1215"' Avenue North - Edmonds WA 98020 - (425) 771-0220 Fax (425) 771-0221 Website: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT St. t sq�) Planning - Building - Engineering PERFORMANCE BOND/BONDING COMPANY Edmonds Building Permit No. BLD2016-0506 Project Address 201 Main Street, Edmonds, WA Developer/Owner Edmonds 2020, LLC WHEREAS, Edmonds 2020, LLC hereinafter referred to as "the Principal", has applied to the City of Edmonds, hereinafter referred to as "the City", to construct the project known as Edmonds Post Office Phase 11 Mixed Use - ESC, ROW, Storm Water Improvements on a site located at 201 Main Street, Edmonds, WA within the City of Edmonds, and WHEREAS, the City approved the requested action and, WHEREAS, the approval granted by the City and the provisions of the Edmonds Development Code require certain improvements to be made in connection with construction of the project, and whereas the improvements are shown on the approved site plan and other required plans and are further defined by the conditions, identified in the City file, Fidelity and Deposit Company of Maryland NOW, THEREFORE, the undersigned Principal and bonding company, I a corporation authorized to transact surety business in the State of Washington, hereinafter referred to as "the Surety", agree and bind themselves, their heirs, executors, administrators and assigns, unto the One H,ndred Ninety Four Thousand Nine Xr 194,961.62******* lawful money of ,2,, nnth ------------- $ City in the sum of Hiinrirpri the United States, according to the following terms and conditions: 1) If the Principal does not complete all improvements required by the above -referenced conditions, plans, and file within 24 months (not to exceed 24 months), then the Surety shall, upon the demand of the City, remit to the City within ten (10) days of receipt of said demand the amount of this bond or such lesser amount as may be specified in the demand. 2) In the event the Principal fails to complete all of the above referenced improvements within the time period specified by the City, its employees and agents shall have the right at their sole election to enter onto said property described above for the purpose of completing the improvements. This provision shall not be construed as creating an obligation on the part of the City or its representatives to complete such improvements. 3) In the event any lawsuit is instituted by the City of Edmonds, the Principal or the Surety to enforce the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such litigation shall be entitled to recover from the losing party its costs, including reasonable attorneys' fees, incurred as a result of such lawsuit. L:\Building New Folder 2010\Forms\PEPFOPMANCE BOND BONDING COMPANY.doc6/29/2011 City of Edmonds Performance Bond Bonding Company Page Two 4) This bond shall remain in full force and effect until the obligations secured hereby have been fully performed and a bond guaranteeing maintenance of all improvements for a period of two (2) years from acceptance has been submitted to the City in an amount to be determined by the City, of the cost of the improvements and in a form suitable to the City, and until released in writing by the City at the request of the Surety or the Principal upon expiration of the period specified in the above paragraph. DATED this 9th day of February Fidelity and Deposit Company of Maryland Boking Coi ly Officer/Title Michi;J'R. Highsmith, Attorney -In -Fact 221 S. 28th Street, Suite 101, Tacoma, WA 98402 'Ma,iling Address �,Sl§QQ101438 Bond Number 2017 Edmonds 2R20, LLC-----_ Develotfttinci t-1 (g Print Name(joug ' ee P.O. Box 1 73. Edmond' '� 98020 Mailing Address (425) 640-8000 Telephone Number BONDING COMPANY SURETY ACKNOWLEDGMENT STATE OF WASHINGTON ) ss. COUNTY OF Pierce On this 9th , day of February 1 2017 , before me, the under -signed, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Michael R. Highsmith to me known to be the Attorney- I n- Fact of Fidelity and Deposit Company of Maryland the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he -was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. cial seal hereto affixed the day and year first above written. WITNESS my ha and i 0 Wt LIC i :9 for t % NOTARY PUBLIC in *anfor the State of Washington, residing at Graham, WA TA P(JE3L I C % "Or W�e L:\Bui [ding New Fo Ider 20 1 OTormsTERFORMANCE BOND BONDING COMPANY.doc6/29/201 I City of Edmonds Performance Bond Bonding Company Page Three DEVELOPER/OWNER ACKNOWLEDGEMENT STATE OF WASHINGTON ) ss. COUNTY OF On this /,5 -f-IL— day of 20/7 before me, the under -signed, a Notary Public in and for the State of Washington, ffuly commissioned and sworn, personally appeared Doug Spee to me known to be the Managing Member of Edmonds 2020, LLC —, the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. NUTARTPUBLIC in Add for the State of Washington, residing at co 1,0A 0%,e9v 4f miss Pus 10. UP 17 SMAO' LABuilding New Folder 201 fformsTERFORMANCE BOND BONDING COMPANY.doc6/29/2011 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by JAMES M. CARROLL, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in fall force and effect on the date hereof, do hereby nominate, constitute, and appoint Michael R. HIGHSMITH, Marie POULIN and Tevy LOR, all of Tacoma, Washington, EACH its true and lawful agent and Attomey-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 9th day of October, A.D. 2012. ATTEST: n- ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND 0% 511AL -.0' how, 0�qv&�—ze_ Assistant Secretary Vice President Eric D. Barnes James M Carroll State of Maryland City of Baltimore On this 9th day of October, A.D. 2012, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, JAMES M. CARROLL, Vice President, and ERIC D. BARNES, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above wiitten Maria D Adamski.,1q(,twv Public My Crrnniss:*or, Expires- July 8,2015 POA-F 180-0069A EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8, Attorneys -in -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate sea), appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate, seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate-, and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Otb day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appealing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIM�W WHEREOF, I have her_eunto subscribed my name and affixed the corporate seals of the said Companies, this dav of `v-P \0 20 SIRAL Thomas 0. McClellan, Vice President -< -0 C. I 'S 4 � T E M P 0 R A R Y Certificate of Occuj)anc Building Division This temporary certificate approves occupancy of the entire building except tenant space Suite #102 This certificate is issued in accordance with the requirements of Section 111 of the 2012 International Building Code certifying that this structure was inspected for compliance with the applicable provisions of the codes and ordinances of the city regulating construction and use of buildings. Occupant: Site Address: Construction Type Owner: EDMONDS 2020 LLC 201 MAIN ST, EDMONDS VA EDMONDS 2020 LLC 307 BELL ST EDMONDS, WA 98020 B-Lyding Official Description: 45 - New Commercial Permit No: Parcel No: Occupant Load: Occupancy Group: POST IN A CONSPICUOUS PLACE BLD20160506 00434400700800 217 A2/B/R2/M/SI/S2 August 30, 2019 Date Issued CITY 0-M a � 0 NOV 0 5 2018 Architect's Supplemental Instruction "U'LD'RG MPAR7?--'ENT CITY OF EDXMDS PROJECT: Edmonds Mixed Use Building ASI NO.: 005 201 Main Street - Edmonds, WA 98020 OWNER: Edmonds 2020 LLC ISSUE DATE: 10/26/18 307 Bell Street Edmonds, WA 98020 Attn: Doug Spee CONTRACTOR: Edmonds 2020 LLC PROJECT NO.: 14001.00 307 Bell Street Edmonds, WA 98020 Attn: Doug Spee DESCRIPTION: New Retail Door Entry and Revised Sidewalk (Permit Number BLD2016-0506) The Contract Documents are revised andlor clarified as described below. Proceeding with the work indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Add a S-O" wide x 7'-0" high storefront door in to the new tenant space along Second Avenue. To accommodate accessibility requirements, the.Second Avenue sidewalk needs to b I e modified with the addition of recessed planters. These will serve as transitions between a new flattened sidewalk and steeper ramp portion to the south and the existing Second Avenue curb which slopes continually to the south. ASK-008 & ASK-009 By., Scott Boyer 10/26/18 For Mithun Date: SEATTLE / SAN FRANCISCO Ol L L ,_nn U1113W � Wol i Mid j Ff,—r.11 Z.-V 44 =*I r-1 rn �j V-M mt =Fn - a. fmw -do fee Wm't Mi . i )\ if , %I PC u 1 11 '64L- P A-1-4— I /' q 429,6L- bi jmm =11= —. . '4= — It �= 4 ML--!!:!� A, "le !w Im" a—= dcool --/- I A., m AP D BY ENGINEERING DO: T' Al L 'S 5 1 Dt-Wftuc- LANOSwe rmm R E &VA-M-s -ro w jjmsj*&ccv &-S me-rm mf crry w mqv-o-1 51298 SF urvisl w . pf"Ar*r,,, 7-0 V&C- rAA-D PIESUB mstowvo, J �-,N TY COPY awa . V 4 +38.90' +39.00' ED o g! CN REQUIRED MANEUVERING CLEARANCE AT DOOR PER ANSI Al 17.12009 FIG 404.2.3.5 -T.O.C. T.O.C. = 38.63' IOA= 39.00' j NEW RECESSED IPLANTER 23'-4" UJI 0 C/) 'Drz- 4a,� 47 11-011 38.81' n A +,31 9n. 5 9 '5k +39.60' SIDEWALK SLOPES SOUTH DOWN ELEVATION 38.81', WHICH, VIA 2% CROSS SLOPE, ,+39-60' ALIGNS W/ EXISTING T.O. C ELEV 38.63' __j i5 U) 0 U) 0 0 C-) cn SIDEWALK AT —/ BUILDING 39.595' +39.60' m EDGE OF SLAB AT RECESSED PLANTER 39.595' - 1.5" (FOR CROSS SLOPE) = 39.47- T.O.0 = 39.595'- 2" (FOR CROSS SLOPE) = 39.43' T.O.C. 39.50' UJI a- 0 -j cn a_ NEW RETAIL ENTRY / REVISED WEST SIDEWALK (PARTIAL A2.01) 1-0-1 A NOV 0 5 2018 BUILDING DEPARTMENT CITY OF EDMONDS R20 E aDRY P' I NNI �G 3 TY 711 r STREET TREE TYP -T,O.C. = 39.625' 8117 REGISTERED RC I T SCOTT A. 6 R STATE OF WASHINGTON A HT N ASI-005 10/26/18 ASK-008 DEVELOPMENT SERVICES COMNERCIAL & MULTI-FAMELY BUILDING PERAM APPLICATION 121 5'h Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 ft Fax 425.771.0221 PLEASE REFER TO THE COMMERCIAL & MULTI FAMILY BUILDING CHECKLIST FOR SUBM17TAL REQUIREMENTS PROJECT ADDRESS (Street, Suite #, City State, Zip): Parcel #: — zo I *Aw !sTaiser rat4zues, LA/A 9!6,ozo 004-�,3+00700eOO Subdivision/Lot #: Project Valuation: $ 1 , -z' 0o 00 0 APPLICANT: Phone: Fax: —HAL&drd9-Aier-H11Y&r,'t--s z0(V-n':5r-CQ13-J Address (Street, City, State, Zip): C19 t 513 -Mail Address: - (ZZ(G �,Phone it; c, �g A r, S Fax: WR PERTY OWNER: F,t2M,oAam 2a2ei, 2&7,Jd4-- Address (Street, City, State, Zip): 0 7- 0 E-MV Address: S07 I&CL-L. s-m"-T- ;:-(:)A.,PAA,-y qc--p tA/A &ML9TzC-0?' LENDING AGENCY: Phone: Address (Street, City, State, Zip): 15-Mail Add CONTRACTOR:* Fax: Phone: ITO 9� 20(p- 2EIL 2,010 E-M:t Address Address (Street, City, State, Zip): E0 :2-7�, &0'Aqr.&4QT- WA li9oZp Zo z0&'!4 mck; -r-06" WA State License #/Exp. Daw-- *Contractor must have a valid City ofEdmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 City Business License #/Exp. Date: —S-0,14ok) ZL (I r. 4� Pb it-, DETAIL THE SCOPE OF WORK: Iro VA111- ddl.�erSc-_> - ( — %A //4'-w " � ev mo)eA- $Z 6=4 i L- Azfi 1Q,377 y-rrf '�k ipA S. Le ts� 4 C71: 1?MkiAPC- ?,4016eKlAo, Ad!�=�4&!VP AWw24,&e :) r.Aoe�ctA,,!� Fore- 1g&0q2AA0Pr1*y VT11-%ZtAC7 9tl4sfe- J §!Alpg�f 157,2 7-1 PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: I st Floor ;Z- 191 GL sq. ft. 2' Floor (odr!J ft. TdFloor. 11. _h_1 —sq. Basement: 19r -(Z-sq. ft. d Garage: sq. ft. Deck/CvrdPoich:'7--1PN7— q.ft. Other _—sq. ft. Retaining Wall. YesL?g Nol I Fire Spri ers: Ye4K - No M Occupancy Group(s): Occupant Load(s): 2-0 - c> 1 Type(s) of Construction: -A Grading: Cut2=—Cu.yds. Fill -!�cu.yds. I Cut/Fill in Critical Area: Yes LJ No kg ..F I declare underpenafty ofperiury laws Mat the information I have provided on thisformlapplication is true, coffect and complete, and that I am the propeM owner or duly authorized agent of the propeM owner to submit a permit application to the City of Edmonds. Print Name: -W�> Owner E] Agent/OtherST(specify): 44 c44 Signature: Date: IrVI'Mr, LABuilding Ne- Folder 201900NE &x-ferred to L-Building-NewdriveTorm E 2014.docx Updated: 1/17/2014 GITY GOPY SCARNED FES 2'� 496 C 0,F ED40 to SPECIAL INSPECTION AND TESTING AGREEMENT Permit M BLD2016-0506 Project: POST OFFICE PEUSE 2 - SOELS Prior to issuance of a permit, thisform must he completed in its entirety and returned to the Qyfor approvaL The completedform must have signatures of acknowledgment by aMpartk& DUTIES AND RESPONSIBILITIES Special Inspection Firm and Special Inspectors: The Special Inspection firm of K�-JNZAIJ perform special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): —Reinforced Concrete —Bolting in Concrete —Prestressed Concrete —Shotcrete , Structural Masonry —Structural Steel/Welding _High Strength Bolting —Spray applied Fireproofing —Smoke Control Systems —Lateral Wood —Structural Observation by design professional X Soils __Qther —Other All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm are qualified by education and experience to perform the work and testing required by the project design and specifications. Tle work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection records shall include: A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must be detailed in the final report. 