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Robinhood_Lanes-PreApp-Engr-comments.pdfENGINEERINGRE, PRESENTATIVE —,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. [Q Complete Civil drawings * City of Edmonds Standard Details and Edmonds Conmiunity Development Code (ECDC) are available online at Nvww.ediIi()11dswa.., * Provide construction sequence and general notes -- sample language attached. Drainage system shall be designed in accordance with ECDC 18.30 Storm Water Management and Exhibit "A"' Stormwater Supplement. See comments tinder Storin Drainage below, Refer to and follow the requirements outlined in the ECDC 18.82 and handout E82. 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. [01 STORM DRAINAGE * Chapter 18.30 ECDC Stormwater Management and Exhibit "A" Stonriwater Supplement became effective June 1, 2010. The Code and Supplement are available on the City website – L, _V0a �mnon�' ok, g t_�pj! b I i c, ­ wo rk s ­ h o III e / u 11 i I i t i ,s/store wafi 1, 11 t III I ......... . . — * The subject development site is over I acre and is therefore considered to be Large Site Project (Supplement 4.0). Large Site Projects are required to comply with 2005 Department of Ecology regulations. The Storm -water 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. &T NGWDDRE SS—F 1LESWpha)Edmonds_Way-980 1 Vpre20110OUpre20110023-Robin hood—Lanes—Redevelopment-E I.doc Page] OB Revised 611110 * Low Impact Development: Large Site Projects are required to consider the use of LID techniques and document the decision-making processes used to select their application (Supplement 3.0) * The use of Low Impact Development techniques are strongly encouraged. Please consider the use of pervious pavements, rain gardens, etc, with your site development, * If a detention system is constructed: ,/ Include control structure detail V Manholes- flat top not concentric V Ladders- polypropylene not galvanized V System profile * The stormwater management system for the subject development shall be designed by a, licensed engineer. * Impervious surface calculation chart shall be provided on the drainage plan. A copy of this chart can be found within City handout E72. * Structural drawings and calculations for concrete vaults (Will be sent outforpeer revielv. 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. * 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 Stormwater General Permit "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 stori-riwater. 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 e-mail at sbtistei-(ii.)c,i.edi,R-ioiids,.w,,i.tis or by phone at 425.771.0220 x1323. Access Width V 30' standard width for commercial access Location V The number of access points off Edmonds Way shall be reduced whenever feasible. The overall site currently has 3 points of access along Edmonds Way. Reconfiguring traffic flows through the site would optimize access to the individual businesses and could allow for a reduction in the number access points on Edmonds Way. ", 0 [01 FRONTAGE IMPROVEMENTS ", - Ar�` � ,,, " , 1 ,, (_ -11 Sidewalk - Existing — to be removed and replaced along frontage of subject development: a Frontage improvements along the Edmonds Way corridor shall include a 5 -foot wide sidewalk with a 4 -foot wide landscape buffer between the sidewalk and the Edmonds Way travel lane. Street trees are: required to be planted within the landscape buffer consistent with the Edmonds Street Tree Plan. Acer Rubrum Bowhall Maple is the designated tree for this corridor. &ENG MADDRE SS_RLES%1pWEdmcnds_VVay-9801 1pre2GllOO231pre2011OO23-Robi`iihood—Lanes_Redevelopmeiit-E I.doc Page 2 of 9 Revised 6/1/1 Q M Vertical Curb - Existing ® Remove and replace existing curb currently failing or damaged during the course of construction, per City standards and as required per City inspector or project design. [M] PARKING LOTS/PARKING GARAGES/OPEN PARKING AREAS • Configuration of parking stalls and drive aisles ✓ The current parking lot layout does not allow for a smooth flow of traffic through the site. Two-way drive aisles connect to one-way drive aisles and access to the bank drive thru is only available by entering the site from the eastern most entrance on Edmonds Way. The number of parking stalls provided on the site may need to be reduced to provide for a better layout and flow. Please also keep in mind that additional parking stalls could be gained through the closure of one of the access points to the site. Please confirm with City Planning Division the number of stalls that are required for the development. • Site distance triangle requirements ✓ Buildings; provide a site window or clear area to ensure line -of -sight. ✓ Landscaping near entrances shall be restricted to 3' in mature height to ensure adequate sight distance. ® Above ground ✓ Where parking stalls are provided adjacent to the drive aisle, the drive aisle width shall be as follows: 0 24 -feet wide for 2 -way traffic 0 12 -feet wide for 1 -way traffic o Variable width when adjacent parking stalls are angled. Refer to ECDC 18.95.020. ✓ For drive aisles with no adjacent parking stalls, the minimum width for 2 -way traffic shall be 22 -feet. ✓ A 2 -foot shy distance shall be