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APPROVED ENG FIR BLD RESUB 4-BLD2022-1556+Civil_Plan+8.1.2024_10.30.31_AM+4415430212TH STREET REDEVELOPMENT U U U U U U U U Q J J Q Q Q Q Q Q 0 SITE VICINITY MAP REFERENCE: 7.5 MINUTE USGS QUADRANGLE EDMONDS EAST, WASHINGTON. DATED 2020 I�■]►�[�7►1■L9 SITE LOCATION: a 7509 212TH STREET SOUTHWEST EATTLE EDMONDS, WASHINGTON 98026-7605 YMPIA OLYMPIA AFN: 000566900400600 \A/A C'I IIA II 2000 0 2000 4000 SCALE IN FEET City Of Edmonds Building Department Work FILL/GRADE-CIVICS FOR BLD &WAREHOUSE Address 7509 212TH ST SW Owner GLACIER ENVIRONMENTAL SRVC INC Approved Date 8/13/2024 Building Official Permit Number BLD2022-1556 EDMONDS, WASHINGTON OWNER & APPLICANT: GLACIER ENVIRONMENTAL SERVICES,INC 3415 121 ST STREET SW LYNNWOOD, WASHINGTON 98087 CONTACT: LAUREN MILES-GOLEMBIEWSKI TEL: (425) 268-9775 EMAIL: LMILES@GLACIERENVIRO.COM LANDSCAPE ARCHITECT: JEFF VARLEY LANDSCAPE ARCHITECT 19818 30TH DRIVE SE BOTHELL, WASHINGTON 98012 CONTACT: JEFF M. VARLEY, R.L.A. TEL: (425) 466-9430 EMAIL: JEFF@HOTMAIL.COM STORMWATER CITY OF EDMONDS 7110210T"STSW EDMONDS, WA 98026 TEL: (425) 771-0235 NATURAL GAS PUGET SOUND ENERGY (PSE) 3130 S. 38TH ST. TACOMA, WA 98409 TEL: (425) 806-7841 FAX: (253) 476-6007 CONTACT: ANDREA BUREN EMAIL: ANDREA.BUREN@PSE.COM FIRE PROTECTION SOUTH COUNTY FIRE SNOHOMISH COUNTY FIRE DISTRICT NO. 1 12425 MERIDIAN AVENUE S. EVERETT, WA 98028 TEL: (425) 551-1200 APPROVED BY PLANNING Sep 04 2024 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Approved D F M aMlr'�s Burt South County Fire Date: 08/27/2024 DIRECTORY ARCHITECT: THERESA K. GREENE ARCHITECT, P.L.L.C. 16198 SE 48TH DRIVE BELLEVUE, WASHINGTON 98006 CONTACT: THERESA GREENE, R.A. TEL: (425) 830-3245 EMAIL: TG.ARCHITECT@COMCAST. NET UTILITY PURVEYORS ELECTRIC SNOHOMISH PUD PO BOX 1107 EVERETT, WA 98206-1107 2320 CALIFORNIA STREET EVERETT, WA 98201 TEL: (425) 783-1000 TELECOMMUNICATIONS ZIPLY FIBER 1800 41 ST STREET EVERETT, WA 98203 TEL: (866) 947-5988 CIVIL ENGINEER: CEKO, L.L.C. 2255 SQUAK MOUNTAIN LOOP SW ISSAQUAH, WASHINGTON 98027 CONTACT: CHRISTOPHER P. KOVAC, P.E. TEL: (425) 864-8246 EMAIL: CPKOVAC@CEKONW.COM WATER & SEWER CITY OF EDMONDS 7110210T"STSW EDMONDS, WA 98026 TEL: (425) 771-0235 CABLE COMCAST TEL: (866) 971-0430 TEL: (303) 930-2000 X3020169 CONTACT: WALKER DTN JURISDICTION SPECIAL NOTES ' SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT: 1. SOILS, TO INCLUDE RECOMMENDATIONS OF INSPECTIONS AS PER GEOTECHNICAL REPORT. 08-29-2024 RESUB 5 CIVIL PLAN REVIEW NOTES: APPROVED WITH CONDITION: 1. CIVIL PLANS, C4.21 CROSS SECTION DETAILS AND NOTES, STATES 18 INCHES MINIMUM COVER. THE LETTER SUBMITTED FROM LANE ENTERPRISES WRITTEN ON 08-26-2024 STATES 21 INCHES MINIMUM COVER. MINIMUM COVER SHALL BE 21 INCHES. 2. DEFERRED SUBMITTAL: GATE REFERENCED IN KEY NOTE 9 OF SITE PLAN. ANY GATE(S) OBSTRUCTING THE FIRE LANE SHALL BE AUTOMATIC. SHALL FULLY OPEN TO WIDTH OF FIRE LANE. INCLUDE A SENSOR THAT IS COMPATIBLE WITH FIRE DEPARTEMENT APPRATUS STROBES THAT WILL ACTIVATE THE GATE INTO THE OPEN POSITION UPON APPROACH. A KNOX GATE KEY SWITCH SHALL BE INSTALLED TO OPERATE THE GATE AS A BACKUP. DFM BURT APPROVED PLANS MUST BE ON JOBSITE DEFERRED SUBMITTAL: DRAWING INDEX SHEET # SHEET NAME CIVIL ENGINEERING SHEETS C0.00 COVER AND PROJECT INFORMATION SHEET A1.1 ARCHITECTURAL SITE PLAN C0.10 STANDARD AND PROJECT NOTES C1.00 EXISTING CONDITIONS PLAN - OVERALL C1.01 EXISTING CONDITIONS PLAN - ROW C1.02 EXISTING CONDITIONS PLAN - SOUTH C1.03 EXISTING CONDITIONS PLAN - NORTH C1.10 BOUNDARY SURVEY C1.20 EXISTING CONDITIONS TOPOGRAPHIC SURVEY C2.00 TESC PLAN - OVERALL C2.01 TESC PLAN - ROW C2.02 TESC PLAN - SOUTH C2.03 TESC PLAN - NORTH C2.21 TESC DETAILS C4.00 GRADING AND DRAINAGE PLAN - OVERALL C4.01 GRADING AND DRAINAGE PLAN - ROW C4.02 GRADING AND DRAINAGE PLAN - SOUTH C4.03 GRADING AND DRAINAGE PLAN - NORTH C4.11 DRAINAGE PROFILES C4.12 GRADING SECTIONS AND ELEVATIONS C4.21 DRAINAGE SYSTEM DETAILS C4.22 DRAINAGE SYSTEM DETAILS C5.00 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - OVERALL C5.01 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - ROW C5.02 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - SOUTH C5.03 WATER AND SANITARY SEWER IMPROVEMENTS PLAN - NORTH C5.11 WATER AND SANITARY SEWER IMPROVEMENTS PROFILES C5.21 WATER AND SANITARY SEWER IMPROVEMENTS DETAILS C6.00 DRY UTILITIES IMPROVEMENTS PLAN - OVERALL C7.00 CIVIL SITE IMPROVEMENTS PLAN - OVERALL C7.01 CIVIL SITE IMPROVEMENTS PLAN - ROW C7.02 CIVIL SITE IMPROVEMENTS PLAN - SOUTH C7.03 CIVIL SITE IMPROVEMENTS PLAN - NORTH C7.04 HORIZONTAL CONTROL PLAN C7.21 CIVIL SITE IMPROVEMENTS DETAILS C7.22 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS C7.23 CIVIL SITE IMPROVEMENTS DETAILS - RIGHT-OF-WAY AREAS C8.00 FIRE PLAN - OVERALL LANDSCAPE SHEETS L-1 TREE RETENTION PLAN L-2 LANDSCAPE PLAN L-3 LANDSCAPE DETAILS TRAFFIC CONTROL PLAN SHEETS 1 of 2 2 of 2 REFER ALSO TO STORMWATER MANAGEMENT REPORT PREPARED BY CEKO, LLC, DATED JULY 30, 2024 PUBLIC FIRE HYDRANT EASEMENT COMPLIES WITH APPLICABLE CITY STORMWATER CODE PROJECT PERMIT & FILE NUMERS ROW PERMIT ENG2023-0217 PRE -APPLICATION PRE2021-0013 RIGHT OF WAY PERMIT (potholing) ENG2023-0217 BUILDING PERMIT BLD2022-1556 BUILDING PERMIT BLD2022-1541 BUILDING PERMIT BLD2022-1542 SEWER PERMIT ENG2024-0304 WATER METER ENG2024-0305 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED ��i 9/20/2024 BY: Z _o �__ J Q W U m LLI D Q J J J J J Cn Z Q ¢ Q ¢ W O J Q U) � Q > m m m m m ~ Z W Q Q Q Q Q J W W W W W D Q U) Of Qf Ofa'- Of (n Z Z H Lz H Lz H Lz Q Q :�i 5E :�i 5E : Df or� af or� Df LLJ W W W W W W 5 CL CL CL CL CL CL W Q o 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Q 0 Q 0 0 Q � J J_ J_ J_ J_ J_ J_ W of CO m M m m m Q 2 'I- V 'I V M N N N CV CD N O CV CD N O CV CD N O N CD N O W Q M CVO 0 0� W O I- 0 LC) 0 LO 0 co 0 coO 0 'ITN CD0 HER A of WAS/f -O 3>218 4 July 31, 2024 U) N o86 E 002.0 J '= CIDC: -0 (60)N� Lu '.cCo3 = tn� U o a MC0 �� Lu cB N c6 0f > ::1ca:!�' o U) �a LO U L� N � N J U) co Q Q W �M Uj 0 p 2 �__ LL z�Oz Lu W > > I -I -I Q Q V= wwU� a Q; � C/) 10' U CAI d Q -� J LO z U ::�>_ CO J LU RESUB W = Aug 01 2024 C0 CITY OF EDMCQQCj��S Z DEVELOPMENT SC -•VICES O DEPARTME F_ 2 Lo 0-�__o a owe w � W _ 0 o O ��6)0 1 WN0Zo 0L U O Z >- � co:,)� LU U a_ U) Qo 0 O d N C6 J_ N L L J N 0 Q Q a C, O o� �Lo 0 W W Q o Lu O U I Know whays below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG.4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET 10/09/2024 CITY ENGINEERING DIVISION C0.00 KEY NOTES '40' 139'-4' 9 .• . .•� e 1r _ I W 1 a • ( �• •• v x C w is "� )s ..e..®...,•�•f 00 10 ' z i J�•� I - * ERVIOUS X. I X-AREAS SHOWN EXISTING •'•HATCHED, TYP. I .. .�• MULTI -FAMILY I • 5 ZONING: RM-2.4 x x I � I I.'.t I •.'.'. ..' x x-;_x-x-.-x-x_ 15' - '-27'-5u SETBACK i 'ice- � EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS Zone BN Corner .-.-.Flag_ Setbacks: Required Proposed Front S 20 40 Sides W/E 0/15 48/15 --- Rear N 15 100 Other ------. Height EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS APPROVED BY PLANNING V116�"1� Sep 04 2024 Height calculations No fence verified in permits for may exceed Z office and warehouse 6 feet in buildings height FIRE DEPARTMENT NOTES FIRE LANE STANDARDS 1. BE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET AND MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET, 6 INCHES. *FIRE LANES SHALL BE A MINIMUM OF 26 FEET WIDE IN THE IMMEDIATE VICINITY OF ANY BUILDING OVER 30 FEET IN HEIGHT ABOVE GRADE. SUCH FIRE LANES SHALL BE LOCATED A MINIMUM OF 15 FEET AND A MAXIMUM OF 25 FEET FROM THE BUILDING. 2. PROVIDE FIRE DEPARTMENT ACCESS TO WITHIN 150 FEET OF ANY PORTION OF AN UN -SPRINKLED BUILDING. IN BUILDINGS THAT PROVIDED WITH AN AUTOMATIC SPRINKLER, ACCESS MAY BE INCREASED, AT THE DISCRETION OF THE FIRE MARSHAL. 3. PROVIDE FIRE DEPARTMENT ACCESS TO ALL ON -SITE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS (FDC) FOR SPRINKLER AND STANDPIPE. A HYDRANT MUST BE LOCATED TO WITHIN 25' OF A FIRE DEPARTMENT CONNECTION (IF APPLICABLE). 4. HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING OF FIRE APPARATUS: INSIDE RADIUS 25 FEET; OUTSIDE RADIUS 45 FEET. 5. BE CIRCULATING OR HAVE AN APPROVED TURN -AROUND IF OVER 150 FEET LONG. HAVE GRADES OF NO MORE THAN 12%. 6. BE PAVED WITH ASPHALT OR APPROVED EQUIVALENT AND BE CAPABLE OF SUPPORTING THE IMPOSED LOADS OF FIRE APPARATUS. 7, BE MARKED WITH WORDS "FIRE LANE - NO PARKING" WORDS TO BE PAINTED ON THE PAVEMENT INSIDE THE LANE. LETTERS TO BE A MINIMUM OF 12" HIGH, 2" STROKE, YELLOW IN COLOR, AND ALTERNATELY SPACED EVERY 50 FEET. EXISTING COMMERCIAL ZONING: BN NEIGHBORHOOD BUSINESS ARCHITECTURAL SITE PLAN SCALE: 1" = 20!-0" 0 Vy 2(Y 40' 60' 80' 8. HAVE PERIMETER STRIPING/CURBING TO DELINEATE THE BOUNDARIES OF THE FIRE LANE, STRIPING TO BE A MINIMUM OF 4 INCHES WIDE AND STRIPING/CURBING TO BE YELLOW IN COLOR. 9. WHEN REQUIRED BY THE FIRE MARSHAL, SIGNS SHALL BE USED IN ADDITION TO OR IN LIEU OF STRIPING. SIGNS, WHEN APPROVED, SHALL MEET THE FOLLOWING REQUIREMENTS: c) SIZE: 18" HIGH X 12" WIDE (MIN.) b) MOUNTING: BOTTOM OF SIGN 48" TO 60" ABOVE GRADE. c) STYLE: INDUSTRY STANDARD (VULCAN %7-6-9, RAINBOW 01-527, EMED TC 18816 OR APPROVED EQUIVALENT). d) COLOR: RED LETTERING ON WHITE BACKGROUND 6) SPACING: 50' BETWEEN SIGNS OR AS REQUIRED BY FIRE MARSHAL. 10. FIRE LANES SHALL BE ESTABLISHED BY THESE REQUIREMENTS TO PROVIDE ACCESS TO BUILDINGS DURING CONSTRUCTION, ALTERATION OR DEMOLITION. FIRE DEPARTMENT NOTES: 1. BUILDING ADDRESSING 12" NUMBERING ON CONTRASTING BACKGROUND. SUITE IDENTIFICATION IS 6" NUMBERS ABOVE DOOR IN A CONTRASTING COLOR. UNLESS OTHERWISE APPROVED BY THE FIRE OFFICIAL. 2. ALL BUILDINGS OVER 3,000 SQUARE FEET ARE REQUIRED A MONITORED FIRE ALARM INSTALLED TO 2019 NFPA 72 STANDARDS. KNOX BOX KEY ENTRY IS REQUIRED TO COMMON AREAS AND ACCESS TO FIRE ALARM PANEL(S) g V 0 0 8 0 t30'-4" 8' M OVERALL SITE AREA: ±37,827 SF (±0.87 ACRES) PLAN NOTES A. ACCESSIBLE ROUTES OF TRAVEL ON THE SITE NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL AND 2% CROSS SLOPE. B. EXTERIOR BUILDING AND SITE SIGNAGE TO BE APPLIED FOR AND PERMITTED SEPARATELY. GC TO COORDINATE ALL SITE AND SIGNAGE POWER NEEDS WITH THE OWNER. C. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 4" MIN. HT. W/ 1/2" MIN. STROKE WIDTH & ON CONTRASTING BACKGROUND TEMPORARY ADDRESSING REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. AVG HT (E) GRADE CALCS OB, OFFICE BUILDING LABELED EXIST. NO. AVG. CORNER GRADE* CORNERS GRADE OB1 421.40 4 2.02 421.26 3 41 .75 062 OB3 OB4 4 420.86 31683.43 PROPOSED FFE: 420.0 DIFF (+): 0.86 'REFER TO EXTERIOR ELEVATIONS WAREHOUSE LABELED EXIST. NO. AVG. CORNER GRADE" CORNERS GRADE WH1 420.25 420.40 424.60 419.70 W H2 W H3 WH4 1684.95 4 421.24 PROPOSED FFE: 420.50 DIFF (+): 0.74 `REFER TO EXTERIOR ELEVATIONS 1❑ NEW ASPHALT PAVEMENT PER CIVIL DWGS. ALL INDICATED PARKING STRIPING IS NEW, U.O.N. ALL STRIPING TO BE 2-COATS 4" WHITE PAINTED LANES AS INDICATED AND PER MIN. REQ. PROVIDE WHEEL STOPS IN LOCATIONS ON SITE PLAN AND DIRECTIONAL ARROWS AS REQ. BY OWNER. SEE DTLS 4 3 A1.2 A1.3 NEW VAN -HANDICAPPED STALL STRIPING, H.C. SIGNAGE, WHEEL STOP AND RAMP ACCESS TO SIDEWALK. MARKINGS TO BE TORCH -DOWN THERMOPLASTIC. REFER TO CIVIL DWGS AND DETAIL g A1.2 �3 EXPAND EXISTING SIDEWALK IN ROW AND PROVIDE NEW STREET TREES PER CIVIL DWGS. �4 NEW FRONTAGE LANDSCAPING, 3' SQ STAMPED CONCRETE PEDESTRIAN AREA AND AROUND OFFICE BUILDING PERIMETER, AND V-0" WIDE ACCESSIBLE PATH TO SIDEWALK PER CIVIL & LANDSCAPE DWGS. AND DETAILS 6 7 8 11 A1.2 A1.2 A1.2 A1.2 NEW/REFURBISHED LANDSCAPE AREAS WITH CURB (SHOWN POCHE-HATCHED). REFER TO CIVIL DWGS, LANDSCAPE DWGS AND DETAILS 6 7 A1.2 A1.2 © PROVIDE NEW LANDSCAPE SCREENING ALONG SETBACK BETWEEN EAST PROPERTY AND PROPOSED OUTDOOR STORAGE AREA PER LANDSCAPE DWGS. �7 NEW SITE DRAINAGE CONTAINMENT DESIGN PER CIVIL DWGS. ® 120' X 70' HAMMERHEAD FIRE TRUCK TURN -AROUND OUTLINE PER CIVIL DWGS. �g APPROX. 38' OPENING WITH 18' SWING AND 20' SLIDING GATE. PROVIDE KNOX BOX PER FIRE DEPARTMENT REQ, 10 6' PERIMETER FENCE AROUND NORTH HALF OF PROPERTY. REFER TO DETAIL 12 A1.2 11 FLUSH CONCRETE APRON ALONG WAREHOUSE BLDG FRONTAGE. REFER TO CIVIL DWGS. 12C ' HIGH LIGHT POLE: SPEC: PK803 POLE KIT w/3 80-WATT LED EA LIGHTS. SEE EXTERIOR ELEVS AND CIVIL DWGS. 1 13 NEW 13'-4" X 10'-8" TRASH ENCLOSURE. SEE ELEVATIONS AND DETAILS 2 g A1.3 A1.3 14 NEW MIN. 2-BIKE RACK INSTALLED PER MFR. REQ. 15 NEW BENCH AND TRASH RECEPTACLE AMENITIES. SEE ELEVS FOR SPECIFICATIONS. i NEW ONSITE FIRE HYDRANT PER CIVIL DWGS. 17 NEW EV CHARGING STATION PER CIVIL DWGS. NOTE: SITE PLAN TO BE APPROVED UNDER OFFICE BUILDING PERMIT APPLICATION. THIS SITE PLAN IS FOR REFERENCE ONLY FOR WAREHOUSE BUILDING PERMIT SITE & BUILDING DATA LEGAL DESCRIPTION: SEATTLE HEIGHTS DIV 4 BLK 004 D-00 - TR 6 EXISTING SITE DATA: PARCEL NUMBER: 00566900400600 JURISDICTION; CITY OF EDMONDS ADDRESS: 7509 212TH ST SW, EDMONDS QUARTER -SECTION -TOWNSHIP -RANGE: SW-20-27-04 EXISTING STRUCTURE INFO. 1940, 3 BLDGS EXISTING USE/USE CODE: 113 SINGLE FAMILY RESIDENCES ZONING DESIGNATION: BN: NEIGHBORHOOD BUSINESS CRITICAL AREAS: NONE IDENTIFIED GROSS SITE AREA: ±37,827 SF (±0.87 ACRES) WATER DISTRICT: CITY OF EDMONDS SEWER DISTRICT: CITY OF EDMONDS PROPOSED OFFICE BUILDING DATA: CONSTRUCTION TYPE/CLASS: TYPE V-B, NON-SPRINKLERED MAX. NON-SPRINKLERED FIRE AREA (PER ECFC 19 25 035): 51000 S.F. OVERALL BUILDING AREA; 14,600 S.F. FIRST FLOOR BLDG AREA (FOOTPRINT): ±2,500 S.F. SECOND FLOOR AREA: ±2,100 S.F. MAX BUILDING HEIGHT (PER ECDC 16,45.0201: 25 FEET OCCUPANCY GROUPS: B: BUSINESS PROPOSED WAREHOUSE BUILDING DATA: PROPOSED CONSTRUCTION TYPE/CLASS: TYPE V-B, NON-SPRINKLERED MAX. NON-SPRINKLERED FIRE AREA (PER ECFC 19,25.035): OVERALL BUILDING AREA: ±4 000 S.F. MAX BUILDING HEIGHT (PER ECDC i6.45.0201: 25 T 2 PROPOSED OCCUPANCY GROUPS: S-1: WAREHOUSE OCCUPANCY BREAKDOWNS: B: OFFICE BLDG: ±4,600 S.F. / 150 = 31 OCC. 5-1 WAREHOUSE BLDG: ±4,000 S.F. / 300 = 14 OCC. TOTAL OCCUPANTS: ±81600 S.F. 45 OCC. 2 PROPOSED OUTDOOR STORAGE: OUTDOOR STORAGE PAD AREA ±21245 S. . 