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pre20100008-PreApp-Post Office Site-E1 with notes.pdf-�aietv►n� ale Cgf� - '0 EDa., d-1- ENGINEERING DEVELOPMENT CHECKLIST ENGINEERING DIVISION PROPERTY NAME Post Office Site Development PROJECT[' ADDRESS 201 Main Street - Post Office Site TYPE OF CONSTRUCTION Phase 1 of 2 phase mixed use building DEVELOPER/APPLICANT Doug Spee — dkspee a,g inail.com PRE-APP DATE June 3, 2010, 1:30pm ENGINEERING REPRESENTATIVE Jeanie McConnell The following checklist is a reference to assist in preparing engineering drawings for a more complete building permit application. Additional information or review comments may be precipitated during the review of the application. 0 Complete Civil drawings • City of Edmonds Standard Details and Edmonds Community Development Code (ECDC) are available online at www.ei.edmonds.wa.us • Provide construction sequence and general notes — sample language attached. [®] Drainage report • Drainage system shall be designed in accordance with ECDC 18.30 Storm Water Management and Exhibit "A" Stonmwater Supplement. See comments under Storm Drainage below. [®] Traffic Impact Analysis • Refer to and follow the requirements outlined in the ECDC 18.82 and handout E82. [E] TOPGRAPHIC DRAWING • Existing and proposed contours (2' or 5' intervals) • Grading plan and quantities of cut and fill. Include quantities for building foundation and provide bottom of footing elevations. [®] STORM DRAINAGE • Chapter 18.30 ECDC Stormwater Management and Exhibit "A" Stormwater Supplement became effective June 1, 2010. The Code and Supplement are available on the City website — www.ci.edmonds.wa.us — choose the City Government drop down; City Departments; Public Works; Engineering Division and then click on Stormwater Management. • County records indicate project site is 0.83 acre + 0.17 acre =1 acre, which under new storm regulations is considered to be a Large Site Project (Supplement 4.0). Large Site Projects are required to comply with 2005 Department of Ecology Regulations. The Stormwater Site Plan shall include the submittal requirements in the handout, reflect consideration of site planning and design measures intended to reduce project impact on storinwater quality and quantity, and must consider the use of LID approaches. S:IENGRIADDRESS_FILESIAIphalMain_St 2021PRE20100008-Post Office Sftelpre20100008-PreApp-Post office Site-E1.doc Page 1 of 10 Revised 611/10 • Low Impact Development: Large Site Projects are required to consider the use of LID techniques and document the decision -snaking processes used to select their application (Supplement 3.0) • 201 Main Street property falls within the Puget Sound Piped watershed. This property could potentially receive a waiver from detention requirements and be pennitted to direct discharge to the sound. A downstream analysis will be required. Please refer to all requirements stated in the 2005 DOE Manual and Chapter 4 of the Supplement. City storm system on Bell Street directly discharges at the Bell Street outfall. City storm system on Main Street discharges through the Dayton Street outfall which is affected by tidal influence. • If a detention system is constructed: ✓ Include control structure detail ✓ Manholes- flat top not concentric ✓ Ladders- polypropylene not galvanized ✓ System profile • Structural drawings and calculations for concrete vaults (Will be seat out for peer review. Cost shall be pass through) • Footing drains, if required per the Building Code or by the Geo-Tech shall connect to outfall of detention system. • Catch basins located in underground parking shall have oil water separator and shall connect to the building sewer line. • Provide RIM and invert elevations for all existing and proposed storm structures. • Storm Development Charge — calculation is based upon impervious surface area. • Department of Ecology (DOE) — Construction Storrwater General Pen -nit "Notice of Intent" (NOI) for sites with the potential to disturb one or more acres of land. If needed the construction site operator must contact DOE and apply for a permit 60 days prior to discharging stormwater. A handout is available at the counter. • Department of Ecology (DOE) — Industrial Stormwater General Permit "Notice of Intent" (NOI) for sites with the potential to add pollution to surface waters from industrial activities. Needs to contact DOE and determine if the permit is required. A brochure is available at the counter. • Jerry Shuster is the City's Stormwater Engineer Program Manager. Jerry can be reached by a -mail at shuster(a ci.edmonds.wa.us or by phone at 425.771.0220 x1323. (®] SITE ACCESS ® Existing — Refer to ECDC citation below. The proposed access on 2" d Ave N, for the Phase 1 development, appears to be consistent with ECDC 18.80.060 — exception from alley access if applicant demonstrates by substantial evidence that "Access can be provided from an existing or relocated driveway or curb cut in a manner which preseives or enhances street parking". ® Downtown business area ✓ Alley access required ✓ ECDC 18.80.060 Driveway and curb cut requirements: Downtown Business Area — Vehicular access shall be provided from alleyways for all on -site parking whenever it is practically and reasonably available. No curb cut shall be approved where there is vehicular access to a lot in the downtown area from an existing alleyway unless the applicant demonstrates by substantial evidence that: a. One of the following conditions exist: i No alleyway exists which would provide reasonable vehicular access to the subject property; or ii Access from an existing alleyway would substantially impair reasonable access to an abutting public street or utility because of circumstances related to site size, topography or orientation; or S:IENGRIADDRESS_FILES1AIphalMain_St-2021PRE20100008-Post Office Sb\pre20100008-PreApp-Post Office Site-Etdoc Page 2 of 10 Revised 6/1/10 iii Access can be provided from an existing or relocated driveway or curb cut in a manner which preserves or enhances street parking; or iv Providing access from a point other than the alley would promote traffic safety, or otherwise better promote the puiposes of the transportation element of the comprehensive plan. ® Driveway Approach - Access Width ✓ 30' standard width for commercial ✓ 24' minimum for 2-way traffic ® Access Road ✓ 12% max slope, waiver up to 15% per ECDC ✓ Cross slope: 4% max • Driveway/Access Slope ✓ 141/o max slope, waiver up to 20% per ECDC ✓ 6% landing area for the first 20'. [®] FRONTAGE IMPROVEMENTS ® Existing e Remove and replace existing sidewalk, curb & gutter currently failing or damaged during the course of construction, per City standards and as required per City inspector • Remove and replace curb ramps along frontage of property to bring into ADA compliance. Truncated domes are required at all street intersections. ® Curb and Gutter ® Standard ❑ Major arterial: 24" ❑ All other roads: 18" ® High traffic load gutter and commercial type radii ✓ When alley is used as access ✓ 10 vehicles or more (outside of downtown business area) ® Sidewalks 0 RM, B, C: 7-10' wide Tree cutouts shall be 3' x 3', placed at the curb side and have approved ADA grates. ® Thickness of sidewalks shall be 5-1/2". Thickness at driveway approach shall be 6". Specify type of curb ramps to be used and reference City of Edmonds standard details. Include standard detail with plan set. w Truncated domes are required on all curb ramps at intersections. ® Alleys Pave or overlay full width adjacent to property. Limits of paving will vary depending upon location of