7 C:\U--�=sNjcffin\AMMM\LocaWicrmft\Win&ws\T=pDrary Internet Filcs%Content.Outlook\ARLY21PEF%SI falm PO Phase 2 Sails.doc2117/20 17 Contractor: Tle contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsitc for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by aU parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Buildin? Department: The budding department shall review any revisions and addenda. Ile City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Desian Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to ensure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: Ile project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMMNT A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval, A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMTMS I have read and agree to comply with the terms and conditions of 117 Owner. �'C �-igwue I- �t4(i- ZLV2�9, Z-LC- Contracton Signature 1->C� F,0'Z-fe, ArchJEng: L4ignature� Special Insp. V"-2-6*3 Jr-FF MAe—wi- Special Insp. ACCEPTED FOR THE CrrY OF EDMONDS BUUDING DEPT. By: Date: L\MiCrcsofl\IVindows\Tmnpomry Intemet Filcs\Contetit.Oudook'ARU2[PEF\SI fmm P0 Phmse 2 CAUSCr3\jCfrm�APP W Soils.docVI712017 DatcZ- - Zo 7 Date: L 14 -/7 Date: -7 Date: -: -47 7 CITY COPY SPECIAL INSPECTION AND TESTING AGREEMENT Permit#: BLD2016-0506 Project: POST OFFICE PHASE 2 -STRUCTURAL Prior to issuance of a permit, thisform must be completed in its entirety and returned to the Cityfor approvaL The completedform must have signatures of acknowledgment by allpardes. DUTEES AND RESPONSE311LITIES Special Inspection Firm and Special Inspectors: SOC perform special Ile Special Inspection firm of t444k-2- A-,Ij inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): • Reinforced Concrete • Bolting in Concrete • Prestressed Concrete • Shotcrete • Structural Masonry • Structural Steel/Welding _High Strength Bolting —Spray applied Fireproofing —Smoke Control Systems X Lateral Wood —Structural Observation by design professional —Soils X Other Fabrication X Other Penetrations of Fire Rated Assemblies All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm arc qualified by education and experience to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection records shall include: A daily record to be maintained on site, itemizing the inspections perfbrmed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weekly report shall be submitted to the City-, detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming item. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issuecL This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda, Any unresolved discrepancies must be detailed in the final report. C:\Us=Veffm�ApDataU.ocalWicrosoft\WindowsNTemponiry lammi FiWCon1enL0ut1ookAARU21PEFS1 form PO Ph=2 Struc.doc2/1712017 Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Building Department: Tile building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered -and for work to proceed. Desi2n Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to ensure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the EBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved, I have r Owner: Contrac Arch./E Special Special Insp. Agencyj�C&- ACKNOWLEDGNDEM ACCEPTED FOR THE CITY OF EDMONDS BUILDING DEPT. By: Date: V CAUsem, !,�,fftppDtaUocaAMicm&oft�Windows\Tanpomry Intemet FiICS�ContenLC)Ullook\ARU2[PEF\SI form PO Phase 2 St.".dac2/1712017 te t Zd —/ � e: Z- — Z,.d — /'I te: -2-If 7/ -7 1 J TS1 Tran is, Inc. 8250 - 165th Avenue NE Suite 100 Redmond, WA 98052-6628 T 425-883-4134 F 425-867-0898 www.tsinw.com TO: Doug Spee, Edmonds 2020 LLC Scott Boyer From: Jeff Hee, TSI MY COPY RIEC[EWMP APR 2 5 20161/1 DVELurm�NT �EMYICES CM CM OF EDv,.DNDS Subject: Edmonds Mixed -Use/ Edmond.s Post Office Site Development— Phase 2 Attachment to Traffic Impact Analysis Worksheet March 19, 2015 This technical memorandum is an attached to the Traffic Impact Analysis Worksheet and provides a brief description of the development proposal and trip generation forecast. Description of the Proposal: The proposed Edmonds Mixed -Use is Phase 2 of the redevelopment the Edmond Post Office site. The site address is 201 Main Street. Specifically, the site is located on the south portion of the larger site which is bound by Bell Street, a one-way northbound alley James Street and 2 nd Ave N. The existing site is was formerly occupied by a US Post Office which is being relocated into the Phase 1 development. Phase 2 includes a four story building with a parking garage, approximately 7,500 of street level commercial space and 26 multifamily apartment units located on the top two stories., The Phase I parking garage will be expanded to accommodate parking for Phase 2. Garage access will be shared with the Phase 1 access off of 2 nd Ave N. Phase 2 is anticipated to be built out by 2016-2017. The May 8, 2014 Traffic Impact Analysis Worksheet and corresponding technical memorandum documented both trip generation and sight distance for Phase 1. Sight distance at the access was determined to be sufficient. Phase 1, which is current under construction, is being completed with 43 multifamily apartment units and a new space for the post office. Trip Generation Forecast: Table 1 summarizes the number of trips forecast by the Phase 2 development. Data from the ITE Trip Generation Manual, 9th Edition (2012) was used to forecast trip generation for the proposal. Trip sharing between the proposed uses and Phase 1 is anticipated to be very minimal. Phase 2 is forecast to generate 323 weekday daily trips and 23 PM peak hour trips. RECEIVED MAY 0 6 2016 BECK & ASSOCIATES, PLLC 0 '1 Doug Spee A. TS1 Edmonds Mixed -Use Phase 2 Transportation Solutions, Inc. March 19, 2015 Page 2 of 2 Table 1. Trip Generation Land Use Size Trip Total Pass.By Pass -By New Trips Rate Trips Rate 1 Trips In Out Total LU 223: Mid -Rise 26 units 4.00 104 0% 0 52 52 104 Apartment LU 826: Specialty 7.5 k SF 44.32 332 34% 113 110 109 219 Retail Center Daily Trips 162 161 323 LU 223: Mid -Rise 26 units 0.39 10 0% 0 3 7 10 Apartment LU 826: Specialty 7.5 k SF 2.71 20 34% 7 6 7 13 Retail Center PM Trips 9 14 23 1. Pass -by Rate from ITE LU 820: Shopping Center (ITE Trip Generation Handbook) I trust the Traffic Impact Analysis Worksheet and this technical memorandum will meet your needs. Please contact me if you have any questions or comments. Attachments: • Vicinity Map • Site Plan • Traffic Impact Analysis Worksheet 0 P 3 4,8 0 mob&- 0 At .5,26'Ar., 41- OUTLINE OF II.EVEL I BELOW FIRE SEPARATION DISTANCE -7 DEGREE OF OPENING PROTECTION PER ISO 2012 OPEN SPACE OPEN S4PACE(, TABLE 705t. UNPROTECTED EA AREA SPRINKLED, NO MAX OPENING REQUIRED I MAIN LOI21Y=19.200 7Er SF REQUIRED OPEN SPACE (PER ECDC 16.43.030E) = 1,099 SF LLI 19,200 SF = 5.72% LLJ LOTSLOPEVARIES- CALCULATED NE TO SW= 4% U) M OPEN SPACE ARE k EXISTING POST OFFICE BUILDING TO BE DEMOLISHED PTD STEEL TRELLIS OLITLINE-Cf LEVEL I BELOW EXISTING MANHOLE COVER USED AT HEIGHT CALCULATION DATUM — — — — — — F 45.05PERSURVEY —r=-BASEMEN1LEVFLPARKXG Z G 1RAG1 INTRAICESOT FOR BOTH PHASE 1 A 2 APARTMENT BUILDING SECOND AVENU� NORTH ENTRANCE COMMERCIAL PARKING 1 ENTRANCE FOR PHASE LIMIT OF CONSTRUCTION (OVERALL SITE DIMENSION) SEWER CONNECTION 18.75) STEEL CANOPY OPEN SPACE r 77r=—., L-i 7� AREA j PROPERTY LINE 23--g- N ix BUILDING' ---p ElROCIFOUTLINE EXISTING EDNFCNDS POST ABOVE ---O-r7rCE BUILDING (PHASE 1) —TRASHPICK-UP LLJ .7 MkrELO (TRASH ROOM IN BUI�IDIW LLJ OPEN COURTYARD AT i LEVEL2 —j — — — — — — LLI ---PHASE I & 2 TRANSFORMERS AT LW1— N P"4M 1 ROOF WLINE — — — — — — — — — — — — — — — — EL As= EXISTING OPEN ALLEY 4- FIRE SEPARATIWISTANCE & DEGREE OF OP NING PROTECDON-PER ISO 2012 TABLE 7D5.8: UNPROTECTED, SPRINKLED, 45% MAX OPENING ALLOWED. SEE VA3,02 N— — — — — — — — PROTECTION FOR SOUTH ELEVATION PER ISO 2012 TABLE N ALLOWED. SEE 2IA3.011 FIRE SEPARATION DWANCE & DEGREE OF OPENING 705.&- UNPROTECTED, SPRINKLED, 45% MAX OPENING 0 16 32 64 Edmonds Mixed Use Building: Architectural Design Review Al SITE PLAN Haller Architects LLC 12216 Corliss Avenue North Seattle, WA 98133 206.235.0935 boyerscottC&gmall.com 01 City of Edmonds Traffic Impact Analysis Worksheet Name of Proposed Project: 1,=-PmoNDS W11KE0-U1..,E Owner/Applicant F-prvic>rjos. Zo,20 LLC 19 DO"G S P6,iE Name Re LL ST Street/Mailing Address C-Pelowos VqA %010 City State Zip Telephone: C415) 640 - b000 of ED4_1 A% 79" Applicant Contact Person: sco-W e:0,41ER- Name Street/Mailing Address City Telephone: Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): _TS I Firm Name qF-F-r- "ee Contact Name State Zip Telephone: C42'9) 0006-3 15t4 E-mail: � e-,R �1 no. Lo rn ------------ THRESHOLD LEVELS OF ANALYSIS Project Traffic Levels Sections to Complete 1. Less than 25 peak -hour trips generated I and 7 only (Worksheet/Checklist) 11. More than 25 peak -hour trips generated All sections 1. PROJECT DESCRIPTION a. Location -Street address: 2c7l t4^tr4 5-rReeT (Attach a vicinity map and site plan.) b. Specify existing land use: ?Altldt0l�, LO'T c. Specify proposed type and size of development: '46CK7 SPF C_40M1v1r=vZ-CtAL_ "10-RUSC- APAe-TKEr%T (# ofresidentialunits andlor squarefootageof building) "W%T-C. . Revised on 6124110 E82 - Traffic Impact Analysis Works -heel Page I of 5 d. Date construction will begin and be completed: 201(o - 7-0 1-4 e. Define proposed access locations: 2�OP A�vc- rJ f. Define proposed sight distance at site egress locations: 200" S-r0PF,1r-J6w V '5-651 1t4-rF_V--_F_C_T%04 'intAHy pr=p- ^As"-riD aa-eer4 '22PQ1e_ 2. TRIPGENERATION 0/11 Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation manual. For independent fee calculations, the current edition of the ITE manual may be used. ADT = Average Daily Traffic PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer) a. Existing Site Trip Generation Table: PM Peak -Hour Trips Land Use Daily (ADT) IN OUT i-J/ A b. Proposed Project Trip Generation Table: LU 2%15P Lm VX10 PM Peak -Hour Trips Land Use Daily (ADT) IN OUT S 2. 14 c. Net New Project Trip Generation Table: PM Peak -Hour Trips Land Use Daily (ADT) IN OUT S-0^%V r4v 14 d. State assumptions and methodology forinternal, link -diverted or passby trips: r4c.) Jr4're*_r4AJ_ , NC> L_8NV_—S>%VC-*_M0 . :5 4 */ flx-.s - " cio tAtAe P---i &L '�-MCIE OML-11 PeR (1-re LIA 57-0) Cerwcer, LAwO %ASe Revised on 6124110 E82 - Traffic Impact Analysis Work -sheet Page 2 of 5 3. TRIP DISTREBUTION w /A Prepare and attach a graphic showing project trip distribution percentages and assignments. For developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require trip distribution to be determined through use of the City traffic model.' 4, SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY �3 / j% a. Have sight distance requirements at egress location been met per AASHTO requirements? \/ e e, b. Intersection Level of Service (LOS) Analysis: Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer Existing Conditions LOS Delays Year of Opening LOS Delays Five Years Beyond Change of LOS I I I Delays I &and Use c. Describe channelization warrants: (Attach stripingplan.) d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50% 95% Existing Conditions Year of Opening Five Years Beyond Change of Land Use e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants): f. Summarize local accident history2 (only required for access to principal and minor arterials): 1 Available upon request at City of Edmonds Development Services Department 2 Available upon request at City of Edmonds Police Department Revised on 6124110 E82 - Traffic Impact Analysis Work'sh eel Page 3 of 5 5. TRAFFIC VOLUMES t-1 / A Provide the following and other planned development traffic within the city. a. Describe existing ADT and peak -hour counts (less than two years old), including turning movements, on street adjacent to and directly impacted by the project. b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is fully open (with and without project traffic). c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been fully open (with and without project traffic). d. State annual background traffic growth factor and source: 6. LEVEL OF SERVICE (LOS) ANALYSIS N/A a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by ten or more peak -hour trips. Other City -planned developments I must also be factored into the LOS calculations. LOS LOS Existing Conditions Existing Delays Year of Opening With Project Without Project Five Years Beyond Change of Land Use With Project I Without Project b. Note any assumptions/variations to standard analysis default values and justifications: 1 A list of planned developments are available at the City upon request for public records Revised on 6124110 E82 - Traffic lmpactAna�ysis Work-slieet Page 4 of 5 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. L1 CHANGE IN USE Fee for prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 ECDC 18.82.120 impact fee shall be used. Per Unit ITE Land Use Category Fee Rate New Use Prior Use $ Units in square feet, 4 of dwelling, vfp, etc. X X New Use Fee: $ Prior Use Fee: $ $ 0 NEW DEVELOPMENT Fee Units in ITE Land Use Category Per Unit square feet, Fee Fee Rate # of dwelling, vfp, etc. New Use A ?4p-T M eN-r $ -4-4 40. 