2 PROPOSED OVERALL SITE & BLDG AREAS: ALLOWABLE AREA PER FLOOR (IBC B & S-1 OCC. CLASS): 9,000 S.F. ALLOWABLE STORIES, MAX. HEIGHT (IBC B OCC. CLASSI: 2, 40 FEET MAX. BUILDING HEIGHT (PER ECDC 16.45.020): 25 FEET MAX. ALLOWED LOT COVERAGE (PER ECDC 16 45.020): NONE PROPOSED LOT COVERAGE: 1711 FOOTPRINT AREAS / SITE AREA: 6,500/37,827 MAX. ALLOWED FLOOR AREA RATIO (PER ECDC 16.45.0201: 3.00 FAR PROPOSED FLOOR AREA RATIO (FARI: 0.23 FAR GROSS FLOOR AREAS / SITE AREA: 8,600/37,827 BUILDING SETBACKS (PER ECDC 16,45,020) MIN FRONT YARD: 20 FEET MIN SIDE / REAR YARD: NONE* *15 FEET REQ FROM LOT LINES ADJACENT TO R-ZONED PROPERTY MAX. IMPERVIOUS AREA: NONE LISTED IN ECDC PROPOSED IMPERVIOUS SURFACE AREA: PER CIVIL PLANS PROPOSED LANDSCAPING/PERVIOUS AREA: PER CIVIL PLANS PROPOSED PARKING: EXISTING PARKING STALLS ON SITE: UNKNOWN TOTAL REQUIRED CUSTOMER STALLS: 12 STALLS PARKING REQ (1/400 S.F. OFFICE AREA=4,600/4001: CUSTOMER PARKING BREAKDOWN STANDARD VEHICLE STALLS (8.51x16.5' MIN., 24' AISLE): 11 STALLS COMPACT VEHICLE STALLS 18'x16.5', 24' AISLE): 0 STALLS VAN HANDICAP STALL (16'x18', 24' AISLE): 1 STALL EV CHARGING STALL 18.5'x16.51, 24' AISLE): 1 STALL TOTAL CUSTOMER PARKING PROVIDED: 13 STALLS' PROPOSED BICYCLE PARKING PROVIDED: 2 BIKES PRE -APPLICATION REVIEW NUMBER: PRE2021-0013 ENGINEERING DIVISION APPROVED AS NOTED Yi%V--e/�1"9/20/2024 THERESA K. GREENE STATE OF WASHINGTON a� co O N E O 5 co �W�//�� CM00 g O i+ Cl) M X E `9 � L0 C CV = CZ)a Z Q EE 51, Y c,l @ s T3 z; M N - c W C T HALF -SCALE ON 11 X 17 Wz U- RESUB W 15 Aug 01 2024 CITY OF EDMONDS ' ^ DEVELOPMENT SERVICES DEPARTMENT JW QU zLL W LL 5O O L z J O C) O Q - O O It CD � U�CD H- � _ L.L L.L LU w a co o z W O w CD z W C Q IZ Q G Ow�005 U N Z LLI -U U) U)�= °' O U ZN 0 Z Wo V z u I� o z w cn REVISIONS NO. DATE BY Q 07/14/23 CITY Q 11/28/23 CLIENT Q 03/06/24 CITY ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 11/10/22 PERMIT RECEIVED: BID DOCS: CONSTR.DOC& SHEET INFORMATION 22" x34" SCALE: AS NOTED PLOT DATE: 03/06/24 CAD FILE: 21-28A11 JOB NUMBER: 21-28 CHECKED: TKG DRAWN: TKO STATUS: PERMIT SET ARCHITECTURAL SITE PLAN Al ■ CITY OF EDMONDS(C.O.E.) GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER MANAGEMENT SYSTEM. AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. • CURRENT INTERNATIONAL BUILDING CODE (IBC), 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS • CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER CONSTRUCTION, AND QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW • WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. THE PUGET SOUND BASIN (2019 EDITION). 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE. WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED CONSTRUCTION IS IN PROGRESS. BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND GRADING AND EROSION CONTROL REQUIREMENTS. THE LOCAL GOVERNING AUTHORITY. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO SOIL AND ROCK MATERIALS ARE REQUIRED. THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT PROJECT APPROVAL. ELEVATIONS SHOWN. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 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 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. CONFLICTS THAT ARISE. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY SHALL CONTACT THE UNDERGROUND UTILITIES. LOCATION SERVICE (1-800-424-5555) AT COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE LEAST 48 HOURS PRIOR TO CONSTRUCTION. WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). ETHAFOAM 200 CUSHION AS A CUSHION BETWEEN THE UTILITIES. 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES 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 WITHIN THE BUILDING. AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED DIVISION FOR APPROVAL PRIOR TO INSTALLATION. TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. A C.O.E. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV TWO BUSINESS DAYS IN ADVANCE OF REQUESTED MEETING DATE. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS 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. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND 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, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL SOILS IN ALL DISTURBED AREAS IN ACCORDANCE WITH EDMONDS STANDARD DETAIL SD-642 PRIOR TO REVEGETATION OF ENTIRE SITE 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. STOCKPILING NOTES 1. ONSITE STOCKPILING OF CONSTRUCTION MATERIALS MAY BE PERMITTED ONSITE. 2. STOCKPILED MATERIAL SHALL BE STORED ONSITE IN AREAS PLANNED TO BE CLEARED AND/OR RESTORED LATER. 3. STOCKPILE AREAS SHALL HAVE A SLOPE OF 10% OR LESS. 4. STOCKPILES SHALL BE TEMPORARY. STOCKPILING DURATIONS SHALL NOT EXCEED PERMITTED CONSTRUCTION ACTIVITY. 5. STOCKPILES SHALL BE COVERED WITH VISQUEEN PLASTIC (MINIMUM 6 MIL) WHEN STOCKPILES ARE NOT IN USE. VISQUEEN IS TO BE HELD DOWN BY A MINIMUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE PILE. PROJECT GENERAL NOTES 1. READ ALL NOTES AND REVIEW ENTIRE PLAN SET PRIOR TO COMMENCEMENT OF WORK ACTIVITIES. 2. ALL UTILITIES SHOWN IN THIS DRAWING SET ARE BASED ON INFORMATION PROVIDED BY OTHERS. INFORMATION SHOWN SHALL BE CONSIDERED APPROXIMATE AND INCOMPLETE. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF WORK ACTIVITIES. 3. ALL NOTES ON THIS PLAN SHALL BE CONSIDERED TYPICAL AND APPLICABLE TO THE ENTIRE PROJECT AREA, UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK RELATED TO ALL UTILITIES AND FEATURES, WHETHER EXPLICITLY CALLED OUT OR NOT. 4. ESTABLISH EXACT PROJECT BOUNDARIES PRIOR TO COMMENCEMENT OF WORK, AND RECONFIRM BOUNDARY LINES WHEN COORDINATING WITH NEIGHBORING PROPERTY OWNERS. 5. VERIFY SITE CONTROL POINTS PROVIDED ON PLANS. VERIFY DIMENSIONS AND ORIENTATION PRIOR TO STAKING OF SITE POINTS. 6. NO EXCAVATION, GRADING OR OTHER SOIL DISTURBING ACTIVITIES SHALL BE PERFORMED UNTIL THE PROJECT GRADING PERMIT HAS BEEN ISSUED AND ALL TESC MEASURES HAVE BEEN COMPLETELY INSTALLED. 7. COORDINATE ALL APPLICABLE WORK ACTIVITIES WITH APPROPRIATE REPRESENTATIVES OF ADJACENT NEIGHBOR PROPERTIES. OBTAIN PERMISSIONS AS NECESSARY TO PROPERLY AND SAFELY COMPLETE WORK. PROTECT NEIGHBOR PROPERTY AND ITEMS FROM DAMAGE DUE TO PROJECT RELATED EVENTS AND ACTIVITIES. 9. PROTECT EXISTING OVERHEAD UTILITIES, LIGHTS, AND SIGNALS TO BE RETAINED OR MOVED. COORDINATE ACTIVITIES WITH SNOHOMISH PUD, THE CITY OF EDMONDS (COE), WSDOT, AND APPROPRIATE FRANCHISE UTILITIES. OVERHEAD UTILITY POLES TO BE PROTECTED. 10. PROTECT EXISTING UNDERGROUND AND SURFACE UTILITIES TO BE RETAINED OR MOVED. COORDINATE ACTIVITIES WITH THE CITY OF EDMONDS AND APPROPRIATE FRANCHISE UTILITIES. 11. PROTECT ALL TESC FEATURES, ITEMS, AND SYSTEMS FROM DAMAGE. MAINTAIN THEIR PROPER FUNCTION THROUGHOUT THE PROJECT. 12. REMOVE ALL LANDSCAPING ITEMS AND VEGETATION NOT INDICATED FOR RETENTION. REMOVE ALL OTHER MISCELLANEOUS ITEMS, INCLUDING BUT NOT LIMITED TO FENCE POSTS, WOOD, METAL, FENCING, RUBBISH, AND OTHER WASTE ITEMS. 13. MAINTAIN FULL OPERATION OF ADJACENT STREETS, AND SIDEWALKS. KEEP CLEAN AND FREE OF DEBRIS, DIRT, AND OTHER PROJECT RELATED ITEMS. SWEEP AS NEEDED TO MEET PROJECT REQUIREMENTS. COORDINATE ALL DISRUPTIONS TO TRAFFIC WITH THE CITY OF EDMONDS AND WSDOT. REPAIR ALL DAMAGE TO MATCH OR BETTER THAN EXISTING CONDITIONS. 14. GRADE SITE SUBGRADE TO BE UNIFORMLY AND EVENLY GRADED SUCH THAT POSITIVE AND CONTROLLED DRAINAGE IS MAINTAINED IN ACCORDANCE WITH THE PROJECT TESC (SWPPP) PLAN AND THE PROJECT GRADING PLAN. 15. EARTHWORK SUBCONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY ESTIMATES. 16. UPON COMPLETION OF SITE WORK, CLEAN ALL SITE SURFACES (PAVEMENTS, CURBS, STAIRS, WALKS, ETC.). 17. REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL PROJECT WASTES, SPOILS, AND RUBBISH IN FULL COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. OBTAIN ALL PERMITS NECESSARY FOR PROPER AND LEGAL DISPOSAL. 18. NO TRASH OR OTHER MATERIALS, OTHER THAN APPROVED SOILS, SHALL BE DISPOSED OF ON SITE. 19. UPON COMPLETION OF WORK, SITE STABILIZATION AND REMOVAL OF TESC MEASURES, CLEAN ALL STORM SYSTEM COMPONENTS (CATCH BASINS, MANHOLES, PIPES, VAULTS AND YARD DRAINS). APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED y/�,_ yr"9/20/2024 BY: CITY ENGINEERING DIVISION U U U U U U U U Q J J Q Q Q Q Q Q O O Y Y Y Y Y Y U U U U U U Z Z m z O_ J Q 0 2 U) m w J I- J H J H J I- J Q I- J � W p Z O fn on D CO DO D m m D CO m D m on D cn j!� ~ m p J w W W W W W W W W W W Of D o7 p z cn z Q i�: a a W W 0- C� W W a C7 Ir W 0- C� W W o_ C� W W m C7 W W o_ C7 W w< W W Q z z > > > > > > W W V V V V M N N N N 0 N C. 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PROP COR cnu nni �nAir P-0HP-0HP—BHP—BHP P-------- CHID --OHp —vH BHP o GCB (TYPE 1) LANE STRIPING �� O RIM=413.63' W W W W W WIE(S) 8"CONC=411.43' W W � \\'--------------------- - ------------------U•r------------------------------ ------—————————————————————————— ------- SSFM SSFM SSFM=SSFM SSFM SSFM SSFM SSFM19--SSFM - - - - - - - SSFM - - - - - - - - - ------------------------------------------------------------------------- - - - --- SD SD ZSD SD SD SD SD -------LSD SD SD SD SD i —SDMH RIM=414.45' S`• IE(E) 12"CONC=407.83' — SS IE(S) 8"CONC=408.85' IE(SW) 8"CONC=408.20' IE(W) 12"CONC=409.15' IE(NW) 8"CONC=409.15' SS - July 31, 2024 U) N m J�c U OI =i CcO (0 s,N 0 U)4 0 2>oo@ w Y>i U CLN > �c�-o LOCD U-)(n N cn N �� J LLI CD 00 H 3: rn LL W U � Z �z0O zcnU) z Lu WOf - U) of Q Q V w�� w 0- aj�U)�o Lu -� ¢ w cn O �' C7 CU N 0 Q i z M J RESUB Aug 01 2024 O 0 CITY OF EDM S DEVELOPMENTS ICES LL DEPARTME ' Z Lo co Q iw,6 J wCC14 W 00 z o 0 Z ofU)oo �wz� Wz OOf COQo Z =i�:� O a-NC6LL U JNza Qa'O Z Of I-- W w U) X O L) LU pv ji . . . - - - - - - - d ' d ° d ° d'° as Know Callabefore lyou dig. dvs °' ° ° ° I' ° ° d ° e d 4 ° d A. a d o d :a d d d n a. d ..° d d a. d `� d ° d a d .. a. d �. .d. a .d d d ° ° ° d 8 : e d ° e ° .d PROJECT LOCATION (S,T,R): c d• a •a d CONC SIDEWAN. a a ° ° _ _ _ - - - - - ° . id ° d - 416 44 FOR REFERENCE ONLY A PORTION OF THE SOUTHWEST 1/4 18"MAP` B (TYPE 1) SEC. 20, TWP. 27N, RING. 4E, W.M. ` RIM=4 IE(N) 8-GONCON G=411.62' APPROVED FOR CONSTRUCTION ___-------- I� JURISDICTION FILE NO.: � n - IE(W) 12"GONG=411.97' CITY OF EDMONDS BLD2022-1556 SS \ � CEKO PROJECT NO.: APPROX. LOCATION PER PSE MAP N0. Q16307 M ENGINEERING DIVISION w DATE: APPROVED AS NOTED 22017.01 / 416-018 10 0 10 SHEET 9/20/2024 SCALE IN FEET BY: SSMH CITY ENGINEERING DIVISION (' v i .01 EL I LU.ti" ' I ...... ./ - - 422 0 1 -- �/ 6"MADI 434.2 %' #51 \ I I I c0 ... . . . . . 1 o `� . • . / 11 "FIR CLF EN I ¢ LDG \ OVERHANG \\ PROP LINLP 5.3 12.1' — / 4"FI `� #53 / ............� 15 FIR ... #56 a FF L= ^\\ #55 .. 42 .5' ............ , \ MATCH LINE \ /' \ 14"FIR #57 30"FI4. .. j 9"FIR II .. .. ....... / \ I / #58 I I / 2"FIR \\ �NII tZ II aII.��•��••��•��••�••�..�..•.. • ./ I # 62 ... . .. . . .............../� 12"FIR o � Ig O #63 ,N�P I I� �••.•.�••••.�•�••.•.�••••.�•�••.�.�•.....•.. ... 64 "FIR 1 I IQ-...................... I I �,® 1 \ #61 „FIR \ O \ 1 #65 \ 34"FIR \\\ I. .. . . . ......... 30"FIR .1 / a p......... ... ...I 1 / .......... ..... � ' ..... TRW / FrI/� _ 422 . .. . P..� a / / I..... ......� \ 4"EVG .,p.. 0 / \ . \ 4"DEC - \\ 5"EVG 00 I �......... \..... . 5„EVG A. / I... O #73 \...... .... \ /'� I .......... I I . . .. . . . - °wP�� 2 GRAVEL EDGE I I . . . .. . . ...... J / n PROP LINE \ r....l . . I �... 78 ........... I\ .. . . .... . .. . . . 14.9' 311 "ARB I I /. ..I I................� I I I.... ... I . .........r.. I —EAVE— HOUSE NO. 7509 I I I f FOOTPRINT= o ... . . .... . I O #79 . . ( ..... ...I. 12,17 SF 18.4' ... ..... 16"ARB ..•.•....,. . •'.'. I......... I.. • • ....... �. . HIMNEY F E�= O #80 424.6' 29.6' I... . 29"ARB .•'.'. -- J I..........I I 37.4' •'• 19.4' o A A p ° a 1 EAVE I .. —. J ,' II........ I I...'.. ORE . Ll 1 I I ... ...I 17"ARB I..... � I I / RAVEL EDGE 0.5'E OF I O #82 NC_ GHO CH PROP LINE I...... .. I 24"ARB I 10. , ... ONC 52.9' STAIRS i — I .... O #83 I EAVE r I I..... 1 "ARB .;.:.:.:. .. I I... .... o ' b I. O I ... .. . . ASPHALT CITY OF EDMONDS j `' .' ..\ Q O #84 I • • .... . . .. . DRIVEWAY DIRECTIONAL SIGN 47'ARB I....... \ L SET REBAR/CA i I I........... .. / . .•.........:.. r, o AT PROP COR - .... II I I II I I I I 0 4"EVG I—z 0 cn l� 0 "FI � tO v� ) IA FENCE C,0� 1QOS 0.1'E OF Q P�QQ\0 FLU\� iROP LINE Q1O 1?'�pQ� �o O \-N 0 5"HLY O FE C COR 0.�P 1 � NE OU D REBAR/CAP S "30581" NTER 01 I LINE 2"HAW I 22 DG EIGHT=8.5' 7.9' J � Y III w � ¢ o [y w - II o .I 0 ° 5„D�C //\ C INTX \ 1 \ 1 OF \\ 11 I P LINE kRADE 1 / BREAK \ 1 \ I \ 1 \ II I 1 \\ 1 \ \ O #74 I 11 \ 0"CYP li \ / I..... .. LOCATION .. . . . . . . . .. 11 PER PAINT ARKS (TYP) / ,...'...... ,.......... w cn 5"HLY� `.. . . . . . . . . . . ./. 0 I \ i. U ¢ V)= I F- ... \ SDM....................../�........... N I � RIM=420.14' 1....................... / ......... . . . Cn N #71 /. . (PARKED ON) I �.. i.......... . 0 EV /.............. /............. I/............. .... .... TEL- - / ... ...... . .... 13"SPR \ / A , SITE BENCHMARK — a ° NW CRNR VAULT LID a ° ii ELEV.=418.90 ° ° TEL VLT II�GC UGC UGC d P - P—a P .. j� . P P ° d .� a ; n A. ° P- P U,cC UGG` UGCUGCUI 0 9' FENCE COR ON LINE FENCE COR 0.2'E OF PROP LINE -FOUND REBAR/CAP LS# "30581 " \ ON LINE \ TEMNO. 8- \ \ 10' ELECTRICAL i \\ EASEMENT \ PER AFN \ \ \ \ FENCE E2101602170520 1.4'N OF PROP COR 7 SCHOOL ZONE V?o -SPEED LI MIT SIGN HP-0HPOHPOHP-0HP N HP-------OHP�HD - __ ---- ---jHHP ° G .. G' P. P° P P P P P P P P 10 0 10 UGC a SCALE IN FEET FOR REFERENCE ONLY APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 9/20/2024 BY: CITY ENGINEERING DIVISION U U U U U U U U ¢ J J ¢ ¢ Q ¢ Q ¢ O O D_D_D_D_C)azz m U U U U U U z O_ J o_ 0 2 U) m W J ¢ J ¢ J ¢ J ¢ J ¢ D vW7 D o Z O U W 0 W 0 0 F- m 0 Z J > W � W W lY W W lY W D 0 0 Z Z H H H H H H ¢ ¢ W W W W W W WZ T J J J J J J Z D D D D D D W W m m m m I m I m 10 1 a V V V M N N N N o N C. N o Co N o N O N o N O W NM NNNNNNN �M ¢ N o O N o 000 0 0!�2 0 0 July 31, 2024 U) N m J�c) U OW =i CcO w ��N 0 U)4 UU 2>oo@ 0- w Y > U N_FN > 7 � (0 O CO IS Q LO CU N cn N I— r-- J LLI CD �� W U I_Z 2 :D O ZO W U) Z Lu W�-jwa Q V ! W LL I 0- a j f U) Lu J= N O Q J L0 z co J RESUB Aug 01 2024 CITY 0 EDMC�{pS ODEVELOPMENTS ICES f ^ vJ DEPARTME Lo z OJ w w � J W C070) o 0pzo U7 ofU504 z o O W Z W�c=o 0-U)Qo z Of H Z 0 �N0Q U ago U ��o z W W U) U LU pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C1.02 U U U U U U U U Q J J Q Q Q Q Q Q O O 00� �\o O� FENCE 0.1'E OF o Dno I IAIC P�6 ,N 010 �S ��GNo YIY YIY YIY 2Iz mI D D_D_o_D_o U U U U U U Z O J Q D- �_ 0 U U m W J H J F- J J J Q J� F- � W p Z O U Cn (n Cn J (n Cn ~z m 0 J W W W W W W D 0 p z 0 Z H H H H H H Q Q w a- C� w a C7 w a-m C� w C� w m C7 w a C7 w W Q z J J J J J J z Fn W m m m m m m o a -- 'I- V V V C) N N N N O N O N O N O N C) N CD N O N O W N i`! C`I i`! C\I i\! C`I C\I 00 m Q M N O N O p I- 0 Ln C. LO 0 M Coo OD O � V o N 0 July 31, 2024 U N m U J�c � O0 =i CcO (0 �N 0 U)(0 UU 2>>oo@ 3: W U - cuLN > 7 (0lt O CO 07 Q LO (6 L N N H � J 07 0O W H 00 3: o W U Z 2zOO O Z W 0 Z Lu Wj j jwa Q I V ! W LL 0- ajDf U)�o W —j ¢ W cn O �' C7 C) N 0 Q J z M J RESUB �N Aug 01 2024 LL CITY OF EDMC�{pS ODEVELOPMENT S ICES Z DEPARTME I � � O Z 0 W W � 0000 rn U7 o Wpzo z ofo7Oo O ~(Frn HwZcfl OU)¢o 0 z d04 C6 LL O JNzQ U QUO (D ��o z W W 75 73 (n O X C) W 15 Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): FOR REFERENCE ONLY I ASPORTION EC.20, TWP. 27N, SOUTHWEST 1/4 APPROVED FOR CONSTRUCTION JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: DATE: APPROVED AS NOTED 22017.01 / 416-018 10 0 10 SHEET iiiiiii I- 9/20/2024 SCALE IN FEET BY: (' CITY ENGINEERING DIVISION C 1 •03 LEGAL DESCRIPTION LOT 6, BLOCK 4, SEATTLE HEIGHTS DIVISION FOUR, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE 1-1)UNTY OF SNOHOMISH, (7TATF OF WASHINGTON BASIS OF BEARINGS ACCEPTED THE BEARING OF N 89-21'56" E, BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF 212TH ST SW, PER REFERENCE NO. 1. SURVEYOR'S NOTES 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JANUARY OF 2022. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. 2. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 3. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 4. SUBJECT PROPERTY TAX PARCEL NO. 00566900400600 5. APPROXIMATE SUBJECT PROPERTY AREA IS: 37,827 SQ FT +/— (0.87 ACRES) 6. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5—SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. 7. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN OLD REPUBLIC NATIONAL TIME INSURANCE COMPANY, COMMITMENT NO. 5207168462. WITH AN EFFECTIVE DATE OF NOVEMBER 10, 2021 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 8. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53061C1315F, WITH AN EFFECTIVE DATE OF JUNE 19, 2020 FOR COMMUNITY NO. 530163, IN SNOHOMISH COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. 9. A ZONING REPORT HAS NOT BEEN PROVIDED BY THE CLIENT PER THE 2021 ALTA STANDARDS. 10. UTILITY INFORMATION: ALL FIELD OBSERVED UTILITIES ARE SHOWN HEREON IN ADDITION TO ANY UTILITY PLANS AND/OR MAPS PROVIDED BY THE CLIENT AS WELL AS ANY PRIVATE UTILITY LOCATE MARKINGS PER THE 2021 ALTA STANDARDS. EXCAVATION MAY BE NECESSARY TO ACCURATELY, COMPLETELY AND RELIABLY DEPICT THE EXACT LOCATION OF UNDERGROUND FEATURES. 11. NO STRIPED PARKING SPACES WERE IDENTIFIED ON THE PROPERTY AT THE TIME OF THE SURVEY. 12. THERE WAS NO OBSERVED EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY AT THE TIME OF THE SURVEY. 13. A SCRIVENER'S ERROR WAS IDENTIFIED IN BLOCK 4 OF THE PLAT. THE WEST LINE OF LOT 8 AND THE EAST LINE OF LOT 3 APPEAR TO BE CORRECT BUT ALL OF THE LINE LENGTHS BETWEEN THEM APPEAR TO BE INCORRECT. OTHER SURVEYS IN THE BLOCK, INCLUDING R1, HAVE ALSO IDENTIFIED THIS ISSUE AND HAVE CALCULATED THE LOTS SIMILARLY TO THIS SURVEY. REFERENCES M R1. ARBOR VILLA CONDO SURVEY, AFN. 200506295353, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM Nt'\ V✓ 00 r-Lk OBSERVATION SURVEYOR'S CERTIFICATE TO: DOUGLAS RAY SCHNELL AND MARK DONALD SCHNELL, GLACIER ENVIRONMENTAL, INC. AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13, AND 16, OF TABLE A, THEREOF. THE FIELD WORK WAS COMPLETED ON JANUARY 19, 2022. a1//4/24 �mpmp� COLIN SNOWDEN PALMER CERTIFICATE NO. 57176 DATE SCHEDULE B ITEMS 8. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS PROVIDED IN THE FOLLOWING INSTRUMENT: DISTRIBUTION EASEMENT FOR: THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO PATROL, CONSTRUCT, ERECT, RECONSTRUCT, ALTER, IMPROVE, EXTEND, REPAIR, OPERATE, AND MAINTAIN OVERHEAD AND/OR UNDERGROUND ELECTRIC DISTRIBUTION LINES AND FACILITIES, GRANTEE —OWNED COMMUNICATION WIRES AND CABLES, AND OTHER NECESSARY OR CONVENIENT APPURTENANCES DATED: JANUARY 25, 2016 RECORDED: FEBRUARY 17, 2016 IN OFFICIAL RECORDS UNDER RECORDING NUMBER 201602170520 AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH, LYING PARALLEL WITH AND ADJOINING THE NORTH MARGIN OF 212TH ST. SOUTHWEST (PLOTTED) LEGEND Q ASPHALT SURFACE — — PROPERTY LINES (ADJACENT) ® BRICK SURFACE • REBAR & CAP (SET) 2L BUILDING O REBAR AS NOTED (FOUND) ROW RETAINING WALL Coo CLEANOUT RIGHT-OF-WAY LINES 0 CONCRETE SURFACE ROCKERY ® DECK SCOo SEWER CLEANOUT —1E--X FENCE LINE (CHAIN LINK) O SEWER MANHOLE --nm FENCE LINE (WOOD) SS SEWER LINE 'Y" FIRE DEPT CONNECTION SE STORM DRAIN LINE FIRE HYDRANT G) STORM MANHOLE GAS LINE TEL HH❑ TELEPHONE HAND HOLE G® GAS METER TEL SENTRY TELEPHONE SENTRY GV;, GAS VALVE 1EL YLT TELEPHONE VAULT GRAVEL SURFACE SIZE TYPE O TREE (AS NOTED) GUY ANCHOR UT UTILITY LINE D INLET (TYPE 1) W WATER LINE ® INLET (TYPE 2) WM WATER METER LUM LUMINAIRE wv X WATER VALVE ® MAILBOX (RESIDENTIAL) �' _ — — ITEM NO. 8 — 1o' ELECTRIC EASEMENT ►�� MONUMENT IN CASE (FOUND) _ PER AFN 201602170520 PST ❑ POST ABBREVIATIONS P ❑ POWER METER BLDG BUILDING p POWER (OVERHEAD) CALC'D CALCULATED CLF CHAIN LINK FENCE PP O POWER POLE CO CLEANOUT PPO---0 POWER POLE W/ LIGHT CRW CONCRETE RETAINING WALL MEAS MEASURED PROPERTY LINE (SUBJECT) SIGNIFICANT OBSERVATIONS NONE I VICINITY MAP I N.T.S. E� 7 41"en e 0 2ucn sc sw SITE z>nn sc sw ALTA/NSPS LAND TITLE SURVEY Zo � o� q p — _ U% G' W m W; o Q 0 v (7 I � 30' I ROW FOUND MON IN CASE BRASS PIN, DOWN 1.0' U239.48' 210TH ST SW N 89'22'04" E 685.07' CALC (N 89-21-57" E 685 05' R1) I I I I N 89'21'56" E 688.42' MEAS. & R1 O wo 212TH ST SW CONTROL MAP N.T.S. FOUND MON IN CASE IRON PIPE W/ TACK, DOWN 0.9' F). 30' ROW I ^Z V _ z o0 pi -� C5° 2 rn a' Wwm I� Of ;qa I� I � FOUND MON IN CASE BRASS DISK, DOWN 1.0' W D Co 0 0 LLl o 0 J o � o rn o Lo o ZQ °z J U It U) Q Z ~ a J Q � � N O co 0) N_ V_ 0 N N O O " 4 RESUB Aug 01 2024 LmLi CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT > Q l❑ Z) co C1.10 INDEXING INFORMATION SW 1/4 SW 1/4 1 a SECTION: 20 TOWNSHIP: 27N i. 4 RANGE: WE, W.M. COUNTY: SNOHOMSH C, �a N Q! e— @ � O o a O �0000 �on00 Ln ��ob v Ln >Ln O _N N O m >� 1JOB NUMBER: 212650 DATE: 01121122 DRAFTED BY: JPH CHECKED BY: CSP SCALE: N.T.S. REVISION HISTORY 2/14124 1 ADDED UTILITIES SHEET NUMBER 1 OF 2 ALTA/NSPS LAND TITLE SURVEY LEGEND C� ASPHALT SURFACE - - PROPERTY LINES (ADJACENT) BRICK SURFACE REBAR & CAP (SET) 151 BUILDING 0 REBAR AS NOTED (FOUND) - ROW RETAINING WALL GOO CLEANOUT RIGHT-OF-WAY LINES 0 CONCRETE SURFACE ROCKERY ® DECK SCOO SEWER CLEANOUT X FENCE LINE (CHAIN LINK) O SEWER MANHOLE ---o--- FENCE LINE (WOOD) SS SEWER LINE FIRE DEPT CONNECTION SD- STORM DRAIN LINE ! FIRE HYDRANT Q STORM MANHOLE G GAS LINE TEL HH[3 TELEPHONE HAND HOLE G [3 GAS METER TEL SENTRY Cl TELEPHONE SENTRY GV W GAS VALVE 14 YLT TELEPHONE VAULT GRAVEL SURFACE SIZE TYPE O TREE (AS NOTED) } GUY ANCHOR UT UTILITY LINE INLET (TYPE 1) W WATER LINE INLET (TYPE 2) WM ; WATER METER LUMA LUMINAIRE WVW WATER VALVE ® MAILBOX (RESIDENTIAL) ITEM NO. 8 - 3� MONUMENT IN CASE (FOUND) Mm 10' ELECTRIC EASEMENT PER AM 201602170520 PST El POST ABBREVIATIONS P ❑ POWER METER BLDG BUILDING P POWER (OVERHEAD) CALC'D CALCULATED CLF CHAIN LINK FENCE PP O POWER POLE CO CLEANOUT PP 0-0 POWER POLE W/ LIGHT CRW CONCRETE RETAINING WALL PROPERTY LINE (SUBJECT) MEAS MEASURED ��* \Qp Q P�Cp"� ROCKERY 0.1'S OF FENCE COR 1 [ROCKERY PROP LINE 4.1'N OF LINE I FOUND IRON PIPE W/ 0.5'N OF FENCE `O & 0.6'W FROM PLUG & TACK PROP LINE Oo PROP COR 0.07'N OF LINE & 0.8'S OF �� , DAVE OF PROP COR SET REBAR/CAP PROP LINE a 89 21 47 " E 104.40 AT PROP COR _ _ (104.5 PLAT 2 . MATCH LINE AVE ROCKERY 1 `' ,`'` 8"FIR o 6 FENCE p �.. 2.5 FENCE 0. VS OF 12 _ _- �? zz. 0.3'W OF z' G�1pOrOQ 8 g• y 0.4'E OF PROP COR H 6 \ 20 5"FI PROP COR 4 I aP� pAc �FF 21 :t . Jh8.8' _ PROP LINE RO ) 2" O CLF END 12" 4 D FENCE FENCE ry 1.6'W OF LINE 0.2'S OF CLF INTX ', O SQ� a & 0.9'S FROM IRO R PROP LINE PROP NE 0.1'W OF1 G�/ 177� W PROP COR Q 0 'MAD , PROP LINE F"; ., FENCE .1 AP v1r 3.2' 4 D °, 0.4S OF �p PROP COR ° FIR G�� 0 " O 14.. D 6"M P� NO 4.1' 28' R 8 FIR (A 15.4' ° FENCE Q CppUQp O " IRO O '�° OD �, 02 6 AD ati 18"FIR0 0. VW OF G)r0 �Ci FIR �o- �• , FENCE 61 pp1 6"D J » PROP LINE OQ QQ� 2s FI 2871 ; 0.2'E OF P� 0�` " ° o Ol 6 ORQ 0"PIN PROP UNE Q 6pp O� g ° R CLF ti _ �I C0 O OQ 0.7'w OF - 422 .� 20" FIRO CLF P PROP LINE A 0 sfas "EVG y ti 15. 5' 61\ � PROP LINE ,, : ::: 6"DEC (A ° . � 28"FIR p•3'I 0 1 FI 0 CLF 24"FIRO r�* A FENCE � Z 0.VW OF 0 BLDG HEIGHT= � 0.4'E OF PROP LINE 24" FENCE 12.5' 20.8' -4-4-2AD PROP LINE O 20"FIR 0.2'EOF Q �' 12 y (o CLF PROP LINE - - - - * o > BLDG ym "EVG . fV 0.5'E OF CLF END N Q OVERHANG 2"E Ass O 0.1'E OF ly'� 3.8' 8 g� ti I PROP LINE 1B ti° LDG HT-9.5' PROP LINE W " IR ° MATCH LINE 6.3 .,:^I2.1' �� . 22 O 4 N w 16 W�� ♦23 �z o ' 26"F 14 1 4Z .. rm*1 (rl FF EL= ?� 4 O oD c��.' �O � ZO 0 424.5'2 " 0.VENCE OF � G pp p ti Y� PROP LINE D rn 19 y v 28'FIR 4"F Fme O 04 IOpp Q�O6' LY m FENCE COR W A28 4� 0.1'E OF OC) ... R PROP LINE 71 OD .' '� FOUND REBAR/CAP OD ANTER "DEC ° LS# 30581" � ► ryti� VGA � °,p� °. _ ON LINE (A v ,� �O� M BLDG HEIGHT-&5' QVG PST (2�10"EVG >� A.,..._CONi}: '�mi'•(3Q FF EL=421.9' Q PgopNQ��O CONC STAq£I5: ;i•• SHED COR 6� \ G -P.QR�H , qe 0.8'E OF Q3'D O�� 12 ,14"EVG :r: •3 �. s� f? PROP LINE 17.9 Q •••••:::::::::: GRAVEL EDGE 15.6' � FENCE END .'� 'p '� iv 0.4'E OF 7 0.3E OF ri PROP LINE) w 14.9� PROP LINE 12°,4-EVG o- w u! HOUSE NO. a RES U B �o A VE 7509 �! 12"EVG FOOTPRINT= Aug 01 2024 ��8.4�, 12,17 SF CITY OFEDMONDS DEVELOPMENT SERVICES tp FF EL= CHIMNEY 29 , 9 9 DEPARTMENT (2�12 EV �`' n� 42E '6' ".�� 422. 37.4' " w 19.4' qk EC 4r9. FENCE INTX 40 9 10"EVG `�'� e, za3 4 GRADE 0.3'E OF • `9 �° ' PROP LINE Nc . 4ZI.A BREAK GRAVEL EDGE .}"E °o BLDG "' CONC 0.5'E OF a° HEIGHT= PORCH'S 9 PROP LINE ••' "% 19.5' CONC-111w ' • q+' S K STAIRS 8".10 G I o h SAVE °�� N0. $ - 00, FF EL= FENCE CDR 10"EVG a 419.4' n ' 1 ASEE ELECTRICAL •ado ON LINE ASPHALT +'� ° o" o DRIVEWAY PER AFIV FOUND REBAR/CAP a^�y► 1 12 E 3 201602170520 LS# "30581 " SET REBAR/CAP a�0 �� N1�o APPROX. LOCATION PER ON LINE AT PROP COR �`' � �,�` L d;9 PAINT MARKS (TYP) FENCE END SDMH U 4 RIM-420.14' .e� a t4' FENCE COR 1 4'N OF APPROX. LO EWER I _ 0.2'E OF ROPE COR LYNNWOOD rod (PARKED ON) �,c3�s' N I SOP LINE FORCE LINE PER INFO �<j ... K cp `o - �� OHPT-455.63 PROVIDED BY CLIENT 0 �,� P O Ev 0 P P OHPPT==455.69 P P P CB (TYPE 2 LuM RIM=419.14 PP pp IE(SE) 12"PVC=� r; r .-, 1dT � ` ' �' �t�g e�M I ' P P P P APPROX LOC. OF 416.69` I tilt' + ,� p Z p �Ult.7 - *. UR ,s 41411 SET REBAR CAP CB (TYPE 1) QA� SDMH - ' o �� ACCESS STRIPING PLAT) �s sco �IM=413.63'S� RIM=402.54' TELECOMMUNICATIONS 0 LINE PER INFO <� , w - AT PROP o IE(N) 12"DI=394.24' PROVIDED BY CLIENT - LANE STRIPING IE(S) 8 CONC=411.43 9�p W W V W vi W W W W W W W W -� �� -S IE(E) 12"DI=393.00' N NTH �� SS SS IE(W) 12"DI=396.34' APPROX. LOCATION S1 cn S -SS ��' "S9ST j' ,u SD SD-'-SD-SD SD �SD PER RECORDS (TYP) g _ -- -- - 0ti be f Oo(PU C�RIGHT OF WAY) .``° SDMH ( �e SS S SS SS SS SS S SS SS - SS RIM=419.93' SDMH IE(N) 8"CMP=416.28' LANE STRIPING RIM=414.45' RIM-411.78 RIM-402.008H Y� E(N/E/S/W) 8-CONC- IE(E) 12"GONG=415.73 o� IE(E) 12"GONG=407.83' IE(N/YV) 8-CONC. IE(S) 12"CONC=416.08' E(S) 8"CONC=408.85' 402.15 (C.C.) IE(E)12 CONC= IE(NW) 12"CONC=416.31' CB (TYPE 1) - ANE STRIPING ' ''r .�° IE(SW) 8"CONC=408.20' 38&48'(C.C.) (� `*..•.r�.f�...L1r�S..v- } •: -.A �'P *� MIE(W) 12"CONC=409.15 ►IE(NW) 8"GONG=409.15' ' IE(NW) 12"DI=416.48. B (TYPE 1) • ' • �,�� m IE(N) 8"CONC=411.62' e SSMH �, �� SENTR HO■ IE(W) 12"CONC=411.97' RIM-418.93' ' - APPROX. LOCATION PER 0 '% •' �"� IE(N/E) WCONC- PSE MAP NO. 0163070 409.43'(C.C.) APPROX. LOC. OF SSMH TELECOMMUNICATIONS RIM-416.87' LINE PER INFO E(E/SW) 8-PVC- PROVIDED BY CLIENT ` / 405.57'(C.C.) C 1.20 INDEXING INFORMATION SW 1/4 SW 1/4 4 4 SECTION: 20 TOWNSHIP: 27N a S a RANGE. 04Z W.M. COUNTY: SNOHOMISH W o � � 0 o rn Ln cl) N 0) 0 Q 0- o v a X = Cal N o _ 0 0 p W Q Q W 2 Q UI 41 O a_ (1) 0 (n o .1 0 0 c o °J 0 00 00 < U N > > 00 Z CD a) N X m Q W JOB NUMBER: 212650 DATE: 01121122 DRAFTED BY JPH CHECKED BY.' CSP SCALE 1" = 20' REVISION HISTORY 02114124 I ADDED UTILITIES SHEET NUMBER 2OF2 ` Fl o 0 3' 8'FIR TF 0 \\ \ \ p 1 OF LINE i / •FlR / / 19'C D \ \ 2 371 i22- PRO0.P CDR FROM / , I _ J -422 / E 30"FlR _ , _ - I FEN 1 / /'� -/ _ � +' 0 4-AR 1 14' o PROP SI COR 45•MAO "M ' 24 , RI 25"M 4 FIR TF 1, 4'LB I D 8'MAD \ O .5 MAO' MAo 13"M 1 FIR �u APPROXIMATE LOCATION OF WL z4� \ " / TF �C�ARY S�OCK%k& MAY NE X TF BE R LOCATED TO AgCOMMODATE SF Jo\�Y° •' CONSTRUC110N AC11VlYlES a SEQUENCE. PO,t 6pG / STOCKPILES SHALL BF<KEPT odb' 1) 0.rWC F - ' - - _ COVERED WHEN NOT I USE PER P\\3 PROP LINE -+�' i JURISDICTION REQUIRFI ENTS. I I 22'FlR I I� ` , , ,�•J I 0 _ . x 'I \ ,e•Ev cLF TF `\ ` \ I Q I �cFY6�1°fig \yc PROP LINE O TF SP SP x 24 % 23'FlR v TF i I pv APPROXIMATE LOCATI TF COIV `� 2 1 L MPOR �Y Y FIELD 0 PRE OF E r BEIELOCATED TO CLFs� ACCOMI DATE CONSTRUCTION 0.5'E OF x ACTIVITIE�SEQUENCE. PROP LINE 1 I II 0 18"EVG FPS°°�°C g6' C' .S(,) SF TF o05 $tip P ' �1 $� I 4- I \ x O• I ` TF NCE 1 0.4'E OF 8 DIEDI I - x / PROP LINE I CLF INTX 0.1'W OF � PROP INE I II WL I _ WL I i O �20 - 17•FlR 15.4 TF ` Q 0 'E I TF 0 E J / °I I 10'PIN C TF 0.VE 0 x PROP LINE / / I / SF I 6 MAD I 4??\ 6 I 422 I I z SF CLF 0X EN 0.1'E N( \ \ kt kt I PROP ULPN i p `,� I a w l II I ► � 1, I � � L b , ; 4•EVG I ,C; TSP O / \ ♦ I I \ I I CE OXE OF \ \ WL ROP LINE b S I TF _ TF OFO PI LINE � g I 20' / USE DETENTION SYSTEM ROUGH EXCAVATION AS m I - z I 1 I I OU REBAR/CAP TEMPORARY DETENTION AND SEDIMENTATION POND.; - _ - - / - ' D "30581- LINE TESC TSP FG ELEVATION = 419.00 ` // I HA I TESC TSP TOP W.S. ELEV. = 418.00 --3,165-SF TESC TSP BOTTOM W.S. ELEV. = 415.00 --2.066-SF I TESC TSP SEDIMENT ELV. \ i' '� I --422-?