site to nearest cross street. [FA] PARKING LOTS/PARKING GARAGES/OPEN PARKING AREAS Site distance triangle requirements ✓ Buildings - provide a site window or clear area to insure line -of -sight. ✓ Landscaping near entrances shall be restricted to 3' in mature height to ensure adequate sight distance. S:IENGR1ADDRESS_FILESUAlphaWaip_St-2021PRE20100008-Post Office Sitelpre20100008-PreApp-Post Office Site-Et.doc Page 3 of 10 Revised 611110 ✓ A loading dock is proposed for the Post Office adjacent to the driveway for the parking garage. Loading dock area shall be long enough to allow a truck to park without creating a sight distance concern for cars exiting the parking garage. ✓ Curb to be painted yellow for a minimum distance of 5' on both sides of the driveway. ® Below ground — Parking garage ✓ Oil/water separator - connect to sanitary sewer. Storm water runoff not to tie into sewer. ✓ Drive aisles for 2-way traffic shall be 24 feet wide. ✓ Drive aisles for 1-way traffic shall be a minimum of 12 feet wide. ✓ Please refer to Fig 18.1, found in Title 18 of the ECDC for additional parking lot layout requirements specific to angled parking. ✓ Must be able to show/demonstrate all required full size (8.5' x 16.5') parking can be obtained within the aggregate parking area. If this can be demonstrated the ECDC will allow for up to 50% of the stalls to be reduced width (8' x 16.5'). ✓ Parking layout between columns can be measured from the center to center of the column but the inside dimension (face to face of column) shall at no time be less than 8' wide. ✓ Changes in column location/size will require a new parking plan layout and approval prior to issuance of the building permit to insure all required full width stalls can be met. ✓ Driveway slope shall be a maximum of 6% for the first 20' and 14% thereafter. ✓ Review structural and mechanical plans to insure columns and mechanical structures do not impact parking numbers and size. ✓ Show sliding gates on civil and architectural plans. Gates shall not impact parking stall widths ✓ Sight windows or other structural clearances at the parking entrance shall be provided to insure proper sight distance clearances [©l ELECTRICAL POWER SOURCE ® Show location of pad mounted transformer, to be located on private property. Underground Wiring Requirements [�] SHORING PLAN (if applicable) a Plan Soil nailing not permitted in right-of-way. ® Indicate erosion control measures to insure soil stability. Provide calculations May be sent out for peer review. Cost shall be pass through. [�l RETAINING WALLS/MODULAR BLOCK WALLS ® Follow handout B-62 Provide drawings and calculations (If semi out far peer reviefv, cost shall be pass through). [®] WATER SERVICE ® City of Edmonds Customer • Water Connection Fee will be required for new services. • Cross Connection Control, City contact: Linda McMurphy — 425.771.0235 S:IENGRIADDRESS_FILES1AIpha\Main St-2021PRE20100008-Post Office Sitelpre20100008-PreApp-Post Office Site-E1.doc Page 4 of 10 Revised 6/1110 Domestic ✓ RPBA mid hot box required. ✓ Domestic lines shall not be used for both domestic and fire sprinkler protection unless approved by the Fire Department, Public Works and Engineering. ✓ Backside of water meter to be located at property line. Irrigation ✓ Show separate irrigation meter. ✓ Show location of backflow assembly on private property inunediately after the meter. ✓ Irrigation Sprinkler Permit to be obtained from Public Works. Contact Linda McMurphy at 425-771-023 5. Fire Protection -- When Required by Building Division and Fire Department. Separate Fire Connection permit required; to be submitted with Building Permit application and/or civils. ® Commerical — lines 4" or larger • Double check detector valve assembly (DCDA) required per City standards. ✓ Assembly