Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BLD20140942.PDF
1 A L- - 0 v F 1)'�/ g CITY OF EDMONDS 121 5TH A VENUE NORTH - EDMONDS, W A 98020 �°�•. L ago PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 01/29/2015 pe#; BjrD 01A0942 BUILDING PERMIT Expiration Date: 01/29/2017 Project Address: 15701 75TH PL W, EDMONDS Parcel No: 00513300002502 VAN CARYL VAN CARYL REGIONAL CONSTRUCTION LLC 15701 75TH PL W 15701 75TH PL W 623 220Th St Sw EDMONDS, WA 98026 EDMONDS, WA 98026 Bothell, WA 98021 (425)870-8084 (425)870-8084 (206)714-4689 LICENSE #: RECFIOCL91 1 L2 EXP:06/22/2015 RENOVATE EXISTING SINGLE FAMILY FOR ADU WITHIN EXISTING BUILDING FOOTPRINT. NEW EXTERIOR ENTRANCE FOR A DU W HICH W ILL REQUIRE EXTERIOR GRA DING. 180 SQ FT NEW CANTILEVERED DECK. VALUATION: $64,600.00 PERMIT TYPE: Residential PERMIT GROUP: 81 - Accessory Dwelling Unit GRADING: N CYDS: 0 TYPE OF CONSTRUCTION. VB RETAINING WALL ROCKERY: OCCUPANT GROUP: R-3/U OCCUPANT LOAD: FENCE: ( 0 X 0 FT.) CODE: 2012 OTHER: ------- OTHER DESC ZONE: NUMBER OF STORIES: 2 VESTED DATE: NUMBER OF DWELLING UNITS: 2 LOT #. BASEMENT: 1152 IST FLOOR: 1416 2ND FLOOR:0 BASEMENT: 0 IST FLOOR: 0 2ND FLOOR 0 3RD FLOOR: 0 GARAGE: 396 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 180 OTHER: 0 BEDROOMS: 4 BATHROOMS: 2 BEDROOMS: -I BATHROOMS: 0 REAR REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED. HEIGHT ALLOWED:0 PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF TILE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27 THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID, Signature Print Name Date Released By 1= l 2 -, Date ATTENTION IT IS UN LAW F'UL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERT1FIC'ME Of OCCUPANCY HAS BEEN GRANTED UBC'109/ IBCL 10/ IRCI 10, EJONLINE APPLICANT ASSESSOR ETI OTHER 1 V'1 STATUS: ISSUED BLD20140942 • Both dwelling units are required to have access to a water system shut-off. Variation from this requirement shall be considered and approval shall beat the discretion of the building inspector during construction. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request foraltemate 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. • 'Sound/Noise originating from temporary construction sites as a result of construction activity are a)ompt from the noise limits ofECCChapter 5.30only during the hours of7:00amto 6:00pmon we and 10:00amand 6:00pmon 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 fromthe issuance forthis 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. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) I BULDING (425) 771-0220 EXT. 1333 1 fmlNEE LING (425) 771-0220 EXT. 1326 1 FIRE(425) 775-7720 1 PUBLIC WORKS (425)771-0235 T PRE-TREATMENT (425) 672-5755 RECYCLING 425) 2754801 When calling for an inspection please lease 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-Erosion Control/Mobilization • &Storm Tightline • E-Connect to stormmain - CB? • &Engineering Final • B-Preconstruction meeting • B-Plumb Rough In • B-Gas Test/Pipe • B-Mechanical Rough In • B-Fire Stopping • B-Framing •. . B-Building Final RETURN ADDRESS: City of Edmonds, City Clerk 121 5th Avenue North Edmonds, WA 98020 DWI III W� IhJil hY �I nl'dl IVI �I IN �1 �V 0112712015 2:58r ED COVENANT OF NOTIFICATION AND INDEMNIFICATION/HOLD HARMLESS Reference #: BLD 2 a 1 - © TQ, Grantor(s): (1) VW M . Qtkn_ (2) FAtACL& k , CMRYL Additional on pg. Grantee(s): City of Edmonds Legal Description (abbreviated): Sec Twn Rng Qtr OR Lot Block Plat Assessor's Tax Parcel ID#(s): (1) 00G l33 0000 250 2, (2) Assessor's Tax Parcel -ID# not yet assigned rh wP�rw g644M yUppLEMGNT*,,_ PLkT - SDK 600 D -o z Lars 2s . CITY OF EDMONDS APPROVED FOR RECORDING BY• ATE: ZI t) PAGE �_ OF (Q Under the review procedures established pursuant to the State Building Code, incorporating amendments promulgated by the City of Edmonds, and as a prerequisite to the issuance of a building permit for the construction of a residential structure and attendant facilities, the undersigned OWNERS of property do hereby covenant, stipulate and promise as follows: 1. Description of Subject Prolperty. APPROVED FOR REC RDING: BY:_ DATE:I IZ21 PAGE _� OF (0 This covenant of notification and indemnification/hold harmless relates to a tract of land at the street address of R jai . (insert . street address), Edmonds Snohomish County, Washington and legally described as: SaRPLEHCNMt. PLAT EL-K Coo D -02 Larf 25-4-U L�sS E 380 ,73 P'r 7-nor + L-C-55 N f too Fr T)4oF + LESS W, 10 0- To r-iri of 6 mpxD5 Pbf- Rd" PEW-, QG[> (ZGc AF140Z25q?38 2. Notification and Covenant of Notification. The above referenced site (hereinafter "subject site") lies within an area which has been identified by the City of Edmonds as having a potential for earth subsidence or landslide hazard. The risks associated with development of the site have been evaluated by technical consultants and engineers engaged by the applicant` as a part of the process to obtain a building permit for the subject site. The results of the consultant's reports and evaluations of the risks associated with development are contained in building permit file number SL1) 2di4�-Olt")(insert number) . on file with the City of Edmonds Building Department. Conditions, limitations, or prohibitions on development may have been imposed in accordance with the recommendations of APPROVED FOR RECO ING: BY: DATE: PAGE _ OF the consultants in the course of permit issuance. The conditions, limitations, or prohibitions may require ongoing maintenance on the part of any owner or lessee or may require modifications to the structures and earth stabilization matters in order to_ address future or anticipated changes in soil or other site conditions. The statements and conditions proposed by the OWNERS' geotechnical engineer, geologist, architect and/or structural engineer are hereby incorporated by reference from the contents of the file as fully as if herein set forth. Any future purchaser, lessee, lender or any other person acquiring or seeking to acquire an interest in the property is put on notice of the existence of the content of the file and the City urges review of its contents. The file may be reviewed during normal business hours or copies obtained at the Building Department, City of Edmonds, 121 5th Avenue North, Edmonds, Washington 98020. 3. Indemnification and Hold Harmless. The undersigned OWNERS hereby waive any and all liability associated with development, stating that they have fully informed themselves of all risks associated with development of the property and do therefore waive and relinquish any and all causes of action against the City of Edmonds, its officers, agents and employees arising from and out of such development. In addition, the OWNERS on behalf of themselves, their successors in interest, heirs and assignees, do hereby promise to indemnify and hold harmless the City of Edmonds, its officers, agents and employees from any loss, claim, liability or damage of any kind or nature to persons or property either on or off the site resulting from or out of earth subsidence or landslide hazard, arising from or out of the issuance of any permit(s) authorizing development of the site, or occurring or APPROVED FOR RECO WG: BY: "L, DATE: I IT71IS PAGE_ OF _( arising out of any false, misleading, or inaccurate information provided by the OWNERS, their employees, or professional consultants in the course of issuance of the building permit. 4. Insurance Requirement. In addition to any bonding which may be required during the course of development, the Community Services Director has/has not (strike'one) specifically required the maintenance of an insurance policy for public liability coverage in the amount and for the time set forth below in order to provide for the financial responsibilities established through the indemnification and hold harmless agreement above: 5. Covenant to Touch and Concern the Land. This covenant of notification and indemnification/hold harmless touches and concerns the subject tract and shall run with the land; binding, obligating and/or inuring to the benefit of future owners, heirs, successors and interests or any other person or entity acquiring an interest in property, as their interest may appear. This provision shall not be interpreted to require a mortgagor or lender to indemnify the City except to the extent of their loss nor to obligate such persons to maintain the insurance above required. C, APPTErDA RECO T-BY:T EE: PAGE OF DONE this day of o—nd 2f'U ,`1=.241•5 OWNER B�`�Ir Y• By:rx By STATE OF WASHINGTON ) ) ss: COUNTY OF -5ndj0Mj5h ) I certify that I know or have satisfactory evidence that. UAYI. �_C�r signed this instrument and acknowledged it to be (his/her) free and voluntary act for the purposes mentioned in this instrument. DATED this Mf h day of NOT ve v%A l/C 0. •��, �LgSHIN••••r. ,_ L:\TEMP\BUILDINGVYIEADOW\COVENANT NOTARY PUBLIC My commission expires: APPROVED FOR RECO ING: BY: �� DATE: l Z'1 lS PAGE OF ___U_ STATE OF WASHINGTON ) ss: COUNTY OF. 5no otniSA ) I certify that I know or have satisfactory evidence that POVOCL K � Y' signed this instrument and acknowledged it to be (his/her) free and voluntary act for the purposes mentioned in this instrument. CAL_ IDATZ D this 2 day of 2015 �JgAN ri 0 O r, �fo NOTARY PUBLIC ,o�' . '9� •� My commission expires: e m G `�.. 4gSH1, • L:\TEMP\BUILDING\MEAD OVACOVENANT FbnGE@ ®p� I n C O R P O R T i 0 Geotechnical B Earthquake Engineering Consultants September 18, 2014 File No. 07-055.100 RECEIVED SEP 2 2 2014 Mr. Van Caryl DEVELOPMENT SERVICES 15701— 75th Place West COUNTER Edmonds, Washington 98026-4521 Subject: Geotechnical Evaluation Proposed Grading 15701— 75 b Place West, Edmonds, Washington Dear Mr. Caryl: As requested, we are pleased to present this letter summarizing our geotechnical evaluation for the subject lot. This letter presents the results of our evaluation and provides our geotechnical recommendations for the proposed grading planned for the west side of the residence. We previously prepared a letter dated April 11, 2007 providing geotechnical recommendations for the construction of a patio in this same area. The patio was not constructed. In preparing this letter, we met with you on -site to observe the current site conditions, reviewed the proposed grading plans and other improvements, and reviewed background geologic and geotechnical information for the site and vicinity. Our review included published literature regarding the project site, including summary logs of previous borings and test pits in the vicinity of the site maintained by the Washington Department of Natural Resources (hLtps:Hfortress.wa. ov�geology/?Theme=subsurf), and the North Edmonds Subsidence and Landslide Hazard Area Summary Report, Edmonds, Washington (Landau, 2007). Our services are provided in accordance with the attached General Conditions. 