� - - / I ' - - - - - - - - _ = 414.00 --1,710-SF �� 1 I TF I� I I ' QPv° I I I SF azz- - I I I I TEMPORARY OUTLET PIPE I I 0.3'EE IE(S) TEMP 12"SD=415.50 i PROP EXTEND SILT FENCE I AROUND TEMP OUTLET TF SF II I I WL � D I °( e I TF _ s DE \ II O I I \\ ` OF P UN i I I I \_ \\ TF WL CB-004, T2-60" h RIM=419.25t' 529 IE(N) 24SD=414.35' I \ I 1 EAVEIE(S) EAR 10'SD=414.75' I NCE CDR ON LINE V I W/ CONTROL STRUCTUREOUR I \ O � � LI LI CITYrr of EDMCN DIRECTIONAL SIGN I SF _ _ _ I I \ \ PRaP °� OUND REBAR/CAP / SPROP AT PROP/COR �8-LF 12" SD GB-002, T2-4$" \ ON LINE Y > -44-LF 10" SD RIM=417.75t' \ TEM V @ 0 5% LTIUruU '+x + VAUL I C 1.7% IE(NW) 10"SD=411.75' I \ NO. 8 - 101 ELECTRICAL RIM=419.10f' IE(S) 10'DIP=411.65' I \ PER AFNT PoM�2A74' (PAFaD W) IE(N) 10'SD=414.70' I CE SF \ 12D1602170520 \ IPXN OF IE(SE) 10 "SD=412.50' \ _ OCR TF 1 W/ BYPASS r� T TF SCHOOL ZONE - SP® LIMIT SIGN INSTALLED WITHOUT 0 -13-LF 10" DIP TREATMENT MEDIA UNTILC�0.77 SF P HP OHP _ - - SITE IS STABILIZED OR SF L TF SF 1 WL TF , _ _ _ , -OH 3 UGC INSTALL TEMPORARY CB., TE VLT p r - - - - UTILITY CROSSING - P PJ . - e WL UCH u. CONDUIT BOTTOM=412.75 " �� P .. P P P WOO m RM=41 ` � _WGC SD DIP TOP=412.60 0 a 41a85 P Q Ct E T \ IP \ \ AT PROP COR IP ZE W W W WL LANE STRIPING W W W W- W-73.5-LF 12" DIP W ° o Iq " `TGaL,�4,,.,s APPRCX LOCATION RECORDS ("P C0.27% - - - - - �- ��T-I-F S CB-001, T1 _ - _ _ _ _ _ - gN)TCM141878 E(giria SD a2�1NL------ SD D _ - _E1a _ _ \-----�7a2)lrly------- VANED GRATE �\ SD T SD SD SD SD - V RIM=416.41t' IT OF WA) _ _ _ IgNxt lrma4l 3r Poa,89 IE(N) 10"DIP=411.55' y / cr) IE(NX 8'CONC-409AS(C. ) IE(E) 10"DIP=411.55' _ S E> SS SST S S S S _ _ S S IE(E) WCOND=VAS - S S SS 0 / ) WL 1 q" B' E1Wj 1YCOra/m.15 LANE STRIPING A�6 WL IEW rocNO="Is. Y Y Y Y Y Y Y Y D_aD_aD_a�a U C) U C) U C) U C) Q TEMPORARY EROSION & SEDIMENTATION CONTROL NOTES Q Q¢ Q¢ Q o o 6 1. SCHEDULE A PRE -CONSTRUCTION MEEIING WITH CITY ENGINEERING DIVISION MYBUILDINGPERMIT.COM AND EMAIL Y Y Y Y Y Y ENGI NEERI NGPERMI TS@EDMONDSWA. GOV TWO BUSINESS DAYS IN ADVANCE OF REQUESTED MEETING DATE. a a a z z ? m U C) U C) U C) 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. PRIOR TO ANY WORK, CALL FOR UTILITY LOCATES AND COMPLETE FIELD VERIFICATION OF ALL 4. INSTALL TESC MEASURES AND MAINTAIN ALL TESC MEASURES ACCORDING TO CITY OF EDMONDS APPROVED PLANS. 5. MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 6. THE EXISTING ASPHALT PAVEMENT APRON BEHIND THE EXISTING SIDEWALK SHALL BE RETAINED AS PART OF THE STABILIZED CONSTRUCTION ENTRANCE. SEE STABILIZED CONSTRUCTION ENTRANCE STANDARD DETAIL ER-901 ON SHEET C2.21. z 7. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND 0 SEDIMENTA11ON CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. m w � 0 8. SITE SECURITY IS THE RESPONSIBILITY OF THE CONTRACTOR. A SECURITY FENCE WITH A SWING GATE AT THE TEMPORARY J J J J J W Z CONSTRUC11ON ENTRANCE IS SHOWN ALONG THE SITE PERIMETER. EXACT ALIGNMENTS AND LOCATIONS CAN BE ADJUSTED TO MEET Q Q Q Q Q J W 0 SITE SECURITY AND WORK AREA NEEDS. EXISTING FENCES MAY BE USED IN LIEU OF TEMPORARY FENCE WHERE SUITABLE TO SITE 0 SECURITY AND WORK AREA NEEDS. m m m m m z J W 9. THE EXISTING 212TH ST., SW SIDEWALK SHALL BE KEPT OPEN AS MUCH AS POSSIBLE FOR PUBLIC USE, EXCEPT AS NEEDED TO m W W U) W of m W W U) W W v) W=) of m U) 0 z U) z PERFORM SPECIFIC ACTIVITIES SUCH AS UTILITY WORK AND SIDEWALK REPLACEMENT. Q W 10. FILTER FENCE SHALL BE PER CITY STANDARD DETAIL ER-900, PROVIDED ON SHEET C2.21. W d W a W' W d W a W' W a � W a W > a � U C7 U C� C7 C7 W Y Q z 11. CATCH BASIN INLET PROTECTION, AKA FILTER SOCKS, SHALL BE INSTALLED AT CATCH BASINS SHOWN AND ANY CATCH BASINS z_ z_ z_ z_ z_ z_ z 2i DOWNSTREAM FROM THE SITE, AS COORDINATED WITH THE CITY INSPECTOR. SEE CITY STANDARD DETAIL ER-902 ON SHEETS C2.21. 0 J 0 J 0 J 0 J 0 J 00 J Fn W 0 m 0 m 0 m 0 m 0 m 0 Co W 0 Of 0- 12. ORANGE PROTECTIVE FENCE SHALL BE INSTALLED INTERNAL TO THE SITE, ALONG SHOWN TREE PROTECTION ALIGNMENTS, AND SHALL Q- v v v m N N N BE MAINTAINED FOR THE DURATION OF THE PROJECT. N o N 0 N 0 N 0 N 0 N 0 N 0 N o W C`I C`T C`, C`T L\, N C`, C\I 13. ALL DISTURBED AREAS THAT ARE NOT WITHIN PROPOSED BUILDING FOOTPRINTS OR PAVEMENT AREAS SHALL BE COMPOST AMENDED M 00 N C-) o 00 o aD 00 Q CO 0 00 Q 0 PER ECOLOGY BMP T.5.13 AND CITY STANDARD DETAIL SD-642, SHOWN ON SHEET C2.21. o o 0 0 0 0 0 0 TESC MASTER LEGEND 1 CE STABILIZED CONSTRUC11ON ENTRANCE C2.2 2 - X - X O X - X - TEMPORARY SAFETY & TREE FENCE C2.2 FILTER FABRIC "SILT" FENCE Q) C2.2 WORK LIMITS IP CATCH BASIN SEDIMENT TRAP 4 INLET PROTECTION C2.2 5 TEMPORARY SEDIMENTATION POND C2.2 6 SP TEMPORARY STOCKPILE C2.2 July 31, 2024 U) N 000 m J�c U C0�� 0O c D)N 0 U)(0 U �>��@ a_ w�// Y > LO U NON > 1..1- :o O cA � a IO Lo(n N cn N �� J LLI CD 00 H 3: rn LU U Z 2zOO O 0 W U) Z_ LU W» »wa Q V = W LLI a= U) Of LU J a W U) O O Q N J L0 z CO J RESUB Aug 01 2024 CITY OF EDMC�{pS DEVELOPMENTS ICES DEPARTME J d o Q j LU LU W rn rn i LU00zo 0 C) fU)0� ~Urn Z W Z of = Lr) Q dUjQo 0 CD -iNoa U J N V7 Qo'0 LU L W W O U pv Know what's below. Cal I before you dig. I PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. APPROVED FOR CONSTRUCTION JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: - SD SD DATE: APPROVED AS NOTED 22017.01 / 416-018 - 20 0 20 SHEET SS S SS - 9/20/2024 SCALE IN FEET BY: (n CITY ENGINEERING DIVISION C2.00 A I I TF I I I I 110 I o I e ogo o , USE DETENTION SYSTEM ROUGH EXCAVATION AS TEMPORARY DETENTION AND SEDIMENTATION POND. I Q O�� TESC TSP FG ELEVA 9ON = 419.00 ' TESC TSP TOP W.S. ELEV. = 418.00 --3,165-SF i SF TESC TSP BOTTOM W.S. ELEV. = 415.00 --2.066-SF I TESC TSP SEDIMENT ELV. = 414.00 --1,710-SF ' I I � \ to \ EXTEND SILT FENCE AROUND TEMP OUTLET I I I i I i I I PQ I° I I II I I I 1° I WL I J TF I p I �I i Y - ' x_ ¢22 ' 422- - - - - - - - - - - - I I II N I O x I I I �I OI ' x OI ' , I II x III I I � I � I -422---- x p I I ' II I FENCE TEMPORARY OUTLET PIPE x II I 0.3'E / I IE(S) TEMP 12"SD=415.50 ' i I I PROP x O TF SF I I I� O � I x I I ❑ x TF x pl I x I I - I I °II I� ° _ 5"DEC it r x IN I `� OF I I� PI I P LIN TF WL CB-004, T2-60" I \ RIM=419.25t' IE(N) 24'SD=414.35' I 1 IE S 10"S = SA EAVE F�:,� r.,1 • /.,�i.,1 /.,� /./1 /,/1 rr� 1 /., . • DIRECTIONALLwjm ON III CIT•• ��i•��i•�/•�/•�/•��. �•1�i•�i �� I1��f1�r!��/1�/•�/1�. �Y • 11 'i 11 SET REBAR/CA IGN •/./...�.F.•i.-•�r'�-' •. 1 1 1 1 1� �1� p�L/1/,.�/.,�L,1� SDI ��N�r�1i ♦♦♦ - (PARKED ON) W/ BYPASS INSTALLED WTHOUT TREATMENT MEDIA UNTIL .. . TEL �/ti�1y .. SITE IS STABILIZED OR / . / .. R ON '. - -- �� , � �� 'rl.,c'. ;. vrii��rri. �19w.�-'._ li.�/li �.R4 � � , I • . I� � `, • � • • 1'�! ��! Deli �,�t�ti►.i. �.�.�'��'._ � a►� �.�ir� 9 s. _ - -� P vw4aff 1; —�.•7 • �� 1 - ■ ism . _ . CROSSING��i --jI—�uv;c UGC��U- COND - SD :1 1 ® - — ��r� - - - ®`� , IIII ■ci-■��Ifffffffff��<fff�■■ psi ■■■■■0 ■■■■■■ man sii+ll / i �'ff.• : 1 1' C� 1 • • 1 1 - .. • �i�i � 1 11• � 1 1 • 1• 1 1 : 1 08 LANE STRIPING IE(SM • : 1 1: 1 �y • 1 ,1• 1 0 1 0 . �� URB LANE STRIPING JOE- CB (TYPE 1 — --'------- CO RIM=418.98' Iq d E(NW12"DI=416.48' a a a d a d °' °. dd A a.n a n d. ° d �. a ° a n CONC SIDEWANa ° c n a 4. - - - - - ° c ° a \ ° ° d ° d ' nd. m 180 MAP ` n APPROX. LOCATION PER PSE MAP N0. Q16307 c� z CB (TYPE 1) RIM=413.77' IE(N) 8" CONC=411.62' IE(W) 12"CONC=411.97' U U U U U U U U Q J J Q Q Q Q Q Q O O D_D-D_D_D-azz m U U U U U U z O_ J o_ 17: 0 2 m W J J J J J Q Z:) W o7 p Z 0 o W W W W W D 0 0 Z 0 Z Q Q w E-5-mmm w w � w w w w OfZ Q Z > > > > > > W W m m I m m I m m o a V V V V M N N N N O N C. N O N Co N O N CD N O N O W N i`! C`I i`! C\I i\! C`I C\I Q M N O O N O I- 0 U')LO 0 0 M Co OD 0 O V 0 N 0 July 31, 2024 U N m J�� U cl �SIN 0 U)Q0 U `>� 00 0- LU Y > i U OLN > �(040 �co N c/) N I— r-- J LLI CD 00 H �rn O W U Z zOO ZC6Uz LU 0 W j LU U) LU Q Q W LL, a5 = LU Jaw cn o C9 U � N J L z co J RESUB Aug 01 2024 CITY OF EDM(W DEVELOPMENT S ICES DEPARTMENT Lo O O ,6 w W N O W00 o0 OZ �U)U(,=4 ; Z Q >-I- —bcc,:)> H W z (0 � U) (=) d U)Qoo iiNCQ LU -1 N Q 0,) 0 S W W O U / Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. APPROVED FOR CONSTRUCTION JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: DATE: APPROVED AS NOTED 22017.01 / 416-018 10 0 10 SHEET 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION (' C2•01 Im A 101 I CLF EN I `\ 0.VE 01�, 10 PROP LINES 110, I 1 I I 1I Jz� I \ MATCH LINE I° . . I 1 I I 1►1 r i � o r TF r I 1l0 I ■T4J P�6_1 pvvc I P r-gQ Q ° USE DETENTION SYSTEM ROUGH EXCAVATION AS TEMPORARY DETENTION AND SEDIMENTATION POND. I TESC TSP FG ELEVA 9ON = 419.00 TESC TSP TOP W.S. ELEV. = 418.00 --3,165-SF i SF TESC TSP BOTTOM W.S. ELEV. = 415.00 --2.066-SF I TESC TSP SEDIMENT ELV. = 414.00 --1,710-SF I I I O I I I I O tEXTEND SILT FENCE AROUND TEMP OUTLET I I I i I I � I I I I ry ! I CD I I 1° I WL I IJ TF I ° I II I° ° I° 52.9' I E VF % �mg s�1i�1•�r'' CITY OF EDMONDS T DIRECTONAL SIGNSET REBAR/CA �•• •1'i• j AT PROP COR I�. (91 \I �� • �.� 1 • 1 1 1 1 1 1 (PARKED ON) JBYPASS INSTALLED WTHOUT MEDIATREATMENT /., STABILIZEDSITE IS OR 1 • 0 INSTALL TEMPORARY TEL- NW CRNR VAULT LID �7. -- i -0c C-- 422 1 , � l \ \ \ \ \ \ \ � \ I ' \ I / ` I ` 1. � \ I \ I I TSP I ` ` I \ cV I \ \ I I � I I I I 1 I 1 \ 1 \ 1 \ I 1 1 � 1 - 1 11 \ 1 I I I ►I I I I I z I SF X a' I � X 00 W m I 4 F° co X X EV i1 x °1 n 4"EVG 1 2 U LC I O j X I °I I X 2"HAVI I I I X I- - - - - - - - - - - 422- --------------X -- o I I 0I 01 I II -I II 01 I � I I � I x 11 I � I � I X 0 I I 1 X 0 1 I 1 p1l 1 x I 0 TF SF I I o r x I p X I TF X x OII I I �> X I ° 1 1f ° _ I 5"DEC I I I � I ` J ` \ - � TF I ---- WL CB-004, T2-60" RIM=419.25t' IE(N) 24'SD=414.35' I IE(S) 10'SD=414.75' W/ CONTROL STRUCTURE I I � ° V° I °o I 1 CB-002, T2-48" 1I ro RIM=417.75f' -44-LF 10" SD IE(NW) 10"SD=411.75' C1 7� I IE(S) 10"DIP=411.65' ° a CE 1 ° ° ° ° a 0 19 U0CE1M TEMPORARY OUTLET PIPE IE(S) TEMP 12"SD=415.50 SF ,-422--- , 1 TF �UTILITY CROSSING P D CONDUIT BOTTOM=412.75 UGCB)111111111111111 SD DIP TOP=412.60 mu :777�__l -13--LF 10" DIP @0.777. SF TF W4. 41111v* mil - e FENCE p� -� )p \'\'G 0.1'E OF Q P� S,6 ROP LINE p1Q��e�Oe� FE C COR 0.1' OF P LINE XD REBAR/CAP 30581 " LINE FENCE 0. SE PROP 9' IN _iii OF P LIN I '1 1 FENCE COR \ ON LINE 1 \ ` FENCE COR ;.` 01E OF PROP LINE \ OUND REBAR/CAP \ `A LS# "30581 " ON LINE TEM NO. 8 - ` \ 10' ELECTRICAL �\ EASEMENT PER AFN FENCE E2101602170520 \ 1.4'N OF PROP COR SCHOOL ZONE — _ —SPEED LIMIT SIGN APPROVED FOR CONSTRUCTION HP-0HPOHPOHP-0HP IHP CITY OF EDMONDS -' -41 - -- Q_} �OH OHS OHP ENGINEERING DIVISION WL A' DATE: APPROVED AS NOTED —P " P a 10 0 10 UGG a P P P P P P P 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION U U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ ¢ O O D-D-D-D-D-azz m U U U U U U z O_ J I- 0_ 0 m w J ¢ J ¢ J ¢ J ¢ J ¢ �o W 07 o z O F > W w tY W w tY W D 0 0 Z 0 z ¢¢ i�: a w a- w a w a-m w w m w m w< ¢ Z_ 0 Z_ 0 Z_ 0 Z_ 0 Z_ 0 Z_ 00 Z Fn W m m m m m m 0 0_ V V V V M N N N N O N O N O N O N O N CD N O N O W cal c� cal c� c\I c\ cal c\I � 0 0 0 0 0 o 0 July 31, 2024 U N m J�c U �o1� c 0)N o t UU >00� 2 1 0- WCUON Y > i U > �(0:,!�0 cn � a �Co N c/) N H� J LCD H �� O W U Z z 2o W pwu)z LUW»>>w a Va W LQ ,=�� W �0 J S w cn O Q NO J L0 z co J RESUB Aug 01 2024 CITY OF EDMC�{pS DEVELOPMENTS ICES DEPARTME Lo = o �w� 0 tj=0000 0 6 (n of U5Oo Z Q �w1(0 W Of L5 J 0-(nQo U dNC6LIL (n J j0Q LU Qozp �L� WLu w c� G O U pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C2.02 FENCE 0.4'S OF PROP COR P P�n00 \lG � N 89°21'47" E 104.40' (104.5' PLAT) OF WL TF --- - -_ 1� — TF _ __-- WL PRO 0 _ - -424------''' E „CH p FIRO „MA 0 I '' 8"CH 6"CH - ' 8"FIR P " TF O > LF ND i "FIR �' ` "FI 21 422 - - - - - - 1 W OF LINE /' 23"FI & 0.9'S FROM '� 9"C D PROP COR -422--'' , / O 16"EVG CLF ---_ 0.7'W OF / PROP LINE _16"EE / k I ' ' 8" C I ' 45"MAD , 1 I , 42E, " 1 ' �10.5'1v1 ADS x TF 1 'MAD ' 13"MAD 424` , \ / 0 % x- O 1 i cLF TF OF PROP0.1'WLINNE� TF O 23"FIR 1 LL X O x EVG +l x"',r X X CLF O 0.5'E OF 16`i VC x PROP LINE 1 a X 16"EVG TFI � I 1 I � 1 � I 24' x I 1 1 � � I I 8"CED I I I x I I I�I -r 1 I CLF INTXI l 0.1'W OF! I I PROP LINE W1 , I I I I I Q 0 I N I , I , , I I SF � � I � I I coo\ P0690 00� �F\- I �` 0 P Q� It O , � I, ' I O cL TF i 0.3'E 0 D PROP LINE n / O Y / C / ' SF A MATCH LINE 422 , 1 I I I I CLF ENI 10 I 0.VE Ot I0 PROP LINE" I I Io I I I' I 10 I I • I I II �o I I I I 0 1 I I I 10 I 01 I P�GO�o0000 �OOgO SQ F'( O� ' 8"MAD I 4"FIR O I ,' O'FIRIII 14"M AD� "FI 24' 1 25"MA 4'FIR � I ' TF O ,^� I, o 8 FIR 14' A APPROXIMATE LOCATION OF I WL TEMPORARY STOCKPILES. MAY I ' X TF BE RELOCATED TO A OMMeTE_ �77MSSOENCEX o STOCKPILES SHALL BE KEPT O COVERED WHEN NOT IN USE PER yc 17"FIR S F CN JURISDICTION REQUIREMENTS. i I II x O I I x I I I � , , O of ' I / I 22"FIR I I x I o x 01 ��. \ x i O O \ x 24"FIR'1 S P TF APPROXIMATE LOCATION OF TF TEMPORARY FIELD OFFICE. I MAY BE RELOCATED TO x—O�Ilvlb[i/{11STRUCTION I ACTIVITIES SEQUEN E. 0 1 x 1 0 I x !1 I SF I I X O !1 ' TF � o II� / I�o / !1 / it ' 1� X O / x WL O X — 4201 O / O 0I / 1 17"FIR TF / TF 01 / X 11 / O 0 / I 10"PIN / I / I I i o I I X ;I. I I x 6"MAD 01 cli o I x 0 I _ _ I X it 422 I s ` � X 00 \ x 4„FI X 01 ` I X I 0 ` I o I X EV I 0 0I i 4"EVG , � I 1 I I X o ' I I 0 / �I x I T T PP 11 I I a 15.5'----J FENCE 0.2'E OF PROP LINE FENCE 0.4'E OF PROP LINE II — -420— — 15.4' NE E FENCE 0.1'E OF oDno I IAIC P�G0 \61S' \vG APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10 0 10 iiiiiii I- 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION U U U U U U U U Q J J Q Q Q Q Q Q O O D_D_D_D_D_azz m U U U U U U z o_ J 0_ 0 U m W J a¢ J J a J Q J Q � W u, o Z g onz W Wm 0 W Wm 0 W Woo F- oo J W W W W W W D 0 0 z 0 z Q a w a-5-a-5-m5-w< �0000(DWZ w w w w w J J J J J J z > > > > > > W W V V V V M N N N N O N O N O N O N O N O N O N O W N N N N N N N N Q M N O O N O I- 0 LO 0 LO 0 M 0 OD 0 O V o N 0 July 31, 2024 U) N m J�� U � R It c) M 0)N 0 U)( U � >� 00 LL.I Y>� C.) N N > 7 � �o �Co N c/) N I— r-- J LO H �00 LU U Z 2zOO O ZC 0z LU W» »Lwu¢ Q V= ww�� a= 0 �U) W J o W cn 0 C9 a U N 0 Q J z co J RESUB Aug 01 2024 CITY OF EDM(W DEVELOPMENT S ICES DEPARTMENT Lo � � O 2 OJw °o O 0 ~ rn o z W 0 CD ofU)04 I z �~Orn Z w o J dcjQo 0 U d 04 C6 LL (n JN0Q LLU r Q�0 L WW W 0 U pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C2.03 U U U U U U U U < 2" x 2" WOOD/STEEL J J < < < < < < 0 0 Q_' U Z_ Y Y Y Y Y Y ? FILTER FABRIC SECURED _ U U U U U U z z m TO 2" x 2" 14 GA �j� WIRE FABRIC EQUAL P� � \ 4 _� 25' MIN RADIUS �oPa� 0 0 O O QUARRY SPACES I O O 2-4" MIN DIA 4 Q 4 12" MIN DEPTH TEMPORARY CHAIN LINK SITE CONTROL SAFETY FENCE NOTES: O O 1. TEMPORARY CHAIN LINK SITE FENCING SHALL BE SIX FEET IN HEIGHT MINIMUM AND ALL PANELS SHALL BE COMPLETELY O SECURED To ADJACENT PANELS. \ \ O O z 2. TEMPORARY FENCE SHALL BE BRACED EVERY THIRD PANEL OR AS NECESSARY TO MAINTAIN A STABLE AND SECURE iv GRATE J 4 d \ PERIMETER FENCE. 3. FOR TREE PROTECTION MEASURES, TEMPORARY 6-FT. HIGH CHAIN LINK FENCE SHALL BE PLACED AT OR OUTSIDE THE \ I w DRIPLINE OF THE TREE TO BE PROTECTED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING NATIVE BACKFILL MATERIAL 8.. U) T 15' MIN CONCRETE PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. I �a a ¢ a Q Q z qe FILTER SOCK WITH J uwi O 1 < PROVIDE FULL WIDTH �. F- FJ OVER FLOW HOLES tz � < V) OF INGRESS/EGRESS 4. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE (TYP) m m m m m z w DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND 4 FILTER SOCK WITH D D D D D m SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. OVER FLOW HOLES + _' _ W w W w W =) o co 0 z z • (TYP) < < DETAIL NOTES: 5. WORK WTHIN TREE PROTECTION AREAS SHALL BE DONE MANUALLY ONLY. NO STOCKPILING OF MATERIALS, VEHICULAR FILTER FABRIC MATERIAL IN CONTINOUS ROLLS 4 e . CATCH BASIN a TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE TREE PROTECTION FENCING. USE STAPLES OR WIRE RINGS TO ATTACH Of W >_ W W W W W W FABRIC TO WIRE ; 0-D_ D_ D_ D_ D_ I j < 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE o 0 0 0 0 0 W z 6. MAINTAIN IN ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS. _ _ _ _ _ _ AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 2" x 2" WOOD/STEEL POSTS� � .d, z z z z z z z 2i •��'� � D � D O D� J J J J J J J Fn W O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. - D D D D D D W Of TENSAR GS-1 SAFETY FENCE OR EQUAL m m m M. m m o a V V T V M N N N NOTES: (BRIGHT ORANGE PLASTIC MESH) WIRE MESH FENCE a o 0 0 o 0 0 0 o W o TO SUPPORT FILTER `; 00 M � � � Q 1. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED 10 I FABRIC M N o o N o 0 ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. N . - o 0 0 o 0 0 0 0 14 GA GALVANIZED WIRE 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH - 4 H ER ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. � (0 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL N MATERIAL 8" TO � BURY BOTTOM OF FILTER FI FI BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING NOTES: n DEVICE. 9 .r 6' MAX CATCH BASIN 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN po �yCIST�R�O ��<v THIS APPLICATION AT ALL TIMES DURING _ _ _ _ _ _ _ _ _ _ _ CONSTRUCTION PERIOD. �SSfONAL�c`�\ PROJECT MIN LENGTH OF (FEET) =PROVIDE ATB OR ASPHALT _ _ _ NOTES: SIZE QUARRY SPALLS* TRANSITION WHERE FRONTAGE _ _ _ _ _ _ _ _ _ _ _ _ _ = 2. ANY SEDIMENT IN CATCH BASIN INSERT Jul31►, 2024 ROAD IS AN ARTERIAL. SHALL BE REMOVED WHEN INSERT IS < 1/4 ACRE 30 LENGTH TO BE DETERMINED III 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER ONE-THIRD FULL. < 1 ACRE 50 BY CITY INSPECTOR. EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON CITY INSPECTION REQUIRED ON 3. CITY INSPECTION REQUIRED ON ALL 3: < 3 ACRE 100 ALL EROSION CONTROL METHODS 14 GA GALVANIZED WIRE ALL EROSION CONTROL METHODS EROSION CONTROL METHODS BEFORE UN 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION o > 3 ACRE 100 BEFORE OTHER WORK CAN BEGIN ACTIVITY. BEFORE OTHER WORK CAN BEGIN OTHER WORK CAN BEGIN. o00 E STEEL FENCE POST 5' HIGH MIN 0, _j inoC REVISION DATE REV SION DATE _ REVISION DATE o ON 0 STABILIZED CONSTRUCTION JANUARY 2018 TREE PROTECTION FENCE NOTES: FILTER FABRIC FENCE JANUARY 2018 - TEMPORARY JANUARY 2018 CITY OF EDMONDS ENTRANCE 1. CLIP FENCE TO GALVANIZED WIRE AT FOOT ON -CENTER SPACING. CITY OF EDMONDS FILTRATION SYSTEMS CITY OF EDMONDS SEDIMENT TRAP Q 2 Moo@ 2. WIRE FENCE TO STEEL FENCE POST. PUBLIC WORKS 0- Y � i 0 PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD FOR CATCH BASINS STANDARD M 3. TREE PROTECTION FENCE ALSO MAY BE USED AT CLEARING LIMITS IF AND WHERE TEMP CHAIN LINK FENCE CANNOT BE W cu � N > DEPARTMENT DETAIL PLACED. DEPARTMENT DEPARTMENT �� 0 DETAIL DETAIL cn Z--Q APPROVED BY: R. ENGLISH E R - 9 01 r '„ `?" APPROVED BY: R. ENGLISH ER-9 s t I g 9 APPROVED BY: R. ENGLISH E R - 9 0 2 U-' vim, N � CONSTRUCTION ENTRANCE DETAIL CE TEMPORARY FENCE FILTER FABRIC FENCE DETAIL X X �F INLET PROTECTION DETAIL P N (4 - NTS N TS `� N TS NTS I- r` J U) 0O W 00 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) 0' W Z_ -0 (SEE NOTE 1) AREAS (SEE NOTE 1) O pO(D wU)z ME of o NATIVE EARTH OR COMPACTED NATIVEUNDISTURBED MATERIAL BERM TO 95% M.D.D. ASTM D1557 UNDISTURBED w = NATIVE VEGETATION 0 � , TURF/LAWN/LANDSCAPE � W" > > w Q ( ) of Q C.% WWIco� O PERFORATED GRAVEL N IPEROUN RISER '. � C7` illsw � cn O MAXIMUM WATER UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL U C-4 � WITH FILTER FABRIC WRAP. �, z SURFACE ELEVATION 1.0' MIN. C7 z \`. co J STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 - NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING RESU B 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. Aug 01 2024 CITY OF EDM N DS f !' 1"-Y WASHED GRAVEL 2" ORGANIC MULCH ///�/� GRASS: SEED OR SOD /// �! // / O" DEVELOPMENT SICES .=! DEPARTME TEMP POND BOTTOM ELEV. PER PLANS, - - - -=u I CI I r 11-1 C L, RETAIN 6" NATIVE ABOVE FINAL WEIGHTED BASE TO II I n�li1111 oCD PREVENT FLOATAITON - IIU= W= Fi HEW EXCAVAION BOTTOM ELEVATION. FILTER FABRIC 3" OF COMPOST -II 1 TIM 11-I 1,75" OF COMPOST INCORPORATED w W N TEMPORARY OUTLET INCORPORATED INTO 5" OF I INTO 6.25" OF SITE SOIL (TOTAL 0 > = o 0 SITE SOIL (TOTAL AMENDED -=TTj=jTj- -jTL jTj AMENDED DEPTH OF 9.5", FOR A J W 25 PIPE, PER PLANS. W o= z o DEPTH OF 9.5", FORA Elll-III-III-IIEJI III=III=11C-111�1�111=1 SETTLED DEPTH OF 8') FI11=III=III=11 EB 1 I I -III -I I EE I I I I -III o SETTLED DEPTH OF 8") -Id I I -I I I-1 11=1I C� 15111 1 C I L=1�I=1 I I-1 T PI I I-III-III=111-I I I=:q I [a I -11 Ell EB I EB I I rl l l OC:> 1�1 I I I I I„ Il l l-I1I ICI, 8" III 111�11-11n1i �n l ,I w w z� CD 5 TEMPORARY SEDIMENTATION POND I I� I 1 SUBSOIL SCARIFIED 4" BELOW 1 1 -1 SUBSOIL SCARIFIED 4" BELOW 0 Teo NTS COMPOST AMENDED LAYER ; -)' COMPOST AMENDED LAYER 0 O U j Q CD (12" BELOW SOIL SURFACE) _ 1' •L� (12" BELOW SOIL SURFACE) D 12" �HCCD j 0 04 < if OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND g g o 5-3 GENERAL NOTES: o r PLANTING BEDS TURF (LAWN) AREAS W w 1. AREAS OF NO DISTURBANCE ' >r - SHALL BE FENCED AND EXISTING O U r 2" ORGANIC j� jV�� GRASS: SEED VEGETATION AND SOIL SHALL BE MULCH p^ OR SOD PROTECTED FROM CONSTRUCTION 6 MIL (MIN) CLEAR PLASTIC SHEETIN IL-�Ir�lrr�Il�l llrl(- 1L-�111=111=1I1=III=iII IMPACTS. ANCHOR WEIGHTS WITH TIT=11r==111Ei1L-I Ti-n I r111=III--J 11� I L=11 f-1I I e 1 I� n=III=1 � 1=1 STAKES III-III-II1�IC IL-111-I I ICI 11=L-III-II 2. TO MEASURE SETTLED DEPTH, 6" IMPORTED 11=II I-lIi=111� 1=1IIEIII I - I-1 -f 11=11I 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX W=WHEW I�Ill- I�HEW= TOPSOIL MIX STRAW WATTLE I I - I-311-II-III-III I -�I -L FULLY SATURATE WITHOUT 1O' MAX. (COMPACTED �j-�j-1��I�r- -jjj-1 (COMPACTED CAUSING EROSION. > DEPTH) LTI-=1I-ITI-11� m-m=r� DEPTH) R-fii- IF-5-1 1 -111=1 6" n=1jj- II 1 3. COMPOST SHALL MEET SPEC. \ I- =11 �. 1= =1' I- REQUIREMENTS IN THE 2017 SII. 1= I- _ L -I_ I= -I1 III II. 71 EDMONDS STORMWATER NOTES: 01� BERM SUBSOIL IS I= =1' Ir -1' 1= SUBSOIL IS _ ADDENDUM (CHECKLIST 7). b SCARIFIED 6" i, I� SCARIFIED 6" 1. ALL TESC MEASURES SHALL BE INSTALLED CONSISTENT 'y STRAW BALES BELOW _ - Know what's below. BELOW WITH CITY OF EDMONDS STANDARD DETAILS. IMPORTED I �r = 4. COMPACTION OF TOPSOIL (WHERE Call before you dig. r 1 IMPORTED REQUIRED) TO BE TO 85% (MAX) / \ TOPSOIL MIX 12^ TOPSOIL MIX - OF THE MAXIMUM DRY DENSITY 2. ALL MEASURES SHALL BE UPGRADED AND/OR PROJECT LOCATION (S,T,R): PER MODIFIED PROCTOR TEST OPTION 3- IMPORT TOPSOIL (ASTM D1557). AUGMENTED TO MEET DISCHARGE LIMITS. A PORTION OF THE SOUTHWEST 1/4 REVISION DATE SEC. 20, TWP. 27N, RNG. 4E, W.M. ONVEY RUNOFF TO APPROVED LOCATION POST CONSTRUCTION SOIL APRIL 2021 APPROVED FOR CONSTRUCTION CITY OF EDMONDS QUALITY AND DEPTH JURISDICTION FILE NO.: PUBLIC WORKS _,T��r1L;A ;�; CITY OF EDMONDS BLD2022-1556 DEPARTMENT L ETAI L ENGINEERING DIVISION CEKO PROJECT NO.: FS t . 18g� AF F'n!_wEEBr: R. ENGLISH S D - 6 42 DATE: APPROVED AS NOTED 22017.01 / 416 018 SHEET STOCKPILE DETAIL SP POST CONSTRUCTION SOIL QUALITY AND DEPTH/))_�-�9/20/2024 BY: L 6 NTS 07- NTS C2.2 CITY ENGINEERING DIVISION i A EAW N 20 0 20 MMMI SCALE IN FEET Q� 6 EAU ill a--fPROP COR FEN A S PA ROP LINE OXW OF PROP LINE ROP LINE c wo• `lam Q {T. �I u . 1 • 1 �I I; ■ •� :1 1 1: 11 1�� C '�. III[ � •_� • �'� �1 Id a _PROP YUNE,--4- IN ZIP CLF CIF END' .Iy d irr I -f�- 0.2'E OF PROP LINE 0.4E OF PROP LINE I �20 J 0P PROP LINL 'I.••'•'. E / M I \ N11 L1Fy 12" SDOXE OF e • i v NCE / om. 'Yt -`� .d�.• ..�•.•.•.•.".•. ROP LINE a N _ CB-�009, 12-48"�::... RIM=419.50f' �- I= IE(W) 12'SD=415.00' IE(NE,SE) 8"RD=415.50' _T _13--LF 6" DIP 3 — 0.1 OF°R P UNE j68 _ s —W8 -I�2-72" _ OU REBAR/CAP W W WC7r "30581" A,� I PRESETTLING STRUCTURE 4 LINE / ! I RIM=419.00f' X....,. Tuw , O�°3'LQ�OP .,� OFFICE BUILDING1 IMMEDIATELY ' f 1 I 11, ®■■I®�q �r 1110®®11�1 1 1SIDEWALK. :1 1 7 1: 1 J ■.. EA TO BE GRADED TO _-- ' ,. 1UBGRADE ELEVATION, _ _ �� --• r I ROLLED TO FIRM, AND STABILIZED WITH CRUSHED ROCK. Fft NC PROP f• 11 ra •1 i1 ►, •; . PJ •1• : •1 1 1 '' ■■� ■ 1■� ,v ON LINE IE(NVO. 1 11 1 W/ TEE ■■■■■ O �r \ 1 1 sl 1 �1 ��• �f f• 11 s ON LINE • 1 G 1 ELECTRICAL EASEMENT PER AFN IAW OF PROP OCR SCHOOL ZONE '1 1 1 • �, • t ��®.�\�� 1 `1 ,� p �� .��/j-----—' I'll®�� 1 � _ � ....:Pad � � � ♦• A�:a------- -- .--� �r1[`-�TQ�, ��' . -_-_ _ -M 1 . WEN FA IE(SE),2P = a1d65 APPROL LOCATION RECORDS (TP) a+,: HAk4,9.91 E(N) 8'0.P 41G28' IqE) 12'CRI0415.7s 5--- E(S) 12•W-416.06' ' O Wu iD — SID SD= o IX ati wnl=class / ir) IE(N/i) 8'CONCF409.4S(C.C.) / I o�°� QRpe M°OEM ...... ----- ------ III-- ------------- _ SEX. CB, Ti )HI VANED GRATE RIM=413.63' IE(E) 12"DIP=411.4S U C IE(S) EX. 8"CONC=411.43' —� UTILITY CROSSING) �(7') W `*� CONDUIT BOTTOM=412.75 _ W _ W N9-73.5-LF 12" DIP W ° 0ONN)411.4s `, SD DIP TOP=412.60 0-0.27% -21�T+FS of ---- __-- -------fifi-------- ---- -- -----FIB------- -----------9SEI9------- CB-001, T1 (PUBUC RIGHT OF WAY) VANED GRATE -17-LF EX SD SD - - i — RIM=416.41 t' _ 18"1G3 6Q — — ' SS SS '� SS - IE(N) 10"DIP=411.55' — SS SS� m SS, S'�)+Br� - SS IE(E) 12"DIP=411.55'' � LANE STRIPING / (n IEx 1YC0N 401151 I" rmc-miv la�� = SD S SS SS PROJECT AREAS SUMMARY PLAN IMPERVIOUS AREAS LEGEND BUILDING ROOF IMPERVIOUS SURFACE AREA PAVED IMPERVIOUS SURFACE AREA VEGETATED AREA OFFICE BUILDING AND IMMEDIATELY ADJACENT PAVED SIDEWALK. AREA TO BE GRADED TO -- SUBGRADE ELEVATION, ROLLED TO FIRM, AND STABILIZED WITH CRUSHED ROCK. 212TH ST SW STORMWATER SYSTEM SUMMARY THE PROPOSED SITE STORMWATER MANAGEMENT SYSTEM INCLUDES THE FOLLOWNG ELEMENTS AND FACILITIES: • SURFACE COLLECTION AND CONVEYANCE OF STORMWATER RUNOFF FLOWS VIA ROOF DRAINS, PAVED SURFACES, AND PAVED CURBS AND GUTTERS. • COLLECTION OF STORMWATER RUNOFF FLOWS FROM ON -SITE PAVEMENT SURFACE AREAS AT CATCH BASINS. • OIL -CONTROL, PRESETTLING, AND WET -VOLUME DETENTION OF STORMWATER RUNOFF FLOWS IN LARGE TYPE 2 CATCH BASINS WITH FLOATABLES AND OIL -CONTROL TEES ON THE PRESETTLING STRUCTURES OUTLET PIPES. • CONVEYANCE MA PIPES OF STORMWATER RUNOFF FLOWS FROM THE PRESETTLING STRUCTURES TO AN UNDERGROUND ARCH -TANK DETENTION SYSTEM. • ATTENUATION OF STORMWATER RUNOFF FLOWS IN AN ARCH -TANK DETENTION FACILITY LOCATED BELOW THE PAVED DRIVEWAY AREAS OF THE SITE. • ATTENUATED RELEASE OF STORMWATER RUNOFF FLOWS VIA A FLOW CONTROL TEE STRUCTURE. • WATER QUALITY TREATMENT OF STORMWATER RUNOFF FLOWS VIA A PROPRIETARY MEDIA FILTER DRAIN. • DISCHARGE OF ATTENUATED AND TREATED STORMWATER RUNOFF FLOWS MA PIPE TO THE EXISTING MUNICIPAL DRAINAGE SYSTEM IN THE 212TH/ STREET SOUTHWEST RIGHT-OF-WAY. GRADING AND DRAINAGE PLAN NOTES 1. ALL GRADING AND STORM DRAINAGE ELEMENTS AND MATERIALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF EDMONDS. 2. UNLESS OTHERWISE IDENTIFIED, ALL STORM PIPE SHALL BE PVC SDR35 OR BETTER. 3. ARCH -TANK DETENTION SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROJECT HARD SURFACES AREAS SUMMARY EXISTING CONDITIONS: EXISTING ON -SITE AREAS: EXISTING ON -SITE FORESTED AREA: -4,248-SF EXISTING ON -SITE LANDSCAPE AREAS: -22,505-SF EXISTING ON -SITE ROOF AREAS: -2,571-SF EXISTING ON -SITE PAVED AREAS: -8,503-SF TOTAL EXISTING ON -SITE AREA: -37,827-SF EXISTING ON -SITE TOTAL IMPERVIOUS AREA: -11,074-SF EXISTING ON -SITE PERCENT IMPERVIOUS: -29.28% EXISTING OFF -SITE AREAS: EXISTING OFF -SITE PAVED AREAS: -616-SF TOTAL EXISTING OFF -SITE AREA: -616-SF EXISTING OFF -SITE TOTAL IMPERVIOUS AREA: -616-SF EXISTING OFF -SITE PERCENT IMPERVIOUS: -100% PROPOSED CONDITIONS - ON -SITE AREAS: PROPOSED ON -SITE FORESTED AREA: -4,248-SF PROPOSED ON -SITE LANDSCAPE AREAS: -7,308-SF PROPOSED ON -SITE ROOF AREAS: -7,276-SF PROPOSED ON -SITE PAVED AREAS: -18,995-SF TOTAL PROPOSED ON -SITE AREA: -37,827-SF PROPOSED ON -SITE TOTAL IMPERVIOUS AREA: -26,271-SF PROPOSED ON -SITE PERCENT IMPERVIOUS: -69.45% OFF -SITE AREAS: PROPOSED OFF -SITE PAVED AREAS- -616-SF TOTAL PROPOSED OFF -SITE AREA: -616-SF PROPOSED OFF -SITE TOTAL IMPERVIOUS AREA: -616-SF PROPOSED OFF -SITE PERCENT IMPERVIOUS: -100% **TREE CREDITS: TREE RETENTION: PROPOSED ON -SITE TREE RETENTION CREDIT AREA: -2,070-SF PROPOSED ON -SITE TREE PLANTING CREDIT AREA: -1,280-SF PROPOSED OFF -SITE TREE PLANTING CREDIT AREA: -60-SF WWHM MODELED CONDITIONS: ON -SITE AREAS - PROPOSED ON -SITE FORESTED AREA: -4,248-SF PROPOSED ON -SITE LANDSCAPE AREAS: -7,308-SF PROPOSED ON -SITE ROOF AREAS- -7,276-SF PROPOSED ON -SITE PAVED AREAS: -15,645-SF OFF -SITE AREAS: PROPOSED OFF -SITE PAVED AREAS- -556-SF NEW AND REPLACED IMPERVIOUS AREA SUMMARY: ON -SITE NEW AND REPLACED IMPERVIOUS AREAS - REPLACED ONSITE ROOF AREAS: -2,751-SF NEW ONSITE ROOF AREAS: -4,525-SF REPLACED ONSITE PAVED AREAS- -8,503-SF NEW ONSITE PAVED AREAS- -10,492-SF OFF -SITE NEW AND REPLACED IMPERVIOUS AREAS: REPLACED ONSITE PAVED AREAS--616-SF NOTES: 1. NO IMPERVIOUS AREAS FROM THE SITE EXISTING CONDITIONS WILL BE RETAINED. 2. FOR PURPOSES OF SIZING THE PROPOSED WATER QUALITY TREATMENT FACILITIES, AND BECAUSE RUNOFF FROM ALL IMPERVIOUS AREAS WILL BE COMMINGLED, ALL IMPERVIOUS AREAS WERE INCLUDED AS POLLUTION GENERATING IMPERVIOUS SURFACES. 3. BECAUSE THE PROPOSED WATER QUALITY TREATMENT FACILITIES ARE POSITIONED DOWNSTREAM OF THE ARCH -TANK DETENTION FACILITY, RUNOFF FROM ROOF AREAS WAS INCLUDED IN SIZING OF THE PROPOSED WATER QUALITY TREATMENT FACILITIES. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 9/20/2024 BY: CITY ENGINEERING DIVISION U U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ ¢ U U Y Y Y Y Y Y U U U U U U Z Z m z 0 J o' U m w J ¢ J ¢ J ¢ J ¢ J ¢ � W U) p Z O cn m cn m m m J W of W W W W W D 0 p z 0 z H H H H H H¢¢ w 0- w 0- w 0- w m w m w m w< z_ J z_ J z_ J z_ J z_ J z_ J z m m m m m m o a V V V V C) N N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N o W p 0 0 0 0 0 o o July 31, 2024 U) N m U J�C � O� =i c �0)N 0 U)( U � >� 00 0- w Y > i U NON > �cozo Lr)Co Lr) (1) N c/) N I— r-- J LCD H �rn O W U 1Z 2izOO ZwZ Lu LI — — U) Q V wLLX1�� U)�o CD U c—T O 3: a Q J LC) z J co J J RESUB 0� Aug 01 2024 LLI CITY OF EDMQQQQQQ��S > DEVELOPMENT SICES O DEPARTME �Lo o z OJ � w w=COc) LU oozy C)fU)Oo Q z �w1(0 Of LF) d�jQo CD N C Q Qa'O Q L ILL! W z_ o 0 U LM pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C4.00 @STORMKEEPER ARCH TANK DETENTION SYSTEMERSK75 (OR EQUAL) '� ��6 �� 1 . W • • - ! EACH ROW 206.50-LF OF CHAMBERS � � - -.. •.- � � a � � . W .