shall not be placed in City right-of-way but shall be installed on private property within 10' of the property line. See Edmonds Standard Detail E7.20 ✓ For properties with zero lot line, assembly shall be placed interior wall immediately adjacent to the property line and on the side where the water main is located. TRPL Remote reader shall be placed on the exterior wall in this situation. See Standard Detail E7.19 ✓ Inside installation of DCDA shall not impede any parking. ✓ Outside installation shall be in a vault per City Standards. • Vault ✓ Lid shall berated H-30 in paved areas and I-i-10 in Iandscaped areas. ✓ Lid shall be L.W. Hatch type D with built in storm gutter and drain. ✓ Refer to City standard details E7.8 and E7.8.1 • Post Indicator Valve (P.I.V.) and Fire Department Connection (F.D.C) ✓ Shall be placed on private property. ✓ If at all possible they shall be free standing. ✓ Minimum clearances shall be 3' radius. ✓ F.D.0 shall be 4" diameter, have a 22.5* bend at the end with a 4"stom adapter. • Fire Line connection requires installation of valve cluster for service connections to City system, per Edmonds Standard Details E7.18, E7.19 and E7.20. • Fire Hydrant ✓ Hydrant will be required if maximum spacing between hydrants exceeds 150' radius or furthest structure is >150' from existing hydrant. ✓ 4" storz adapter required. [NJ SANITARY SEWER ® City of Edmonds Customer • Cleanouts: required at property line, at edge of easement and at the end of the run. Locking CI lamphole covers shall be installed at property line and when located in hard surfaces. Cleanouts shall be placed a maximum of 100' apart when the lateral length exceeds 100 feet. S:IENGRWDDRESS_FILESIAIphaNain_St-2021PRE20100008-Post Office Sitelpre20100008-PreApp-Post Office Site-E1.doc Page 5 of 10 Revised 611110 [Z] RECYCLE/TRASH ENCLOSURE City Contact: Recycling Coordinator Steve Fisher — 425.771.0235 ® Refer to Handout E37. ® Gate shall be full swing, concrete pad required. Enclosure to be accessible by garbage hauler. As proposed, trash room on alley does not meet minimum requirements. NO UTILITIES (I.E. GAS METERS, POWER, ETC) SHALL BE PLACED WITHIN THE [®] EROSION CONTROL ® Erosion and discharge of sediments and other pollutants into receiving waters during construction shall be prevented. ® Developer is responsible for implementation and maintenance of erosion control measures. a ESC standard details shall be placed on drawing. [❑] STAGING/LAYDOWN AREA ® Show location of job site fencing, job trailer, materials storage, etc. [; ] TRAFFIC CONTROL PLAN and HAUL ROUTE PLAN [®] DISRUPTION FEES. 0 Disruption fees will be assessed when any activity occupies or closes parking spaces/lanes or other paved areas, sidewalks, or alley for more than 72 hours. ✓ Sidewalk ✓ Parking spaces ✓ Alley [❑] FIGHT -OF -WAY CONSTRUCTION PERMIT A right-of-way construction permit is required for all work within the City right-of-way. o Street disruption fees may apply if street has been overlaid within the last 5 years. Contractor is required to have an active state contractors license as well as City business license. [®] COST ESTIMATE, BONDING and 2.2% Inspection Fee; ® Provide an itemized estimate for both on -site and off -site (right-of-way) improvements, including traffic control. The amount of the bond will be based on 120% of the City approved estimate for the off site improvements. ® The 2.2% inspection fee is based on 120% of the City approved estimate for the entire project improvements. [❑] OTHER gyp— ❑ Easements ❑ Right-of-way dedications 4�( Q NOTES: Storm, Water and Sewer maps are provided as a graphical representation of existing utilities. Actual utility locations are to be verified by the owner/applicant. S:IENGRtADDRESS_FILESIAIphaNain_St-2021PRE20100008-Post Office