1� X 12(0 ""311M - $ 2 0,ill 0. 5(. 5Vr=C-L,%L.-rY VMTAII. C, .)-:5 -4 16YOC7 Irp S C-,qq G xm 0 OTHER MITIGATION FEE RECOMMENDATION: $ 2-4,169 INDEPENDENT FEE CALCULATION: $200.00 (+consultant fee) $ TOTAL TRAFFIC IMPACT FEE I $ 2-4, IK City of Edmonds, Engineering Division Approval Date 'No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. Revised on 6124110 E82 - Trqjfic Impact A nalysis Kbrkyheel Page 5 of 5 Edmonds 2020 LLC I Phase 2 Square footage comparion Basement 1st Floor 2nd Floor 3rd Floor Deck/ Balcony Garage On Application -W7-1:96 _1,1,, �57 2,332 16,968 On Page GO.02 15,27 1- �,6 ok On Page GO.06 16,863 ok 11,609 11,526 F ok ok 16,863 (BASEMENT GARAGE) + 3,985 (FIRST FLOOR GARAGE) = 20,848 (BOTH GARAGES E DV City of Edmonds REQUEST FOR PLAN REVIEW CONSULTANT SERVICES BUILDING DIVISION (425) 771-0220 Task Order No. Budget Line Number: 001.000.620.524.100.410 Project Name& Plan Check# 114, ixat> Use 3L1D2D0_(),50(0 Consultant: BECK& ASSOCIATES Consultant Contact Person: Douglas Beck Phone: 206-313-3739 Fax: City of Edmonds Requester: Leif Bjorback, Building Official Phone: 425-771-0220 extn 1380 Reimbursable by Applicant: El Yes, by (Name, address, phone number of person/organization who will reimburse City) No DESCRIEPTION OF TASK ASSIGNMENT Review the enclosed plans, calculations and documents, for compliance with State and City adopted building codes XStructural & Non -Structural Plan Review F1 Structural Only Plan Review Non -Structural Only Plan Review Additional Instructions: COMPENSATION 519,3 115 3 LD q 0 6L E�6 P Fa a -, 1D,_7 H CH . 0 0 NBASED ON CONSTRUCTION VALUATION per Professional Services Agreement TIME AND MATERIALS per Professional Services Agreement. Compensation for these services will be on a Time and Materials basis, not to exceed $ without written authorization. SCREDULE The Consultant shall complete the services described above as follows: In accordance with Standard Review Timelines per the Professional Services Agreement 0 Completed 1 "review due to City by -) UY)ip, k 51 '2Z I CP — (see below for subsequent reviews) Alternate review time as agreed upon in advance with the City per the Professional Services Agreement (only to be used when approved by the Building Official). Completed review due to City by (see below for subsequent reviews) All provisions of the Professional Services Agreement dated July 10, 2009 shall be in full force and effect for this Task Order. APPROVED: CITY OF EDMONDS CONSULTANT By. By: k/ LY Bjorback, Building Official bate' Dougla4%e'c rmc pal D/te RETURN ORIGINAL SIGNED TASK ORDER TO THE CITY SCHEDULE OF SUBSEQUENT REVIEWS: F-1 2 nd REVIEW DUE TO CITY BY: El 3" REVIEW DUE TO CITY BY: of Erb) 0 City of Edmonds REQUEST FOR PLAN REVIEW CONSULTANT SERVICES BUILDING DIVISION %9 43 (425) 771-0220 Task Order No. (P-n4 Budget Line Number: 001.000.620.524.100.410 Project Name & Plan Check tJA5C- '2- / 6Lb-ZORP-O'Sb�-, M1 ass Consultant: BECK & ASSOCIATES Consultant Contact Person: Douglas Beck Phone: 206-313-3739 Fax: City of Edmonds Requester: Leif Biorbac Phone: 425-771-0220 extn 1226 h Building Official Reimbursable by Applicant. Yes, by (Name, address, phone number of person/organization who will reimburse City) ON= DESCRIPTION OF TASK ASSIGNMENT Review the enclosed plans, calculations and documents, for compliance with State and City adopted building codes M Structural & Non -Structural Plan Review 0 Structural Only Plan Review Additional Instructions: n Non -Structural Only Plan Review DZNk VA L_tAA-7i0AJ = SA, COMPENSATION 3q, t) d 0 R BASED ON CONSTRUCTION VALUATION per Professional Services Agreement "t 5 L 9 - ( �0 5 , B e-r*_' El TIME AND MATERIALS per Professional Services Agreement. Compensation for these services will be on a Time and Materials basis, not to exceed $ without written authorization. SCHEDULE The Consultant shall complete the services described above as follows: 0 In accordance with Standard Review Timelines per the Professional Services Agreement 0 Completed I' review due to City by 9 L 1311 (t _ (see below for subsequent reviews) Alternate review time as agreed upon in advance with the City per the Professional Services Agreement (only to be used when approved by the Building Official). 0 Completed review due to City ky (see below for subsequent reviews) All provisions of the Professional Services Agreement dated July 10, 2009 shall be in full force and effect for this Task Order. APPROVED: CITY OF EDMONDS CONSUM,,Z B y: V 11-2- By: L�"Jor,�ck_ 13'uiI-fu�g'011rc_iaI 6die __/ DouglaFec;�P_rinQci_pa�1 RETURN ORIGINAL SIGNED TASK ORDER TO THE CITY SCHEDULE OF SUBSEQUENT REVIEWS: 2"' REVIEW DUE TO CITY BY: 3d REVIEW DUE TO CITY BY: L:\TEMP\DSTs\Forms\Task Order Forms\13eck and Associates Task Order Form.doc PLANNING DATA EET FILE IE�� New Commercial I Multi -Family Projects Commercial Parking Analysis Business Name Type/Use Parking Ratio Tenant Area Required Parkin f4__1()1r7ffJ1 6C /Wnntg(_�J Total Parking Required,- C-P C_ -0 30 Total Parking Pro vided.- Mulh-Family Parking Analysis # Bedrooms per Dwelling Unit Parking Ratio # Units Required Parking Studio 1 Bedroom 1.5/D.U_ 2 Bedrooms -1.8/D.U_ 3 + Be oms 2-0/0.U. Total Parking Required.- 17- fa 1 0101 rotal Parking Pro vided.- A-- q t 0 � � - 5-0. o -7 3 + !> 7 -76". 3 3 g. -7 5' 3.9 3 71 1 ?� (q,m V �4, VW -�o C h(A4 A�' Plan Review By: PLANNING DATA New Commercial I Multi -Family Projects 11 -STREET - - - Name: ("a Ce F �T f Site Address: W Plan Check #: BLD - �+- 0oq33*070orw 433q0070or Project Description: PC/ ct6o / pk� Use(s) Proposed: Allowed Use: (NO/ NO) CUP File Number- To Allow What Uses: Legal Nonconforming Land Use Determination Issued: (YES 1 Reduced Site Plan Provided: (YES I NO) Zoning: Map Page: — Comp Plan Designation: Corner Lot((�E I I NO) X' Flag Lot (YES i ADB File Number (d*e-wai"d): Lot Area: Plans Match ADI3 Approved: 0 / NO) Shoreline Required: (YES ("T Critical Areas Determination #: El Study Required _J�rWaiver SEPA Determination: El Exempt El Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO ist with notarized form) - Required Setbacks St et: o s- Ve S i dZ� —] 0 ar, *1 (D ActualSetbacks Street: :A Side: Side: 0 1 RedF- Lot Coverage/FAR Required: IVA_ Lot Coverage/FAR Provided: Lot Coverage/FAR Calculations: 4 Building Height Datum Point: Datum Elevation: 0 5- Maximum Height: -73. Actual Height: -7 Subdivision: Lot Aggregation Required: Landscaping Landscaping Matches ADB Approved: Landscaping Bid Provided: Q I NO) t Bond Amount (100% Bid): 00 Plan Review By: City of Edmonds Park Impact Fee Worksheet "Ic. I A,)' Name of Proposed Project: Post Office Mixed Use Phase 2 Current Site Address: 201 Main Building Permit #: BLD 2016-0596 Previous Site Address (if different): Owner/Applicant: Edmonds 2020 Doug Spee Applicant Mailing Address: 307 Bell St Phone: 425 640-8000 E-mail address: edmonds2D2O@gmail.com F� New Commercial: Square footage of all floor area: 9070 Description of use: Area of new commercial spaces only. 5281 sf M occ; 3789 sf A2 occ. F-1 Commercial Addition: Square footage of all floor area: Description of use: F� New Single Family: Does this new residence replace an existing residence demolished with previous 12 months? F� Yes n No Demo Building Permit No.: Date issued: SFR building permit must be issued within 12 months of issue of demo Permi . F-1 New Multi -Family: Number of dwelling units proposed: 20 F-1 Multi -Family Addition: Number of existing dwelling units: Number of dwelling units proposed: F� Exempt from PI fee (Low-income or other per ECC 3.36.040. Provide additional documentation.) F� Credit (For off -site improvement, etc. per ECC 3.36.050.) $ TYPE OF DEVELOPMENT: RATE: Single Family $2,734.05 per dwelling unit Multi -Family $2,340.16 per dwelling unit Non -Residential $ 1.34 per square foot of new or additional floor area For Cjj�� Calculate Fee Here: 20 MF units @ 2340.16= 46,803.20 9070 SF @ 1.34= 12,153,80 Total = $58,957.00 otal Fee V58,957.00 L. Wiuikiing� N(.,,,A,, Fold(,r 2010"Forms"Park ImpacA Fiee Worksheet JMS 2.do(,X YP ADDED VESTIBULE 39.60' RET�IL SPA E N VESTIBULE S I -HEATED 5,3311 SF 90 ml LITE DOORS MI S rA( E ON H LD OPENS _671 11 �Amn.. q q �,*IT'�PAT�AGEWA* 41.035' 39.60' �.SFORMER NOW — —__aj NO VESTIBULE SEMI -HE ED SPACE ,IA IRETAIL S�AbE 3 E165 SF 4,) civil & structural ENGINEERING engineering & planning August 16, 2016 Jennifer Lambert, Engineering Technician City of Edmonds 4114198 th Street SW Suite 7 Edmonds, WA 98020 RE: Civil Plan Review Project Name: Edmonds Mixed Use — Post Office Phase 11 Project Address: 201 Main Street Dear Ms. Lambert, Itemized below is our response to the review comments in the July 28, 2016 letter for the above referenced project. Our response appears in bold. GENERAL 1. Please provide an itemized engineers cost estimate, including units and unit prices, for both onsite and off -site (right-of-way) improvements, including all utilities and traffic control. Please use the King County Site Improvement Bond Quantity Worksheet and utilize the "write-in" sections where appropriate. Provided with resubmittal. I 2. Please add a note to plans stating "A separate right-of-way construction permit is required for all work within the city right-of-way." Please note, a ROW permit application with contractor's signature shall be provided to the city prior to issuance of civil construction plans. Added to General Notes on coversheet Include a City Engineering Division approval block on all plan sheets. Refer to sample on City website. Added to all pages. 4. Will a chain link fence be installed during construction? If so, please show location on the plans. Sidewalk along Main St property frontage shall remain open except as needed to perform specific activities such as sidewalk replacement and utility connections. Added on C2.1 (clearing limit note) with notation that it can be moved to edge of sidewalk for specific activities. RECEIVED AUG 2 6 2016 250 4th Avenue South, Suite 200 Edmonds, WA 98020 BECK & ASSOCiATES, PLLC ph. 425.778.8500 1 f. 425.778.5536 1 www.cgengineering.com Edmonds Mixed -Use 15159.20 Civil Comment Response #1 August 18, 2016 Page 2 of 6 5. Show all dry utilities and where they enter the building as well as the 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'frorn any City main lines. Added. Most of these utilities comes in off of the existing, recently completed Phase I building (near/through transformers in the middle of the overall development). 6. Is overhead power in proximity of new structure? It was my understanding that the power crosses over to the east side of the alley. If not and the power is close, then you will need to confirm with PUD that separation requirements can be met. Overhead power was moved across the alley in the vicinity of the Phase 11 building, and was "alley armed" to get the lines further away over the Phase 1. 7. Please add the following note: "A separate irrigation permit must be obtained from the City Public Works Department. Prior to final acceptance provide a copy of the backflow test report to the City's Cross -Connection Control Specialist. Test reports can be faxed to 425.744.6057 or e-mailed to linda.mcmurphy@edmondswa.gov. Backflow testing will be required on an annual basis thereafter." Note added to C1.1. L1.01 — LANDSCAPE PLAN (Responses for Landscape Plans Provided by Haller Architects) 1. Add note to refer to civil construction plans for frontage improvements. Note Added. 2. Add notes that Street Trees shall be planted at 20-feet on center. Note Added. 3. Tree grates shall be the KIVA model size Tx 3'. Please revise plans accordingly. Tree grates revised 4. Street trees on 2n' and Main Street shall be a minimum 3" caliper. Added to plans. 5. Show the power poles, street lights, utilities, etc. so that the following requirements can be verified. 0 5 feet from underground utilities unless adequate protections is provided for the tree and the utility line as approved by the City * 10 feet from power poles 0 7.5 feet from driveways 0 20 feet from street lights 250 4th Avenue South, Suite 200 Edmonds, WA 98020 n ph. 425.778,8500 1 f, 425.778.5536 ENGIN&RING www.cgengineering.com U Edmonds Mixed -Use 15159,20 August 18, 2016 Civil Comment Response #1 Page 3 of 6 a 20 feet from other existing trees 0 30' from street intersections except at intersections with special design treatment and/or as approved by the City Added to drawing. L2.01 - This Sheet either does not exist or was not provided. There is no L2.01 L3.01 LANDSCAPE SCHEDULE & DETAILS 1. Please revise the Street Tree for 2 nd Ave to be consistent with the street tree that was required during phase 1. Revised as noted. 2. Please revise the Street Tree for Main St to show the Capital Pear "Pyrus calleryana 'Capital"' being installed. Revised as noted. SHORING PLANS (Resoonses for Shoring Plans Provided bv Haller Architects) 1. Please provide temporary shoring plans and documentations as required during the Post Office Phase 1. Provided with this submittal. 2. Refer to separate structural review comments provided by Beck & Associates dated June 22, 2016. Shoring plans updated accordingly. 