� EACH ROW WITH 2 ENDCAPS LOWEST FG ELEV. = 419.25 ' -- - = - -== - - . f • . • I I STONE COVER TOP = 417.75- G`��' 01 CHAMBER TOP = 417.25 I .I Nu CHAMBER BOTTOM = 414.75 Q P 00 O� STONE BED BOTTOM = 414.25I ® III III "L' ROOM Room ■ ► __ ROOM- ammmm OWNER �� : • WOMEN == == == JIM two Wrl md, - 'r'1 111 111111 I '�. 1 • 1 1 •�� • 1' 11 1 1 • •�) ♦ I�I� �' e O �� -04 I� ��UGP�- ■ IIII - - m m - 2 - - - , r416.69' AT PROP COR EX. CB, T1 VANED GRATE OHP—BHP—BHP RIM=413.63' IE(E) 12"DIP=411.4S IE(S) EX 8"CONC=411.W SOH UGP-- UGP UGP U 3 - 5-LF 12" DIP cn a o CD <= U11UTY CROSSING (�0.27% 10 RIM(TYPE 4 363) I — CONDUIT BOTTOM=41275 LANE STRIPING -17-LF EX. 8"CONC. W rn `A- 1, SD DIP TOP=41260 0-13.6% IE(S) 8"CONC=411.43' W W W W C;� W W W W-8 W W W � J W W vv �TION PER s� CB-001, T1 _ _ _ _ RDS (TYP) SDM o VANED GRATE -------- - - - -- - ---------------------------------------------- RINEDGATE----------------------------'----------------------------- - -------ter----------- RIM=419.93' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SFM�' SSF SSFM SSFM SSFM=SSFM SSFM SSFM SSFM SSFIvI�—SSFM SSFM SSFM SSFM -------------------------------------------- M SSFM SSFM SS ------------------ -----------IE(N) 10'DIP=411.55' ------------------------ E(N) 8"CMP=415.28'--------------- ---------- - - -- IE(E) 12"DIP=411.55' SID SD D SD SD SD SD D SD —SD —SD —SD —SD —SD E) 12"GONG=415.73' SD \ 'S, SD SD S , \ -- \ S) 12"CONC=416.08' � (PUBLIC RIGHT OF WAY) VV) 12"CONC=416.31' ) \ o EX. SSM �,'/ SDMH RIM-418 93' G G GI IE(N/E) 8"GONG=409.43'(C.C.) SS SS SS SS SS SS SS S—SS—SS—SS—SS—SS—SS—SS, SS SS SS SS S` E(E) 112""GONG=407.83' — SS SS SS SS - IE(S) 8"CONC=408.85' LANE STRIPING IE(SW) 8"CONC=408.20' G G G G G G G I � 0 G G G G G # G G G CB (TYPE 1 LANE STRIPING --'------- CURB O RIM=418.98' I d E(NW) 12"DI=416.48' a e Q an d a a dc ,. a °. c Q G n d ° dA. .G CONCd aa d :d• A G SIDEWAN. ,d G ---- , d. ° n -416-____ ° - % 18"MAP APPROX. LOCATION PER PSE MAP NO. Q16307 / \ c� IE(W) 12"CONC=409.15' IE(NW) 8"CONC=409.15' CB (TYPE 1) RIM=413.77' IE(N) 8" CONC=411.62' IE(W) 12"CONC=411.97' APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10 0 10 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION U U U U U U U U Q J J Q Q Q Q Q Q O O U Y Y Y Y Y Y 0 U 0 U 0 U 0 U 0 U 0 U z z m a z O J ~ o_ U w �o J J J J J W Z O ~ W co U) co U) co co co J W W W W W D 0 Cn Z Z W a W � W W W W W W W o_ a_ 0- a_ 0- a_ Z J J J J J J D W W m m m m m m o a V 'IT V V M N N N N N N N N N N N O C. O C. O C. O O W CO M CO 00 CO (O CO Q M N O O �z N O S Q O O O O O O O C. �pI1ERA Wgsy r^7 n -O 37218 4 70NAL Er�� July 31, 2024 U)N m 0 co J�c U 0 �D)NLu p =3N- 00� U 0- Y:>—u W co-N > U)CICU U-)co LoU) N H I-- J W CD 00 W Z Zp LLQ U) LU W Z)»a Lu — — U _■Z WLU 45,WU) o Of�H0 w cl)o Q J Z M J RESUB Aug 01 2024 �/ CITY OF EDMQQQQQQ��S DEVELOPMENT SICES 1 DEPARTME O d U) J W N W W rn cc:) W0zo Q U)0o z W z S Q �W-co � 0-U)Qo 0 0 dNlnLL z J N c) Q a Qmo � C) z W W a ° U � � J Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG.4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C4.01 CLF END 0.1'E 01�, PROP LINE I I I I I I I Jz� I � I I ARCH TANK DETENTION SYSTEM 21 STORMKEEPER SK75 (OR EQUAL) EACH ROW 206.50-LF OF CHAMBERS EACH ROW WTH 2 ENDCAPS LOWEST FG ELEV. = 419.25 STONE COVER TOP = 417.75 CHAMBER TOP = 417.25 CHAMBER BOTTOM = 414.75 STONE BED BOTTOM = 414.25 wo_wo_wo_wo_ w U U U U U U U U Q J J Q Q Q Q Q Q O O U Y Y Y Y Y Y w U o U w U o U w U o U z z o0 J Q Z O_ ~ � ca D co U W p G ¢ mmmmm ¢ ¢ ¢ ¢ W z Z w O Q� D W D cn W D co W D cn W Dco co W CID D J 0 0 p10 zz w a w a w a w a w a w a W w Q z m m m m m D m W o I J V N O Q V N C. (`I aD V N O Q M V N C. (`I aD M N O Q aD N N C. (`I aD N N O Q (O N N O (`1 aD W i Q 1— 00 LO in 0 M 0 OD 0 O C. N 0 �pI1ERA of WA D REBAR/CAP "30581 " LINE n O 37ZIS 4 is TONAL Er�� July 31, 2024 U) N 000 m J�� U � 2 ,W 0 0 co MN Lu C s C? 0 fA co U 0 a coco�1 Y�L00f^) U Lu cLN > 'It IZ 7 � 7 �Y 63crQ U-) (0 U.) to N N H I J O W 00 WZ�p � O� Zc6� z W Lu - - U) .. > > � Q Q v=wWU� ao Oil LLI CD 9 w - O a UQ —z J L0 z 0 ;>- M J RESU B e I ' y • b Aug 01 2024 \ :. • • + � J''DEC O DEVE OPMENT S ICES 1- I•.......-J C INTX ea DEPARTME of Lo e . a P LINE z Q �wefl •w- J W � I .P >=oo �9� �• •a.� I W��'CC) ill III a� . . . . . . . z �wzS e W �_Lo O S� 1 O � �Qo 52.9' I /9 W W• CB-004, T2-60" I j I Fill -, O ` •RIM=419.25t' C4.21 III _ -- ''� + I W- _ I I -- ____ _ - - J � z O FENCE COR d N p Q EAVE I Q� o o IE N 24' SD=414.75' 1= -- i N IE(SE) 6"DIP=415.75 �u-� -� +�', �' ON LINE z U m o I . IE(S) 10"SD=41475 2! a L Q " W/ CONTROL STRUCTURE l I �`\ ('� W w 7-LF 24 SD N a FENCE COR z b C-0.0% -14-LF 6" DIP + + + + 0.2'E OF .�. 0 89% PROP LINE U CITY OF EDMONDS �j -8-LF 10" SD " .W. OUND REBAR/CAP . . . . . . _ a DIRECTIONAL SIGN '� C�0.5% -- / .W.W.+. _ _ _ _ \5r LS# 30581„ -- - CB-00 T2-48" CB-005, T2-60" � • � • • • �` . � • \ � ON LINE SET REBAR/CA +- �' , ° PRESETTIJNG STRUCTURE '; W W •� W • RIM=417.75f' \ AT PROP COR ` RIM=418.50f' "j IE(N) 6"FD=413.10' + / \ A IE(NW) 6"DIP=417.00' TEM N0. 8 a, IE(NW) 10"SD=411.75' ..' - / TEE W• / a 411.65"- -._ 4_18 x 10' BIOPOD 4x4 VAULT SUMP ELEV=410.50 ;:''.... ELECTRICAL RIM=419.10f' .br.EASEMENTE� IE(N) 10"SD=414.70 PER AFNSDM ZE FENCE �J01602170520 Know what' sbelow.RIM=420.14' IE(SE) 10=50' W/ BYPASS ' (PARKED ON) + W \� 1.4'N OF Cal l before you dig. I y j 4 I -- W / PROP COR -44-LF 10" SD `422 (S,T,R): ' l - - - _ _ _ _ _ _ `� PROJECT LOCATION T i --Vi- A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 271 RNG.4E, W.M. - F: APPROVED y t� CITY OF EDMONDS •DATE: APPROVED AS • WWI NW CRNR VAULT LID ■. .� S/ -% L NOTED BY: CITY ENGINEERING WWI �A DIVISION 00� �\o O\ ?I FENCE 0.4'S OF PROP COR 'CLF ND 1 W OF LINE & 0.9'S FROM PROP COR / 0 16"EVG CLF---,, 0.7'W OF PROP LINE CLF 0.1'W OF PROP LINE O 16"E I CLF O 0.5'E OF 161, VG PROP LINE i 16"EVG I 1 i 1 I 1 I 1 1 � 1 / 24 I 1 1 1 1 1 � 1 8"CED 1 I I 1 I CLF INTXI I 0.1'W OF! I PROP LINE , 1 , , I I 1 N I I N 1 I 1 1 0 1 I 1 N 11 1 I I \ 1 , 1 , 1 , I \ 1 \ 1 � I \ 1 / MATCH LINE N 89'21'47" E_ 104.40' (104.5' PLAT) �`� / 0. .\OF +++ r+ +8=FIR + { 32 K. +1+ . #29 + +•�++ :'FIF1r ��++• +�q8+•+,�17'` + + + + / + + •'Y, may. - - _ + +� +0.3 + + 3F+ +2�'M,4 + + agar +J5>A .+;W+� •�» �a+++,- I+ + + - I+ 1 FK + 422 i• ` / i. + + .++ .++ +�. +++++++++++++++++++ 427 + + + +`+ .perry T , ter'- + \ CB-011, T2-72" + + + / \CPRESS NG STRUCTURE RIM=419.60 / 6� IE(S) 6"DIP=417.50' . I QP00�04�W/ TEE / BOTTOM ELEV.=408.00 + ++ ++. -- --- - -- -----'I-$�� PG��S� A o / � \ �10 �0 \-15-I.F 24" DIP a + + + + + + +e + I+ o e CLF / �7-LF 6" DIP l I — .I++ +I�+ + �6 0.3'E OF @MIN.-38.9V. PROP LINE _ = PRESETTIJNG STRUCTURE RIM=419.72f' / IE(S) 6 DIP=417.50' / WAREHOUSE / \ W TEE _ BUILDING o � BOTTOM ELEV.-411.00 / / z, \\ /.+.+i+ cm a CLF EN \ / ++ + +o454 I 0.1'E O,fv / e+�+ +�+ +4,rFl+ o0 / d ► �. PROP LINES a Q1 x i \ /s s a Z . + v\ 0 0+ y •�S _ _. y Ike D`L _ ..,o—wo—w ao=wla--� + I + . + + + 15.5'----J FENCE 0.2'E OF PROP LINE FENCE 0.4'E OF PROP LINE wl L LJ NE E P�GO'\o010 �S ��G G FENCE 0.1'E OF oono I inic- APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10 0 10 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION U U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ ¢ O O of U W W W W W W z z m U U U U U U Z O_ J W 0 U m w J ¢ J ¢ J ¢ J ¢ J ¢ � W o Z O cn rn cn rn cn m 0 > W W tY W W tY W 0 0 0 Z co z 2 2 2 2:55�3: ¢¢ a' W W W W W W W W W W W W W W W W' W W W w< WZ W z 0 J z 0 J z 0 J z 0 J z 0 J z 00 J z m 00 m m m m O W V V V V M N N N N O N O N O N O N O N O N O N O W N N N N N co 00 ¢ M N O O N O 0 o 0 o o o o July 31, 2024 U) N mJ0)ED U CcO (o �N 0 U)`IE� 0 �>��@ 0- Lu Y > LO 0 N N > �co:,!�0 �cn N cn N I— r-- J LO H �00 O W U Z zOO pwUz Lu Wi j jwa Q V ww�� Q t � U) Lu J= N O Q J z Jco RESUB Aug 01 2024 z CITY OF EDMC�{pS of 1 Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): 15 W z DEVELOPMENTS ICES DEPARTME 1 z � � � J w�c�\I � j�0000 LL.I I �pzo �cnUo Z �wZ� n/ LL � (j Q O o 0 z W N J N Q Q Z a�zo � A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C4.03 425.00 420.00 415.00 -17-LF EX. 8" 410.00 425.00 420.00 415.00 410.00 405.00 405.00 425.00 420.00 415.00 410.00 405.00 1" W SERVICE EX. GROUND STA: 41 +12.85 BOTTOM OD = 414.7t 8-LF 10" SD © -0.5% UG POWER 2.0'f SEPARATION -15-LF 6" DIP @ -18.5% EX. 24" SEWER FM STA: 40+04.24 STA: 40+99.00± I ELEC. SERVICE 3/4" IRR SERVICE PROP. GROUND BOTTOM OD = 413.5t STA: 41+27.08 IE = 411.5t 1.0'f SEPARATION STA: 41+09.72 BOTTOM OD - 416.6t BOTTOM 12" WIDE CONDUIT BANK OD = 414.3t 1.6't SEPARATION 3.6'f SEPARATION �l STA: 40+94.00± EX. 8" WATER TOP = 414.30 STA: 40+09.27 BOTTOM = 412.75 IE - 412.5t 0.3'f SEPARATION TOP OD = / 413.Ot TOP OD = TOP OD = BOTTOM OD = TOP OD 412.7f 412.7t 412.3t BEGIN ARCH -TANK SYSTEM EAS RCH-TANK AST TIE-IN 3 / 1 STA: 41+67.49 ARCH -TANK EAST TIE-IN 1 STA: 43+26.62 = 51+00.00 CONC @ -13.6 IE 30" ARCH -TANK (N)=414.75 STA: 42+54.46 ARCH- ANK EAST TIE-IN 2 IE 30" ARCH TANK (N/S)=414.75 -44-LF 10" SD © -1.7% IE 24"SD (S)=414.75 IE 30" ARCH TANK (N/S)=414.75 STA: 42+72.46 = 50+00.00 IE 6"SD (E)=414.75 i 73.5-LF 12" DIP @ -0.27% TOP OD = IE 6"SD (E)=414.75 IE 30" ARCH TANK (N/S)=414.75 X CB T1 I 412.5t 6" SEWER IE 12"SD (E)=414.75 L -1 VANED GRATE STA: 40+16.74 -13-LF 10" DIP ® STA: 41+44.96 0 .77% CB-002 T2-48' TOP OD = 411.2t END ARCH -TANK EAST STA: ARCH-TANKEAST RIM ELEV = 413.63 STA: 41+04.20 1.1't SEPARATION IE 30" ARCH TANK (S)=414.75 IE 12"DIP (W)=411.43 RIM ELEV = 417.75f IE 6"DIP (N)=414.75 (TIES TO END IE EX 8"CONCS)=411.43 ( IE 10"DIP (S)=411.65 "8-LF 24" SD @ 0.0% ARCH TANK DETENTON SYSTEM OF ARCH -TANK ROW TO THE WEST) X SDMH 2 IE 10-SD (NW)=411.75 I STORMKEEPER SK75 (OR EQUAL) TA: 40+00.00 E 6"FD (N)=413.10CB-004 T2-60" _W/CONTROL EACH ROW-206.50-LF OF CHAMBERS - RIM ELEV = 414.45 STRUCTURE EACH ROW WTH 2 ENDCAPS CB-011 T2-72" E 12"GONG (W)-409.15 B-001 1 STA: 41+59.87 LOWEST FG ELEV. = 419.25 PRESETTLING STRUCTURE E CON 8"GONG (N)=409.15 VANED GRATE BIOPOD 4x4 VAULT w/BYPASS RIM ELEV = ±419.25 STONE COVER TOP = 417.75 STA: 43+88.70 IE C E-407.83 ( )- STA: 40+90.26 TA: 41+50.08 IE 24"SD (N)=414.75 CHAMBER TOP = 417.25 RIM ELEV = ±419.60 IE 8"GONG (S)=408.85 RIM ELEV = 416.41t RIM ELEV = ±419.10 IE 6-DIP (SE)=415.75 I CHAMBER BOTTOM = 414.75 IE 6"DIP (S)=417.50 w/TEE IE 8"GONG (SW)=408.20 IE 10"DIP (N)=411.55 IE 10"SD (SE)=412.50 IE 10-SD (S)=414.75 STONE BED BOTTOM = 414.25 SUMP ELEV=408.00 IE 12"DIP (E)=411.55 IE 10"SD (N)=414.70 425.00 420.00 415.00 410.00 405.00 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 I� � O O co O I_ n r- O N � O 0� � cO r- 00 � o� a0 N 00 O O N n cV r) 00 10 co O r7 r7 I� r7 N O N o0 O O N N N O r•) I� O c0 I� O co O � O O O O O Op U.) i� O O O O O N O N O r7 � � _ �_ co co I� r_ oo 00 r` CO r` co r` 00 00 00 00 00 ob a0 00 00 m 0) m 0) m Orr O m O �_ Cfr 0) N �_ N 0) N Orr N O N O O cn O) O O m O 00 O 00 O EX SDMH 2 TO CB-011 1: 20H, 1: 5V EX. GROUND L -166-LF 12" SD ®4.Oq J EX 8" SEWER EX SDMH 1 STA: 30+31.80 STA: 30+00.00 IE = 409.7f RIM ELEV = 419.85t IE 12"SD (E)=415.73 EX SDMH 2 STA: 31+65.72 RIM ELEV = 414.45t IE 12-SD (W)=409.15 IE 8"SD (N)= 409.15 425.00 420.00 415.00 410.00 405.00 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 un U") cN N un U') Ln Ui un U') Ln W) 10 to 00 co co coc0 co O O cN cV � � c0 to 00 00 CD Cl co to 00 OR � U) N N m O) co (0 r') n O O co c0 r7 M O O 00 o0 O O c0 O N N o� o) 1n U7 EXISTING STORM WATER 212TH ST SW 1: 20H, 1: 5V EX. GROUND -PROP. GROUND F14-1_16" DIP @ -8.9% BOTTOM OD = 416.3± 6" SEWER CB-005 T2-60" STA: 48+07.01 PRESETTLING STRUCTURE TOP OD = 411.4t STA: 48+14.09 4.9'f SEPARATION RIM ELEV = 418.50t IE 6"DIP (NW)=417.00 w/TEE SUMP ELEV.=410.50 B-004 T2-60" TA: 41+59.87 = 48+00.00 RIM ELEV = 419.25t E 24"SD (N)=414.75 E 6-DIP (SE)=415.75 E 10-SD (S)= 414.75 425.00 420.00 415.00 410.00 405.00 48+00 48+20 48+40 48+60 F r cN (V CB-004 TO CB005 425.00 420.00 415.00 410.00 405.00 EX. GROUND PROP. GROUND BOTTOM OD = 415.8f -13-LF 6" DIP @ �1 6" SEWER STA: 49+05.62 TOP OD = 413.7t 2.1'f SEPARATION CB-008 T2-72" PRESETTLING STRUCTURE STA: 49+12.85 RIM ELEV = 419.00± IE 6"DIP (W)=417.25 w/TEE BOTTO ELEV.-408.50 CH -TANK EAST IE-IN 1 A: 49+00.00 = 42+54.46 30" ARCH TANK (N/S)=414.75 6"DIP (E)=414.75 425.00 420.00 415.00 410.00 405.00 49+00 49+20 49+40 49+60 N O) N Q> ARCH -TANK WEST TO CB008 425.00 420.00 415.00 410.00 405.00 EX. GROUND -PROP. GROUND r �11-LF 12" SD @ -2.2% BOTTOM OD = 414.8t CB-009 T2-48"' STA: 50+11.25 RIM ELEV = 419.50f IE 8"RD (NE,SE)=415.50 IE 12"SD (W)=415.00 6" SEWER STA: 50+05.60 TOP OD = 414.1 t 0.7'f SEPARATION ARCH -TANK EAST TIE-IN 2 STA: 50+00.00 = 42+72.46 IE 30" ARCH TANK (N/S)=414.75 IE 12"SD (E)=414.75 425.00 420.00 415.00 410.00 405.00 50+00 50+20 50+40 CO m M N Cn r7 D) N � N ARCH -TANK NORTHEAST TO CB009 425.00 420.00 415.00 410.00 405.00 EX. GROUND -PROP. GROUND -7-LF 6" DIP © -38.9% 1 CB-010 T242" PRESETTLING STRUCTURE STA: 51 +07.08 RIM ELEV = 419.72t IE 6"DIP (W)=417.50 w/TEE BOTTOM ELEVI.=411.00 %RCH-TANK EAST TIE-IN 3 3TA: 51+00.00 = 43+26.62 E 30" ARCH TANK (N/S)=414.75 E 6" DIP (E)=414.75 425.00 420.00 415.00 410.00 405.00 51+00 51+20 51+40 Lr) N �p r` N Cn ARCH -TANK NORTHEAST TO CB-010 N TS �� N TS �'J� N TS J N TS U U U U U U U U ¢ J J Q Q Q Q Q Q O O U Y Y Y Y Y Y ca 0 U 0 U 0 U 0 U 0 U 0 U Z z z Z m z O J ~ 0_ U m w D p J J J J J W Z ¢ ¢ ¢ ¢ ¢ O_ � 0 ~ w co cn co cn co co J cn cn cn cn cn m W w W w W D o U) of of of of of U) z z ¢ ¢ � a W tY W W W tY w>_ W W W W W W w W 0- o o a 0- o c�c�c�(D0(D Wz z - cn W J J J J J J m m m m m m o a V V V V M N N N N N N N N N N N O O O O O O O O W 00 M 00 eD 00 CO O Q M N O O N O Q I- � in M 00 O " N 0 0 0 0 0 � o 0 �p"E14A of Masy n O 37aS 4 �o� �yis "'I 0NAL Er�� Jut 31, 2024 U) N m J�� U c: 0 0 mrnN� Lu caoY 7 NCO V oo00 0- Y�-0 W o-N > d C, U) Cc, CL LOo Uo U) N N J U) O W 00 0) wz�-o O� OIrn z�� z Lu WOLu »�Q awWU� � U) C9 w cn O a UQ N� J z M J RESUB Aug 01 2024 CITY OFED MC�pS DEVELOPMENTS ICES DEPARTME Lo 07 a-o W ow� w 6 j=ILL00oo rn� O Wpzo WU)Oo �Wz� W � W -co U a�U)o Z 0=BCD aN US LLi Q J N z ¢ Q m 0 Lo cW W G 2 O 0 I IE Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG.4E, W.M. APPROVED FOR CONSTRUCTION JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: DATE: APPROVED AS NOTED 22017.01 / 416 018 SHEET 9/20/2024 BY: C4.11 CITY ENGINEERING DIVISION A 435.00 430.00 425.00 420.00 415.00 CROSS SECTION MAP cL0 cy0 cL0 c�0 c10 c� 3:1 MAX � a-i c� 30.0 124.6' 76.1' 161.3' EX. GROUND VERTICAL CONCRETE BARRIER CURB TYPE 1 PROP. GROUND DRIVEWAY APPROACH / [ASPHALT DRIVEWAY -= 1_3% 2.0% 3.4% 4.2% -0.8% 1.7% � 435.00 Q C)C)C)C)C)C)C)C) ¢ ¢ ¢ ¢ ¢ ¢ J O J O D_wazz m U U U U U U 430.00 425.00 420.00 415.00 100+00 100+20 100+40 100+60 100+80 101+00 101+20 101+40 101+60 101+80 102+00 102+20 102+40 102+60 102+80 103+00 103+20 103+40 103+60 103+80 104+00 104+20 Lc) LO I� r � (0 � (0 t co co � r r r � «) � oc oo 1) K) Qo (0 co to co O � M K) O O Ln u) i q K) a) O N N c0 a0 CO oo O o) m O I� r � � O O � � � O oo oo Do oo N N Lq r c0 a0 m O O O I M cD c0 CO a0 c O N N o) O� «J N N 7 F_ � r� M co c0 I� r a0 O O co c0 CO 00 CO 00 c0 c0 l!") c0 co N N r7 M lIJ O O N N o) O co O a� a0 CD r r �� 00 � a0 c0 a0 c0 o0 6) O 6) O 0) O O ON O cv clio) Q1 0) O c0 0D 00 Ca OO cO OO m O �cJ aN0 Do N N N N N N N N N N N N N N N N N N cd N N N cV N N cV N cq N N SOUTH TO NORTH SITE CROSS SECTION FROM ROW CENTERLINE TO NORTH PROPERTY LINE 1: 20H, 1: 5V 435.00 435.00 435.00 430.00 425.00 420.00 415.00 � 6.1' , I I 15.0 j 22.8 24.5 VERTICAL EX. GROUND CONCRETE BARRIER 6' CONCRETE PROP. GROUND CURB RAMP OFFICE ASPHALT BUILDING DRIVEWAY 2.Oi o6 3% 09 430.00 430.00 425.00 425.00 420.00 420.00 415.00 415.00 200+00 200+20 200+40 200+60 200+80 201+00 201+20 201+40 co to CN N N I ram') M n 6� Q1 Cn 0n O Oi CV N N CV WEST TO EAST CROSS SECTION THROUGH HORIZONTAL MARKER 2003 Off` c10 c_j c� 15.0, i 10.0, 15.0, L 24.3 VERTICAL CONCRETE BARRIER 10' CONCRETE RAMP EX. GROUND GROUND CURB ASPHALT WAREHOUSE [PROP, DRIVEWAY N3.77- BUILDING 3:1 MAX 435.00 430.00 425.00 z O_ J I- 0_ 0 U m w J ¢ J ¢ J ¢ J ¢ J ¢ � W 0 Z O �_ Cn (n Cn (n Cn j!