Sitelpre20100008-PreApp-Post Office Site-Etdoc Page 6 of 10 Revised 6/1/10 SAMPLE GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT S:IENGRIADDRESS_FILES1AlphalMain_St 2021PRE20100008-Post Office SMpre20100008-PreApp-Post Office Site-E1.doc Page 7 of 10 Revised 611110 (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST S.IENGRLADDRESS_FILESWIphalMain_St 2021PRE20100008-Post Office Sitelpre20100008-PreApp-Post Office Site-E1.doc Page 8 of 10 Revised 611110 LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. S.IENGR%%DRESS--FILES1AIphaWain_St-2021PRE20100008-Post Office Sitelpre20100008-PreApp-Past Ofce Site-E1.doc Page 9 of 10 Revised 611110 SAMPLE CONSTRUCTION S UENCE NOTES 1. SCHEDULE A PRE-CONSTRUCITON MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. 2. REVIEW ESC NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL ESC MEASURES AND MAINTAIN DUST CONTROL. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. (ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.) 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 7. DEMOLISH EXISTING STRUCTURES 8. CLEAR, GRUB & ROUGH GRADE REMAINDER OF SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS. 13. STABILIZE AND REVEGETATE ENTIRE SITE. 14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. EROSION CONTROL FEATURES CAN BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. S.IENGRIAI)DRESS—FILES1AiphaWain_St-2021PRE20100008-Past Office Sitelpre20100008-PreApp-Post Office Site-E1.doc Page 10 of 10 Revised 6/1/10 l,7-79 1 /17-70 7-82 � , 7-64 / A7-8Q7-93 f , = 7-61 -_ - 7 92 17-62 7-34. r _ A7-66 136 7-6Q - { 7-63 7-S 5 7 3G 7-66 i - 7-87A:;_ 7-57 e 7-5 J 7-37 -,7w3 l' �\\ h7-55C� r(C}56 r 59 ti ■ 7 7-123 -354 7-337 7-ISI 7111 T 7.367 ■ 7-368 7-369 Joy 7-a 7 73., 7-17 �-12 ? f3 7 7-C9 .7-cs 77- 771 d' 7 1770 7, 71 IV 7 /0 -1-34 7-53 7-129 200 200 1 22 ios 104 28 146 127 1 112 110 Iz 141 727 Z7 7-3927-262 —7-222 7- -A-- 7-.3, 7-263 7.� P, 24 7,42 9 40 Cl) 110 A 274 222 --- 220 -370 2111 223 291 224 2a9 232 ` 225 F—J —po 229 228 1p 2.19 > a__217_j- — < 2391 "33 2112 1 F", �13" T �7-87 LI. 2471.tr Sob 314 250 I. 316 323 j 22 317, 7w 49 370 263] — 324. 2,; -260 124S -ANJ 328 spa j 2 3 7& 27 jis 424 2 325 75 04 7.50 $40 409 512 Snohomish County Online Property Information Pagc 1 of 1 nohonlish County Online Pro } (0 IR L Information isclaimer: nohomish County disclaims any warranty of merchantability or warranty of tness of this data for any particular purpose, either express or implied. No ,presentation or warranty is made concerning the accuracy, currency, ompleteness or quality of data depicted. Any user of this data assumes all )sponsibility for use thereof, and further agrees to hold Snohomish County armless from and against any damage, loss, or liability arising from any se of this data. ted on: 6/2/2010 Legend Highlighted Feature Street Names Cities Unk-I'Darrx-m al C•2 a:1:y lac;r aratej city Tax Parcels Rural 6Siles TwwrishiplRangs Grid Section Grid Uajarwaterbadies y Days + Fhds jiI 31.1 Lake az _7ni l-Midsurrea 8y.1hadyci varier HWt—M.3ri ne {(SY++JM S3nd ar g rao=1 itt •a pan water SLIM n I —I Airports http://gis. snoco.org/servleticom. esri.esrimap.Esrimap?S erviceNaine=Overview&ClientVers... 6/2/2010 Page 1 of 2 SnohomishOnline Govertunent Information & Services County4* Washington Property Account Summary Parcel Number 100434400700800 1 Property Address 1201 MAIN ST , EDMONDS, WA 98020-9997 Parties - For than es use 'Other Property Data' menu Role Percen Name Mailing Address Taxpayer 1001 EDMONDS 2020 LLC 1307 BELL ST, EDMONDS, WA 98020 United States Owner 1 1001 EDMONDS 2020 LLC 307 BELL ST, EDMONDS, WA 98020 United States General Information Property Description EDMONDS PLAT OF BLK 007 D-00-LOTS 8 9 10 11 & 12 Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 