3213 Eastlake Avenue East, Suite B Seattle, WA 98102 (206)262-0370 FAX (206) 262-0374 Mr. Van Caryl Geotechnical Evaluation: 15701— 75th Place West, Edmonds, WA September 18, 2014 PROJECT BACKGROUND The subject site is located at 15701— 75th Place West in Edmonds, Washington. The site is located in a geologic province known as the Meadowdale Landslide Complex, which is an ancient landslide or paleo-slide. The subject site is situated between 75th Place West and the steep slope that defines the eastern edge of the landslide complex. This area is identified as being within Zone B of the landslide complex (Landau, 2007) which has a potential for large scale slope instability and localized small scale instability. As a result, we understand the City of Edmonds is requesting a geotechnical assessment to evaluate the potential impacts of the proposed improvements to the site stability. PROJECT DESCRIPTION The site contains an existing two story, lightly loaded wood frame residence constructed in 1973. The site and surrounding area slopes down from east to west and the residence is benched into the natural sloping grade, with the lower level comprised of a daylight basement. Plates 1 and-2 provide an overview of the site conditions. At this time it is planned to remodel the interior of the existing residence to create an accessory dwelling unit comprising the lower, daylight basement level of the residence. In order to provide access to the lower unit, it is planned to install a door at the location of a framed window opening on the west side of the residence. The door will require permanently lowering grades on the west side of the residence by excavating to a depth of two feet at the west edge of the residence. The depth of excavation will taper to match existing grade to the west. Approximately 45 cubic yards of soil will be excavated and removed from the site. 07-055.100 15701-75th Ave W Page 2 PanGEO, Inc. Mr. Van Caryl Geotechnical Evaluation: 15701— 756' Place West, Edmonds, WA September 18, 2014 The excavation and soil exporting is expecting to take one day to complete. A cantilevered second story deck is also planned for the west side of the residence. No new foundations are planned to support the deck. SITE RECONNAISSANCE As part of our study, we returned to the site on September 9, 2014 to conduct a reconnaissance of the site. The existing residence is situated about 90 feet east of the 75`h Place West right-of-way, with the basement floor about 15 feet above the grade of 75t' Place West. The grade between the residence and the street is terraced; see Plate 1 above, with an approximately 20 foot wide level lawn area immediately west of the residence. At the edge of the lawn is a 10 to 12 foot high slope with a gradient of 50 percent. At the toe of the slope is relatively level gravel parking area at the elevation of 750' Place West. East of the residence is.an approximately 20 foot wide level yard area, which is bordered to the east by an approximately 40 foot high slope that ascends to the east at a 50 to 80 percent gradient. 07-055.100 15701-75th Ave W Page 3 PanGEO, Inc. Mr. Van Caryl Geotechnical Evaluation: 15701— 75`h Place West, Edmonds, WA September 18, 2014 In general, the project site and its vicinity are underlain by a sequence of glacial till, advance outwash sand and gravel, and fine-grained silt and clay. The steep topography and the presence of groundwater at the sand/gravel and the underlying silt/clay contact is often the triggering mechanism of past slides. We understand the residence was constructed in 1973. Observations made during our site visit suggest that the site has been stable at least since the residence was built, a period of 41 years. Although one minor crack was observed within the concrete stem wall on the north side of the building, the crack pattern suggests that it was caused by foundation settlement at the northwest building corner, and is not related to slope movement. Although the site appears stable at this time, and has been stable since at least 1973 when the residence was built, the potential for future ground movements cannot be dismissed because of the site geology, site topography, and the history of previous slope failures in the vicinity of the site. DISCUSSION AND RECOMMENDATIONS Because the proposed changes to the residence will result in lowering grades by as much as 2 feet and the soils will be removed from the site, in our opinion the proposed changes should not increase the potential for instability. However, the anticipated volume of soil removal (45 cubic yards) is relatively small, so the proposed grading is not expected to improve the site stability either. In summary, for all practical purposes, it is our opinion that the proposed grading should have no impacts (either positive or negative) on the long term stability of the site. Theeregradingrshould�be-designed such that the finished ground surface slopes -away from ,the top of the .west,gsl'bpek All surface water from new impervious surfaces such as walkways should be collected and carried by way of a:tightline to permanent discharge facilities. ' 07-055.100 15701-75th Ave W Page 4 PanGEO, Inc. Mr. Van Caryl Geotechnical Evaluation: 15701— 75th Place West, Edmonds, WA September 18, 2014 SEASONAL GRADING RESTRICTION The City of Edmonds imposes a seasonal grading restriction on earthwork in critical areas that extends fromIOctAW-1<through Ap ifl,`30`' As the proposed earthwork will only take one day and is limited to the excavation and exporting of soils, in our opinion the earthwork can take place during the grading restriction period, provided the following mitigation measures are implemented: • The earthwork should be timed to occur during a period when there will be an extended period of predictable, dry weather. In no case should earthwork should be conducted during periods of precipitation. • The soils generated by the excavation should be loaded directly into a truck and exported. In no case should soils be temporarily stockpiled in the work area or at the top of the west slope. • After the grading is completed, the exposed surface should be covered with at least three inches of straw mulch. STATEMENT OF RISK As required by the City of Edmonds, th% following Statement of Risk is made: a. Structural Plan Review: the proposed regrading does not include any structural elements. b. Increased Risk: The proposed regrading involves lowering grades in the lawn area west of the residence, reducing the weight at the top of the west slope and reducing driving forces for future instability. As a result, the proposed improvements are not anticipated to increase the risk of slope instability. Provided that proper erosion control measures are implemented during construction and surface water drainage is controlled on a permanent basis, in our opinion that the risk of damage to the property or adjacent properties as a result of the planned improvements will be minimal. However, the word "minimal" does not imply no risk. Development in a landslide or steep slope area always involves some risk. 07-055.100 15701-75th Ave W Page 5 - PanGEO, Inc. Mr. Van Caryl Geotechnical Evaluation: 15701— 75 h Place West, Edmonds, WA September 18, 2014 c. Probability of slope movements: Based on our subjective judgment, which is in part based on the stability of the site during at least the last 41 years and the setback distance from the street and the bluff fronting Puget Sound, it is our opinion that the probability of ground subsidence at the site is less than about 10% in the next 25 years. However, it should also be noted that the site stability could also be impacted by factors beyond one's control, including extreme weather conditions and off -site construction activities. We trust the information presented herein meets your need at this time. If you have any questions, please do not hesitate to contact our office. Sincerely, PanGEO, Inc. Ok Washash 01 , O ehs�'d Ge°�°a Scott D. Dinkelman Scott D. Dinkelman, LEG Senior Engineering Geologist Attachment: General Conditions Siew L. Tan, P.E. Principal Geotechnical Engineer 07-055.100 15701-75th Ave W Page 6 PanGEO, Inc. GENERAL CONDITIONS PanGEO, Inc., a Washington Corporation (TanGEO"), and Client agree to a work assignment in accordance with the attached proposal and cost estimate, and the following general conditions. INTEGRATION The attached proposal together with these General Conditions comprises the entire Agreement between the parties. This Agreement may not be changed without the prior written consent of all parties to the Agreement. There are no terms or conditions that are not expressed in this Agreement. STANDARD OF CARE PanGEO agrees to perform its professional services in accordance with that degree of care and skill ordinarily exercised by similarly qualified geotechnical engineering professionals currently practicing in this area under similar conditions. No warranties or other representations are expressed or implied. CLIENT FURNISHED INFORMATION AND OBLIGATIONS The Client is responsible to provide PanGEO with a description of the property, its location, and the locations of any underground utilities, facilities or structures on or adjacent to the property that could impact our work. PanGEO, its owners, employees, subcontractors and agents will not be responsible for any damage to buried utilities or subterranean structures that are not specifically identified to PanGEO. The Client also must advise PanGEO of the location and nature of any known or suspected hazardous materials that may exist on the property. SITE ACCESS/RIGHT OF ENTRY The Client agrees to advise PanGEO, prior to commencement of our services, of any special requirements for entry, work permits, security clearances, licenses, or any other required permissions. If the property is not owned by the Client, the Client shall obtain permission for right -of - entry for the purpose of performing our services. SURFACE AND SUBSURFACE DISTURBANCE PanGEO will take reasonable precautions to minimize surface and subsurface disturbance of the site. In the normal course of exploratory work some disturbance may occur, and the restoration of any disturbance is not part of this Agreement, unless specifically provided in the scope of services and budget for the work. UNANTICIPATED CONDITIONS OR HAZARDOUS MATERIALS Subsurface conditions at some locations at the site may vary from those encountered at the locations where surveys or explorations are made. Because the interpretations and recommendations