� F- m 0 z W W W W W W 0 0 0 z 0 Z H H H H H H ¢ ¢ w a- CD w a C7 w a- CD w m CD w mo 0 w C7 w W ¢ z z_ 0 z_ 0 z_ 0 z_ 0 z_ 0 J_ z_ 00 J_ z Fn W > > > > > > w of m m m m m m 0 0_ V V V V C` N N N N O N O N O N C. N CD N CD N CDO N W N c`1 c`I c`1 c\I c\1 c`I c\I 0c) M 0c) aD 00 c0 00 ¢ M N O O N O 0 I- 0 LO 0 LO 0 M 0 O 0 O � V 0 N 0 July 31, 2024 U) N m JmC U �o�� 0 (0 0)N o �1U `>�00� 0- W Y>- U NON > 116 coo n 0 (n 07 a Lr)Co Lr) (1) N c/) N 420.00 J U) O W H 00 LU U Z 2ZOO LL Z C6 U) �� OfU~= 415.00 0 W W� »w¢ Q V ww(� 0- am U) W -j ¢ w cn O CD E U N 0 Q J LO Z 300+00 300+20 300+40 300+60 300+80 301+00 301+20 301+40 M J O') m 0) m m O r7 ro � r- Ln LO 00 OO ICJ L2 0) m cn co � � c0 O � Lq � r n O O ON ON m 0 O 00 00 N N N N N N N N N N N N N N RESUB Z Aug 01 2024 WEST TO EAST CROSS SECTION THROUGH HORIZONTAL MARKER 2004 O DEVELOPCITY OFMENTEDMSQ�CES � 1:40 1:20H, 1:5V 1:20H, 1:5V um-m 1 rvio tu w oLo _j W W6 w > N p W�.� z LUCzo Q of U) O >~(7s Q'WZ'0 O 0-cnQO O _jNoa U w Q z rn O Z 0 0 O 'A< I1. • V 15 Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. APPROVED FOR CONSTRUCTION JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: DATE: APPROVED AS NOTED 22017.01 / 416-018 SHEET 9/20/2024 BY: C4.12 CITY ENGINEERING DIVISION INITIAL BACKFILL ENDCAP GEOTEXTILE 6" MIN. J SEE NOTE 4 12" MIN. 6" MIN. PAVEMENT (PER rnvrimi:vDIc nonuAnircl NOTES: 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE (1) A GRANULAR, WELL -GRADED, 1. CHAMBER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST SOIL -AGGREGATE MIXTURE WITH LESS THAN 35% FINES PER AASHTO M145, OR (2) A CLEAN, INSTALLATION GUIDELINES. CRUSHED, ANGULAR STONE WITH AASHTO M43 SIZES NO. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, OR 10. NOTE THAT PAVEMENT SUBBASE MAY COMPRISE A PORTION OF THIS 2. SUBGRADE: TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL SHALL BE EXCAVATED TO LAYER. COMPACT CLEAN MATERIALS (LESS THAN 5% FINES) IN MAXIMUM 12 INCH LIFTS TO A A DEPTH DIRECTED BY THE ENGINEER AND REPLACED WITH SUITABLE MATERIAL. FOR UNSTABLE MINIMUM 95% RELATIVE COMPACTION AND ALL OTHER MATERIALS IN MAXIMUM 6 INCH LIFTS TO A MATERIALS, GEOTEXTILE MAY BE USED TO STABILIZE THE TRENCH BOTTOM, IF DIRECTED BY THE MINIMUM 95% STANDARD PROCTOR DENSITY UNLESS DIRECTED DIFFERENTLY BY THE ENGINEER. ENGINEER. THE DESIGN ENGINEER IS RESPONSIBLE FOR VERIFYING SUBGRADE SUITABILITY. INITIAL BACKFILL SHALL EXTEND FROM TOP OF EMBEDMENT STONE TO NOT LESS THAN 18 INCHES 3. GEOTEXTLE: AN AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE SHALL BE USED TO PREVENT ABOVE THE CHAMBER. ADJACENT MATERIALS FROM MIGRATING INTO THE FOUNDATION AND EMBEDMENT ZONES. 7. FINAL BACKFILL: SUITABLE MATERIALS, COMPACTION LIFTS, AND COMPACTION LEVELS AS DIRECTED 4. FOUNDA11ON STONE: SUITABLE MATERIAL SHALL BE A CLEAN, CRUSHED, ANGULAR STONE WITH AN BY THE ENGINEER. FINAL BACKFILL SHALL EXTEND FROM THE TOP OF THE INITIAL BACKFILL AND AASHTO M43 DESIGNATION BETWEEN #3 AND #57 (AASHTO M43 SIZES NO. 3, 357, 4, 467, 5, 56, CONSTRUCTED TO A HEIGHT IN WHICH THE FINAL GRADE IS NO MORE THAN 96 INCHES ABOVE 57). MINIMUM FOUNDATION STONE THICKNESS SHALL BE 6 INCHES AND INCREASED AS NECESSARY THE CHAMBER. PER TABLE 1. COMPACTION REQUIREMENTS ARE MET WHEN PLACED AND COMPACTED IN 6 INCH 8. MINIMUM COVER: A MINIMUM COVER OF 18 INCHES IS REQUIRED TO SUPPORT A PAVING MAXIMUM LIFTS USING TWO FULL COVERAGES WTH A VIBRATORY COMPACTOR. OPERATION WHEN THE SUBBASE AND BASE COURSES HAVE BEEN CONSTRUCTED TO ROADWAY 5. EMBEDMENT STONE: SUITABLE MATERIAL SHALL BE A CLEAN, CRUSHED, ANGULAR STONE WITH AN STANDARDS. CONSIDERA11ONS SHALL BE MADE TO INCREASE THE MINIMUM COVER TO OFFSET AASHTO M43 DESIGNATION BETWEEN #3 AND #57 (AASHTO M43 SIZES NO. 3, 357, 4, 467, 5, 56, RUTTING POTENTIALS WHEN THE SURFACE IS LEFT UNPAVED AND LIABLE FOR TRAFFIC AND/OR 57). EMBEDMENT STONE SHALL EXTEND FROM THE TOP OF THE FOUNDATION STONE TO NOT LESS CONSTRUCTION LOADINGS. SEE ALSO PAGE 1 `NOTES FOR CONSTRUCTION EQUIPMENT." THAN 6 INCHES ABOVE THE CHAMBER. NO COMPACTION IS REQUIRED WHEN STONE IS PROPERLY 9. LOAD RATING: A PAVEMENT CONSTRUCTED ON PROPERLY PREPARED SUBBASE AND BASE PLACED ON AND AROUND THE CHAMBERS (NOTE: MANIFOLD INSTALLA11ON WILL REQUIRE COURSES WILL SUPPORT STANDARD HIGHWAY DESIGN TRUCKS (I.E. HS-20, HS-25, HL-93). STANDARD PIPE INSTALLATION PRACTICES). SK75 INSTALLED CROSS SECTION DETAILS & NOTES N.T.S. LIMITS SK75 UNDERDRAIN DETAILS N.T.S. PERFORATED 4" HDPE BEDDING DRAIN A -A UNDERDRAIN OUTLET PER PLANS SECTION A -A ACKFILL 51" 9 SK75 SECTION DETAILS TOP VIEW ISOMETRIC VIEW E 1 FRONT VIEW SIDE VIEW SK75 END CAP DETAILS SK75 SECTION & END CAP DETAILS N.T.S. MONUMENT BOX INLINE DRAIN OR CASTING AS SPECIFIED BY QTHERS tj 4"0 HDPE 96" MAX 4" STORM TAP I PVC HUB ASSEMBLY CORE HOLE IN CENTER OF VALLEY TO FIT 4" STORM TAP r--44 INSPECTION PORT ADAPTOR WITH THREADING PLUG f—RIGID OR FLEXIBLE PAVEMENT —CONCRETE RING MIN. 18" REQUIRED FOR TRAFFIC LOADING 6-OZ. NONWOVEN GEOTEXTILE J"-2" CLEAN CRUSHED ANGULAR STONE NSPECTION PORT DETAIL N.T.S. LATERAI CENTERE V 10" INSTALL SIDE VIEW PROFILE VIEW LENGTH LATERAL CONNECTION NOTES: 1. PLACE AASHTO M288 CLASS 1 WOVEN GEOTEXTILE (CENTERED ON LATERAL CONNECTION) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS. GEOTEXTILE MUST EXTEND 6" PAST CHAMBER FOOT. 2. DO NOT INSTALL LATERAL CONNECTIONS AT CHAMBER JOINTS. 3. WATERTIGHT SANITARY SEWER INDUSTRY COMPONENTS ARE AVAILABLE FOR SMALL DIAMETER SIDE INLETS (4, 6, 8-INCH). ALL OTHER SIDE ENTRY CONNECTIONS NEED ONLY BE CONSTRUCTED TO A SOIL -TIGHT PERFORMANCE SIMILAR TO END CAP CONNECTIONS (I.E. NON -WOVEN GEOTEXTILE WRAPPED CONNECTION). LATERAL CONNECTION DETAIL_ N.T.S. SLIP RESISTANT SOLID LOCKING LID SET FLUSH ALL WELDE ELEV.=419.25 ALUM. OR HDPE ADJUST WITH RISERSt R 18"0 RISER IM ELEV. = 417.65 e SECURE RISER TO CATCH 6"0 ELBOW BASIN SIDEWALL WTH ALL ELEV= 416.65 STAINLESS STEEL SUPPORTS ORIFICE MIN. 6" (MINIMUM 2 SUPPORTS) 0=0.58" -------- ---- 6"0 ELBOW--,,_ ELEV= 416.48 ORIFICE #2 0=0.82" LET " SHEAR GATE BEDDING 7 10"0 OUTLET V24"O INLET IE=414.75 IE=414.75 F,2 4" DIP INLET 0 0 24 B SUMP OUTLET RISER BOTTOM PLATE' L ELEV=410.75 ELEV=412.75 OR LOWER ORIFICE #1 0=0.464 FLOW CONTROL STRUCTURE DETAIL N.T.S. STORMWATER CHAMBER SPECIFICA11ONS 1. STORMWATER CHAMBERS SHALL BE LANE STORMKEEPER ®SK75 OR APPROVED EQUAL 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE RESINS. 3. CHAMBERS SHALL PROVIDE CONTINUOUS , UNRESTRICTED INTERNAL SPACE WTH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR A) LONG DURA11ON DEAD LOADS, AND B) SHORT DURATION UVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. 5. CHAMBERS SHALL MEET ASTM F2418, 'STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS." 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WTH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS." 7. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACIUTY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE STORMKEEPER ®SK75 SYSTEM 1. LANE STORMKEEPER®SK75 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTA11VE HAS COMPLETED A PRECONSTRUC11ON MEETING WTH THE INSTALLERS. 2. LANE STORMKEEPER®SK75 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WTH THE LANE STORMKEEPER®SK75 INSTALLATION GUIDELINE. 3. CHAMBERS ARE NOT TO BE BACKFILLED WTH A DOZER OR AN EXCAVATOR LOCATED OVER THE CHAMBERS. LANE RECOMMENDS THREE (3) BACKFILL METHODS: A. STONESHOOTER LOCATED OFF THE CHAMBER BED. B. BACKFILL AS ROWS ARE BEING BUILT WITH AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. C. BACKFILL FROM OUTSIDE THE EXCAVA11ON UTILIZING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED BEFORE PLACING STONE. 6. MAINTAIN MINIMUM SIX INCH (6') SPACING BETWEEN CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12 INCHES INTO THE CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING THE CHAMBERS MUST BE CLEAN, CRUSHED, ANGULAR STONE 3/<"TO 2". 9. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION SUBGRADE MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. NOTES FOR CONSTRUC11ON EQUIPMENT: 1. LANE STORMKEEPER ®SK75 CHAMBERS ARE TO BE INSTALLED IN ACCORDANCE WTH INSTALLATION GUIDELINES. 2. THE USE OF CONSTRUCTION EQUIPMENT OVER THE LANE STORMKEEPER CHAMBERS IS LIMITED. A. NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS B. NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED OVER THE CHAMBERS UNTIL PROPER FILL DEPTHS ARE ACHIEVED IN ACCORDANCE WITH THE STORMKEEPER SK75 INSTALLATION GUIDE. C. WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE STORMKEEPER SK75 INSTALLATION GUIDE. 3. A MINIMUM COVER OF 36"OF STABIUZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. 4. DURING NORMAL PAVING OPERATIONS, DUMP TRUCK AXLE LOADS ON 18"OF COVER FOR THE STORMKEEPER CHAMBER MAY BE NECESSARY. PRECAUTIONS SHOULD BE TAKEN TO AVOID RUTTING OF THE ROAD BASE LAYER, TO ENSURE THAT COMPAC11ON REQUIREMENTS HAVE BEEN MET AND THAT A MIN OF 18"OF COVER EXISTS OVER THE CHAMBERS. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE 'DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMKEEPER STANDARD WARRANTY. CONTACT LANE ENTERPRISES WITH QUES11ONS ON INSTALLATION REQUIREMENTS OR CONSTRUCTION LOADING AND EQUIPMENT. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED U U U U U U U U ¢ J J Q Q Q Q Q Q O O U Y Y Y Y Y Y 0 U 0 U 0 U 0 U 0 U 0 U z z oDa �p "E l4 I tKgsy r: r�7 a0 � n -O 37218 4 �0/,��P�L,C/3TER S,S TONAL Erb, July 31, 2024 (n N 000 m J�0 U �0 c: 0 co 0)64 W C c: cIf =3 N� U 00��1 00 W ca N > IZ 7 �Y LOCo U.) cl) N I— r-- J U) O W 00 WZ0 � O� Z(6� z W Lu Of — — U) .» »LU LU¢ v=WWU) Cw O 99 — Q N J z 0 >- M J RESUB U7 Aug 01 2024 -J CITY OF EDM S i DEVELOPMENT SICES G� DEPARTME r W LO a� � owl W CD W =oooo Q 0 C:) W p z o z W U O o Q ?~GOrn W Z '(00 dU)<CD 0 z aNuSlzi Q J N z ¢ Q m O z ��o : w Q 2 O Ur U � J Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG.4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET 9/20/2024 BY: CITY ENGINEERING DIVISION C4.21 NOTES: VARIES 9 o t N OPTIONAL DRAIN DOWN DEVICE LEFT END VIEW OUTLET ALTERN 5' ALTERt 6-1-1/4" MIN 13'-10" MAX I f 3'- 1 0" DIVIDER WALL 21 ,8,1 BYPASS WEIR PLAN VIEW \LL 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. -*- - - - - --1 1 rN�•..��•..: ••. K� �,•: •ram •�r, •�• ♦ r i fir. � �\rr a ; '� :, 1 •:'' c '1 -70� ]A A 1'-6" ELEVATION VIEW RIM 4"MIN TO 5' MAX COVER (SEE NOTE 1.13) ENERGY DISSIPATION STONE 211 MULCH 1'-611 StormMiXTM MEDIA 6" DRAIN ROCK UNDERDRAIN PIPE 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-0" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6. REFERENCE STANDARD: A. ASTM C890 B. ASTM C913 C. AC1318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 8. INLET AND OUTLET HOLES WILL BE FACTORY CORED/CAST PER PLANS AND CUSTOMER REQUIREMENTS. INLET AND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLAB/WALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12. MAXIMUM PICK WEIGHTS": A. TOP: XX,XXX LBS B. BASE: XX,XXX LBS" (` COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR, DIVIDER WALL, ROCK & MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORMMIXT"I MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. J ui 0 Q z Q 0 0 z Q z 0 ry cD RESUB Aug 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I I I I E I I I N Q F pEJ �O N Q°� I I I M Im h - r EASE EAOE V A N 20 0 20 MI SCALE IN FEET aTMPROF-MR N29-LF 6" PVC SET RE '_ '2 �/°, MIN. AT PoM�2A14' (P_ CN) -20 LOCATION OF EXISTING SIDE SEWER. RECONFIRM EXACT LOCATION AND ELEVATION, C5.21 PRIOR TO COMMENCING WORK. PER CITY, 6" SSOO W/ 12" LAMPHOLE COVER UGC PICKHOLE (NO HANDLE) W/ 1/2" HEXBOLTS TEL ELT CB IE- 410.11t E(SE) 1412 6. g -20 REPLACE EXISTING SIDE SEWER c C5.21_ WITH APPROXIMATELY 34-LF 6" W uV raECor�s - PVC Off, MATCH EXISTING AFPRox EORDS (TYP)P) ALIGNMENT AND SLOPE. qw �• 2U� 'Y C5 21 000ORDINATE TEMPORARY SHORING 1r AND SUPPORT WTH CITY OF LYNWOOD EX. SSM EX RIM=418.93y _EX. IE(NE) 8"CONC=409.43'(C.C.) NEW IE (N) 6" SS=409.55 c,AO, s vc °1°yLQ'OQ �°off 0.2'E OF PROP LINE 0.4•E OF PROP LINE al W I 1 s s' • SSCO IE=414.50 !� I BUILDING POINT OF CONNECTION TO NEW 1" WATER SERVICE LINE " PER CITY REQUIREMEN CE c�V o�oos�y° 0.1 •E OF •. a ROP LINE :: ,yry1 OQE " PVC @19 MIN. .. . " °+- COR 0.1 OF I - . •. ..._�„"__ P LINE " 1 : NEW 1" WATER SERVICE UNE 1 REBAR/CAP PER CITY REQUIREMENTS. •30581- . �.•. b. .LINE • .� I 'OFFICE 2• OFFICE BUILDING AND IMMEDIATELY g"0 -2 ADJACENT PAVED SIDEWALK. " IE=413.10 C5.21,-I I , AREA TO BE GRADED TO SUBGRADE ELEVATION, ROLLED TO FIRM, AND STABILIZED WITH CRUSHED ROCK. -65-LF 6" PVC a w. 02% MIN. 1 NEW 1" WATER SERVICE LINE::.-.-..: PER CITY REQUIREMENTS.'I o.3EE '• PROP BUILDING POINT OF CONNECTION ' TO NEW 6" SIDE SEWER LINE PER CITY REQUIREMENTS. C5.21 "z 6" SSCO 9 SSCO IE=412.25 IE=411.50 ; \ -24-LF 6" PVC MNG ®Y. MIN. arr�'. .,• -20 I " C5.21 I :: BUILDING POINT OF CONNECTION IN • TO NEW 1" WATER SERVICE LINE PER CITY REQUIREMENTS. 1"",38-LIF 6" PVC I CAP UN11L OFFICE BUILDING CONSTRUCTION. @290 MIN. I 1 1" WATER SERVICE LINE TEE,.-.-.