3. A bond will be required for the shoring as required during phase 1. A bond is provided with this submittal 4. An encroachment permit for shoring will be required. This will be submitted prior to plan approval. 5. Please note additional comments not included in this review may be produced after reviewing the next submittal, Noted. 250 4th Avenue South, Suite 200 4M Edmonds, WA 98020 C) ph. 425.778.8500 1 f. 425.778.5536 1ENC3i1Ngr=RlNG www.cgengineering.com Edmonds Mixed -Use 15159.20 Civil Comment Response #1 Sheet C1.1 — COVER SHEET AND GENERAL NOTES 1. Revise General Note #1 to state that 2016 WSDOT/APWA standard specifications. Revised 2. Add Fire District One to the utility purveyor information. Added. August 18, 2016 Page 4 of 6 Sheet C2.1 — DEMOLITION & TESC PLAN 1. The note states to refer to Phase I drawing set for traffic control and haul route. Please resubmit those plan sheets with this submittal and revise the note accordingly. Submitted with plan set. 2. Will a chain link site protection fence be installed during construction? Please note that the City will not allow for long sidewalk closures on Main St. Added note to "clearing limit" note, including a caveat that the fence may be moved to the curb for limited periods of time. 3. Disruption fees will be charged for closure of the sidewalk, alley and/or parking areas beyond 72hrs. Please indicate proposed areas of closure and the estimated duration of closure. Noted. Sheet C3.1 — GRADING & DRAINAGE 1. Shown an ADA compliant storm grate in the catch basin located in the ramp at 2 nd and Main St. Callout added to plan. 2. Please revise the detention system to accurately depict what was installed and verify the sizing is consistent with the submitted drainage memo. It is our understanding that the detention system was built per the previous civil plan, showing (2) 22 LF runs of pipe connected to an 18 LF run of pipe. As described in the drainage memo, this is longer than the pipe described in the report on file at the City of Edmonds dated April 3, 2014. The plan revision was made in the May 23, 2014 plan set by LPD. 3. Provide a detail for the retaining wall adjacent to the sidewalk on Main St. The detail should show that the entire wall and railing is placed on private property. The detail shall also include the reinforcement and configuration of the footings of the wall. This will be provided on the structural plans, as it is a part of the building. Reference the plan note near grid 3 & A on sheet S2.01 and detail 11 on sheet S3.11 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 1 f. 425.778.5536 rmrswrEFERIING www.cgengineering.com Edmonds Mixed -Use 15159.20 Civil Comment Response #1 August 18, 2016 Page 5 of 6 Sheet C4.1 — WATER AND SEWER PLAN 1. The inline valve on the water main is not required. You may hot tap the fire and domestic lines. Removed. 2. It is the responsibility of the applicant to verify that the proposed size of the domestic is sufficiently sized to meet the water supply needs of the new building. Sizing of the domestic line to be confirmed once the plumbing permit has been submitted and reviewed. Issuance of the domestic water meter will not be issued until the supply line sizing has been verified. Note added to plan. Sheet C4.2 — WATER AND SEWER DETAILS 1. As changes are made to the other plan sheets, please remove any details that are not needed. Did not remove any details, although some have notes modifying them (for example, we would still like to show the general layouts of the water and fire services beyond the main, even if they are now to be hot tapped instead of cut in tees). Sheet C5.1 — SITE AND STREET IMPROVEMENTS 1. The note states to refer to Phase I drawing set for traffic control and haul route. Please resubmit those plan sheets with this submittal and revise the note accordingly. Note revised. Plan sheets added. 2. The final restoration for the alley has been deferred to Phase 11. a. Please remove the note on the plans. b. Show the final restoration on this plan sheet. c. Please include the alley improvements in the performance bond for phase 11. Revised alley as noted, included quantities in bond. 3. If you would like to defer replacement of the ramp at 2 nd and Bell St and the concrete panel on Bell they would need to be included in the performance bond for phase 11 and shown on the plans as to be replaced as directed by the City of Edmonds. Ramp and concrete panel for Phase 1 that need to be revised are now called out on the Phase 2 C5.1 sheet. 4. Show the grind and bverlay for 2 nd Ave on this plan sheet and include the restoration in the bond. Added 250 4th Avenue South, Suite 200 Edmonds, WA 98020 rENGIN&RING ph. 425.778.8500 1 f. 425�778.5536 1 www.cgengineering,com Edmonds Mixed -Use 15159.20 Civil Comment Response #1 August 18, 2016 Page 6 of 6 5. Please add a note to the plans that states that striping will be applied as directed by the City of Edmonds. Added Sheet C5.2 - SITE AND STREET IMPROVEMENTS 1. Detail 3 -Show 2% cross slope for the sidewalk and an expansion joint between the sidewalk and the ramp for the driveway approach. Added 2. Detail 6 -Since the handrail is located on private property, you may install something more decorative. The rail at a minimum would need to be 42" in height with a maximum of 4" intermediate openings. Noted. Architect to provide detail. 3. Include detail for signs. Sign detail added. If you have any questions or comments regarding the responses to this review please do not hesitate to call. Sincerely, CG Engineen*ng G regg Illen, PE, SE Principal 250 4th Avenue South, Suite 200 Edmonds, WA 98020 r=Nr,1NE-6R1NG ph. 425.778.8500 1 f. 425.778.5536 1 www.cgengineering.com REVIEWER NAME: -4 J(Awbu - I ENGINEERING DIVISION REVIEW DATE REVIEW ASSIGNED: UJIQ& _U101to DUE DATE: P&AP PERMIT TRAX APPLICATION NUMBER: 1&%,02,0JU 6S-0(0 PROJECT NAME AND TYPE OF PROJECT: PO 6 T D FFIC9 — PHASE -a— PROJECT ADDRESS: 2,01 Suhmittal RECIFIVED JUN 2 7 2016 Documents Attached. ENONEERING DIVISION CIVILS Notes to Reviewer: 1"4-0 pre Wy tuick- etwctA.3. No rKMn Alck"S' 33 STORMWATER ENGINEER REVIEW tt PUBLICWORKS :3 TRAFFIC ENGINEER REVIEW �Q�ATER/SEWER 33 PLANNING DIVISION REVIEW QS7REETS/STORM El I have reviewed the subject project proposal and have concluded that I have no comments Ei I have reviewed the subject project proposal and have concluded that the following comments and/or project conditions should be provided to the applicant or included in the permit approval. Comments: Date: Signature: Phone/E-mail: PLEASE RETURN THIS PACKET OF INFORMATION TO PROJECT REVIEWER: S:\ENGR\REFERENCE-LIBRARY\FORMS-Form Letters-Cheeklists\Routing-Cover Sheets\Eng Routing.docRevised 4/23/2014 0 E 11,V CITY OF EDMONDS CIVIL PLAN REVIEW COMMENTS ENGINEERING DIVISION �s t. IS9,3 (425) 771-0220 City Website: www.edmondswa.gov DATE: November 4, 2016 TO: Scott Boyer BOYERSCOTT1@GMAIL.COM FROM: Jennifer Lambert, Engineering Technician Jennifer.lambert@edmondswa.gov RE: Application #: BLD20160506 Project: Post Office Phase 2 Project Address: 201 Main St During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Reviews by other divisions, such as Planning, Building, or Fire may result in additional comments. Please redline plans or submit three (3) sets of revised plans/documents with a written response to each of the items below to a permit coordinator. Resubmittals can be made at the Development Services Department on the 2 d 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 and development code can be referenced on the City website. l't Review — July 28, 2016 2 "d Review — November 4, 2016 GENERAL 1. 11/4/16 — Comment was addressed. Engineering is currently reviewing and will follow up with any comments. 7/28/16 Comment: Please provide an itemized engineers cost estimate, including units and unit prices, for both on -site and off -site (right-of-way) improvements, including all utilities and traffic control. Please use the King County Site Improvement Bond Quantity Worksheet and utilize the "write-in" sections where appropriate. A bond is required to be placed for all erosion control measures, right-of-way and stormwater management improvements. The amount of the bond will be based on 120% of the City approved estimate of the improvement costs. The City will inform you of the appropriate bond amount after review of the cost estimate. Bond forms can be obtained from Permit Coordinators Linda Thomquist or Kristin Johns at 425-771-0220 or by email at linda.thornguistAedmondswa.gov or Kristin.johnsgedmondswa.gov Inspection fees for this project will be calculated at 3.3% of the 120% City approved estimate for all improvements. 2. OK 3. OK 4. 11/4/16 — Notes and chain link fence were shown on the plans; however, per construction of phase 1, it would appear that there will be a need to utilize the ROW on 2 nd Ave. a. Please provide a construction schedule and note the approx. time that the ROW will need to be used on 2 "d Ave. b. Please show the limits of disruption on 2 "d so that disruption fees can be calculated. c. Please revise the notes accordingly on the plans. 7/28/16 Comment: Will a chain link fence be installed during construction? If so, please show location on the plans. Sidewalk along Main St property frontage shall remain open except as needed to perform specific activities such as sidewalk replacement and utility connections. 5. 11/4/16 — Comment was addressed; however, was gas actually located on the west side of 2 "d Ave. I believe that was discovered during construction of phase 1. Please verify and revise the plans as needed. 7/28/16 Comment: Show all dry utilities and where they enter the building as well as the 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. 6. OK 7. OK A1.01 — SITE PLAN No Comments. L1.01 — LANDSCAPE PLAN 1. OK 2. OK 3. OK 4. OK 5. 11/4/16 — Comment was addressed; however, the following needs to be corrected. a. The location shown for the utilities do not match the Civils. Revise the plans accordingly. Page 2 of 7 b. Is the existing water meter to be abandoned? If it isn't there is conflict with the proposed tree location. Revise the plans accordingly. 7/28/16 Comment: Show the power poles, street lights, utilities, etc. so that the following requirements can be verified. 0 5 feet from underground utilities unless adequate protections is provided for the tree and the utility line as approved by the City 0 10 feet from power poles, & 7.5 feet from driveways, * 20 feet from street lights, 0 20 feet from other existing trees, 0 30' from street intersections except at intersections with special design treatment and/or as approved by the City Additional Comments — 11/4/16 6. Please revise the note 'Hanging basket pole — choice of pole style TBD' to reference the attached detail. A detail has been attached for the hanging basket; however, please remove the City of Edmonds border from this detail. 7. It appears as though landscaping is placed such that it will block the fire department connections. Please revise accordingly. L2.01 — This sheet either does not exist or was not provided. L3.01 — LANDSCAPE SCHEDULE & DETAILS 1. OK 2. OK SHORING PLANS 1. OK 2. OK 3. A bond will be required for the shoring as required during phase 1. 4. 11/4/16 — Comment was addressed. Engineering is currently reviewing and will follow up with any comments. 7/28/16 Comment: An encroachment permit for shoring will be required. s. OK Page 3 of 7 Additional Comments — 11/4/16 6. What do the dash lines represent along Main St (SH2.0)? If they are ground anchors, why do they differ in location than the anchors along the alley? a. The soil anchor along the alley are shown in between the soldier piles; however, the anchors on Main St are in alignment with the soldier pile. b. If they are anchors, how far will the anchor go into Main SO Sheet CLI — COVER SHEET AND GENERAL NOTES 11WIYA 2. OK Sheet C2.1 — DEMOLITION & TESC PLAN 1. OK 2. OK 3. 11/4/16 — Comment was not addressed. 7/28/16 Comment: Disruption fees will be charged for closure of the sidewalk, alley and/or parking areas beyond 72hrs. Please indicate proposed areas of closure and the estimated duration of closure. SHEET C3.1 — GRADING & DRAINAGE 1. OK Page 4 of 7 2. 11/4/16 — See the picture below. It does not appear that the storm system was installed per plans. Please revise accordinOv. A 7/28/16 Comment: Please revise the detention system to accurately depict what was installed and verify the sizing is consistent with the submitted drainage memo. 3. OK Jitional Comments — 11/4/16 Please clean up the survey information at the intersection of 2 "d and Main St. It is hard to read. Notes Note #1 — Where will the footing drains pump to? Footing drains should not discharge to the stormwater management system unless the system is designed for it. Note #4 — Please revise the note. Dry utilities are required to maintain 51 separation from laterals as well. SHEET C4.1 — WATER AND SEWER PLAN Page 5 of 7 1. OK 2. 11/4/16 — Comment was added under Plan Note 3; however, is plumbing supposed to be plumber? Is there supposed to be a period between the words 'review' and 'issuance'? 