of PanGEO are based solely on the information available to PanGEO, limitations on the available information will result in some uncertainty, and, therefore, risk, with respect to the interpretation of geologic and geotechnical conditions, despite the use of due professional care. If conditions different from those described in our report are observed or appear to be present, PanGEO should be retained to provide additional analyses as necessary to evaluate the situation and modify our recommendations as appropriate. The discovery of unanticipated conditions or hazardous materials constitutes a changed condition that may require renegotiation of the scope of services and budget, or termination of services. If unanticipated hazardous materials are encountered, PanGEO may take immediate action to protect health and safety. PanGEO shall notify Client as soon as practically possible should unanticipated hazardous materials be encountered. Client agrees to compensate PanGEO for the additional cost of services necessary to protect the health and safety of the public, PanGEO's employees, or others. INDEMNIFICATION FOR HAZARDOUS MATERIALS AND RELEASE OF POLLUTANTS Client agrees that any hazardous materials, including asbestos, present at the work site, prior to and during the performance of this Agreement were not generated, stored or disposed of by PanGEO. To the fullest extent permitted by law, the Client shall defend, indemnify and hold harmless PanGEO, its owners, employees, subcontractors and agents, from any and all liability, loss, costs, damage or expenses (including attorneys' fees and costs upon trial and appeal) arising out of or in connection with (1) any future pollution -related claims or damages at the site, including potential claims from third parties that may name PanGEO as a defendant, and (2) the performance of any professional services of PanGEO that result in alleged exacerbation of existing environmental pollution or contamination, or result in any newly caused or created pollution or contamination: This indemnification will not apply to claims, damages, losses or expenses which are a result of negligent acts by PanGEO under this Agreement, or which arise from new pollutants introduced solely by PanGEO. REPORTING OF HAZARDOUS SUBSTANCE RELEASES The Client is responsible for reporting releases of hazardous substances when such reports are required by government agencies. The Client agrees to defend and hold PanGEO harmless for government or third party action taken for Client's failure to comply with hazardous substance release reporting requirements. JOB SITE CONDUCT AND SAFETY PanGEO will be responsible for its professional activities on the job site. This will not relieve the Client, Owner, or construction contractors of their obligation to maintain a safe job site. Neither PanGEO's professional activities nor the presence of its employees nor subcontractors shall be construed to imply responsibility for job site safety. 07-055.100 15701-75th Ave W Page A -I PanGEO, Inc. SAMPLE RETENTION AND DISPOSAL Non -hazardous samples will be discarded 30 days after they are obtained unless prior arrangements are made to store or deliver the samples. Samples containing hazardous materials that are regulated under federal, state, or local environmental laws will be returned to the site. INSTRUMENTS OF SERVICE Reports, field data, laboratory data, analyses, calculations, estimates, designs and other documents prepared by PanGEO as instruments of service shall remain the property of PanGEO. PanGEO will retain pertinent records relating to the services performed for a period of ten years following submission of the report. Copies of the instruments of service will be made available to the Client on request at a reasonable fee. Reuse of any instruments of service by the Client on extensions of this project or on other projects without PanGEO's written permissions will be at the Client's sole risk. Client agrees to defend, indemnify and hold harmless PanGEO from claims, damages and expenses arising out of such reuse. BILLING AND PAYMENT Billing for services will be submitted upon completion of the geotechnical engineering report. A service charge of one and one-half percent (1.5%) per month will be added to unpaid accounts due over 60 days. Expenses incurred in preparation and/or foreclosure of any lien or collecting delinquent amounts including, but not limited to attorneys' fees, costs at trial and appeal and charges for PanGEUs staff time shall be paid in addition to the delinquent amount. TERMINATION OF SERVICES This Agreement may be terminated by either party upon at least seven (7) days written notice in the event of substantial failure by the other party to perform in accordance with the terms and conditions through no fault of the terminating party. Such termination shall not be effective if that substantial failure has been remedied before expiration of the period specified in the written notice. In the event that the Client requests early termination of our services, PanGEO reserves the right to complete such analyses and records as are necessary to place its files in order and complete a report on the services performed to date. Charges for these termination activities shall be in addition to all charges incurred up to the date of termination. INSURANCE PanGEO maintains Workers' Compensation and Employer's Liability Insurance as required by state laws. PanGEO also maintains comprehensive general, auto, professional and environmental liability insurance, certificates of which are available upon request. LIMIT OF LIABILITY General Liability: In the performance of this Agreement and subject to the limits, terms and conditions of property damage and public liability coverage, PanGEO agrees to indemnify and hold Client harmless from PanGEO's proportional share of liability resulting from its negligence and any breech of contract compared to that of other persons or entities which results in damage to the Client. PanGEO shall not be responsible for any loss, damage, or liability beyond the amounts, limits, coverage or conditions of its insurance coverage on the date the claim is made. PanGEO shall not be responsible for Client's negligence nor the negligence of third parties. Professional Liability: In consideration of relative opportunities for financial reward from this project for the parties to this Agreement, Client agrees that the maximum aggregate amount of its recovery from PanGEO or its employees due to any and all claims of professional negligence and breach of contract arising out of any incident shall be limited to $50,000 or the amount of PanGEO's fees for the services provided under this Agreement, whichever is less, unless a higher limit with commensurate compensation is specifically negotiated. CONSEQUENTIAL DAMAGES PanGEO shall not be liable for consequential damages; including loss of use or loss of profits, or indirect damages, regardless of whether such claim is based upon alleged breach of contract, willful misconduct, strict liability, breach of warranty or negligent act, error or omission, whether professional or nonprofessional. DISPUTES Any dispute, controversy or claim arising out of or relating to this Agreement, or breach thereof, shall be mediated. The law of the State of Washington will govern the validity and execution of this Agreement and the disposition of any claims related to this Agreement. The prevailing party in any dispute or litigation concerning this Agreement will be entitled to recover reasonable attorneys' fees and costs incurred at trial and appeal, including staff time, court costs, attorneys' fees, and other claim -related expenses. ASSIGNMENTS Neither the Client nor PanGEO may delegate, assign, sublet or transfer the duties, interests or responsibilities set forth in this agreement without the written consent of the other party. SURVIVAL These terms and conditions shall survive the completion of the services under the Agreement and the termination of the Agreement for any cause SEVERABILITY The Client and PanGEO have entered into this Agreement of their own free will, to communicate to one another mutual understandings and responsibilities. Any element of the Agreement later held to violate a law or regulation shall be deemed void, and remaining provisions shall continue in force. Client and PanGEO shall in good faith attempt to replace any invalid or unenforceable provision with one that is valid and enforceable, and which comes as close as possible to expressing the intent of the original provision. 07-055.100 15701-75th Ave W Page A-2 PanGEO, Inc. CITY OF EDMONDS 121 5TH A VENUE NORTH - EDMONDS, WA 98020 4'"C. 1 800 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 01/29/2015 �P` � `rn*r #:, BLD20140942 Expiration Date: 01/29/2017 Parcel No: 00513300002502 Project Address:, 15701 �, 75TH PL.W,.EDMONDS PA0PL&I'YOWf1Eik APPLICANT CONTRACI FOR VAN CARYL VAN CARYL REGIONAL CONSTRUCTION LLC 15701 75TH PL W 15701 75TH PL W 623 220Th St Sw EDMONDS, WA 98026 EDMONDS, WA 98026 Bothell, WA 98021 (425)870-8084 (425)870-8084 (206)714-4689 LICENSE 4: RECTIOCL91 1 L2 EXP:06/22/2015 JOB DESCRIPTION RENOVATE EXISTING SINGLE FAMILYFOR ADU WITHIN EXISTING BUILDING FOOTPRINT. NEW EXTERIOR ENTRANCE FOR A DU WHICH W ILL REQUIRE EXTERIOR GRADING. 180 SQ FT NEW CANTILEVERED DECK. VALUATION: $64,600.00 PERMIT TYPE: Residential PERMIT GROUP. 81 - Accessory Dwelling Unit GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: OCCUPANT GROUP: R-3/U OCCUPANT LOAD: FENCE: ( 0 X 0 FT.) CODE: 2012 OTHER: ------- OTHER DESC: ZONE: NUMBER OF STORIES: 2 VESTED DATE: NUMBER OF DWELLING UNITS: 2 LOT # BASEMENT: 1152 IST FLOOR: 1416 2ND FLOOR: 0 BASEMENT 0 1ST' FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 396 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 180 OTHER: 0 BEDROOMS: 4 BATHROOMS: 2 1 BEDROOMS: -I BATHROOMS: 0 FRONTSETBACK SIDESEFBACKRLiLRSETBACK REQUIRED. PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED. HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULAT ING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE. AND RCW 18:27 HIS APPLICATION IS NOT A PERMIT UNTIL, SIGNED BY THE BUILDING OFFICIAL. OR HIS/HER DEPUTY AND ALL FEES ARE, PAID. Signature Print Name Date Released By -/-1z Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNHL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CER11F1C'.ATE OF OCCUPANCY HAS BEEN GRANTED UBC109/ IBCI 10/ 1RC110. 0 ONLINE APPLICANT ASSESSOR ® OTHER �'��_ STATUS: ISSUED BLD20140942 • Both dwelling units are required to have access to a water system shut-off. Variation from this requirement shall be considered and approval shall be at the discretion of the building inspector during construction. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • 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 forwhich 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. • Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt fromthe noise 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. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION 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 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 I PUBLIC WORKS 425 771-0235 PR&TREATM©VT (425) 672-5755 1 RECYCLING 425) 275 4801 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. • 1rErosion Control/Mobdization • E-Storm Tightline . • E-Connect to stormmain - CB? • E-Engineering Final • B-Preconstruction meeting B-Plumb Rough In • B-Gas Test/Pipe • B-Mechanical Rough In B-Fire Stopping B-Framing •. B-Building Final OF ED4 Ar " O Fsr. l a90 City of Edmonds DEVELOPMENT SERVICES ESLHA BUILDING PERMIT APPLICATION FORM F 121 5d' Avenue N, Edmonds, WA 98020 Phone 425.771.0220 2 Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL B UTLDING CHECKLIST FOR SUBMITTAL REQ UIREMENTS PROJECT ADDRESS (Street; Sui a #, City State, Zip): IS7�� 7 *" (. (i�► . pN►oNo q$oZ� Parcel #: 6905-13300a o �2S0 2- Subdivision/Lot #: Project Valuation: $ 64) APPLICANT: VAS n�. c Phone: z� $�o_�aS� Fax: �0ta Address (Street, City State, Zip): /S7o 75- P1- W. LwnoNDS WA 907-6 E-Mail Address: Vcar II final �, cow', PROPERTY OWNER: M < M K . C L Phone: z/25-- $ - gob Fax: (3011 Address (Street, City State, Zip): W. M 0 >, o E-Mail Addre s: r 1 VA 0-I Go W. LENDING AGENCY: MIA Phone: ax: , Address (Street, City, State, Zip): E-Mail Address:. CONTRACTOR:* Phone: Fax: Address (Street, City, State, Zip): License #/Exp. Date: "Contractor must have a valid City of Edmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 City Business License #/Bxp. Date: DETAIL SCOPE OF WORK: RG.4D1 &T1f_ e*57-IAJ6- ItJGL(A1)0 heCF-55012Y NuELLlN16- JIrJ6-L15 FArilLy S714014(-E TV UNtT Wrr?+I J EXj57_I106- Bu,L®t,Jr,- . Foo-PRiNr AND AaDEN061 01c CANr1L,EVE2ED DEcK. PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: sq. ft. lsr Floor: sq. ft. 2" d Floor: sq. ft. Select Basement Type: ❑ Finished ❑ Unfinished Garage/Carport: sq A. Deck/Patio: pgo sq. ft. Retaining Wall: ❑ Yes No Other: sq.ft I declare under penalty of perjury laws that the information: I have provided on this for*application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit applications to the City of Edmonds. Print Name: VA W M A RZ. Powner ❑ Agent/Other (specify): Signature: Date: !I 12Z12 01Y LABuilding New Folder 2010\DONE & x-ferred to L-Building-New drive\ESLHAApplication.doc Updated: 9/2010 CITY OF EDMONDS DAVEEARLING MAYOR 121 5th AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • fax (425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT f'7C. 1890 July 24, 2015 Western Surety Company John M. Brown, Attorney -in -fact 333 S. Wabash Ave., 41n Floor Chicago, IL 60604 RE: ESLHA Site Restoration Bond # 71610273 Project : Van M. Caryl 1570175" PI W Edmonds, WA 98026 To whom it may concern, The City of Edmonds hereby authorizes the full release from the above referenced Bond # 71610273. . All interested City departments have given final approval. I have enclosed a copy of the bond. Sincerely, 64', f, q*" ra S6 Linda Thornquist Senior Permit Coordinator City of Edmonds 425-771-0220 Cc: file,owner,Western Surety/Sioux Falls SD Encl: bond copy • Incorporated August 11, 1890 • Sister City - Hekinan, Japan Cff v COPY a � � z0 rn w CD Z +^G d ,Z9'99L'I'd Y 'AN z w a QQ 1� (r O a �- Z U LU w O K W d Y� W S� (7 _ Y w0� +d 1 z� m LLV -W a. io wi z� aQc�� �" _ O ~ DLL LL {{-.... OZZ O 1 u- ' N til Z O.' U Z 7 m oz z Z N W > O g r ZCO ¢xQa F>>�0 co ��p + aay Fw t-mC m W n o > H w J W C7 U X J X w W d x J M. O /r S Q I- W W a J Z I + I X J J �' wF a r 1 U w LL JQ ww iaa.p g c� w 1 J o ;r) iio w W m r J O - X� Z W p L_--- 1 W Q W 7 y W W Gj l W J ww Ow 1 O FI oppZ 5 11 C70 HLLP- Z Co LU WO� 11 1 ao 1 Z Q W U 1 1 i1.7d9.�S u� -,� O Z CL 1 FLL U LU O O Z 1 1 W ZU� 11 ujCL 0 W(7� a o O a O 11 w z y N a0, U J 1 U al - w (D�f oI z _ >1 a 1 w // 1 L- _ w ~ itl ll U ��'• p, w w / 1 _ 9 3 w W I I �— pp_ coU I` — �Q_ .W - t11LL Fm a 0 � _ I ,,� 1 / iz WN __Y� �W o � Z� Wa -1 Q Y A / m g � ouW~i �� ? Z>>� or vow a ,� u� W w oy J=/v~iW 4aX_j m00 I /0. W {waLm c�c� Lu wW ow z J li > o > w O F= W U2 c7 5 wav0 a t�oC oWV I a? ¢ Y W ►�° 1 how Z wm m w_ �- 110, 1 .i aW� �m gE uJ 0. h X h Z Z Z H J O W OLL w U N 2z oU RUg2 oZ a w o } O¢ Oz ��¢+•o mw w 1 mm mw ohm WO LL tqq. LU OL � Z cp.�_o w o ~ � .,£ - .99 ao Lli 1 o I z z gQmd r U- U. CD d Uz Fo��^ �w w~ a 5O ----, xmw �o IL ar WJ ( �C� 0 I I yag0 ��+,j�, ¢ N 1- 1 rn �ri.Jj Qw _ oxz L- J z� 1 1 a a. 0- �� 1O Fa U)j 1 M. J far,j J�g W a �0 Q W p w w0 .I p w sC oL -00 w zoo Y Z z 1 �or•m ; y �N?co o 3 z z o 1 iar•o LU O 10 N w m y �3i- `o x w w Ills w LU �. 9d • i ,Z9'99� 'l'd U � -—W am � a� s. wU �Z �,; 0 ISM H19L w w � tz z Z a i 0. wW Oa �; ; z� LU ` a. z 11 s �wW X z V' a- W , ^ of tUc3 cotLL�OII11 to U) cow (A U3 w '✓ rI I � CJl u. ^l vr�i m r OJ A N L 1 ���rllll 1I1 1 oml U O_ to � �jl � /rO ��vqq ��1 o 'N p� NJ 04 O x C2 } ti U)w W = + Cad lt _•-,�'R C W g Adzda c_� U j t,ju¢Z g 0 pl`JdJ' ��Z � � o� wn dxcj =aply\ `„ O mom¢ U,) {LLB o O U _ noO 'pn W h a0 Q. ON 7 m o� w& o w 7 W O c i 7 1 1 O w cNij N W p W g J Q O W O Z 6. Q pS Ovum U om a pZ O a W U 1-2 mxm0 K 05o g o0�� oS[m Ci rn W �>¢ voza O "'cv zd�� a �U�3 Y7 �" Q W a O Nw4i VpZ LU Z w ymQOj 8� wpVz� a O z wxw -¢W�+j W Vi �ZC7 C)-pC7 O V. a w O pO m�1- aWWS yin m �N Y W 1-F-Z O z W O C:i KQC:J O� W F W- to ly!`yL4 0Co m O qz� m Sx 0 1.j 10 fFij > Q g W U�w mxZLLJm N �Lu o J S�oaZ � WUW �w S U za�t O il"v�'v �ox N yCL �Lu ao IL W W W J ZC'i J 00 w mC7Z W no�v W a a� on IL z ao- z$��g a u�c�uj �`a p Xoo o 0 F J WJJ Q QmU� Q Q J 2JU0 J C) C) i-� ZE O NLL Q G 1 O z U iid o o N o � U J CL W C T � P1NON v � v N cli m 0 t0 W O O CIJ tia U U L O 0 N H F•• F- LU C C3 z Z J 0 r LU I �O J I W W W aT iLL Lri LL p 1 U Wd 2:IFZ4 KOVWOl IIpIIIIMIIIIIIIQIIIIIul�dllllll'IVYI�I, RAO Return Recorded Instrument To: City of Edmonds — Clerk's Office 121 5te Ave. N, Edmonds, WA 98020 2014 E(OP" � COu,6ERvices ACCESSORY DWELLING UNIT COVENANT Property Address: 15701— 75th Place West, Edmonds Washington Assessor's Parcel Number: 00513300002502 MEADOWDALE BEACH SUPPLEMENTAL PLAT BLK 000 D- Legal Description: 02 LOTS 25 & 26 LESS E 380.73FT THOF & LESS N 10OFT THOF& LESS W 1OFT TO CITY OF ED FOR RD PER QCD REC AF NO 2254338 Grantor: Van Caryl Grantee: City of Edmonds Related Permit Numbers: PLN20140047 I, the undersigned, have attained approval for an Accessory Dwelling Unit (ADU) at the property address above, in accordance with the provisions of Chapter 20.21 (Accessory Dwelling Units) of the Edmonds Community Development Code (ECDC). I agree and understand that it is my responsibility to notify all future property owners or long- term lessors of the existence of the ADU and that its existence is predicated upon the occupancy of either the ADU or primary dwelling unit by the owner of the property. Additionally, I will notify all prospective buyers of the limitations on use and maintenance of the ADU as stipulated in Chapter 20.21 (Accessory Dwelling Units) of the Edmonds Community Development Code. An example of the limitations of the ADU per Chapter 20.21 is the property owner is required to reside in the primary or accessory dwelling unit for 6 months out of every year. Finally, this covenant shall be recorded in order to notify all current and future property owners that if any conditions of the ADU approval are violated, the property owner will be required to remove all improvements which were added to convert the primary dwelling unit into an ADU and restore the site to a single-family dwelling unit. On my oath, I certify that I reside at 15701 — 75th Place West, Edmonds Washington, in the primary or accessory dwelling unit for more than six months of every year. OWNER/GRANTOR: SIGNATURE: DATED this 2q day of October, 2014 On this day personally appeared before me Van Caryl, to me known to be the individual described therein and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free voluntary act and deed, for the. use and purposes therein mentioned. Notary's pressure seal must be smudged. v N O Not w_ 1 a 9% J :m [IC �Q�;,ASHIN� Dated: 20 Signature of Notary Public: y� Residing At: My Appointment Expires: d — 0 1 ZQ 45 B�1o1402Cq City of Edmonds oFEDyl Site Classification Worksheet - Page 2 of 2 ,s9 3) Determine the Total Area of Land Disturbing Activity S�.T� sf Refer to Stormwater Supplement Chapter 8 4) Determine the Quantity of Grading, Fill and/or Excavation ;2 el I—cy 5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or yes No Landscaped Area? 6) Identify the Watershed the Existing Site Runoff Discharges to Refer to Stormwater Supplement Chapter 2.3 Based on Site. Location and Watershed Map — Figure-C. Check all that apply. A. ❑ Direct Discharge B. ❑ Creek or Lake Basin ❑ Edmonds Way Basin ❑ Puget Sound Basin ❑ Puget Sound Piped Basin DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE AND THE PROJECT CLASSMCATION CHART (Figure B, pg 4) El Small Site.- Category 1 ❑ Small Site - Category 2 ❑ Minor Site Stormwater Supplement Stormwater Supplement Stormwater Supplement Chapter 5 Chapter 5 Chapter 6 ;I Ilk Revised on 310512012 E72-SWM Erosion_Control-03.05.12.doc Page 6 of 12 City of Edmonds Df EDy� 4 a Site Classification Worksheets - Page 1 of 2 �°°. 1g9� The project's Site Classification will dictate the specific stormwater management requirements applicable to your site. Completing this worksheet will help determine the amount of regulated impervious surface and whether your project falls into the classification of a Small Site (Category 1 or Category 2), or a Minor Site.' Please reference the GlossM (m). 10-11), Figures D and E,'(pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet. 1) Is Permeable Pavement' Proposed For Use on this Site? ❑ Yes ❑ No "'Refer to Stormwater Supplement Chapter 5.1 If YES, the subject area is to be considered impervious for initial site classification purposes. Include total permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface areas in the table below. 2) Determine the Amount and Type of Existing & Proposed Impervious Surface, for the Site Refer to Stormwater Supplement Chapter 2 and Fig. C Line 1: Identify the Non -Regulated Impervious Surface Area. Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt under certain conditions. Refer to the Glossary and Figure D. Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or after the date of annexation into the City are regulated & should be included in this total unless they can be categorized separately as a Replaced -Regulated area. Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas. Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system. Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which stormwater controls have not yet been applied. Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques. Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques. ** Provide a copy of the following table on'the drainage plan. sheet for the proposed project ** Line Type Area (square feet) 1. Non -Regulated Exempt Regulated 2. Replaced 3. • .oaa¢e. 4. New (Post 1977) 4 444 4 444 4 .ove.Saoeroraosaaasioa�zzmaaoao .evvasnrizcrivovsamaaasaazs Total Regulated Impervious Area Mitigation required if in excess of 2000sf + .. _ - 5. Total Area Mitigated by Existing Stormwater Management System(s) •osaiz•:�aarrvnvivrzewsioceicerroaoawsaovezooacoav�aisaoar.vazavossi 6. Regulated Area Not Yet. Mitigated = ( yyo a► 7. Area Proposed to be Mitigated by Low Impact Development Techniques = 8. Area Proposed to be Mitigated through Conventional SWM Techniques = yyp y 1 (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone) U Revised on 310512012 E72-SWM Erosion_Control-03.05.12.doc Page 5 of 12 E9 i o DEC 01 2014 1` COPY . uCITM O EDMONDS REU � DEC O 12014 WetlalfdWowoees� �� BUILDING DEPARTMENT VI 1 EDMeNDS Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance 9505 19th Avenue S.E. CITY COPY Suite 106 Everett, Washington 98208 (425) 337-3174 Fax (425) 337-3045 RESIDENT FISH PRESENCE/ABSENCE SURVEY REPORT FOR K & M- S HOME CONSTRUCTION 76TH AVE PROPERTY Tax Parcel Number: 27040700401100 and 27040700400900 Wetland Resources, Inc. #14153 Prepared By: Wetland Resources, Inc. 9505 19th Avenue SE, Suite 106 Everett, Washington 98208 (425) 337-3174 For: K & M's Home Construction, LLC Attn: Kevin Mavis PO Box 2019 Snohomish, WA 98291 July 28, 2014 Revision: November 7, 2014 ABSTRACT Wetland Resources, Inc. conducted a fisheries investigation on July 25, 2014, on a segment of a stream located in a portion of Section 7, Township 27N, Range 4E, W.M. This reach of stream was sampled following the protocol provided in the Washington Department of Natural Resources Forest Practices Board Manual, Section 13, Guidelines for Determining Fish Use for the Purpose of Typing Waters.. Approximately 150 lineal feet of stream was surveyed, beginning approximately near the northwest corner of tax parcel 27040700401100 (17218 76TH Ave W), progressing in an upstream direction (roughly north to south), ending near the southwest corner of the aforementioned tax parcel and the boundary of tax parcel number 27040700400900 (900) (17228 76th Ave W. Tax parcel 900 was visually evaluated, but not electro-fished, due to lack of pools meeting sampling criteria (lack of habitat). A backpack electro-fisher was used to sample a variety of habitat types. Five small pools were sampled, and given the short sampling reach, two passes were made. No fish of any type were sampled or observed during the course of the survey. The stream was flowing during the July 25, 2014 site visit. Based. on these findings and existing available on-line resources, it appears a Type Np stream classification is appropriate for this reach of stream. INTRODUCTION On July 25, 2014, Wetland Resources, Inc conducted a fish presence/absence investigation of a stream segment for the purpose of stream typing pursuant to WAC 222-16-030 and City of Edmonds Code EDMC 23.90. The stream segment is located within a portion of Section 7, Township 27N,'Range 4E, W.M., in the City of Edmonds, Washington (Tax ID# 27040700401100 and 27040700400900). The subject property is developed with a single-family residence and associated improvements. Typical vegetation across the site is comprised of mowed lawn and landscaping with a fringe of western red cedar along the western property boundary. The stream conveys hydrology from an off -site cement -lined pond, groundwater, and stormwater and flows in the northerly directly toward Puget Sound. North of 17111 St SW, the stream has been designated as a Type F stream. My investigation was conducted to determine the presence/absence of fish within the on -site portion of the stream system. Due to a downstream gradient break for anandromous fish, the intent of the survey was to assess the site for the presence or absence of resident salmonids. Resident Fish Presence/Absence Survey Report 1 WRI# 14153 — ' K & M's Home Construction — 76`h Ave Property July 28, 2014 Revision: November 7, 2014 _t METHODS Conductivity (µs), temperature (°C), and pH were sampled in the reach. As the conductivity of the water sampled was found to exceed 10 µs, a Smith -Root model 15-D POW, gas -powered, backpack electro-fisher was used to sample. all pools and wetted channel habitat types. Electrofishing with a pulsed direct current (DC) output of 400 to 600 volts was conducted in a downstream to upstream direction. I began at the lowest elevation near the north property line, and proceeded to the highest elevation where the stream exits the property at its southern boundary. Survey protocol, as outlined in the Forest Practices Board Manual, Section 13, Guidelines for Determining Fish Use for the Purpose of Typing Waters, was followed for this study. Five pools were sampled within' the reach, however the characteristics of the channels did .not provide any pools that were three square feet in size and/or one foot in depth: Given that species identification was not a concern, a 1-person crew .was used for electrofishing and data. collection. Data, consisting of maximum wetted width, length, and depth, habitat type, substrate, and presence of large woody debris (LWD) were collected on the higher quality pools and runs within the sampling reach. The effort included approximately .150 feet of stream. All areas to be sampled were first visually examined for fish presence. Polarized glasses were used to maximize visual acuity during the course of sampling. Electrofishing was then conducted in a downstream to upstream progression. I have been specifically trained, by USFWS and Smith -Root, in the principles of electrofishing. Total electrofishing effort was recorded at the end of the reach. RESULTS During sampling, no fish or other species were encountered. Abiotic habitat parameters (conductivity, temperature, and pH) were consistent in the sampled areas at 15.3 µs, 10.1 °C, and 6.88, respectively. Large woody debris was not observed within the sample reach. Pools within this reach are relatively small and a function of the landscape rocks that line the channel. Substrate types were predominately gravel. Electrofishing effort for the entire stream segment was 600 seconds. DISCUSSION The protocol provided in the Forest Practices Board Manual, Section 13, Guidelines for Determining Fish Use for the Purpose of Typing Waters was followed for my July 25 effort. No fish, resident or anadromous, were collected or observed during the course of the investigation. All available on-line and hard copy resources researched for this investigation show this reach as non -fish bearing. Snohomish County's SnoScape website maps the stream as Resident Fish Presence/Absence Survey Report 2 WRI# 14153 K & M's Home Construction — 76`h Ave Property July 28, 2014 Revision: November 7, 2014 e non -fish habitat. The Statewide Washington Integrated Fish Distribution (SWIFD) maps, provided by the Northwest Indian Fisheries Commission and Washington Department of Fish and Wildlife, do not show the subject stream as fishbearing. A Catalog of Washington Streams and Salmon Utilization (WDF, 1975) does not identify this stream. Washington Department of Fish and Wildlife's SalmonScape website does not list any SalmonScape species' utilization of the subject stream. StreamNet does not list any salmonid species, either resident or anadromous, in the subject stream. CONCLUSION Based on the lack of fish observed during my sampling efforts, the stream does not appear to support resident fish. In addition, based on physical stream parameters (gradient, width and open water), it does not appear to provide the necessary habitat. As a result of the above information, the lack of observed fish, and the appearance that the stream is perennial, it appears that a Type Np classification is appropriate for the on -site stream segments. USE OF THIS REPORT This report is supplied to K & M's Home Construction, LLC, as a means of determining stream classification, as required by the City of Edmonds during the permitting process. This report is based largely on readily observable conditions and to a lesser extent, on readily ascertainable conditions. Reports may be adversely affected due to the physical condition of the site and the difficulty of access, which may lead to observation or probing difficulties. The laws applicable to streams and other waterbodies are subject to varying interpretations and may be changed at any time by the courts or legislative bodies. This report is intended to provide information deemed relevant in the applicant's attempt to comply with the laws now in effect. The work for this report has conformed to the standard of care employed by professional ecologists. No other representation or warranty is made concerning the work or this report and any implied representation or warranty is disclaimed. Wetland Resources, Inc. Scott Brainard, PWS Resident Fish Presence/Absence Survey Report 3 WRI# 14153 K & M's Home Construction — 76`" Ave Property July 28, 2014 Revision: November 7, 2014 Principal Ecologist Resident Fish Presence/Absence Survey Report 4 K & M's Home- Construction — 76`h Ave Property a WRI# 14153 July 28, 2014 Revision: November 7, 2014 FAT CITY COPY P��`� �G "V'\S\1S� P--\- G CRITICAL AREAS DETERMINATION FOR K&M's Horne Construction, LLC —17222 761h Ave. W Tax Parcel No. 27040700402200 Acre Project #14020 Prepared By: Acre Environmental Consulting, LLC. 17715 28th Ave. NE Lake Forest Park, WA 98155 (206) 450-7746 For: K&M's Home Construction, LLC Attn. Kevin Mavis PO Box 2019 Snohomish, WA 98291 May 13, 2014 o11FgY�? �9N' 814 . Nr Cp sF FR�Fs SITE DESCRIPTION On May 12, 2014 Acre Environmental Consulting, LLC visited the approximate 0.33-acre site located at 17222 76th Avenue W in the City of Edmonds, Washington. The site is further located as a portion of Section 07, Township 27N, Range 4E, W.M. The parcel number for this property is 27040700402200. The purpose of this site visit was to locate and assess regulated critical areas on and adjacent to the subject site. Surrounding land use is comprised of single-family residential development. Access to this