00210 Propertv Characteristics Use Code 673 Postal Services Unit of Measure I Acre(s) Size (gross) 0.83 Related Properties No Values Found ,Active Exemptions No Exemptions Found No Taxes Owed at this Time. No Charges are currently due. No Charge Amounts can be reported because no taxes are due for the year this application is processing. No Charge Amounts are due for this property. If you believe this Is incorrect, please contact a Property Support Specialist. Statement of Payable/Paid For Tax Year: 2010 Distribution of Current Taxes District Rate Amount CITY OF EDMONDS 0.130750 309.88 CITY OF EDMONDS 1.849008 4,382.15 EDMONDS SCHOOL DISTRICT NO 15 3.421641 8,109.29 PORT OF EDMONDS 0.097886 231.99 SNOHOMISH COUNTY-CNT 0.782343 1,854.15 SNOISLE REGIONAL LIBRARY 0.400000 948.00 STATE 1.992514 4,722.26 STEVENS MEMORIAL HOSPITAL 0.093862 222.45 STEVENS MEMORIAL HOSPITAL 0.085975 203.76 TOTALS 8.853980 20,983.93 [Pending Pro ert Values Pending Tax Year Market Land Value Market Improvement Value Market Total Value Current Use Land Value Current Use Improvemen Current Use Total Value 20111 1,764,0001 274,0001 2,038,0001 01 01 0 Propertv Values Value Type Tax Year 2010 Tax Year 2009 Tax Year 2008 Tax Year 2007 Tax Year 2006 Taxable Value Regular 2,370,000 2,495,500 2,350,800 2,042,200 1,928,300 Exemption Amount Regular Market Total 2,370,000 2,495,500 2,350,800 2,042,200 1,928,300 Assessed Value 2,370,000 2,495,500 2,350,800 2,042,200 1,928,300 Market Land 2,095,8001 2,312,6001 12,168,0001 1,878,0001 1,769,400 Market Improvement 774 7001 182,9001 182,8001 164,2001 158,900 Personal Property https://www.slioco.org/proptax/(42oifm55iOkwuli4515ys55vn)/search.aspx?parcel iiumber... 6/2/2010 Page 2 of 2 Reat Pro ert Structures Description _ _ Type I Year Built More Information EDMONDS POST OFFICE lCommercial I 1961 View Detailed Structure Information Pro ert Saes since 7 31/t999 Transfer Date Receipt Date Sales Price Excise Number Deed Type Grantor (Seller) Grantee (Buyer) Other Parcels 3/29/2010 3/31/2010 1 $2,835,000 228132 1W I PORTERFIELD DEVELOPMENT LLC I EDMONDS 2020 LLC I Yes JPropertV maps Neighborhood Code ITownship IRange Section lQuarter IParcel Map 5601000 127 103 123 ISE jVlew parcel maps for this Township/Range/Section Receipts Date Receipt No. Amount Applied 04/28/2010 13: 54 5580317 20,983.93 04/27/2009 10:40 5003494 20,447.13 04/07/2008 14:55 4391028 18,814.66 04/27/2007 10:42 4034286 18,316.64 03/30/2006 13:34 3349684 19,564.86 04/26/2005 14:40 2892939 17,943.5 Events Effective Datel Entry Date -Time Type Remarks 03/29/2010 04/07/2010 10:59 Owner Added Property Transfer Filing No.: 228132 03/29/2010 by sasset 03/29/2010 04/07/2010 Property Assigned To Property Assigned to Transfer/Sale. Filing No.: 228132, Statutory Warranty Deed by 10:59 Transfer/Sale sasset 03/29/2010 04/07/2010 10.59 Owner Terminated Property Transfer Filing No.: 228132 03/29/2010 by sasset 03/29/2010 04/02/2010 Taxpayer Changed Property Transfer Filing No.: 228132 03/29/2010 by strgss 09:08 03/29/2010 03/31/2010 Excise Processed Property Transfer Filing No.: 228132, Statutory Warranty Deed 03/29/2010 by strgss 13:12 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.3761.18494 http s : //www. sno co . org/pro ptaxl(42o ifiii5 5 i0kwuli4515y s5 5 vn)/s earel-i. aspx?parcel_nu inb er... 6/2/2010 Snohomish County 01-dine Property Infoimation Page 1 of 1 Snohomish County' Online Pro 0 00 IM Information Disclaimer: Snohomish County disclaims any warranty of merchantability or warranty of fitness of this data for any particular purpose, either express or implied. No representation or warranty is made concerning the accuracy, currency, completeness or quality of data depicted. Any user of this data assumes all responsibility for use thereof, and further agrees to hold Snohomish County harmless from and against any damage, loss, or liability arising from any use of this data. rinted on: 6/2/2010 Legerid Highlighted Feature Street Flames Cities un:nca rpralr:d ca uniy Cdy j" Tax Parcels Rural Miles TawnshipMange Grid Section Grid ri€a1fl r Ovate rho d ie s rlags F i37s ;tida[j Lain arpand Land uurraund•md ayaindyaf 'Nndar !dart _'nxinafc!Aunn Nand >rgrm'-) in span water Sim_ans Airports littp:Hgis. snoco.org/servlet/com.esri.esrimap.Esrimap?SeiviceNaiiie=Overview&ClientVers... 