7/28/16 Comment: It is the responsibility of the applicant to verify that the proposed size of the domestic is sufficiently sized to meet the water supply needs of the new building. Sizing of the domestic line to be confirmed once the plumbing permit has been submitted and reviewed. Issuance of the domestic water meter will not be issued until the supply line sizing has been verified. Additional Comments — 11/4/16 3. Will the existing water meter be removed? If not there is conflict with the proposed tree locations. Please revise accordingly. 4. Please show the gas service to the south of the sewer lateral. 5. 11/4/16 — Attached are City Standard Details that have been revised. Please replace any details on the plans with the ones that have been attached. SHEET C4.2 — WATER AND SEWER DETAILS 1. As changes are made to the other plan sheets, please remove any details that are not needed. 2. 11/4/16 — Attached are City Standard Details that have been revised. Please replace any details on the plans with the ones that have been attached. SHEET C5.1 — SITE AND STREET IMPROVEMENTS 1. 11/4/16 — Comment was addressed; however, the traffic control plan attached does not appear to represent the intersection at 2 nd and Main. Please provide a traffic control plan specific to the area of construction. Please note that the traffic control plan attached was not legible. 7/28/16 Comment: The note states to refer to Phase I drawing set for traffic control and haul route. Please resubmit those plan sheets with this submittal and revise the note accordingly. 2. 11/4/16 — Comment was addressed; however, the alley shall be paved the entire width. Please revise the plans to show the full width instead of a portion of the asphalt remaining. (The area where it was noted that the asphalt was in good condition .... is the area that should be a full width replacement). 7/28/16 Comment: The final restoration for the alley has been deferred to Phase 11. a. Please remove the note on the plans. b. Show the final restoration on this plan sheet. c. Please include the alley improvements in the performance bond for phase 11. 3. OK Page 6 of 7 "WeIN 5. OK Additional Comment — 11/4/16 6. Show all striping (i.e. crosswalks, parking, etc.) 7. The curb ramp does not appear to be feasible as shown. Please provide a blown up detail of the curb ramp at 2 "d and Main St showing all ADA requirements are being met. 8. As utility changes are being made and other plan sheets, please revise this plan sheet accordingly. SHEET C5.2 — SITE AND STREET IMPROVEMENTS 1. OK 2. OK 3. OK Page 7 of 7 0? ED40 CITY OF EDMONDS CIVIL PLAN REVIEW COMMENTS ENGINEERING DIVISION (425) 771-0220 City Website: www.edmondswa.gov DATE: July 28, 2016 TO: Scott Boyer BOYERSCOTTI@GMAIL.COM FROM: Jennifer Lambert, Engineering Technician Jennifer.lambert@edmondswa.gov RE: Application #: BLD20160506 Project: Post Office Phase 2 Project Address: 201 Main St During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Reviews by other divisions, such as Planning, Building, or Fire may result in additional comments. Please redline plans or submit three (3) sets of revised plans/documents with a written response to each of the items below to a pen -nit coordinator. Resubmittals can be made at the Development Services Department on the 2 d floor of City Hall. Permit Center hours are M, T, Th & F from 8am-4:30pm and on Wednesdays from 8:30am-noon. C ity of Edmonds handouts, standard details and development code can be referenced on the City website. GFNEftAL 1. 3 Please provide an itemized engineers cost estimate, including units and unit prices, for both on-, site and off -site (right-of-way) improvements, including all utilities and traffic control. Please use the King County Site Improvement Bond Quantity Worksheet and utilize the "write-in" sections where appropriate. 0 A bond is required to.be Wed -for alllerosionco'ntrol measureg- right,qf-,way and P I storinwater management improvements. The amount of the bond will be based on 120% of the City approved estimate of tile improvement costs. The City will inform, , U . of yo the appropriate bond amount after review of the cost estimate. Bond forms can be obtained from Permit Coordinators Linda Thomquist or Kristin Johns at 425-771-0220 or by email at linda.thomquistgedmondswa.gov or Kristin.iohnsgedmondswa.gov Inspection fees for this project will be calculated at 3.3% of the 120% City approved estimate for all improvements. Please add a note to plans stating "A separate right-of-way construction permit is required for all work within the city right-of-way." Please note, a ROW permit application with contractor's signature shall be provided to the city prior to issuance of civil construction plans. 13VInclude a City Engineering Division approval block on all plan sheets. Refer to sample on City website. 4. Will a chain link fence be installed during construction? If so, please show location on the plans. Sidewalk along Main St property frontage shall remain open except as needed to perform specific activities such as sidewalk replacement and utility connections. 5. Show all dry utilities and where they enter the building as well as the 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. 6. Is overhead power in proximity of new structure? It was my understanding that the power crosses over to the east side of the alley. If not and the power is close, then you will need to confirm with PUD that separation requirements can be met. 7. Please add the following note: "A separate irrigation permit must be obtained from the City Public Works Department. Prior to final acceptance provide a copy of the backflow test report to the City's Cross -Connection Control Specialist. Test reports can be faxed to 425.744.6057 or e-mailed to linda.mcmurphygedmondswa.gov Backflow testing will be required on an annual basis thereafter." A1.01 — SITE PLAN No Comments. L1.01 — LANDSCAPE PLAN pq�� Add note to refer to civil construction plans for frontage improvements. 4 ,9.��dd notes that Street Trees shall be planted at 20-feet on center. T T, ree grates shall be the KIVA model size 3' x 3'. Please revise plans accordingly. Street trees on 2 nd and Main Street shall be a minimum 3" caliper. 5. Show the power poles, street lights, utilities, etc. so that the following requirements can be verified. 9 5 feet from underground utilities unless adequate protections is provided for the tree and the utility line as approved by the City 0 10 feet from power poles, 0 7.5 feet from driveways, 0 20 feet from street lights, e 20 feet from other existing trees, * 30' from street intersections except at intersections with special design treatment and/or as aDproved by the City le L2.01 — This sheet eithei A 1___T L3.01 — LANDSCAPE SCHEDULE & DETAILS �VPlease revise the Street Tree for 2 d Ave to be consistent with the street tree that was required during phase 1. Please revise the Street Tree for Main St to show the Capital Pear "Pyrus calleryana 'Capital' being installed. Page 2 of 4 SUORING PLANS -Pleage provide temporary shoring plans and documentations as required during the Post Office ,�.Phase I. Re:f�rto separate structural review comments provided by Beck & Associates dated June 22, 2016. 3. A bond will be required for the shoring as required during phase 1. 4. An encroachment permit for shoring will be required. 5. Please note additional comments not included in this review may be produced after reviewing the next submittal. Shiet C Lt COVER SHEET AND GENERAL NOTES, Revise General Note #I to state that 2016 WSDOT/APWA standard specifications... ?PAdd Fire District One to the utility purveyor information. -.'Sheet C2.1 z: DEMOLITIONA TESC PLAN #/The'riote' states to'.r�f6rto Phas' f e I drawing set- for tra fic 'Ontrol and haul route. Please resubmit those pf4h sheetis',�vith this submittal and revise the note accordingly. Will a 6haiin link site protection -fence be installed during-c'nstruction?'Ple'asie note.that the City will not allow for long sidewalk closures on Main St. Disruption fees will be charged for closure of the sidewalk, alley and/or parking areas beyond 72hrs. :Ple'a�e indicate propo�4areas� of clo'sure' &fid the 6stimated duration of closure., C3.1'--;GRADING & DRAINAGE SHEET Shown an ADA comptiant �tdftn. irate in the catch basin located in the ramp at- 2 Id and. Main St. .2. Please revise the deteqtion'system to accurately depict what. was installed and verify.the sizing is consistent with the submitted drainage memo. 3-. Provide a detail for the retaining wall adjacent to the sidewalk on Main St. The detail should show that the entire wall and railing is placed on private property. The detv*l shall also include the reinforcement and configuration of the footings of the wall. rn te S E 4.1— A ERANDSEWER LAN CA ty The infine valve on the water main is not required. You may hot tap the fire and domestic lines. It is the responsibility of the applicant to verify that the proposed size of the domestic is sufficiently sized to meet the water supply needs of the new building. Sizing of the domestic line to be confirmed once the plumbing permit has been submitted and reviewed. Issuance of ic wat r meter will not b issued until the s li h b ified. 4 4�,Vm. :P]�_Klnc' it — VT t& it UEV or, VV F�Jx jjr� 50AMW 4R�v As changes are made to the other plan sheets, please remove any details that are not needed. 6. �tUp, - 7 Page 3 of 4 ."SHEET C5.1 — SITE AND STREET IMPROVEMENTS 0,�J The note states to refer to Phase I drawing set for traffic' control a�d-haul'rout�. Pledse'resubmit those plan sheets with this submittal and revise the note accordingly. 2. The final restoration for the alley has been deferred to Phase 11. - &7- a. Please remove the note on the plans. b. Show the final restoration on this plan sheet. c. Please include the alley improvements in the performance bond for phase 11. 3 If you would like to defer replacement of the ramp at 2 "d and Bell St and the concrete panel on Bell they would need to be included in the performance bond for phase 11 and shown on the plans as to be replaced as directed by the City of Edmonds. d Show the grind and overlay for 2 Ave on this plan sheet and include the restoration in the bond. Please add a note to the plans that states that striping will be applied as directed by the City of Edmonds. -7z�-- "Wry, IVW%,T%, SHEET C5.2 — SITE AND STREET IMPROVEMENTS Detail 3 - Show 2% cross slope for the sidewalk and an expansion joint between the sidewalk # ot and the ramp for the driveway approach. W�U� M Detail 6 — Since the handrail is located on private property, you may install something more decorative. The rail at a minimum would nqd to be 42" in height wi h a m ximum of 4" intermediate openings. K�/ Include detail for signs. -Y V a /J . p4� ax",- tP VV , J-LOA Xage 4 of 4 A- YV�Aj city of edmonds development information 4c. 1 g 9 1 CWW -YU bp " �Y� v7 ).*i IOCOL�fOL x4ttAc", i'l 04wl SO Id')&L- aA MCOO ( ( It 1( te O�y'rmut� w / ptoVk,�� 4e, V".J�jk ,W4_t &jdtkW 70 fOA4-0 1� I COA U), (Y-4- r)tAAIIO,— TOWER CANOPY 13 SF PROJECTION 0/ PL 3 UNIT DECKS 3 SF MAX PROJECTION OVER\ f ' I L "' PROPERTY LINE = 2'-O"\\j i-m ff ui MAIN S77REET CAN,,0PY 21 SF PROJECTION O/—PL SECONDAVENUE PHASE 1 & 2 PARKING \-GARAGE =c' - B CUT ] DRIVEWAY POST OFFICE RAMP �"'�d!-OADING DOCK TOWER ROOF EAVE 4,,%c MAX PROJECTION OVE PROPERTY LINE = 2'-0" x 77 CURVED ROOF EAVE 1'9 \ S MAX PROJECTION OVER\ PROPERTY LINE 2'-0" 7-777--`- �-PROPERTY LINE SECOND AVENUE CANOPY 427 SF PROJECTION 0/ PL SECOND AVENUE CURVED FACE OF LEVEL 2 SLAB 14 SF MAX PROJECTION IL OVER PROPERTY 'IAZ LI OPEN COURTYAR T LEVEL2 71 CANOPY (Ca) MAX CURVE) ? SIDEWALK CALCULATION: 6-8 1/2" / 1 0'-Z 3/4" = 60-65% 66% MAX. CANOPY SIDEWALK WIDTH PROPERTY LINE., Al I C:V 1 11 m IiiiiiiiiiiiJ. mlim4iff CANOPY 427 SF - PROJECTION 0/ PL ELEIG E VTOR OVERRUN BEYOND I ra SECOND AVENUE CURVED FACE OF LEVEL 2 SLAB 14 SF MAX PROJECTION OVER PROPERTY LINE = 2'-0" SECO.ND AVENUE CANOPY 427 SF PROJECTION O/Pl- ID) cc CURVED ROOF EAVE 19 SF MAX PROJECTION OVER PROPERTY LINE = 2'-0" aq SECOND AVENUE CANOPY 427 SF PROJECTION 0/ PL SECOND AVENUE (WEST) ELEVATION 1 11 = 10 1-011 0 5 10 20 B A TOWER ROOF EAVE 4 SF MAX PROJECTION OVER PROPERTY LINE.= 2'-0" EXTENT OF RECTANGLE USED FOR p L HEIGHT CALCULATION PER CITY OF EDMONDS HANDOUT # B41 MAXIMUM ALLOWABLE HEIGHT +73.89' TOP OF ROOF '%+73.81' THIRD FLOOR : ............. ....... - :MAX MrSi R sm T+3 t "�- '41 +43.891 ff LEN S111 20411- SP&CE +41.08' NW +50.07' NE +38.75' SW +45.42' SE w+30.00' +43.89' AVE [TOWER CANOPY 13 SF C PROJECTION 0/ PL I 4 3 ROOF EAVE 4 SF ROJECTION OVER PROPERTY LINE = 2'-0" 3 41F S VER _0 i TOWER LEVEL 2 / LEVE L 3 UNIT DECKS 13 SIF MAX RL L PROJECTION OVER PROPERTY LINE = 2'-0" 71 ff-, TOWER CANOPY 13 SF PROJECTION O/-PL T 4 ELEVATOR OVERRUN BEYOND c\j -r- 5 MAIN STREET ENTRY CANOPY 21 SIF PROJECTION 0/ PL MAIN STREET (SOUTH) ELEVATION 11 = 10 1-011 0 5 10 20 MAXIMUM ALLOWABLE HEIGHT +73.89' TOP OF ROOF W=411 THIRD FLOOR +63.95'. cf) SECOND FLOOR +54.87' +45.42' AVERAGE GRADE SE RETAIL SPACE r +43.89' +42.10' RESIDENTIAL LOBBY SW RETAIL SPACE +39.60' +41.08' NW +50.07' NE +38.75' SW BASEMENT +45.42' SE +31.00' +43.89' AVERAGE GRADE Y 0 3 20 ij DEVELOP146,,q,SE hviCL5 coulvieRc ENCROACHMENT PERMIT APPLICATION 97 eOZO ADDRESS OF PROPOSED PUBLIC USE: 2-g i /,,, A WAC PROPERTY OWNER �PHONE: Scrx,, PROPERTY OWNER MAILING ADDRESS: CONTACTNAME- S,C,:gn� 260%-r--644. PHONE: CONTACTEMAIL MUS& 6y!