undeveloped site is gained from the east via 76th Avenue W. The site has a gentle west "aspect slope and is occupied by maintained lawn with scattered fruit trees and ornamental .vegetation around the perimeter. Vegetation in the lawn is comprised of colonial bentgrass (Agrostis tenuis, Fac), square gooseneck moss (Rhytidiodelphus squarrosus, Nol/Upl), and scattered common dandelion (Taroxacum officinale, FacU). The landscaping includes sweet cherry (Prunus ovium, FacU), Western red cedar (Thuja plicata, Fac), English laurel (Prunus lourocerasus, Nol/Upl), Pacific Rhododendron (Rhododendron macrophyllum, Nol/Upl), and various other ornamental shrubs and herbs. Acre Environmental Consulting, LLC used the routine methodologies described in the Washington State Wetlands Identification and Delineation Manual (Washington State Department of Ecology Publication #96-94, March 1997) to make a determination regarding regulated wetlands on the site. In addition, Acre Environmental Consulting, LLC evaluated the site using the U.S. Army Corps of Engineers Wetland Delineation Manual produced in 1987 and the U.S. Army Corps of Engineers Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region produced in May 2010. No wetlands or streams are located on the subject site. Outfall Creek, a Type Np stream is located off -site approximately 30 feet to the southwest of the subject property. This perennial stream is between two and three feet wide between the Ordinary High Water Marks,(OH.WM),' flows north, and eventually drains'to Puget Sound. This stream is labeled as a creek on the City of Edmonds GIS maps. This stream is not mapped by The Forest Practices Application Review System maps produced by the Washington Department of Natural Resources, the Salmonscape maps produced by the Washington Department of Fish and Wildlife or the fish distribution maps produced by Streamnet. Outfall Creek is mapped by Snohomish County Landscape Imaging (SnoScape), but it does not show this stream extending as far south as the subject site. SnoScape shows fish use in this stream ending approximately 900 feet north of the subject site. Potential fish access past this point appears to be impeded by a combination of culverts and downstream gradients which in some areas exceed 16 percent slopes. Furthermore, much of the upper reach of this stream has been altered to accommodate the existing adjacent residential development. These alterations include multiple culverts, bank f,armoring, straightening of the channel, and the removal of vegetation. Due to these alterations and the natural, downstream gradients, this stream appears to lack the necessary in channel habitat to Acre Environmental Consulting, LLC May 13, 2014 Critical Areas Determination for K&M's —17222 761h Ave. W Page 1 Edmonds, WA support fish use, and therefore, meets the criteria for a Type Np stream in the.City of Edmonds. View from the southwest property corner looking southwest at Outfall Creek. Note the bank armoring and other alterations. In the City of Edmonds, Type Np streams typically receive 50-foot protective buffers measured horizontally in a landward direction from the delineated ordinary high water mark (OHWM). Per EMC 23.40.280, buildings and other structures shall be set back a distance of 15 feet from the edges of all critical area buffers. Landscaping, uncovered decks, and building overhangs (if ;such overhangs do not. extend more than 30 inches into the setback area) may be allowed in the building setback area. Acre Environmental Consulting, LLC May 13, 2014 Critical Areas Determination for K&M's —17222 761h Ave. W Page 2 Edmonds, WA A TERMS & CONDITIONS The environmental consulting work conducted, including this Wetland and Stream Determination Report (collectively the "Services") is supplied to K&M's Home Construction, LLC (the "Client") as a means of determining whether any. wetlands, streams, and/or fish and wildlife habitats regulated by the City of Edmonds exist on, or adjacent to the site. The Services are provided in accordance with the following General Terms and Conditions (the "Terms"). In accepting the Services provided by Acre Environmental Consulting, LLC ("Acre"), the Client voluntarily enters into and agrees to the binding effect of the following Terms. This report is intended to provide information deemed relevant in the Client's attempt to comply with the regulations currently in effect. The work for this report has conformed to the standard of care employed by professional ecologists in the Pacific Northwest. All other representations or warranties, whether express or implied, are hereby disclaimed concerning the work or this report. This report is based largely on readily observable conditions and, to a lesser extent, on readily ascertainable conditions. No attempt has been made to determine hidden or concealed conditions. If such conditions exist or arise, the information contained in this report may be rendered inaccurate or incomplete based upon those conditions. Acre acts solely as an independent contractor inproviding the Services to the Client, and nothing in the provision of such Services shall be construed as creating an agency, partnership, joint venture or other similar legal relationship between Acre and the Client. Please note that Acre did not provide detailed analyses of other permitting requirements not discussed in this report (i.e:, structural, drainage, geotechnical, or engineering requirements). The laws applicable to Critical Areas are subject to varying interpretations. While Acre observed professional industry standards when completing this review, the information included in this report does not guarantee approval by any federal, state, and/or local permitting agencies. Therefore, all work on this property should not commence until permits have been. obtained from all applicable agencies. If there are any questions regarding this report, please contact me at 206.450.7746. Acre Environmental Consulting, LLC. Louis Emenhiser Principal Wetland Ecologist Professional Wetland Scientist #1680 Acre Environmental Consulting, LLC May 13, 2014 Critical Areas Determination for K&M's —17222 761h Ave. W Page 3 Edmonds, WA �I O O C LU O W m T C C7 C z D C N n r r m to r 7 rnrn 10 m D m� F L C L • G r O i I n T m C/1 1 ' X m 76TH AVENUE W D Z Z O D m p m to D 0 Ln n m .. O p :10 S Z Sm n N D Z O D Z D —i D v n O N m Z N D 2 „ Z � c Z M O j O ) = C in � ^3 p m 2 -Ni O Do O cn N r_ Z Z m Lr) 0 p D O � O 2 N z.Z Cm v D A ; m �I m m z 2 G) m D D r- Ll z Z D S Z 0 p M m o _S Z D D p N � O z Acre Job: 14020 PREPARED FOR: WETLAND & STREAM DETERMINATION MAP PREPARED BY: LLC "'� ,-. -�. MAP Drawn By: L Emenhiser K&M's Home Construction, LLC 17222 76TH AVENUE W Acre Environmental Consulting, 1771528thAvenueNE u ; = 8 SHEET: IRevision#:N/A EDMONDS WA ' Lake Forest Park, WA 98155' G Fri,' Ro4,M4 �,. CA1.00 Date: OS.13.2014 PO Box 2019 Phone: (206) 450-7746 Snohomish, WA 98291 TAX PARCEL NO. 27040700402200 Email: louis@acreenvironmental.com 5�� qL COc Client: Project Name: Scope of Work: Upstate Job#: Date: STATE engineerin PO BOX 952 LYNNWOOD, WA 98046 T. (206) 280-4715 F. (206) 834-6261 SERVICES@UPSTATEENG INEERING. COM STRUCTURAL CALCULATIONS K&M HOME CONSTRUCTION PLAN 3315 LATERAL DESIGN OF A (2)-STORY SFR 0334 5/27/2014 NOT VALID WITHOUT A WET SIGNATURE r z*4/2ot4 JOB # 0334 Andrew M. Gahan, PE RECEIVED SEP 16 2014 DEVELOPMENT SERVICES CTR- CITY OF EDMONDS CITY COPY Lateral Analysis IBC2012 UPSTATE JOB#: 0334 Description: PLAN 3315 Engineer: amg Governing Code: 2012 International Building Code all references in right margin are 2012 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [16-31 Roof Walls Floors Snow Partitions Live Load (ps0 25 40 25 Dead Load (ps0 15 10 10 '1 10 1603.1.4 Wind Design Criteria [16-41 1. Nominal/Ultimate Wind Speed Vasd/Vult 85/110 mph F 1609A[16-41] 2. Risk Category II 1.00 ASCE7T6-1(77j 3. Wind Exposure Category "B" 1609.4[16-471 4. Internal Pressure Coefficient +/- 55 ASCE7F26. 11-1(258] 5. Components and Cladding design pressure +/- 16 psf ASCE 7 30.2.21316] 1603.1.5 Seismic Design Data [16-41 1. Seismic Importance Factor le 1.00 ASCE 7T 1.5-2[5] 2. Short Period Acceleration SS 1.25 F1613.3. 1(1)[16-74] 2. 1-Second Accelleration Si 0.4 F1613..3. 1(2)[16-76] 3. Site Class D ASCE7T20.3-1[204] 4. Spectral response coefficient SDS 0.83 EQ 16-39[16-72] 4. Spectral response coefficient Sp1 0.43 EQ 16-40(16-721 5. Seismic Design Category D T1613.3.5(1)and (2)[16-73] 6. Seis. Force Resisting System A.15. ASCE 7 T 12.2-1[73] 7. Design Base Shear 11087 Ibs 8. Seismic Response Coefficient CS 0.13 ASCE 7EQ 12.8-2[89] 9. Response Modification Factor R 6.5 ASCE7 T 12.2-1 [73] 10. Analysis Procedure Equivalent Lateral Force ASCE 7T 12.6-1(88] 11. Risk Category II ASCE 7T 11.6-2169] Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.1 Wind Design (MWFRS - Envelope Procedure) IBC 2012 Part 2 Wind Load Method ASCE 7 28.1.1 (2) [2977 Nominal/Ultimate Wind Speed 85/ 1.10 mph Wind Exposure Category B . Height & Exposure Adjustment 1= 1.00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7 28.6.3 [3027 PS = l Kn PS30 1609.3 [16-46], F1609 [16-411 1609.4 [16-47] ASCE 7 F 28.6-1 [304] ASCE 7 F 26.8-1 [252] ASCE 7 EQ 28.6-1 [306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4 [306] zones A and C equal +16 psf, B & D equal +8 psf, while zones E, F, G, & H all equal zero. Roof Pitch 6 :12 or 26.565 degrees Ridge Elevation 27.5 ft Eave Height 18.5 ft Mean Roof Height, h 23 ft ASCE 7 26.2 [243] Zone Pressures, ().)(PM) ASCE 7 F 28.6-1 [3047 110 Horizontal Pressures Vertical Pressures Over han s 0 A B C D E F G H EoH GoH 1 23.32 14.18 17.34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14.40 2 6.76 4.63 5:38 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.72 Horizontal Zones Areas & Forces. Fx ASCE 7 F 28.6-1 [303 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (l.h.d.) or 0.4h, but not less than either 4 percent of lhd or 3 feet. D F x= 7, (p sx-X) x = A Diaphragm (x = 2) l.h.d. (ft) = 33 a (ft) = 3.3 Areas 2a (ft) = 6.6 Forces Diaphragm (x = 1) l.h.d. (ft) = 33 a (ft) = 3.3 2a (ft) = 6.6 Areas Forces Front to Rear A B C D 76 68 . 267 167 FX = 8441 Fxmin = 5780 Front to Rear A B C D 86 64 361 24 FX = 9326 Fxmin = 5350 Side to Side A B C D 69 118 282' 74 FX = 8648 F.i" = 5430 Side to Side A B C D 86 109 221 26 F. = 7550 F.i" = 4420 Version 7.0 Pg 1.1 Seismic Design IBC 2012 Site Clasification, Criteria Selection, & Minimum Design Lateral Force Risk Category I1 ASCE 7 T 6-1 [77] Seismic Importance Factor IE 1:00 ASCE 7 T 1. 