6/2/2010 Page 1 of 2 nohomishOnlino Government Information& Services County4* Washington Property Account Sure-imary Parcel Number 100434400700700 1 Property Address JUNKNOWN UNKNOWN, UNKNOWN, Property Characteristics Use Code 461 Automobile Parking (Lot) Unit of Measure I Acre(s) Size (gross) 10.17 Related Properties No Values Found Active Exemptions No Exemptions Found No Taxes Owed at this Time. No Charges are currently due. No Charge Amounts can be reported because no taxes are due for the year this application is processing. No Charge Amounts are due for this property. If you believe this is Incorrect, please contact a Property Support Specialist. Statement of Payable/Paid For Tax Year: 12010 Distribution of Current Taxes District Rate Amoun CITY OF EDMONDS 0.130750 61.86 CITY OF EDMONDS 1.849008 874.77 EDMONDS SCHOOL DISTRICT NO 15 3.421641 1,618.78 PORT OF EDMONDS 0.097886 46.31 SNOHOMISH COUNTY-CNT 0.782343 370.13 SNOISLE REGIONAL LIBRARY 0.4000001 189.24 STATE 1.992514 942.66 STEVENS MEMORIAL HOSPITAL 0.093862 44.41 STEVENS MEMORIAL HOSPITAL 0.085975 40.66 TOTALS 8.853980 4,188.82 Fie: ndin Pro er Values Pending Tax Year Market Land Valuel Market Improvement Valuel Market Total Valuel Current Use Land Value Current Use improvemen4 Current Use Total Value 20111 396,0001 5,1001 401,100 01 0 0 Pro2erty Values Value Type Tax Year 2010 Tax Year 2009 Tax Year 2008 Tax Yearl 20071 Tax Year 2006 Taxable Value Regular 473,100 501,900 473,100 364,6001 364,600 Exemption Amount Regular Market Total 473,100 501,900 473,100 364,600 364,600 Assessed Value 473,100 501,900 473,100 364,600 364,600 Market Land 468,000 496,800 468,000 360,000 360,000 Market Improvement 5,100 5,100 5,1001 4,600 4,600 Personal Property https://www.snoco.org/proptax/(ouvrzz5501ofek453coxsf55)/search.aspx?parcel number=0... 6/2/2010 Page 2 of 2 20088.003516 20071 8.969075 Real Property Structures Description Type Year BuiltMore Information [Property Sales since 7 3Z 1999 Transfer Date Receipt Date Sales Price Excise Number IDeed Type Grantor (Seller lGrantee (Buyer) 10ther Parcels 3/29/2010 3/31/2010 1 $2,835,000 228132 1W I PORTERFIELD DEVELOPMENT LLC JEDMONDS 2020 LLC I Yes Nelah�d Code ITownship IRange [Section [Quarter jParcel Map I 5601000 23 Receipts Date Receipt No. Amount Applied 04/28/2010 13:54 5580317 4,188.82 04/27/2009 10:40 5003494 4,112.37 04/07/2008 14: 55 4391028 3,786.46 04/27/2007 10:42 4034286 3,270.12 03/30/2006 13:34 3349684 3,699.29 04/26/2005 14:40 2892989 3,207.46 Events Effective Date Entry Date -Time ITYpe Remarks 03/29/2010 04/07/2010 Owner Added Property Transfer Filing No.: 228132 03/29/2010 by sasset 10:59 04/07/2010 Property Assigned To Property Assigned to Transfer/Sale. Filing No.: 228132, Statutory Warranty Deed by 03/29/2010 10:59 Transfer/Sale sasset 03/29/2010 04/07/2010 Owner Terminated Property Transfer Filing No.: 228132 03/29/2010 by sasset 10:59 03/29/2010 04/02/2010 Taxpayer Changed Property Transfer Filing No.: 228132 03/29/2010 by strgss 09:08 03/29/2010 03/31/2010 Excise Processed Property Transfer Filing No.: 228132, Statutory Warranty Deed 03/29/2010 by strgss 13:12 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.3761.18494 littps://www. snoco.org/Proptaxl(ouvrzz5501ofck453 coxsf55)/search.aspx?parcel_number=0... 6/2/2010