�ZO.Lr_s L7 V.V-1 elf Describe the portion of public space, City right-of-way or easement area to be utilized (i.e., overhead space of sidewalk, 10 foot City utility easement along north property line, etc): e2l c-*- -G4 r�� ft, �?�L /f.,l A I /,j Describe the long, etc.):—, of encroachment or use desired (i.e., fence 6 feet by 150 feet, awning 3 feet wide by 7 feet ------------------ DEPARTMENT APPROVALS --- FOR CITY USE ONLY ------------------- Planning Division Approved B ADB# Date Public Works Approved B Date Remarks or Comments: Engineering Division Approved B Date Certificate of Insurance Verified B Date Encroachment Agreement sent to City Clerk for recording Date ENCROACHMENT PERMIT# ISSUANCE DATE BUILDING PERMIT # RECORDING # DESCRIPTION OF PROPOSED ENCROACHMENT: 1. 427 SF of steel & glass canopy from south end to 2/3 of west side of building going north. The canopy is 81' long and 6'-8 Y2" deep (at farthest extension of curve) 2. 21 SF of curved steel & glass canopy at south side of building at the midpoint. The canopy is 18'-0" long and 6'-8" deep. 3. 13 SF of steel & glass canopy at corner of tower on west side. 4. 3 SF of level 2 & level 3 decks at corner of tower on west side. 5. 4 SF of roof eave at corner of tower on west side. 6. 14 SF of level 2 curved slab at building midpoint west side. 7. 19 SF of curved roof eave at building midpoint west side. TOWER CANOPY 13 SF PROJECTION 0/ PL 3 UNIT DEC 3 SP.,MAX PR9�'ECTJON OVER'\ PROPERTY. LINE= 2'-0`\j ui Lij -cn iz lvwilm Z�j- t=t= I CANOPY21SF PROJECTION 0/-P-.L TOWER ROOF EAVE 4\,SF CURVED ROOF EAVE f9\SF MAX PROJECTION OVER-\, MAX PROJECTION OVER\ SEC OND��AVENUE F—PROPERTY LINE 2'-0" PROPERTY LINE 2'-0" Izz @ PROPERTY LINE -KqTCUT I SECOND AVENUE CANOPY 427 SF PHASE 1 & -161 PROJECTION 0/ PL 2 PARKING Ull GARAGE SECOND AVENUE. CURVED FACE OF DRIVEWAY CURB CUT LEVEL 2 SLAB 14 SF 1L . . . POST OFFICE RAMP '77 MAX PROJECTION. LOADING DOC OVER PROPERTY -0" Y - ILINE 2' j OPEN COURTYAR LEVEL2 -7/71 CANOPY (@ MAX CURVE) SIDEWALK CALCULATION: 6-8 1/2" / 10'-2 3/4" = 60.65% < 66% MAX CANOPY SIDEWALK WIDTH PROPERTY LINE... ----- ------ - ALLEY PLA ill 201-011 0 10 20 cr Lu CL Q) cc CL a 40 H G E ELEIVTOR OVERRUN BEYOND a I SECOND AVENUE CURVED FACE OF LEVEL 2 SLAB 14 SF MAX PROJECTION OVER PROPERTY LINE = Z-O" D c CURVED ROOF EAVE 19 SF MAX PROJECTION OVER PROPERTY LINE = 2'-0" c C) - I c\j SECOND AVENUE SECOND AVENUE SECOND AVENUE CANOPY 427 SF CANOPY 427 SF CANOPY 427 SF PROJECTION 0/ PL PROJECTION O/PL PROJECTION 0/ PL SECOND AVENUE (WEST) ELEVATION_ 11 = 10 1-011 0 5 10 20 B A TOWER ROOF EAVE 4 SF MAX PROJECTION OVER PROPERTY LINE = 2'-0" EXTENT OF RECTANGLE USED FOR P L HEIGHT CALCULATION PER CITY OF EDMONDS HANDOUT # B41 MAXIMUM ALLOWABLE HEIGHT +73.89' TO OF ROOF 'w+73.81' THIRD FLOOR 10.0--mg. I m 14 9 i 1,002M., U L Ill 01=� - it) cl) Nil SECOND FLOOR +54.87' WIWI ........................... TOWER LEVEL 2 LEVEL 3 . . . . . ......................... ............ . . .......... JIF�IF= MAX 'UNIT DECKS 13 S J� P77T- 0 R -on -10 . rmm-m�vl Us 2 2 63: M m " I I � 10 1 � I t �t E- I . —Em 1�0-1 SV/ VET411- SPACE +41.08' NW +50.07' NE +38.75' SW ....... . 6�!��EMENT +45,42' SE 'w/+30.00' +43.89' AVE -�TOWER CANOPY 13 SF PROJECTION 0/ PL 4 5 TOWER ROOF EAVE 4 SF .MAX PROJECTION OVER ,PROPERTY LINE 2'-0" TOWER LEVEL 2 LEVE ' L 3 14 3SF V �R R _0 To UNIT DECKS 13 SF MAX PL PROJECTION OVER ELEVATOR OVERRUN L2PROPERTY LINE 2'-0" BEYOND L ............. — ----- � =—mr.1.1.1.1 =I I � I I � Frm= I � I I �m a � TOWER CANOPY 13 PROJECTION 0/ PL MAIN STREETENTRY CANOPY 21 8F PROJECTION 0/ PL MAIN STREET (SOUTH) ELEVATION 10'-0" 0 5 10 20 7. v MAXIMUM ALLOWABLE HEIGHT + 3.89' TOP OF ROOF p M +73.81' THIRD FLOOR HIM +63.95' al m 1Z SECOND FLOOR +54.87' 3 --- ... . . . . . .... -------- M=L+45.42' AVERAGE GRADE SE RETAIL SPACE +43.89' +42.10' RESIDENTIAL LOBBY/ SW RETAIL SPACE +39.60' +41.08' NW +50.07' NE +38.75' SW BASEMENT +45.42' SE +3100' +43.89' AVERAGE GRADE N e -?-02-c FDMON-4 Op. In- rl.R -E T R. IFICA E: 0 LIA81LITY INSORANCE T F ()ATE-(MM/DMYM 06118114 ' MRMA THIS CERTIFickit 0 ISSUED AS A MMR�01` IN T-16N ONLY AND tONOWS NO RIGHtS UPON THE CtRT'IFIdATE'H6LbEK. t-RIS PP91.171FIME- DQIES.!N9T AffJRMATkE�Y' OR.NEPAVY4�YCAM4�13, EXTEND QRALTER-' THE COVERAGE AFFORDED WTHE POLICIES VIC C N 90W 'dkD SKI,OW i - THIS';i� -.nFICA1A;.'0F INSURANCE DOES NOT -0 STITUTE A CONtlk4dt EENTHE IS�OING INSURER($), AQ*HdR gdP'R"E'SE'N-TA*'t%&-.b:'*k'-'P�R'OD'�UC"E'*R*, A'NDi.THIEbERTIh"dAT "i ' " , " A 'CHOLDE , IMPORTANT: K the v*ffiftata''1161der Is anADDITIONAL 4NSURED, the polity(les) must'bo *ndors6d. If SLIBROGATION IS WAIVEDe subject to the tOrm *W Oo . WTRIOhs-.� - 6ert.aln'pollcles 'moy fojqqt(.O� 46 bhdots6ffi6nt, ksfilemeht on this cerifficati does n6t confer glghts'to tho c�rtillc'ai6 holder lnjk�y.4such endorsemehtis).. L., t d- o hingt(ih LLC O'k 6thbII'-WA-�I)W1 I no WKAM"E":' —TFA—X W, N.): NSURER(SYAFF0F=4G COVERAGE, NAMC ,INSLRERA."0161i)'6i.*)hg6fOlid6,COMI*" 'Nsulteb: Ed --09 2020IL-C EdMonds,'Wk.68626 WSUFMWO! INWRLA d-, wingRd: � 1COVERAGIES C-PIRTIFICATF NHMFWR,�� 'OpwAinti W1 IMAM- [Tnti[S..IST,O'CERTIF-Y-'TMT-�ME-POLICIES--,OF�INSURANCC-''.tiST.EOZELOW,iiA iBEgqISAqFD':rq7!i E�'INSURED'NAMED ABOVE fOR THE POLICY PERIOD INDICATED. ANY tomRACf.0.11 6*E4(-'-bOCUM�WTWIfH REtPECf'f&WHf6W-ftS� C ! EK"FICATEWAY'SEASSLIED. OR MAY PtRTAIN, THEJNSURANCEr AFFORDED,BYTHE POLICIES. DESCRIBED HEREIN IS SUBJECT TO ALL THE, TERM�,"L F EXCIJtW' OWW- t'0N6rW6?dr6V POUC-b LIMIY9 S�V* MAY,Wtl6tEN Rtbucb*rAfo-Cikk�. INISR tV0t-'0f.1NWJKAhbE' AWL �ZMQMMM L*Mfs A PENERAL LMSKM x DUAIMS-MADE OA)CGW X' 1p�PLPQq4 63700 WPM . I 0611211 EA&i ppquR� E-'N'CE- I $ AM� i '-MED-E)P-(AiVon6persorx) PERS09k.,& ADVANJURY -stogoap OENEP14L AGGWGATT� LIMIY Ft GbPL '. . . .,.. Li i - louty'n'm tot.. t EMO. Beni 1;000;w AUTOMOBIL15 LIAWWY -AWAUTO uiosll� ALROS 1ITLE LIM- P 4PT $ AGGReGATE ln��D [POtNTION-4. VV0W,1�SC9MPENSAT10W ANP EWLOYERS'UABLO: )W , 0PRKT WA ,(MW*Wj� In NH)' El ga, desenbe under SM1PTI0W0Fm0PERKn0N9b6bw NIA 1,+V&yS.TA%] ? W DESepip iwF;p� - 7 Wwr-vtl&Ltd �&i ;�26 EndEdachrifent- WW"idir AMG�&462181' &icrdAa=tent,AdareS�5'-" i�4 2'nd Ave-K- lts i's.. undersbood avd':agfrel�d that t—he 4c, ity'ak-Ed'iffonods;, is an wdax"�oinzCi-. per insured- 0:0400, attached. Engineen"ng bivi'slon 1-21 5th A44que North n4S.'Wi �*)S'PM� E,CMqIELL1E0.8F P :irHE IRATM 1) TE T OF, �CITJCt- WLI. S4f.,bEUVr=ikk6: IN X6606AX6dWfti '00tidf _ PWOMI&INIS. Q'i -ACORD 25 (2010/05) The, ACORD name, and logo are-ml(siprpil mor.ka..;pfAQM� 103 GL 0004637-00 COMMERCIAL GENERAL LIAalLITY _CG 20 12,05. 09 THIS 9NOORSEM.ENT CHANGES THE POLICY; PLEASE READ IT CAREFULLY. �s , T RNMENTAL ADDITIONAL INSU,RED - TA. E OR GOVE AGENCY OR SUBDIVI'SION OR POLITICAL DIVIS P"ITS'OR. AUTHORIZATIONS Ttfi,4,.�6riddiS�dd-*jht-"-M-6difies'insur'a'��, �rb.Addd 006fthelbllbWfiv: ComlogRPIKL_OENJERAL . LIABI - LITYCO�XRAGEPAkr SCHEDULE P0IitiCbI;S0bdivisio`n, pf 'Ed- gjaoqnng ivt,s.iori Edr�or&, WA'0802-0 �Siktidh 11 �Vftft, Ah Insiured 19 'arnendedfojn� orn 9 lisu_. -suMmoff or polirippi s .40d q�soown w1he. )9 pivvisjqns.. *M pe"meo;py y -,pjn,.ypu r beh a it' fo r, " 1 qt; or IfteAtate orgovernmerital agen I �Y-�orsubdi.Visibwbr s�t,,t , __ ft bf! .,ull sdt5dKftidjh: has d a Penn ,a .2. This knsW040.0 does hol-501 '- P,y to: ai el3odilk-.lhjuryr, 'propert' datliage"w *peet6nal y tawadvettising.11i'tui-y" adsidu (It'l-16f 00'(0100's- 4*rkrMo.,lbir thttleddrhl 00pnIdlei --��tate;or nt. mur)ICIP41ity"ot b.'"Bodily-, injaW Or- "jkp Inj#ge" IhOlUded vkhIjn'F#i&"'_' d s��mplf3ted pfo uct "D to S� peraf p C.0 190 12 Moor -0 inisoe4tico-Ze.mice's Office,, - Inc., 2008 I PaCgel bfzl, E -Z-c 'clu EDMONA OP, ID: CS DATt-(MMIDWY�M CERTIFICATE Of LIABILITY INSURANCE F 06,118114 THIS�CERTiFICATF_ IS ISWEDAS A TTMbF )0dRMAT-tbk*, ONLY AND ONFM NO RIGHTS UPON THE CER7:lFItATE�'HbLbER.,T.-4#S !;gk OR:NEPAT- -X�rMgND,-, EXTEND OR A�TER'THIE. COVERAGE AFFORDED BY THE POLICIES 9L sawk tHiStEit"-'nFIC-ATX'OF'-�N;SUP.ANCt DOES NOT . t ' ONSTITUTEA-CiONtRACT BETWEIENTHE ISSMING IN,SURER(S),. AUfHOkIZkD � , 0 U' TA�� EPREStN CER, AND-T E ClEktlh ... ATE,"HOLDER4 IMPORTANTt' lf thid r-eiftifleate'.holder Is AWADDITIONAL JNS.URED( the policy(les) must be ionclorsed. If SUBROGATION IS WAIVED, subject td thi Whis and bbinidliltll6h�i! bf thb-,odlidy, 'Cortalti polidle's Jn'�)-(-.f6q'q-Ire tifi efidoIrsoMont. Atiginiebt on, thi's certificate do6s no.t conf& Oghts'lo_ the certific*aie.-h6iderinfi��,�is'u'c'h:endorsementis).- ,PRODUCM� ortlhlp�oofl Lit 607 B thbli: WA-98MI 4, 1 Ave' 011V ng ;=lAyl PHONE -FACX. No): ADDRESS; INSURER(S) AFFMING COVERAGE NAIC 0 vsuRERA -.'05l66j.JhWriffC_6,00M �any Ednibfift 2020, LUC INSURSRBi INSMERID: INSURER F - =vERAGIES r_XRTIFInATV MIJIM199R.., ocutinki mlluapb_ THIS IS TO-'CERTIFY;TW;IHE;�-OLICIES-,,OF� INSURANCg-�,I$TED tELOW,MVC BEEN ISSUED T0_THe-.lNSURE0� NAMED -ABOV.E?,FORlHE: POLICY PERIOD IND11CATIED. *6 MY'AEdUIfftMtbk! ftAW,`bft'0NDiflCW OF ANY' OR diAIEKI bOdUMENt WITH RESPEdfi6WHdf?' CERTIFICATE zMAY`lBAjSSUED. OR MAY P%TAINj THEjNSURANCBAFF.0RDED,BY THE POLICIES. D.ESCRIBED.HEREIN IS SUBJECT TO ALL THE TERMS,� [EXCCWI6N$' D6 INSR TYPEORNSUWtE� AUUL fml*0 Lwlffs A i rENERAL LIABUN x comw_RcKGacw, ..Itm,uT.y X: i 06fl'244i tACH 006URRENCE� 'o -oog 004 AMEXP (Woniporsorly S 5; ,PERSMAL .9 ADVINJARY X -,stop-vap bENEnk AGGRr=0ATE, POU Etfi-0, Beh. 1,v000p( Au'romowCEFLtQkAv : 'AROS -(Ee fjcd v P PERgg IPW $ VM4RPLIAU.64, OC,CUR; bC&i�kEfke. I -AGGREGATE, ;om OMPENSATION, �AN E U S.pAduhr? 00 :(MiMid6iif in NH) Q 1 0 6kL w sd rPlr&8F0PEFATKWbsbw NIA PERMPTION OF 26 Eq� 7. idr4b4—fdh'ment ;Ad& os�wv 3&lt%diAArqe,0 t :LnSUrqd- er d4'�4 �at` ch Ci�Y. bf- E0100kd Engineefing blvigibn k4jo".1jW -9 020; SH - OULD AWO ". WAAdVE iW. UPIRAT" 'DATE .1��OFi. WL(,- B -ACORD-,25-(2010105) Thq.-AMR.0 nqfpe,.aqd'logg areje ' . 0. .,glpterod marlkspfAc RD 103 GL 0004637-00 COMMERCIAL GENERALLMILITY 'CO 20:1106.09 THIS BNOORUMENT CHAN312S THE POLICY, PLEASE READ IT CAREFULLY. ADDI 1. ... W�' ENTAL TIONAL INSU'.REU. . STATE OR GOVERNM AGENCY OR SUBDIVISION OR POLITICAL S,01301VIVON -PEAMITSOR, AOTHORIZAT"'N Wififtl if ZU:: 466ii-otbVid6d., Oh d af th 64 dlIb"W0';' r,,0QIM�,R0*L. ENJERAL LIA%QT-Y�c 10 — I . qVE;8Aqg--! SCHEDU LE P4yq(,Edffiqpd%.��pgine�e qpivitlon J�j �, _,No#h _ . On. Ed rb idn d �, WA 9 80 -20 WH64t: Ah Insuted 19 AffieddO 10 �� in, diode, 09. Ap ini'mrid. any statepr govgM.'motal. ogeP. .0 ".., h � K � $.,OdW , qW ;0y,,-pr,-sqbdIvi`s,, 1h oqo; s:40jocklp lbq, 40006"g prqv!6,iq W- on -ipppm I. T-11s. ly w4h, . meqlko, �'Oy*y vp your OphaWfor. w kk 1p,n qu or 7 , .1 11 1 . . f i " � , -1.1-1 _ - , � jij b". We orpovemme6fal agen4.-orsu6dMslb'n!,0r p6lifidall tO - W010i 46s Is'Wod'd m bd r it bf!au�l ,2. W$ W�WOe d6es.Ji6j'bp0j).(td! q �.Iy. .... ly ii� M " �4ar , hajdfl, or "per i .,,jnju proixift ve sibo.., nit ra bo amitio ou lafauoU performo, for. be Woo . 0om -or Mg. ment., ,state mocipAlksr...'Or b,-.-Q0djjy; 10 br. ---y dAft-g-01 lholtidol ja W_ - _*op 'Poe rA 11 0. 0 s hat 6�( Z od s,--w ca 20 12 01)v office, Inc., 2008 Page, I of I Z_ Tsv Transportat6n,S/olutions, Inc. 8250 - 165th Avenue NE Suite 100 Redmond, WA 98052-6628 T 425-883-4134 IF 425-867-0898 www.tsinw.com To: Doug Spee and Kristen Johns, Edmonds 2020 LLC From: Jeff Hee, TSI Subject: Edmonds Mixed -Use / Edmonds Post Office Site Development — Phase 2 Attachment to Traffic Impact Analysis Worksheet SCANNED JAN Z 5 2017 March 19, 2015 Update: August 1, 2016 This technical memorandum updates the March 19 document of the same name. Please also find attached, a copy of the updated'City of Edmonds Traffic Impact Analysis Worksheet. The following includes a brief description of the project and trip generation forecast. Description of the Proposal: The proposed Edmonds Mixed -Use is Phase 2 of the redevelopment the Edmond Post Office site. The site address is 201 Main Street. Specifically, the site is located on the south portion of the larger site which is bound by Bell Street, an alley, James Street and 2 nd Ave N. The existing site was occupied by an 8,632 sq. ft. US Post Office. Phase 2 includes a four story (mid -rise) building with a parking garage, approximately 7,500 of street level commercial space and 26 multifamily apartment units located on the top two stories. The Phase 1 parking garage will be expanded to accommodate parking for Phase 2. Onsite parking access will be off of 2"' Ave N. Phase 2 is anticipated to be built out by 2016-2017. The May 8, 2014 Traffic Impact Analysis Worksheet and corresponding technical memorandum documented both trip generation and sight distance for Phase 1. Sight distance at the access was determined to be sufficient. Phase 1, which is current under construction, is being completed with 43 multifamily apartment units and a new space for the post office. Trip Generation Forecast: Table 1, attached, summarizes the number of trips forecast by the Phase 2 development. Data from the ITE Trip Generation Manual, 9th Edition (2012) was used to forecast trip generation for the proposal. Onsite trip sharing between the proposed uses and Phase 1 is anticipated to be minimal. Phase 2 is projected to generate fewer trips than the existing land use. With the net new trip generation being negligible, Phase 2 is not required to submit traffic impact fees for this proposed change in use. I trust these documents will meet your needs. Please contact me if you haveony q ear, Attachments: AWROVED AS NMED • Vicinity Map and Site Plan RING ! `�Ww BY ENGINEE ii�;w &cerpts for Land Use M Trip generation forecast and ITE Trip Generati( 0 )n Man ale • Traffic Impact Analysis Worksheet We: 1 4 TS1 Vicinity Map Transportation Solutions, Inc. 