5-2 [5] Seismic Design Category D T1613.3.5(1) and (2) [16-73] Site Class D ASCE 7 T 20.3-1 [204] Short Period Acceleration Ss L25 F1613.3.1(1) [16-74] 1-Second Acceleration SI 0.4 F1613.3.1(2) [16-76] Seis. Force Resisting System A.15. ASCE 7 T 12.2-1 [73] Response Modification Factor R 6.5 ASCE 7 T 12.2-1 [73] Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 T1613.3.3(1) [16-72] Site Coeffiecient, Fv 1.6 . T1613.3.3(2) [16-72] Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively, S DS = 2 • F a • S S SDs = 0.83 EQ 16-39 [16-72] 3 S D I= 2• F v• S 1 SDI = 0.43 EQ 16-40 [16-72] 3 Simplified analysis, Seismic base shear ASCE 7 12.14.8 [1087 V = (F SDs/R) W Where: F=1.1 for (2)-story ASCE 7 EQ 12.14-I1 [108] Vertical Distribution, Forces at each level ASCE 7 12.14.8 [1087 Fx = (wx/W) V Fx = 0.141 x wx ASCE 7 EQ 12.14-12 [109] Effective seismic weiuht & Forces (Ihs) at i.evel z Diaphragm (x = 2) Fx = 5708 roof area (ft'') floor area (ft') story height (ft) wall length (ft) wx '2126, . 0' 8.1: 212 weight (lbs) 31890 0 8586 40476 Diaphragm (x = 1) Fx = 6232 roof area (ft'') floor area (ft) story height (ft) wall length (ft) wx 528 1881 _ =9.4 ` 195 weight (lbs) 7920 18810 8873 44189 Version 7.0 Pg 2.1 Tributary loads Wind Seis 12008 SDPWS SEISMIC MAX Wind Seis 2008 SDPWS SEISMIC MAX Wind Seis 2008 SDPWS SEISMIC MAX IMM Wind mm■■■■ INMINMINMMIM Version 7.0 Pg 4.1 Wall Line Level (x) �G,��o Q�S Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 1 F-R Wind Seis VD(x+1) [Ibs] 1646.05 1325.11 .. '19% VD(x) [lbs] 654.708 520.793 VT(x) [Ibs] 2300.76 1845.9 L 31.00 31.00 n 74 60 2008 SDPM'S SEISMIC MAX TMAX(x) [Ibs] 31.00 9.1 -547 -881 2 1 F-R Wind Seis VD(x+I) [Ibs] 1646.05 1325.11 VD(x) [Ibs] 1673.14 1330.92 VT(x) [lbs] 3319.2 2656.02 L 17.83 17.83 n 186 149 2008 SDPWS SEISMIC MAX TMAX(x) [lbs] 569 46 17.83 9.1 1 8 569 46 3 1 F-R Wind Seis VD(x+l) [Ibs] VD(x) (lbs] 2909.81 2314.64 VT(x) [lbs] 2909.81 2314.64 L 24.00 24.00 n 121 96 2008 SDPWS SEISMIC MAX TMAX(x) [Ibs] 94 24.00 9.1 94 -297 4 1 F-R Wind Seis VD(x+I) (lbs] 3292.11 2650.21 2g% �,`,, VD(x) [Ibs] 2036.87 1620.25 VT(x) [Ibs] 5328.98 4270.46 L 25.92 25.92 n 206 165 2008 SDPM'S SEISMIC MAX TMax(x) [lbs] 2445 1663 7.42 9.1 2445 1077 1663 750 18.50 9.1 2107 1077 1270 750 Version 7.0 pg 4.2 Level Tributary loads Wind Seis • : e • 33.58 100 2008 SDPWS 124 •s] 524 302 e e MMOENM_ '' __ MM....®_®__ e MMWENM_®__ � mm I • e _�_� ®®mmmm ' • e _®_ • Wind , . _m...._____ Wind Seis •e •e 106 2008 SDPWS SEISMIC MAX • ee MMEOMM_M__ Wind Seis , • Version 7.0 Page5.1 Wall Line Level (x) �, �V�o Q`{ Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 1 S-S Wind Seis VD(x+l) [Ibs] 3372.78 2650.21 34%0 34%;.`; . VD(x) [lbs] 2002.3 1967.44 VT(x) [lbs] 5375.08 4617.65 L 19.42 19.42 n 277. 238 2008 SDPWS SEISMICMAX 866 TMAX(x) [lbs] 2727 2098 1.25 9.1 2727 524 2099 302 866 1.75 9.1 2712 524 2081 302 618 1.75 9.1 2712 524 2081 302 618 4.00 9.1 2643 524 2001 302 270 4.00 9.1 2643 524 2001 302 270 3.67 9.1 2653 524 2012 302 295 3.00 9.1 2674 524 2036 302 361 B 1 S-S Wind Seis VD(x+1) [Ibs] % ='a 54%', 54;%( VD(x) [lbs] 3180.12 3124.76 VT(x) [Ibs] 3180.12 3124.76 L 22.50 22.50 n 141 139 2008 SDPWS SEISMIC MAX 211 TMAX(x) [Ibs] 917 834 4.50 9.1 872 781 140 3.00 9.1 917 834 211 11.00 9.1 673 550 4.00 9.1 887 799 158 C 1 S-S Wind Seis VD(x+]) [lbs] 3372.78 2650.21 % 12%-: <12% VD(x) [lbs] 706.694 694.391 VT(x) [lbs] 4079.48 3344.61 L 37.50 37.50 n 109 89 2008 SDPWS SEISMIC MAX 128 TMAX(x) [lbs] 565 135 4.50 9.1 8 4 489 156 47 90 6.00 9.1 8 4 403 156 -53 3.17 9.1 8 4 565 156 135 128 4.50 9.1 8 4 489 156 47 90 5.83 9.1 8 4 413 156 -42 7.50 9.1 8 4 317 156 -153 6.00 9.1 8 4 403 156 -53 D 1 S-S Wind Seis VD(x+l) [lbs] VD(x) [Ibs] VT(x) [lbs] L n 2008 SDPWS SEISMIC MAX TMAX(x) [Ibs] Version 7.0 Page5.2 Shear wall Summary Sheeting Re m'ts Wind I Seis Max 1 - 2nd 2-2nd 3 - 2nd 4 - 2nd A - 2nd B - 2nd C - 2nd D - 2nd 1-lst 2 - 1st 3-1st 4- 1 st A - 1 st B - 1st C - 1st D - 1 st Sheathing Shear Flow 53 60 133 149 87 96 147 165 198 866 101 211 104 186 1 � 1 1 2 1 1 1 2 6 4 1 � 1 1 1 SW-1 SW-2 SW-3 Shear Transfer Wind I Seismic 11 1. 74 60 186 149 121 96 206 165 277 238 141 139 145 119 Overturnin Values Wind I Seismic 1077 (plf) (Plfl Shear Transfer Connectors - CD = 1.6, Hem -Fir Connector Z (Ibs) 16dNails 195.21bs 2011NDSTIIN[105] 12.0 1 8.1 1 8.1 1 0.0 1 0.0 1 0.0 16d Slant Nails (v<150p1 f) 162 lbs 2011 NDS TI IN [105] 9.9 6.7 1 6.7 1 0.0 0.0 1 0.0 Simpson A35 Clip 600 lbs Simpson C-2013 Simpson H1 Truss Connector 415 lbs 25.4 17.2 1 17.2 0.0 0.0 0.0 Simpson DTC Clip 210 lbs 12.9 8.7 8.7 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 lbs 5/8" Diameter Anchor Bolts 5/8" Diameter Anchor Bolts 1328 lbs 1664 lbs Simpson C-2013 Simpson C-2013 2001NDS TI IE [93] 2001NDS TI lE [93] 200INDS TI IE [93] Page6.1 M O M F-� z c � o � O U 0 0 Vo z OU �z ¢ O oz WN CID a cn A W A a � O � O C LO E N -0 d L_0 Cl)O C E f0 w a) 00 O C ° O E O WC m o CD v'0� Ua 3 0 ^ m (n II ` N M o 7 _0 a) L �U C m-0 C O °° c- m 7��>omo2sC o�o cr i^ �O v^^ N Z'C In NN O Omp ° Ow a U °U a) to 2 j co uw 2 L-, 0- ZT N 0 0 0 X (n ` -� E f6 a) N 0 0 p ` O O J p N .� j N d -� m° E ai V a a — a) v = E c ai E U a) X o a O 'a C a x (1) m O C ° 0 0 E M "O C M E M al ° L Qc° v, a) 4) o" 2 `� D ° (A E c E n, y - '0 00 - `° (n cn ` O a5 ° o_ c° m E r a o a) E° r m e -a L co m s o ° o c �' a `n W W E@ _� -o a)' c _� @ ° cC.a �� inN cvc in a.0wU r` @ L 0 aa)o) 0 6 Q o 3 U U 0 0 � zQ w 3 0 v = o 0 M x x 00 00 V) W W U U OO CIO. Q Q U U Q- 'j * N °O w z �o w o Q U z p 5 w o Z � U 0 w U 0 C- - - - z � a z Q O - 00 O _ 00 0 000 O U O � C7 :D m C, O a z z a � N L j ESTATE en ineerin PO BOX 952 LYNNWOOD, WA 980/-6 T. (206) 280-4715 F. (206) 834-6261 SERV ICESC�UPSTATEENG INEERING. COM General Structural Notes — Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE f c = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W 1.4 X W I A. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER): JOISTS / STUDS (2xj: GLUE LAMINATED BEAMS (GLB) DF-L#2 HF#2 / STUD 24F-V4 (24F-V8 AT CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED — 85 MPH RISK CATEGORY II ULTIMATE WIND SPEED — 1 10 MPH IMPORTANCE, I = 1.0 WIND EXPOSURE, B KZT = 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, Ie = 1.0 Ss = 1.25 SITE CLASS, D SI = 0.40 SEISMIC DESIGN CAT., D Sos = 0.83 SEIS. FORCE RES. SYS, A.]5. SDI = 0.43 DESIGN BASE SHEAR = 11087 lbs Cs = 0.13 RISK CATEGORY II R = 6.5 2x TOP PLATE HEADER PER PLAN EXTEND OVER SHEARWALL APA RATED SHTG PER SW SCHED - HOLDOWN PER PLAN (2) 5/8" O A.B. EMBED 7" MIN CONC SLAB - CONT FTG W/ (2) #4 TOP & BOT WIDTH MIN NAIL SHTG TO HEADER @ 3" OC EW (3) 2x STUDS UNO NAIL SHTG TO EACH STUD 8d NAILS @ 3"OC ALL PLATES HEADERS & STUDS (3) 2x PLATES NAIL SHTG TO EACH PLATE 8" CONC STEM WALL (2) #4 VERT EA FACE #3 TIES @ 8" O.C. � 1 \ RAISED SHEAR WALL (RSW) MIN, / Scale: NTS = 1'-0" Section View 001 SHEARW ALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER (OR ROOF TRUSS) W/ (2)- 16d EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEARWALL PER PLAN TIGHT FIT S❑LID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER W/ (2)- 16d EA STUD RAFTERS PERPENDICULAR TO WALL �SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G �B❑UNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN TRUSS (M❑N❑) PER PLAN 2X CONTINUOUS S❑LID BLK'G W/ (2)- 16d EA STUD TRUSSES PERPENDICULAR TO WALL ( L� 1 LOW ROOF SHEAR TRANSFER, TYPICAL Scale: 3/4' = 1'-0' VAIL SHEATHING f0 BLOCKS PER 3W EDGE NAILING SW PER PLAN EDGE NAILING PER SW SCHED LSTA21 W/ BLOCKING AS REQUIRED (4 TYP) � J \ PERFORTATED SHEAR WALL DETAIL \ / Scale: 3/4' = 1'-0" WALL FRAMING PER PLAN 3 W/ JG SW SCHED, JOIST PER PLAN WALL FRAMING PER PLAN 4 1 SHEAR TRANSFER @ CANT. JOISTS \ : J Scale: 3/4' Luo:)-sue1dpq-mmm u lvc=lnz LOI,4wlj :3vv%.Irl vv a A C3=1%J M IC3 :3 . i . VC) —4 0 uj 5 z t'. ui WrtEr's WINDOW S-wo, xrz .0-6E lu tz tea0 C) U. tr UJ Ld 0. L) U5 tr tr Ld . . ... .... .. .......... . . .. Ij tuoo•sua1dpq*mmm ' V IV t -W— o ;! U- ........--.--....._..L:Lt. .__...... _.._._.._...__..._.. - tY lU ._._......... ,._......._..__..._....,_........_...__�__,—.._._.._._ �.P,t-i W g U •;N%: J fJl �-' 'iv--_.._��ZtC USSR:ltlt'1Rt�^'RCO��RIC•`R:'�CtC..� �., ��t. ..r:'•:\C�R�3\lC�\Rl.-. I � l g 1.0 .J•.{ sec. yy��'Ci3r ti '3i f 1 N 1h1. 4 —_... ..P,7t ' �._.___i_ �•-...—...AAA __.•:-_ 1__......_._._ t� _ 7 c ! Y7a f• � y t E y C Nr I " P py of r272 ___.._.__ .. ... ... ............ s E cR tL YuS I ..I__ G; � W•� 7t``.( s �L.a /pia +� i2:i Oi •A2 E � i j � � < ;L +. ZERO CLEARk: CF. GAL FlREPLAw: INSTALL PER MFG SPECS I y (.%✓° h i i : Y 'a o (D E�� E CD 0 cc " > 1 O G � CL - 03 .9 10 d) � 0U� >r CM ca C O 3 L U '0'.. CLst t Q :) O 4Q0. 04 LEGAL DESCRIPTION: PORTION OF SE LOT 1 OF CITY OF EDMONDS SHORT PLAT NO.: S-22-90, RECORDED UNDER AF NO.: 9305280043, BEING A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER. UTILTIY PURVEYOR INFORMATION SUBJECT TO EASEMENTS. RESTRICTIONS, CONDITIONS AND COVENANTS OF WATER CITY EDMONDS RECORD. IF ANY. SEWER . CITYEDMONDS POWER PSE ADDRESS: 17222 - 76TH AVE. WEST, EDMONDS. WA 98020 GAS PSE CABLE COMCAST TAX NO. 27040700402200 ARE A' 14,400 SF OR 0.33 ACRES PHONE V£RIZON i1/Lr'AREA: 12.000 SF OR 0.28 ACRES /�' R ORD/NG NO rl Ftt� t Ttl�%:.T QN�• Critical Area Note: No clearing, grading, or other construction -related activities are allowed within the 50-foot stream buffer without proper approval from the Planning Division consistent with the requirements of ECDC Chapters 23.40 and 23.90. BASIS OF BEARING: SHORT PLAT NO.: S-??-90, EC .• 9305280043 If AT ANY TIME THE E% SEWER LINE NEEDS TO, BE REPLACE. A 6" CLEANOUT AT THE EDGE OF THE CITY EASEMENT LINE . BENCHMARK. CASED, 2 BRASS DISK IN CONCRETE. LOCATED 2' EAST OF IS REQUIRED. THE 6' CLEANOIIT MUST HAVE A 12' CAST IRON CENTERLINE STRIPE IN 76TH AVENUE WEST 40' OF SOUTH EDGE OF �et�C �(,� L STALL A COVER WITH WITHIN 2' OF TS CONCRETE DRIVEWAY LINE TO HOUSE 117126. D, AW NOT INSTALL A CLE ND, W WITHIN 2' OF HOUSE. AT PROPERTY LINE. ���V AT ANY 90' BEND, WHEN THERE IS LESS THAN 3' BETWEEN TWO DESIGNATION: SC38 45• BENDS. AND THERE IS MORE THAN 100' BETWEEN CLEANOUTS, DB ID/ 20254. $0 M wO DATUM EL: 173.857' (NAVD88) TOM: SSMH RIM LOCATED S.E. OF SITE. ELEV 190.57 & REF t00' -I"� + n • ,v� , JW &. TACK LOCATED ACROSS THE STREET FROM EXISTING WATER METER - - Ex. 1/2" R&c 81J679 Ex. 4'wtRE FENCE ON -SITE. ELEV= 186.77. N 0.6' OF CALC POSITION , NOTES EX 4" STORM ►) BUILDING SETBACKS: 25' FRONT, 10' SIDES & 25' REAR DISCHARGE 20' ACCESS &' UTIL (ZONING RS-12) �_ Ex a' SOLID STORM LINE EASEMENT A.F.N. q. 2) PROPOSED ROOF RUNOFF & DRIVEWAY TO BE COLLECTED WITH CATCH BASINS ` DOWNSPOUTS. YARD DRAINS &STORM LINE AND BE DIRECTED TO THE Ew5T1NC Ex soR3s-a"SE WER LNe STORM SYSTEM ON -SITE AND THEN BE DIRECTED TO CREEK THROUGH EXISITNG EX. SDR35-61 " \ DRAINAGE SYSTEM. SIDEWALK TO SHEET FLOW THROUGH YARD, LANDSCAPING AND SEWER LINE EX SOL01 LID I# Tf" NATURAL VEGETATION/LAWN DIRECTING DRAINAGE AWAY FROM STRUCTURE. _ STORM BAST I '� F 9305280043, IS FOR ! Ex CB �� \ /�✓` I SCALE: 1" = 20' 20 0 2 '--EX. SSMH RIM= 173.93 FIND CONC. MOH. t=1 IE(N.S) 36-CHANNEL= 165.33 w/2" DOMED BRASS C DISK W/PUNCH IN CASE DOWN 0.60' / 1 ? I I EX CB RIM= 177.02 IE(N) 15"CONC= 173.32 Ci IE(S) 12"CONC= 173.57 I 20' ♦ t I +' + ai ' w E%. 