provided from between structures, such as retaining walls, and the drive aisle. ✓ 13' 6" vertical clearance required for Fire Department. ✓ "Reduced width" parking stalls may be allowed. Applicant must be able to show/demonstrate all required full size (8.5' x 16.5') parking stalls 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 light post or other structures is measured from the inside and not the center of the structure. ✓ Maximum parking lot slopes is 6%. [M] ELECTRICAL POWER SOURCE • Show location of pad mounted transformer, to be located on private property. • Underground Wiring Requirements [M] SHORING PLAN (if applicable) • 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. S:IENGRMDRESS_FILES1AlphalEdmands Way-98011pre2011a0231pre2Q110Q23-Robinhood_Lanes_Redevelopment-E1.doc Page of Revised 6!1110 [®] RETAINING WALLS/MODULAR BLOCK WALLS • Follow Handout B-62 • Provide drawings and calculations (If sent out for peer review, cost shall he pass tit rough). [®] WATER SERVICE ® Olympic View Water and Sewer District - must contact district and follow their requirements. OVWSD to review and approve plans. Provide 3 copies of plans with signature of approval to the City of Edmonds 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. ® Commercial — 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 H-10 in landscaped 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"storz 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. [®] 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. • Existing sewer lateral within the City right-of-way shall be TV'd by City Public Works Department to determine acceptability for reuse. If lateral is not found to be acceptable it will be the owner's responsibility to install a new lateral from the City sewer main to the property line. [®] RECYCLE/TRASH ENCLOSURE SAENGMDQRESS_FILES1AlphalEdmonds_Way-98011pre201100231pre20110023-Rohinhood_Lanes_Redevelopment-Etdoc Page 4 of 9 Revised WIN City Contact: recycling Coordinator Steve Fisher – 425.771.0235, email- _.w. .__ 'allied Waste contact is Scott Mullan – 425.646.2470 Refer to Handout E-37. Trash enclosure arrangement similar to Lynnwood building could work, A minimum 10 -feet off the building is required ror screening and the drive-thru aisle is required, UTILITIES (I.E. GAS METERS, PO ER, ETC) SHALL BE PLACED WITHIN TIE ENCLOSURE SU [®]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. ESC standard details shall be placed on drawing. Show location of job site fencing, job trailer, materials storage, etc. [®] DISRUPTION FEES: 0 Disruption lees will be assessed when any activity occupies or closes sidewalks for more than 72 hours. [®] RIGHT-OF-WAY T-OF—W CONSTRUCTION PERMIT A right-of-way construction permit is rewired for all work within the City right-of-way, * 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; E 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 1211% of the City approved estimate for the off-site improvements,. E The 2,2% inspection fee is based on 1.20% of the City approved estimate for the entire project improvements. [Z] OTHER Z Easements – existing easement along east nide of the property in area of 911'1' Ave street vacation. €!f Storm, Water and Server maps are provided as a graphical representation of existing utilities. Actual utility locations are to he verified by the owner/applicant. S:4ENGWDDRESS_FILESftha1Edmonds_Way-06014pre201100231pp°e20110023-Robinhood_I_anes_RedeveIopment-E1.doc [sage d or9 Revised 611/10 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 OCCUPANCYNINAL 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:IENGffiADDRESS_FILEStiAlphalEdmonds_Way-98011pre201100231pre20110023-Robinhood_Lanes_Redevelopment-E1.doc Page6 of9 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 BUELDINGS, 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 SAENGRtiADDRESS_FILE&AlphAdmonds_Way-98011pre201100231pre20110023-Robinhood_Lanes_Redevelopment-E1.doc Page 7 of 9 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. 3 I. 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. SAENGMADDRESS_FiLEMAlphAdmonds_Way-98011pre201100231pre20110023-Robinhood_Lanes_Redevelopment-E1.doc Page 8 of 9 Revised 6/1110 CONSTRUCTION SEQUENCE DOTES 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. SAENGMADDRESS_FILESWphalEdmonds_Way-98011pre201100231pre20110023-Robin hood_Lanes_Redevefopment-E1.doc Page 9 of 9 Revised 811110 15 . 9801 i0000coo d'N —TM000C9 5 1 00 qq Cq (D U) 00) 45 9O ffm 180 ; f City of Edmondson 121 Sth Ave N C , f Edmonds, W ` 98120 This d©cuanneM is fiar denerall information faurNarses only and is ftrovWed on an as is" aand fn as avarf able hnsa `Fhe data used cornes from a variety of public sources and no ti aurnunLy of any kind is given as to uts accuracy. Users of this docurnent agree s d`, 1 to indemnify and save Isar iflcss the City of Edmonds its officials officers, ermn@ovees and/or at,ems frorn and agaillSt aioy rlaio-n, cferraa��r3 rar ar,lion, arjSJ[Lsg • ,„ 0 12.5 25 50 75 lOG '125 Legend Feet Storm Pipes 0 Storm Manhoies 0 Storm Catch Basins DITCH_CREEK Ednionds_.Pircels_2010-03 No warranty of any sort, including aCCUracy, fitness, or merchant abflity accompany this product,