'A "Y —4 cm 0WF Er. I SECOND AVENIJ� NORTH W�W BrAz" wrWE wwvwIp"16 FFEM�Wl"GETAICE W--4EE0FWfflW fW,5:nNPfflW3t24 At�!Viw" "km 1AAA tMALKYWIM PR V"M*vM L-j CMM pv4--,TfUqE .. ...... ... P.A91wWnw RISTING EWNDS POST "It 41W to wammwwfm M" CE SUILCING PHASE 1) UM Vtom = tFAV e ru T"M-Ap %net-ila U,i Lim t1tof IvAtA. �MFM MWMMMxLrAL-- — E1rMPwWf1w— 3, F,4 F/ 1r/ 1. INK — — — — — — — — — — — — — sex — — — — — — — — — - ftmookull— Kam EXISTING 0;� ALLEY 7± Ir"Ml D 16 32 W Edmonds Mixed Use Building: Architectural Design Review SIM PLAN Al HR118FArcJhTtacta LLC 12216 Carftsknum Nadh Scalft VIA 93133 296233-1030 h%vmcD%Qa=fi.00M, n 0 TS1,","011, Transportationlolutions, Inc. z�v Table 1. Trip Generation Table 1: Trip Generation Forecast ITE LU: Land Use Size Trip Rate Distribution %in %out Total Trips Pass -By Rate' Pass -By Trips In New Trips Out Total LU 223: Mid -Rise Apt. 26 units 4.00 50% 50% 104 0% 0 52 52 104 LU 826: Specialty Retail 7.500 k SF 44.32 50% 50% 332 34% 113 110 109 219 (Exist.) LU 732: Post Office 8.632 k SF (108.19) 50% 50% (934) 0% 0 (467) (467) (934) Daily Trips (498) 113 (305) (306) (611) LU 223: Mid -Rise Apt. 26 units 0.39 29% 71% 10 0% 0 3 7 10 LU 826: Specialty Retail (Exist.) LU 732: Post Office' 7.500 k SF 8.632 k SF 2.71 (11.22) V/44% V/ 51% V56% -./49% 20 (97) 34% 0% 7 0 6 (49) 7 (48) 13 (97) PM Trips (67) 7 (40) (34) (74) 1. Existing land use 2. Pass -by Rate from ITE LU 820: Shopping Center (ITE Trip Generation Handbook) T si Tran atiohlolutions, Inc. Z, / 11 ITE Trip Generation Manual LU 7321 "United States Post Office," United States Post Office (732) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 8 Average 1000 Sq. Feet GFA: 37 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 108.19 35.57 - 352.42 110.21 uaia Plot ano 13,000 12,000 11,000 10,000 9,000 Lu 8,000 (D 7,000 ID 0) co 6,000 5,000 4,ODO 3.000 2.00D 1,000 ............. ....... ...... ........ I .............. ............. ............. ...... .............. .................... ............ . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . X...... X. ........ ...... ......... . ........... ........ X........ X ................. ............ ............. ..................... ...... 0 10 20 30 40 50 60 70 80 90 100 110 120 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points ------ Average Rate Fitted Curve Equation: Not given R2 Trip Generation, 9th Edition a lnsfltute of Transportation Engineers 1335 T!U i ITE Trip Generation Manual-, Inc. LU 732, "United State Post Office," United States Post Office (732) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 15 Average 1000 Sq. Feet GFA: 27 Directional Distribution: 51% entering, 49% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1 '2 3.24 - 80.00 14.25 uata Ficii ana Lquation 7- 1,200 1,100 1,000 U) 900 W 1.1 CL 800 a, 0 IOU :E a, 600 50D 400 300 200 100 0 ----- ----- ...... ..................... ...... .......... ... ........... ------ ...... ------ ...... ........ -------------- ------ .............. - - - - - --- - - - - - - - - - --- - - - - - - - -- - - - - - - - - - - - - --- - - - - - ............ ------------ ........... . ............... .............. ...... ...................... .......... .................. .................................... ..................... X X X ... X .... X ..................... ...... X X . : ................ .................... ................... X ...... ....... ...... ...... ...... ........ ....... .................. 0 10 20 30 40 50 60 70 80 90 100 110 120 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points ------ Average Rate Fitted Curve Equation: Not given R2 Trip Generation, 9th Edition a Institute of Transportation Engineers 1337 ITE Trip Generation Manuat "Mid -Rise Apartment" LU 2231P Transportad S�Iutions, Inc. Mid -Rise Apartment (223) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 7 Avg. Number of Dwelling Units: 120 Directional Distribution: 58% entering, 42% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.39 0.15 - 0.54 0.63 Data Plot and Equation Trip Generation, 9th Edition 9 Institute of Transportation Engineers TS1 ITE Trip Generation Manual LU 2231 "Mid -Rise Apartment" Transportoftit,blutions, Inc. 7 Land Use: 223 Mid -Rise Apartment Description Mid -rise apartments are apartments (rental dwelling units) in rental buildings that have between three and 10 levels (floors). Apartment (Land Use 220), low-rise apartment (Land Use 221) and high- rise apartment (Land Use 222) are related uses. Additional Data The peak hour of the generator typically coincided with the peak hour of the adjacent street traffic. The sites were surveyed in the late 1980s in Montgomery County, Maryland. Source Number 321 386 Ttip Generation, 9th Edition * Institute of Transportation Engineers TS1 ITE Trip Generation Manual LU 8261 ""Specialty Retail"" �olutions, Inc. Specialty Retail Center (826) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday I Number of Studies: 4 Average 1000 Sq. Feet GLA: 25 Directional Distribution: 50% entering, 50% exiting rip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range -of Rates Standard Deviation 44.32 21.30 - 64.21 15.52 uaia vioi ana I LU Z 2,100 2,000 1,900 1,800 1,700 1,600 1,500 1,400 1,300 1,200 1,100 1,000 900 800 700 600 500 400 caution - use carefully - sman sample Size 20 30 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve Fitted Curve Equation: T = 42.78(X) + 37.66 10 40 ------ Average Rate R2 = 0.69 50 Trip Generation, 9th Edition * Institute of Transportation Engineers 1579 ITE Trip Generation ManuaU TS ol" LU 826, "Specialty Retail" Transp rtationlolutions, Inc. Z//// Specialty Retail Center (826) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 5 Average 1000 Sq. Feet GLA: 69 Directional Distribution: 44% entering, 56% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 2.71 2.03 - 5A6 1.83 Data Plot and Equation Caution - Use Carefully - Small Sample Size 600 X 500 - ----------- --------- ---- -- ----- ------------ ................. ... 400 - ------ ------------ ......... ------------ ........ ...... In 300 - ---------- ............... ........ ........... ..................... > 4) !2 200 . .......... ............... ...... ................ ....... ------------ X 100- ........... .......... ....... ------- ............. 0 0 100 200 300 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points - Fitted Curve ------ Average Rate Fitted Curve Equation: T 2.40(X) + 21.48 R2 = 0.98 1580 Trip Generation, Sth Edition e Institute of Transportation Engineers I City of Edmonds Traffic Impact Analysis Worksheet Name of Proposed Project: C-D�-qor�Ds MIXED-UC-e- Owner/Appficant 0D1,1orJ0c_,, 2020 LI-C Name '2')0'9 BELL C-rP-eG_r Street/Mailing Address EPNIONDS VqA qF,0,20 city OV ED41 A, /fie, Applicant Contact Person: PnAo S.Pee Name Street/Mailing Address State zip city Telephone: CIA25) G,40 - s000 Telephone: Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Firm Name Contact Name Telephone: 41-64 E-mail: THRESHOLD LEVELS OF ANALYSIS State zip Project Traffle Levels I -Sections to Complete 1. Less than 25 peak -hour trips generated I and 7 only (Worksheet/Cheeklist) 11. More than 25 peak -hour trips generated All sections 1. PROJECT DESCRIPTION a. Location- Street address: 2-C)t NjAir4 e,-raZeT- (Atiach a vicinity map and site plan.) b. Specify existing land use: UC- F"-70P—pJCr_ c. Specify proposed type and size of development: 2-(- A 94 Q_-r rf\ E NT- LA v,) LTS a) -1,500 SQ.r-r. COrAMear_IAL (#of residential units andlor squarefootage of building) Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page I of 5 d. Date construction will begin and be completed: 2 c, I e. Define proposed access locations: 7- " D A,� e � f. Define proposed sight distance at site egress locations: _Zc�0 " &:7 '65c5/ — 14-rev_Sac_TLo-J sAr—"-r 2. TREP GENERATION Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation manual. For independent fee calculations, the current edition of the ITE manual may be used. ADT = Average Daily Traffic PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer) a. Existing Site Trip Generation Table: Land Use PM Peak -Hour Trips Daily (ADT) IN OUT Foc--r ofrzicc- 01-64 / '� 2, -A G V, b. Proposed Project Trip Generation Table: PM Peak -Hour Trips Land Use Daily (ADT) IN OUT �Atc) R%-5e APrs 104 V 3 � I SPE-c - V-Er-ALL- --3, 5 -'?_ V/ & V -q c. Net New Project Trip Generation Table: PM Peak -Hour Trips Land Use Daily (ADT) IN OUT 16toMoM9.6 fr\�xrp_ V Cqo) V LA51a C 4cV2,_) C-3 � ) d. State assumptions and methodology for internal, link -diverted or passby trips: N10 lf-�Tr_-P-N-AL- S4'/. PAC,5 a-/ Foe- C0tA1,AeLCJAL ('-PEC . ?E-r-ALL-) _C-P-04-t i-Cle LAA %So 1500,rPtO&A Q_5WLC-?__. Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 2 of5 3. TRIP DISTRIBUTION Prepare and attach a graphic showing project trip distribution percentages and assignments. For developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require trip distribution to be determined through use of the City traffic model.' . . 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? 'I P- Z, b. Intersection Level of Service (LOS) Analysis: Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer Existing Conditions LOS Delays Year of Opening LOS Delays Five Years Beyond Change of LOS I I Delays I I Land Use c. Describe channelization warrants: (Attach stripingplan.) d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50% 95% Existing Conditions Year of Opening Five Years Beyond Change of Land Use e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants): f. Summarize local accident history 2 (only required for access to principal and minor arterials): 1 Available upon request at City of Edmonds Development Services Department 2 Available upon request at City of Edmonds Police Department Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 of 5 5. TRAFFIC VOLUMES Provide the following and other planned development traffic within the city.' a. Describe existing ADT and peak -hour counts (less than two years old), including turning movements, on street adjacent to and directly impacted by the project. b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is fully open (with and without project traffic). c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been My open (with and without project traffic). d. State annual background traffic growth factor and source: 6. LEVEL OF SERVICE (LOS) ANALYSIS a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by ten or more peak -hour trips. Other City -planned developments I must also be factored into the LOS calculations. LOS LOS Existing Conditions Existing Delays Year of Opening With Project Without Project Five Years Beyond Change of Land Use With Project I Without Project b. Note any assumptions/variations to standard analysis default values and justifications: 1 A list of planned developments are available at the City upon request for public records Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 4 of5 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. CHANGE IN USE Fee for prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 ECDC 18.82.120 impact fee shall be used. ITE Land Use Category New Use A PAN %2'rrnU WT SPC-CLALTV WF-T"ALL. Prior Use I P-r-r oopir-e Units in Per Unit square feet, Fee Rate # of dwelling, vfp, etc. 156 240 V%rAvrs O.CJS 1"300 60-F-C. $ X Fee INewUseFee: $ I - I PriorUseFee: $ tct,-+Cia� I =Es - q-A,bll I I El NEW DEVELOPMENT Units in ITE Land Use Category Per Unit square feet, Fee Rate # of dwelling, vfp, etc. New Use $ X 0 OTHER Fee FA MITIGATION FEE RECOMMENDATION: '0 V 2'Lf0.VD 2,140. INDEPENDENT FEE CALCULATION: R"�+�consultant fee) $ 7,9fo TOTAL TRAFFIC IMPACT FEE $ City of Edmonds, Engineering Division Approval Date ' No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 5 of 5 Site Improvement Bond Quantity Worksheet LQ King County Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 Web date: 12/02/2008 SCANNED JA3 26 2017 For alternate formats, call 206-296-6600. Project Name: T-OH011-VS 141V-t�v WC - POS-r OpFlcc n1fte jr- Date: 12-12-1 IlLp Location: Z�01 MAI" ST Project No.: 13LJD 2-01(0 b5b(o Activity No.: Clearing greater than or equal to 5,000 board feet of timber? yes no If yes, Forest Practice Permit Number: (RCW 76.09) F-5c- - S (o Z., S-77 - '(00 I-Lcw -Z $ qi, ticir 0 5Tovtft= 4 or S luzv6s. '01 Page 1 of 9 )c 12-'0 Yo ESi Ts V6ZFbWMWCE q q('0 2- li-wks-sbq.xls Note: All prices include labor, equipment, materials, overhead and profit. Prices are from IRS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. UZ, q Lot. 02- (S-sc- , Wows, "ro") 0*35M mlnwmmu-yr'.