6'W000 FENCE o, Ex. ELECTRIC BOX I I L J Ex. GTE BOX I ,0 N89'07'00 WN 120.00'* �° 184 1 I LLI > L EX. j:W0 D FENCE° _ 1p� _ -O-O- °- 30' I Q Dalm M EX. ASPHALT ♦ DRIVEWAY 3) AN EXISITNG MAINTENANCE AGREEMENT UNDER A.. N0. 8' tt5.X. SEWER L_28L rb--¢---- THE EXISTING DRIVEWAY STATES THAT BOTH LOTS I AND 2 ARE RESPONSIBLE Ex SOLID LID, �' ., PR P. DR7BMELL'- \\ CB RIM- 177.65 i STUB EL=173.'iOPlTwi`4 FOR THE COST OF MAINTENACE, OPERATION AND REPAIR AND/OR / OF OVERHANG RECONSTRUCTION OF THE DRIVEWAY.. IE(S) tYATER= 173.35' 1 40 /- Ft TO WATER= 173.35 A tC O 1) SILT FENCE, EROSION CONTROL AND ARMORED CONSTRUCTION ENTRANCE TO-, I'PO,° ��$' 40.5' / BE IN PLACE PRIOR TO CONSTRUCTION. PLACE AS NEED FOR PROPOSED EX.SOLDI LID Ex, STORM-warea--- o RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. EDMONDS STANDARD DETAIL cETErI'n0.1 STORM BASIN ELF �i 5) STOCKPILE(S) (TO BE COVERED WITHIN 24 HOURS) TO BE DISPERSED �yF r�N1i AROUND FOUNDATION. 6'�-\�41P 17.4' 1 rc 6) EX WATER METER l0 BE REPLACE WITH A 1" METER & 1.5' SERVICE I OR ;P LINE AND TRACER WIRE. (CONNECT TO CITY OF EDMONDS PUBLIC WATER _ EX SOLID LID, { I SYSTEM) - CS RIM= 178.48 - 7) INSTALL SEWER STUB & CONNECT TO EX. SEWER LINE (CITY) IE(N) 12-CPEP = 175.78 nA' IE(E) 4"CPEP = 176.58 8) GRADING QUANTITIES TOTAL CUT: 243 C.Y. FILL: 243 C.Y. _ LOT 2 HOUSE TRENCHES: CUT/FILL 227 CY. SP NO.: 5-22-90 tt.t' DRIVEWAY.CUT/FILL: 15 • C.Y. W I _ ml CRITICAL AREA: 0 CUT/77LL CY. AF NO.: 9305280043 9) EXISTING IMPERVIOUS AREA = 1.287 SF (ASPHALT DRIVEWAY) _ I fiJ 10) PROPOSED IMPERVIOUS AREA TOTAL=_drB`s3_SF �^F L�TI N ROOF; 3,073 SFftiell�r�4JJ�•E,ai..4F��a�9114�I�1 DRIVEWAY = 83B SI' 4 171i°1�K�11r O 5. WALKWAYS & PATIOS =.i61 .� 11) TOTAL NEW IMPERVIOUS AREA 28% OF TOTAL SITE Ifj • 21X ROOF/BUILDING • 07X HARDSCAPE �1�+� �l�j Ex. 1/2" R&C SMASHED 1.4 sV 12) FILTER SOCKS TO BE ADDED TO ANY CATCH BASIN DOW�%CH NSTREAM i 4/ N. 6.5' X W. 0.3' + FROM THE CONSTRUCTION SITE PER EDMONDS STANDARD DETAIL E1.3. G1 - 1°� OF CALL POSITION 0 13) THE CITY WILL NOT ALLOW VEHICLES TO BACK OUT ONTO 76TH AVE TPVa t � S� W, MUST USE THE TURN AROUND ON THE PROPOSED DRIVEWAY. rut 'rc,r�p e�� - 14) PROPOSED FOOTING DRAINS WILL DISCHARGE INTO A PROPOSED DRYWELL SYSTEM AS LOCATED ON THE SITE AND SIZED PER CITY SPECS. Typ �r<t SO N 15) ALL UTIL77ES MUST BE UNDERGROUND. 16) EXISTING SURFACE STORMWATER FROM EXIS77NG ACCESS DRIVEWAY N� ST�F9 yp �QFON,pG��t W DISCHARGES WESTERLY OFF PROPERTY INTO CATCH BASIN/STORM SYSTEM LOCATED ON ADJACENT PROPERTY ` ^.� o AS SHOWN DIN THE MAP. . f 49 17) PROPOSED LOT COVERAGE--.7 mowSF OR J,?t OF TOTAL SITE. (CODE FOR MAX LOT COVERAGE PER CITY 35X) W 2 U HEIGHT CALCULATIONS USING EX. SSMH RIM REF = 100 ADD 90.57 TO ACHEIVE NAVD88 BUILDING ELEVATION A= 95.81' B= 91.85' C= 88.97' D- 90.95' AVERAGE ORIGINAL GRADE 36758'/4= 91.895' ALLOWABLE BUILDING HEIGHT 91.895+(25' MAX. HEIGHT) - 116.895' PROPOSED BUILDING HEIGHTS FINISHED FLOOR = 92.39 TOP RIDGE= t 16.72' HEIGHT CALCULATIONS USING EX. SSMH RIM REF 190.57. NAVD88- BUILDINC ELEVATION A= 186.38' B= 182.42' C= 179.54' D= 181.52' AVERAGE ORIGINAL GRADE 729.86%4- 182.465' ALLOWABLE BUILDING HEIGHT 182.465+(25' MAX. HEIGHT) =2OZ 465' PROPOSED BUILDING HEIGHTS FINISHED FLOOR = 183.13 TOP RIDGE=207.446' 0ti PROP. VO. & SEWE9' CONNECTION STORM I AT SLOG. EL=179 4" SDR35 IOOF & 0 W 7P POP. STORM CONNECTK J T BLDG. EL-179 / I' COVER PROPOSED,10 PO CHEO f° SFR L _ _ y� l� a Ri1m LINES A 1 4' PV( Y STORM LINE O I P. -PROP.. G 0/Wd+ a Y6' _ 1 9 /I �: E% CB RIM- 182.77 f NC. ) 12"GOG. HANNEL= 180.27 CHANNEL- ! IE(S) 4"PVC= 182.27 I CL ' ! EX. TELEPHONE POLE 184 WITH 3* R TO DRIVEWAY i AILBOXES ; J. I ! PROP. CONSTRUCTION ZZ ! ENTRANCE, SEE OS 11�a^ ( o d>I STANDARD DETAIL I /NST>ELL637 " I REPLACE EX. WATER -' METER & SERVICE LINE tM4I-4-- I G6fAPLerC 1 p -- PROP. 1.5' ��'e, a� cr WATER LIN / ti 00' , N89'07'00"W 120.00'---7 EX. WWOOD FENCE 4'WOOD FENCE o PROP. CLEARING LIMITS OR DISTURBANCE CONSTRUCTION SEQUENCE NOTES LEGEND AT B FOUND CONCRETE MONUMENT RIC 1. SCHEDULE A PRE-CONSTRUCTION.MEETING WITH CITY ENGINEERING DIVISION O SET 1/2" REBAR/CAP #40524 NOTICE IS REQUIRED. (whit' W90- 410 FOUND 1/2" REBAR/CAP AS NOTED 425-771-0220. EXT 1326. TWO DAY (48 HR) 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES. W o UTILITY POLE 3. CALL FOR UTILITY LOCATES 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING 0-(UTILITY POLE WITH LUMINARE . 19 POWER METER DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. ® WATER METER 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS HYDRANT CITY ENGINEERING INSPECTOR. -ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL WATER VALVE MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CATCH BASIN CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL F4 SANITARY SEWER MANHOLE BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. '� GAS VALVE 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. ° GAS METER 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE = G - APPROX. GAS LINE LOCATION DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE - W - APPROX. WATER LINE LOCATION . IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE - APPROX. SANITARY SEWER LINE LOCATION STABILIZED PER ERO90N CONTROL NOTES BELOW) -oH- APPROX. OVERHEAD UTILITY LINE LOCATION 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE (M) MEASURED DIMENSION IMPROVE10. STAB�EZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF (P) PLAT DIMENSION (C) CALCULATED DIMENSION ENTIRE SITE. it. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. SHEET 11 I EX. WAL N ��:. P♦ 4 00 ♦e ii111D �"T'�tp 20. Z +�� �, wsl no11AlING EX CB RIM= 190.42 IE(N) 12"CONC= 188.17 NIE(E) 4"CPEP= 188.47 IE(S) 72"CONC= 188.22 -T SITE SM A EX. SSMH RIM= 190.57 p` I IE(N,S) 36"CHANNEL= 181.57 ! RIM REF 100 oas K & M HOME CONSTRUCTION FND CONC. MON. W/ ATTN.: KEVIN MAVIS 1 3/4" DOMED BRASS P.O: BOX 2019 DISK W/ "X" IN CASE SNOHOMISH. WA. 98291 DOWN 0.50' / PHONE: 425-344-6865 SITE, UTILITY, AND DRAINAGE PLAN FOR K&M HOME CONSTRUCTION, LLC IN THE NE 114. SE 114 OF SECTION 7,- T.27N., R.4E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON c�gc M Pr D O O C iD o ag g0 ID 0 Cr Z M W O O C (a 15 = = A a O 0) am °1 -ftCnZ O 5g°�a oC) co to A d c xr TD d U) C • TO InCr y C n N TD T+ xr a xo rll 0 co i A LM ct} a�C %I S >y Ybtanned BUILDING DEPARTMENT C1TY OF EDMONDS JOB NO. 2014-124 4 K & M HOME CONSTRUCTION ATTN.: KEVIN MAVIS P.O. BOX 2019 SNOHOMISH, WA. 98291 PHONE: 425-344-6865 BENCHMARK: CASED, 2" BRASS DISK /N CONCRETE. LOCATED 2' EAST OF CENTERLINE STRIPE IN 76TH AVENUE WEST. 40' OF SOUTH EDGE OF CONCRETE DRIVEWAY LINE TO HOUSE 117126. DESIGNATION: SC38 OB ID# 20254, DATUM EL: 173.857' (NAVD88) TBM: SSMH RIM LOCATED S.E. OF SITE, ELEV 190.57 & REF: 100,, & TACK LOCATED ACROSS THE STREET FROM EXISTING WATER METER ON -SITE. ELEV= 186.77. NOTES: 1) FILTER SOCKS TO BE ADDED TO ANY CATCH BASIN DOWNSTREAM FROM THE CONSTRUCTION SITE PER EDMONDS STANDARD DETAIL E1.3. 2) SILT FENCE, EROSION CONTROL AND ARMORED CONSTRUCTION ENTRANCE TO BE IN PLACE PRIOR TO CONSTRUCTION. PLACE AS NEED FOR PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. EDMONDS STANDARD DETAIL E1.1 3) STOCKPILE(S) (TO BE COVERED WITHIN 24 HOURS) TO BE DISPERSED AROUND FOUNDATION. 4) GRADING OUANTITIES: TOTAL CUP 243 C.Y. FILL: 243 CY. HOUSE TRENCHES: CUT/FILL 217 C.Y. DRIVEWAY.. CUT/FILL: 15 C.Y. CRITICAL AREA: D CUT/FILL C.Y. 5) EXISTING IMPERVIOUS AREA = 1,287 SF (ASPHALT DRIVEWAY ) 6) PROPOSED IMPERVIOUS AREA TOTAL = 4,054 SF ROOF = 3,073 SF DRIVEWAY = 830 SF WALKWAYS & PATIOS = 151 SF 7) TOTAL NEW IMPERVIOUS AREA = 28X OF TOTAL SITE • 21X ROOF/BUILDING • 07X HARDSCAPE ( MAX LOT COVERAGE PER CITY 35Z ) 8) CLEARING LIMIT AREA = 0.19 ACRES OR 587.. OF THE PROJECT SITE AS SHOWN ON THE MAP. 9) FILTER SOCKS TO BE ADDED TO ANY CATCH BASIN DOWNSTREAM FROM THE CONSTRUCTION SITE PER EDMONDS STANDARD DETAIL EI.3. STABILIZED CONSTRUCTION ACCESS SuBa¢ED AO= 94ALL BE USED W AL 4'W OF THE SITE RIIH VEHICLE TWM AND PAWK FILTER FENCE TER rAm.ATERw f0 NOT so" use STAPLES OR ONE R.cs TO ATTACH rABW iO wNE WM 700= OR PAC-APRR0IFD EOM ra rtMa Postt//I E T x HIgr am FABK CH f-49 (. (OPTIOIX-PER sTE caamM) BOTTOM OF FLIP FATER FABRIC WTERAL SAOWU RBM MATAC SO NA,�AL OR GRAVEL BAOWU « TNT JIM: AMMI BODMNSI ES OF FENCE r.em OM TIE SU6ACE SILT FENCE BAER UP THE SLOPE AT THE END OF RUM. SYMBOL: M JOB NO. 2014-124 DATE: 12130114 SHEET PORTION OF SE 1/4 OF SEC 7, TWP 27N, RGE 4E, WM Ex. 4'WIRE FENCE iit + it?I iiN 0 N Spt\P�'j LOT 2 SP NO.: S-22-90 AF NO.: 9305280043 Ty�F N,o S,r�FAvi I FIGURE i CPOSS-SECTION of TI'?ICAL DETENTION SrSTEM CATEGOR'l 1 SMALL SITE PPOUECTS 130.•R S'1N A IKK•1 WwYI' A lS IRiIOFF ___.._-..�1rtn19 Ja[C — vs[ I - T' Arry A +.►i I FIGURE DE"AIL OF CONTP.DL CATCH 3.451N . �. L-w L P P� I INSTALL PROP SILT FENCE F Ot 1.1 I O o ? EL J W Z V Ex. 6'W0OD FENCE �� N89-07'00"� 120.00' FX- 3'WOOD FFE I 20' i � ' LAJ Ld 3vd I c1 IL - �- I PROP. CONSTiUCT10N C Q�T p I ENTRANCE, SEE EDMONDS 4IiS ,b q'� STANDARD DETAIL EI.2 o i o o ` 52' a / '2' i a• z lATO 4 /s i d /. _' r �� �aa 20, ACCESS h UTILT)ES (- 180— EASEMENT A.F.N. 9305280043+ �a / r `d EX ASPHALT - d DRIVEWAYS /-'FX. SEWER .--,,STUB EL=17a2 T - - 40.5' " c / ,atisou }r l / / t —PROF.' 40NC IW4f a I / !a .1-. > 10 1N 1 / N89'07'00"W 0J pN ��t W EX. WWOOD FENCE I 5� ?Oo'p �l EX. 4'w00D FENCE ONQEtOP PROP. CLEARING LIMITS . OR DISTURBANCE LEGEND & FOUND CONCRETE MONUMENT 0 SET 1/2- REBAR/CAP #40524 • FOUND 1/2" REBAR/CAP AS NOTED o UTILITY POLE 0-i UTILITY POLE WITH LUMINARE 11 POWER METER B1 WATER METER 9- HYDRANT WATER VALVE *s CATCH BASIN SANITARY SEWER MANHOLE o GAS VALVE a GAS METER G - APPROX. GAS LINE LOCATION - W - APPROX. WATER LINE LOCATION APPROX. SANITARY SEWER LINE LOCATION -OH- APPROX.. OVERHEAD UTILITY LINE LOCATION (M) MEASURED DIMENSION (P) PLAT DIMENSION . (C) CALCULATED DIMENSION —x— PROPOSED SILT FENCE x N 4 WALL w L ._ SITE BM as EX. SSMH RIM= 190.570 \ K:#P20' IIE(N,S) 36-CHANNEL= 181.57 0?;?RIM REF = 100 zw1 OWNER/GO4' ACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DWIAGE I SCALE:. 1" = 20' 20 D 20 TESC AND GRADING PLAN KBLM HOME CONSTRUCTION, LLC IN THE NE 114; SE 114 OF SECTION 7, T.27N., R.4E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON 41FAR JAN 0 2 2015 WILDING DEPARTMENT CITY OF EDMONDS