� qO' -714q. (P 2- PtA-rmeE 6,40 AMOU"T q 4140,11q.(07- Y- 11-5Z x P.35 PC-,CTf 0 A3 C Unit prices updated: 02/12/02 Version: 11/26/2008 Report Date: 12/02/2008 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 X EA-090 ED E T 6W96EP pq" 4p "sp z Backfill & compaction-em bank ment ESCA $ 6.00 CY 0 0 Check dams, 4' minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each 0 0 0 7 g I Crushed surfacin 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY 0 0 Ditching ESC-4 $ 9.00 CY 0 0 Excavation -bulk ESC-5 $ 2.00 CY 0 0 Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 528 1 792 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 0 0 Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY 0 0 Jute Mesh ESC-9 SWDM 5.4.2.2 $ —3.50 SY 0 0 Mulch, by hand, straw, 3" deep ESCA 0 SWDM 5.4.2.1 $ 2.50 SY 0 0 Mulch, by machine, straw, 2" deep ESCA 1 SWDM 5.4.2.1 $ 2.00 SY 0 0 Piping, temporary, CPP, 6" ESCA 2 $ 12.00 LF 0 0 Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF 0 0 Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF 0 0 Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 $ 4.00 SY 2100 2 16800 Rip Rap, machine placed; slopes ESCA 6 WSDOT 9-13.1(2) $ 45.00 CY 0 0 Rock Construction Entrance, 50'xl5'xl' ESCA 7 SWDM 5.4.4.1 $ 1,800.00 Each 1 1 1800 Rock Construction Entrance, 1 00'xl 5'xl' ESC-18 SWDM 5,4A.1 $ 3,200.00 Each 0 0 Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each 0 0 Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF 0 Seeding, by hand Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 1.00 SY 0 0 ESC-23 SWDM 5�4_2.5 $ 8.00 SY 0 0 Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY 0 0 TESC Supervisor IESC-26 ESC-25 $ 110.00 HR 80 1 8800 Water truck, dust control SWDM 5.4.7 $ 140.00 HR 80 1 11200 w k 1 � 'Ttj ti` I N 1 T 1 M 8 (i6i` iLffi 4. Temporary Chain Link Fence $ 4.00 LF 540 2160 Portable Sediment Tank $ 40.00 Day 180 7200 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Edmonds Mixed Use King County Bond Quantity Worksheet.x1sx $ 48,752.00 $ 14,625.60 $ 63,377.60 A Unit prices updated: 3/212015 Version: 3/2/2015 Report Date: 12121/2016 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit QantT Cost Q.ant Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 S 6.00 CY Backfill & Compaction- trench GI - 2 $ 9.00 CY 25 225.00 Clear/Remove Brush, by hand GI-3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI-4 $10,000.00 Acre Excavation - bulk GI-5 1 $ 2.00 CY 9940 19,880-00 Excavation - Trench GI - 6 $ 5.00 CY 51 255.00 Fencing, cedar, 6'high GI - 7 $ 20.00 LF Fencing, chain link, vinyl coated, 6'high GI-8 $ 20.00 LF Fencing, chain link, gate, vinyl coated, 20 GI-9 $ 1,400.00 Each Fencing, split rail, 3' high GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 111 $ 25.00 CY 5 125.00 Fill & compact - gravel base GI - 121 $ 27.00 CY Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY Grading, fine, by hand GI - 17 $ 2.50 SY Grading, fine, with grader GI - 18, $ 2.00 SY Monuments, TIong G1 - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7-00 Each Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY Surveying, line & grade GI - 22 $ 850.00 Day 1 850.00 Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew ( 2 flaggers GI - 24 $ 120.00 HR Trail, 4" chipped wood GI - 25 $ 8-00 SY Trail, 4" crushed cinder GI - 261 $ 9.00 1 SY I Trail, 4" top course GI - 27 $ 12.00 SY �WwTr Wall, retaining, concrete GI - 28 $ 55-00 SF X . . ......... all, ro&ery G1 - 29 $ 15.00 SF I Page 3 of 9 I, qST- 00 SUBTOTAL —9179&ear* 19,880.00 Unit pdces updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Mixed Use King County Bond Quantity Worksheet.xlsx Report Date: 12/21/2016 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way i a e & Drai Facilities Private Improvements Unit Price Unit Quant. Cost _ �,n QuanF Cost Quant. Cost ROADIMPROVEMENT No. AC Grinding, 4'wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4'wide machine 1000-2000� RI-2 $ 16.00 SY 1350 21,600.00 AC Grinding, 4'wide machine > 2000sy Rl - 3 $ 10.00 SY AC Removal/Disposal RI-4 $ 35-00 SY Barricade, type III ( Permanent RI - 6 1 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF Curb and Gutter, demolition and disposal RI-9 $ 18.00 LF 308 5,544.00 Curb, extruded asphalt RI-10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF Sawcut, asphalt, 3" depth RI - 121 $ 1.85 LF 354 654.90 Sawcut, concrete, per 1 " depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF Shoulder, AC, ( see AC road unit price ) Rl - 15 $ - SY Shoulder, gravel, 4" thick Rl - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY Sidewalk, 4" thick, demolition and disposa Rl - 181 $ 32.00 SY Sidewalk, 5" thick- RI - 191 $ 41.00 SY Sidewalk, 5" thick, demolition and disposa Rl - 20 $ 40.00 SY 328 13,120.00 Sign, handicap RI - 21 $ 85.00 Each Striping, per stall RI - 22 $ 7.00 Each Striping, thermoplastic, ( for crosswalk ) RI - 23 $ 3.00 SF —L/Fse, IStriping, 4" reflectorized line Rl - 24 $ 0.50 LF ?A1 1 Page 4 of 9 q3,L1ZX. 140 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Mixed Use King County Bond Quantity Worksheet.xlsx Report Date: 12/21/2016 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROAD SURFACING hLo, 1 (4" Rock= 2.5 base& 1.5"toD course) 9 1/2" Rock= 8" base& 1.5"' pcourse) Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY HMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY 1350 24,300.00 HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY HMA Road. 2", 4" rock, Qty. over 2500 S� RS - 5, $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 S� RS - 6 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 250 RS - 7 $ 35.00 SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS - 10 $ 33.10 SY HMA Road, 6" Depth, Qty. Over 2500 SY RS - 111 $ 30.00 SY HMA 3/4" or 1 ", 4" Depth RS - 121 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write -Ins w/Desig RS - 15 Thickened Edge RS - 17 $ 8.60 LF Page 5 of 9 SUBTOTAL 24,300.00 Unit prices updated: 03102/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Mixed Use King County Bond Quantity Worksheet.x1sx Report Date: 12/21/2016 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit P ice n Unit Quant. Cost Quant. I Cost Quant. Cost DRAINAGE (CPP =Corrugated Plastic Pipe, N12 or Equivalent) For Cull] ert prices, Averaqe of 4' cover was assumed. Assu e perforated PVC is same price as solid pipe. Access Road, R/D I D-1 1$ 21.00 SY Bollards - fixed T—D-2 F$ 240.74 Each Bollards - removable D-3 452.34 Each * (CBs include frame and lid) CB Type[ D-4 $ 1,500.00 Each 1 1,500.00 CB Type IL D-5 $ 1,750.00 Each CB Type 11, 48" diameter D-6 $ 2,300.00 Each — for additional depth over 4' D-7 $ 480.00 FT CB Type 11, 54" diameter D-8 $ 2,500.00 Each for additional depth over 4' D-9 $ 495.00 FT CB Type 11, 60" diameter D - 10 $ 2,800.00 Each —for additional depth over 4' D-11 $ 600.00 FT CB Type 11, 72" diameter D - 12 $ 3,600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Through -curb Inlet Framework (Add) D - 14 $ 400.00 Each Cleanout, PVC, 4" D - 15 $ 150.00 Each Cleanout, PVC, 6" D - 16 $ 170.00 Each Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D-181 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D - 21 $ 23.00 LF Culvert, CMP, 8" D - 22 $ 19�00 LF Culvert, CMP, 12" D-23 $ 29-00 LF Culvert, CMP, 15" D - 24 $ 35.00 LF CUIVeFt, CMP, 18" D-25 $ 41.00 LF Culvert, CMP, 24" D - 26 $ 56.00 LF Culvert, CMP, 30" D - 271 $ 78.00 LF Culvert, CMP, 36" D - 28 $ 130.00 LF Culvert, CMP, 48" D - 29 $ 190.00 LF lCulvert, CMP, 60" D - 30 $ 270.00 LF lCulvert, CMP, 72" D - 31 $ 350.00 LF Page 6 of 9 SUBTOTAL 1,500.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Mixed Use King County Bond Quantity Worksheet.xlsx Report Date: 12/21/2016 Site Improvement Bond Quantity Worksheet Web date: 04/0312015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant. Cost Quant. T Cost Quant. Cost Culvert, Concrete, 8" D - 32 S 25.00 LF Culvert, Concrete, 12" D - 33 $ 36.OD LF Culvert, Concrete, 15" D - 34 $ 42.00 LF Culvert, Concrete, 18" D - 35 $ 48.00 LF Culvert, Concrete, 24" D - 36 $ 78.00 LF Culvert, Concrete, 30" D - 37 $ 125.00 LF Culvert, Concrete, 36" D - 38 $ 150.00 LF Culvert, Concrete, 42" D - 39 $ 175.00 LF Culvert, Concrete, 48" D - 40 $ 205.00 LF Culvert, CPP, 6" D - 41 $ 14.00 LF Culvert, CPP, 8" D - 42 $ 16.00 LF Culvert, CPP, 12" D - 43 $ 24.00 LF Culvert, CPP, 15" D - 44 S 35.00 LF Culvert, CPP, 18" D - 45 $ 41.00 LF Culvert, CPP, 24" D - 46 $ 56.00 LF Culvert, CPP, 30" D - 47 $ 78.00 LF Culvert, CPP, 36" D - 48 $ 130.00 LF Ditching D - 49 S 9.50 CY Flow Dispersal Trench (1,436 base+) D - 501 S 28.00 LF French Drain (T depth) D - 51 $ 26.00 LF Geotextile, laid in trench. polypropylene D - 52 $ 100 SY Mid -tank Access Riser. 48" dia, 6'deep D - 54 $ 2,000.00 Each Pond Overflow Spillway D - 55 $ 16.00 SY Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each Restrictor/Cil Separator, 15" D - 57 S 1,350.OD Each Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each Riprap, placed D - 59 1 $ 42.00 CY Tank End Reducer (36" diameter) D - 60 $ 1,200.00 Each Trash Rack, 12" D - 61 $ 350.00 Each Trash Rack, 15" D - 62 $ 410.00 Each Trash Rack, 18" D - 63 $ 48D.00 Each Trash Rack, 21" D - 64 S 550.00 1 Each Page 7 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03102/2015 Edmonds Mixed Use King County Bond Quantity Worksheet.xlsx Report Date: 12/21/2016 Site Improvement Bond Quantity Worksheet Web date: 04/0312015 Existing Right-of-way Future Public Right of Way ra nage Facilities Private Improvements --Ynt —Pri- —Unit I Ouant. Price Quant. I Cost Q Cost PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders — h!O-- 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 2" AC, 1.5" top course & 2.5" base cours PL-2 $ 28-00 SY NA NA 4" select borrow PL - 3 $ 5.00 SY NA NA 1.5" top course rock & 2.5" base course PL-4 $ 14.00 SY —NA NA UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Lum[naires UP-2 $ 7.500.00 1 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Water meter W1 - 1 $ 1,500.00 Each 1 1500 Water meter vault WI - 2 $ 1,500.00 Each 1 1500 2" Copper water pipe WI - 3 $ 30.00 LF 20 600 12 360.00 4" Ductile iron pipe WI-4 $ 16�00 LF 20 320 12 192.00 6" PVC sewer pipe W1 - 5 $ 4.00 LF 30 120 Fire hydrant W1 - 6 $ 1.500.00 Each 1 1500 PIV Wl - 7 $ 1,000.00 Each 1 1,000.00 FDC W1 - 8 $ 300.00 Each 1 300.00 W1 - 9 1 WI-10 SUBTOTAL 5,540.00 -7& 1-1Z3 .40 SUBTOTAL (SUM ALL PAGES): A1-196�0 22* 3(v'7 67- 30% CONTINGENCY & MOBILIZATION: 142- GRANDTOTAL: COLUMN: B Page 8 of 9 C 21,732.00 6,519.60 28,251.60 D Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Mixed Use King County Bond Quantity Worksheet.xlsx Report Date: 12/21/2016 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name; Edmonds Mixed Use Web date: 04/03/2015 Date: 12/21/2016 PE Registration Number: Greg Guillen, 25385 Tel. #: 425.778.8500 Firm Name: CG Engineering Address: 250 4th Ave S, Edmonds, WA Project No: Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Total Right -of Way and/or Site Restoration Bond*/** (First $7,500 of bond* shall be cash.) Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND- REDUCTION: FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT (A) $ 63,377.6 (B) $ 106,553.1 (C) $ (D) $ 28,251.6 (A+B) , $ 169,930.7 (T) $ 198,182.3 Minimum is $2000. MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE REQUIRED FOR RECORDING OR MAINTENANCEIDEFECT BOND* TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION — Date: NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County. NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY Page 9 of 9 Check out the DDES Web site at www-kingcounty� Unit prices updated: 03/02/2015 -goylpermits Version: 03/02/2015 Edmonds Mixed Use King County Bond Quantity Worksheet.xlsx Report Date: 12/21/2016 City of Edmonds Combined Utility Storm System Development Charge Calculation COMMERCIAL MIXED USE MULTI -FAMILY Address: 201 Main St Land Use: Mixed Use Calcd by: J.Lambert 19134 3000 SF New divider impervious surface area 6.378 5.51333 Gross Demo equivalent Existing Sfft service units - M R �.�k 0,86467 X $799.00 Net ESU's EXIST: 1SFR= 1 ESU 1 acre = 43,560 sq. ft. form date: 15 Apr 03 Job Name: Post Office - Phase 11 Bars # Date: 1/26/2017 6.38 Gross equivalent service units 0.86467 Net ESU's $690.87 Stormwater General Facility Charge S:\Private DevelopmerffeeMstorm GFC and ESLITSUMStorm GFC and ESU Calculation Form Lambert, Jennifer From: Jared Underbrink <Jared U @cgengi neeri ng.co m > Sent: Thursday, January 26, 2017 1:54 PM To: Lambert, Jennifer Cc: Chevy Chase Subject: Edmonds Mixed Use Phase 2 Attachments: Haul Route Ph 2.pdf Jennifer, One more try. Here is the haul route showing the Dayton path coming into the site and the Sunset path coming out of the site. For the areas, the Phase 2 area of work had 16,540 sq ft (0.38 acres) impervious in the existing condition; it will have 19,134 sq ft (0.44 acres) in the developed condition. Thanks, Jared Underbrink, PE I Civil Engineer 250 4th Ave S Ste 200, Edmonds, WA 98020 p. 425,778.8500 1 f. 425.778.5536 'ENGINC-ERINIa— www.cge ngi nee ri ng.co m / In M