-* - -- PER CITY REQUIREMENTS. Ls " •IL NCE COR .. . . . . . . . ON UNE 6" SSCD - IRRIGATION POINT OF CONNECTION TO EXISTING 3 4 WATER SERVICE 0 °F a IE=410.70 3 / " PRCP I11E ._______ ___ ___ _ NE PER LN�NN0591AR/ AP LINE CITY REQUIREMENTS 0 NEW 1" WATER METER AN PER CITY REQUIREMENTS. TEM No. a - • •..' ' 10• :E.:' CAI NEW 3/4" IRRIG. BACKFLOW EASEMENTS ASSEMBLY PER CITY RE PER AFN QS. I aolsoznos2o q, 1.4,N OF PROP OCR CONNECT NEW 3/4" IRRIGATION ScIIO0L ZONE NEW 6" HYDRANT ASSEMBLY SERVICE UNE TO RELOCATED SPED LIMIT SCxJ WTH REQUIR 6" DIP EXISTING 3/4" METER PER CITY P HP OHP ALL PER CITY REQUIREMENTS REQUIREMENTS. UGR - UG NEW 6" HYDRANT LINE U UG"UGP UTILITY COORDINATION NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. WATER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. RELOCATE AND RECONNECT THE EXISTING 3/4" WATER METER TO BE SET IN THE RIGHT-OF-WAY, WTH THE BACK OF THE METER BOX ALIGNED WITH THE RIGHT-OF-WAY/PROPERTY LINE. THE EXISTING WATER METER SHALL BE USED FOR THE SITE IRRIGATION SYSTEM. CONFIRM THAT RECONNEC11ON IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 3. LOCATE NEW 1"WATER METER TO BE SET IN THE RIGHT-OF-WAY, WTH THE BACK OF THE METER BOX ALIGNED WTH THE RIGHT-OF-WAY/PROPERTY LINE. CONFIRM THAT CONNECTION IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 4. LOCATE NEW BACK FLOW ASSEMBLY, "BFA" ON PRIVATE PROPERTY, JUST AFTER THE RELOCATED 3/4" IRRIGATION WATER METER. 5. WATER SERVICE PIPE AFTER THE METER (ON THE PRIVATE SIDE OF THE METER) SHALL BE POLYETHYLENE PIPE COMPLIANT WITH CITY AND AWWA REQUIREMENTS. 6. A 14 GA. VINYL COATED TRACER WRE, IN ACCORDANCE WTH CITY STANDARD DETAIL WA-130, SHALL BE INSTALLED IN THE METER BOX AND CONTINUOUS ALONG ALL PORTIONS OF PRIVATE WATER SERVICE PIPE. 7. THE WATER SERVICE LINE SHALL BE INSPECTED AND MEET BUILDING/PLUMBING CODE REQUIREMENTS WHERE THE WATER SERVICE LINE EXITS ONE STRUCTURE AND ENTERS ANOTHER. 8. THE PORTION OF THE WATER SERVICE LINE FROM THE METER TO THE STRUCTURE SHALL BE INSPECTED AND MEET ENGINEERING REQUIREMENTS. 9. AN IRRIGATION SPRINKLER PERMIT SHALL BE OBTAINED FROM CITY OF EDMONDS PUBLIC WORKS CROSS CONNECTION SPECIALIST. CONTACT JEFF KOBLYK - (425) 771-0235, JEFF.KOBLYKQEDMONDSWA.GOV. 10. THE PROPOSED FIRE HYDRANT SHALL BE SET 2-FEET BEHIND THE BACK OF WALK, AND MINIMUM 2-FEET BEHIND DRIVEWAY BACK OF CURB. HYDRANT INSTALLA11ON AND CONNECTION TO MAIN SHALL BE PER CITY STANDARD DETAIL WA-100. 11. INSTALL BLUE REFLECTIVE RAISED PAVEMENT MARKER AT ROAD CENTERLINE, PER STANDARD DETAIL WA-100. SEWER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. THE EXISTING SIDE SEWER SHALL BE REPLACED IN ACCORDANCE WITH CITY STANDARD DETAILS SS-201 AND SS202. 3. THE MANHOLE WHERE THE EXISTING AND NEW SIDE SEWER CONNECTION IS LOCATED SHALL BE RECHANNELED IF REQUIRED BY THE CITY. 4. ALL SIDE SEWER PIPE SHALL BE SDR 35 OR BETTER WATER -TIGHT GASKETED-JOINT SEWER PIPE. 5. THE DISTANCE BETWEEN SIDE SEWER CLEANOUTS SHALL BE NO GREATER THAN 100-FEET. 6. THE ON -SITE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE A 12" DIAM. LAMPHOLE COVER WTH A PICK HOLE, NO HANDLE, AND WTH 1/2" HEX LOCKING BOLTS CONNECTION TO EX. MAIN EXISTING 3/METER WTH" - PRESERVE AND RELOCATE APPROVED FOR CONSTRUCTION P REQUIREMENTS. 6 VALVE SO THAT BACK OF METER IS F E D M N PER CITY REQUIREMENTS °Tff') CITY O O D S W W W W JUST AT ROW/PROPERTY LINE W ° � o Iq `rr 11AS -242TF•FY------- -NEW1" WATER SERVICE------��- -- - - - -------�F62EEEE--��Eq_ -- -- --=------- S.E - -- LINE PER CITY SD SD SD SD SD SD ENGINEERING DIVISION SD DATE: APPROVED AS NOTED NEW BLUE RPM PER (PO C RIGHT CF I Cn - STD DTL WA-100 - NEW 101 x 7.6W - - - - - - - HYDRANT EASEMENT PoM�,4.,8 9/20/2024 SS NEW 1" WATER SERVICE 55 �� SS SS S'Iq)1ar - SS SS SS S SS - CONNEC110N PER CITY �q"e78 BY: LANE STRIPING "a15 cn CITY ENGINEERING DIVISION U U U U U U U U ¢ J J ¢ ¢ Q ¢ Q ¢ O 0 Y Y Y Y Y Y U U U U U U Z Z m z 0 J I- D_ U 0 m w J ¢ H J ¢ F_ J ¢ It J ¢ F- J ¢ H J � W :::) 0 Z 0 cn m cn m m F- m 0 j W � W W W W W D 0 0 z 0 z ¢ ¢ w d 0 w a 0 w d 0 w m 0 w m 0 w m 0 w< W ¢ Z z_ 0 J z_ 0 J z_ 0 J z_ 0 J z_ 0 J z_ 0 J z U 2 J 0 0 0 0 0 0 W V V V V M N N N N O N O N CDO N N" O O N O N O W O`I 04 !` C! N C\1 2!! C\I 00 00 CD ¢ M N O O N O�2 0 0 0 0 0 o o July 31, 2024 U) N m J�C) U coo§ (o ON 0 U)� U �>00� 0- w Y>- U (o N > _F �co�0 Ln CU Lr) (1) N c/) N H� J LLI CD 00 H CF) LU U Z 2z O LOO 0LLIU)Z Lu W» >>wa Q V5 ww�� Q t � U) Lu J= 0 E N O Q J LO Z CO J RESUB Aug 01 2024 J W J CITY OF EDM S LL LU DEVELOPMENT S ICES DEPARTME N c LLI w> G Lo O 0wco >_ W=CCoo Qz LUOzp �J ofcn0o LF) W en w � (%) ct) O Z O�¢� Z� Of H _j-oQZ �w LUb aa'O Of�p w Q� O Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C5.00 vvc P pFzpp�pp�J Q EXACT EASEMENT LOCATION TO BE DETERMINED POST HYDRANT INSTALLATION. EASEMENT DOCS/PROCESS ARE A REQUIRED DEFERRED SUBMITTAL. EAVE RIM=44 .14' IE(SE) 12"PVC= 416.69' W W W kTION PER RDS (TYP) SDMH�. RIM=419.93' E(N) 8"CMP=416.28' E) 12"CONC=415.73' S[ S) 12"CONC=416.08' VV) 12"CONC=416.31' Im G G G CITY OF EDMONDS DIREC11ONAL SIGN -20 6" SSCO C5.21 IE=410.70 Z. Ij IE=413.10 C5.21 w w° l ev r a` t cHRc I I � mil= II fi ,•,�•+ +•� ®3 IIIII III +.+++++•.+++•.+++ -65-LF 6" PVC ® III WY. MIN. ' 3 Ijl� I •IW ++ ++ ++ _ i III I •I �o+�+++ ..� , I III III II a. �II rrni�r PHASE 2: Ijj II OFFICE BUILDING AND IMMEDIATELY III + ADJACENT PAVED SIDEWALK. r III a + + AREA TO BE GRADED TO I .�� + W + + ' SUBGRADE ELEVATION, ROLLED TO FIRM, AND ;'a II i ,+ • STABIUZED WITH CRUSHED ROCK. _ III I _ III a. • li BUILDING .I ..'.•.'..'.'.';I III •+.+ + SSC IO IIII • + E=411.50 -24-LF 6" PVC - I I BUILDING POINT OF CONNEC11ON +�+ I TO NEW 6" SIDE SEWER LINE 2 +a - + N .+ + \ I- MIN., I I I PER CITY REQUIREMENTS. C5.21 ; , .O �79 + + b SSOOIE=412.25 �, +++•++ ++- • S S ' • II ,�' F IN BUILDING POINT OF CONNECTION WI+ POF LIN ® ` TO NEW 1" WATER SERVICE LINE -I+ a + \\ PER CITY REQUIREMENTS. • w - + + + + CAP UNTIL OFFICE BUILDING CONSTRUCTION. -38-LF 6" PVC ' + • + + + + or. MIN. _ ' I 1" WATER SERVICE LJNE TEE tll � + "'+ gal j�l PER CITY REQUIREMENTS. III + + + + + + + 111 I . .. III - ------JJJ • T3 i I✓ l O I IMGA11ON POINT OF CONNECTION TO EXISTING I 3 3 3/4" WATER SERVICE LINE PER CITY REQUIREMENTS. - -- - ----, i NEW 1" WATER SERVICE LINE "I,• + + PER CITY REQUIREMENTS. + + + ++.+-+•+•+++•+++•+ +I I• NEW 1" WATER METER A-13 '+ • +I�. PER CITY REQUIREMENTS. C5.21 + '£+ + . E+--+�-+-+E +E•r--.--r-.E+ y + I +a a NEW 10'L x 7.5'W .ala + NEW 3/4"aIRRIG.BACKFLOW HYDRANT EASEMENT ,� . � m ASSEMBLY PER CITY REQS. r � , E P E 0 CONNECT NEW 3/4"+IRRIGATION SERVICE ++ A-13 + H P LINE TO RELOCATED EXISTING 3/4" METER C5.21 HP PER CITY REQUIREMENTS. • 89'21' E 104.71' (104.T PLAT) UG1' UGC SA FENCE COR ON LINE FENCE COR 0.2'E OF PROP LINE OUND REBAR/CAP LS# "30581 " ON LINE � ITEM NO. 8 - 10' ELECTRICAL EASEMENT PER AFN FENCE EL101602170520 1.4'N OF PROP COR SCHOOL ZONE SPEED LIMIT SIGN HP -0HP -OHP BHP BHP d e NW C7tNK VAULT LID d y, " - ° ' - �� a n i i p°�..a ELEV.=418.90 a TEL VLT A-1 NEW 6 HYDRANT ASSEMBLY UG ` Ga UG UG U UGP =UG UGC C5.21 II1N -19-LF 6" DIP ° GC� al UGC �J:GC UGC ALL PER CITY REQUIREMENTS. (31,,a G EXISTING 3/4" WATER METER - PRESERVE AND RELOCATE UG' UGC 4 G E3 tTTrr SO THAT BACK OF METER IS JUST AT ROW/PROPERTY LINE W FO VLT AT PROP CORAP OIL- S^!_ 0 ACCES NEW 6" HYDRANT LINE Ell o� V) I d. . a UGP UGP UGP UGP U -20 REPLACE EXISTING SIDE SEWER A-1 CONNECTION TO DC MAIN ; NEW 1" WATER SERVICE o �B (TYPE 1) V C5.21 'WITH APPROXIMATELY 34-LF 6" C5.21 WITH 6" VALVE A-1 PVC OM MATCH EXISTING PER CITY REQUIREb1ENTS• LANE S LINE PER CITY. C5 21 O IE(RIMS)48 CONC=411.43' ALIGNMENT AND SLOPE .. .. �; W W W W W W W W W W W W W W W W COORDINATE TEMPORARY SHORING )AND SUPPORT WTH CITY OF LYNWOOD------------------------------ ______ _____- - -------------------------- ---------- -- --ZtZTK-1 SSFMSSFM SF ------- ----------------------- ------------------------ SFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM - - -SSFM- - - SSFM SSFIvI�-SSFM SSFM SD SD S SD SD SD SD SD SD SD D SD -SD -SD -SD -SD -SD - - - - NEW BLUE RPM PER STD DTL WA-100 - (PUBL RIGHT OF WAY) - - - - - - - - - - - 0 EX. SSM SDMH EX. RIM=418.93' NEW 1" WATER SERVICE RIM=414.45' IE( EX. IE(N,E) 8"CONC=409.43(C.C.) SS SS SS SS CONNECTION PER CITY SS-S SS SS SS SS SS SS SS SS SS SS S IE(E) 12"CONC=407.83' - SS SS SS SS - NEW IE (N) 6" SS=409.55 IE(S) 8"CONC=408.85' LANE STRIPING IE(SW) 8"CONC=408.20' IE(W) 12"CONC=409.15' IE(NM 8"CONC=409.15' G G G G G G G G G G G G G G G CB (TYPE 1 p RIM=418.98' CURB d d d IE(NW) 12"DI=416.48' C d A. C , C d .. d d. d G d a. d : a : a a a a d CONC SIDEWAN. a ° a ° d d a d d a d . d 4' d a . idd d a and d. APPROX. LOCATION PER PSE MAP NO. Q1 A d a LANE STRIPING d d v d. C d d 8: d' 4 d a' S/ �S c� CB (TYPE 1) RIM=413.77' IE(N) 8"CONC=411.62' IE(W) 12"CONC=411.97' UTILITY COORDINATION NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL UTILITY, CONDUIT, AND PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. WATER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. RELOCATE AND RECONNECT THE EXISTING 3/4" WATER METER TO BE SET IN THE RIGHT-OF-WAY, WITH THE BACK OF THE METER BOX ALIGNED WITH THE RIGHT-OF-WAY/PROPERTY LINE. THE EXISTING WATER METER SHALL BE USED FOR THE SITE IRRIGATION SYSTEM. CONFIRM THAT RECONNECTION IS COMPLETED IN ACCORDANCE WTH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 3. LOCATE NEW 1"WATER METER TO BE SET IN THE RIGHT-OF-WAY, WITH THE BACK OF THE METER BOX ALIGNED WTH THE RIGHT-OF-WAY/PROPERTY LINE. CONFIRM THAT CONNECTION IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 4. LOCATE NEW BACK FLOW ASSEMBLY, "BFA" ON PRIVATE PROPERTY, JUST AFTER THE RELOCATED 3/4" IRRIGATION WATER METER. 5. WATER SERVICE PIPE AFTER THE METER (ON THE PRIVATE SIDE OF THE METER) SHALL BE POLYETHYLENE PIPE COMPLIANT WITH CITY AND AWWA REQUIREMENTS. 6. A 14 GA. VINYL COATED TRACER WIRE, IN ACCORDANCE WITH CITY STANDARD DETAIL WA-130, SHALL BE INSTALLED IN THE METER BOX AND CONTINUOUS ALONG ALL PORTIONS OF PRIVATE WATER SERVICE PIPE. 7. THE WATER SERVICE LINE SHALL BE INSPECTED AND MEET BUILDING/PLUMBING CODE REQUIREMENTS WHERE THE WATER SERVICE LINE EXITS ONE STRUCTURE AND ENTERS ANOTHER. 8. THE PORTION OF THE WATER SERVICE LINE FROM THE METER TO THE STRUCTURE SHALL BE INSPECTED AND MEET ENGINEERING REQUIREMENTS. 9. AN IRRIGATION SPRINKLER PERMIT SHALL BE OBTAINED FROM CITY OF EDMONDS PUBLIC WORKS CROSS CONNECTION SPECIALIST. CONTACT JEFF KOBLYK - (425) 771-0235, JEFF.KOBLYK@EDMONDSWA.GOV. 10. THE PROPOSED FIRE HYDRANT SHALL BE SET 2-FEET BEHIND THE BACK OF WALK, AND MINIMUM 2-FEET BEHIND DRIVEWAY BACK OF CURB. HYDRANT INSTALLATION AND CONNECTION TO MAIN SHALL BE PER CITY STANDARD DETAIL WA-100. 11. INSTALL BLUE REFLECTIVE RAISED PAVEMENT MARKER AT ROAD CENTERLINE, PER STANDARD DETAIL WA-100. SEWER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. THE EXISTING SIDE SEWER SHALL BE REPLACED IN ACCORDANCE WITH CITY STANDARD DETAILS SS-201 AND SS202. 3. THE MANHOLE WHERE THE EXISTING AND NEW SIDE SEWER CONNECTION IS LOCATED SHALL BE RECHANNELED IF REQUIRED BY THE CITY. 4. ALL SIDE SEWER PIPE SHALL BE SDR 35 OR BETTER WATER -TIGHT GASKETED-JOINT SEWER PIPE. 5. THE DISTANCE BETWEEN SIDE SEWER CLEANOUTS SHALL BE NO GREATER THAN 100-FEET. 6. THE ON -SITE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE A 12" DIAM. LAMPHOLE COVER WITH A PICK HOLE, NO HANDLE, AND WTH 1/2" HEX LOCKING BOLTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10 0 10 iiiiiii I- 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION U U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ ¢ O O D_D_D_D_D_azz 10U U U U U U z O_ J I- D- 0 U m W J ¢ J ¢ J ¢ J ¢ J ¢ � W o Z O D CO D m D CO D m D m m 0 J W W W 1r W W W W W 0f D cn 0 z z ¢ L ¢ a W a- (D W a C7 W a- (D W a CD W a (D W a C7 W W< W z z_ 0 J z_ 0 J z_ 0 J z_ 0 J z_ 0 J z_ 00 J z 0 0 0 0 0 0 W of m m m m m m 0 a- V V V V M N N N N O N C. N O N Co N O N O N O N O W N c`i C`I C`i C\I C\i C`I c\I � 00 00 co M ¢ M N O O N O 0 o 0 o o o o July 31, 2024 U) N m J�c U c: W cl ,0 MN U)( U c0 G >� 00 a_ Lu Y > i U NON > 0Y & co o � CM cn 0 a Lr)co Lr) (1) N 'n N �� J LLI CD 00 H �rn O W U Z 2zOO LL ZC6U) z Lu W >-LUU) of Q V wwCFO� a= � U) J= CDg N O Q J LO z M J RESUB Aug 01 2024 > CITY OF EDMISI0 DEVELOPMENTSCES DEPARTME �0 2 o �� 0w1,0- �Q J W=o0oo 0=zo ofU5Oo cl) ~ern cl) d�U)o LLJ pU)¢o JNzQ �O Qa'O LU0� Of�o �__ 11 Q W W U pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C5.01 i A _ I CLF ■ p�/ g 1 • PROP LINE == _- 13 MATCH LINE �� 1 •'1 1 rl 1 '1 �• ��• ! --_- ° 1 II PVC @27o MIN. FENCE . \. Q;\OP vvc 0.1'E OF ROP LINE Q1Q��Q�OQ� OF LINE -- == �• SERVICE PER CITY REQUIREMENTS. +mom � •� _� iINE II PHASE 2: OFFICE BUILDINGAND IMMEDIATELY1 -ADJACENT _- PAVED SIDEWALK. AREA TO BE GRADED TO ir ROLLED TO FIRM, AND . \ 1 PVC r • / I r1 1 =_= == =_ _= lip - - _ • r r ! • � ■ _= 1= 52.9' EAVE + L �� W IRRIGATION POINT OF CONNECTION TO EXISTING O a 3/4" WATER SERVICE LINE PER CITY REQUIREMENTS. " I CITY OF EDMONDS " DIRECTIONAL SIGN -20 6" SSCO SET REBAR/CA ; • " < NEW 1" WATER SERVICE LINE + �+ AT PROP COR JI +" PER CITY REQUIREMENTS. ++" + +++ ++ I"+1"+ + +"�". -29-LF 6" PVC �I" NEW 1" WATER METER A-13 ' + ®79 MIN. " " " = PER CITY REQUIREMENTS C5.21 " + I + + +"" "++ "�Ea-�.E E. .E TrFv"+"+"+"+"++"" �+ y NEW 10'L x 7.5'W I NEW 3/4' IRRIG. BACIROW + + + " + + HYDRANT EASEMENT ASSEIMBLY PER CITY REQS t O - - - _2 LOCATION OF EXISTING SIDE SEWER. RECONFIRM EXACT LOCATION AND ELEVATION, ki + + " WO-+_ " LC5.21 PRIOR TO COMMENCING WtJRK E P E CONNECT NEW 3/4""IRRIGATION SERVICE "+A_1 " HP PER CITY, C SSCO W/ 12" LA HOLE COVER g " m " " LINE TO RELOCATED EXISTING 3/4" METER C5.21 PER CITY REQUIREMENTS. HP PICKHOLE (NO HANDLE) W/ 1/2" HEXBOLTS ,� IE=410.11t 71> Lc 8921' " E 104z a (104.7' PLAT) SITE BENCHMARK U.GI' a NW CRNR VAULT a UGPi 9' FENCE COR ON LINE 00 FENCE COR 0.2'E OF PROP LINE OUND REBAR/CAP LS# "30581 " ON LINE I STEM NO. 8 - 10' ELECTRICAL EASEMENT PER AFN FENCE E2101602170520 1.4'N OF PROP COR SCHOOL ZONE SPEED LIMIT SIGN LID • A-1 ' NEW 6' HYDRANT ASSEMBLY . UG . Ga UGF--'UGC ; p U tl a 'd. d a UGP -= a ELEV.=418.90 a TEL VLT UGC C5.21 WITH -19-LF C DIP UG dcc UGC UGC UGC ALL PER CITY REQUIREMENM IG(E G EXISTING 3/4' WATER PMETER - PRESERVE AND RELOCATE UG UGC a P-0HPOHPOHP-0HP UGP UGP-- UGP UGP-- UGP UTILITY COORDINATION NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL UTILITY, CONDUIT, AND PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. WATER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSIRUC110N, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON 1NE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. RELOCATE AND RECONNECT THE EXISTING 3/4" WATER METER TO BE SET IN THE RIGHT-OF-WAY, WITH THE BACK OF THE METER BOX ALIGNED WTH THE RIGHT-OF-WAY/PROPERTY LINE. THE EXISTING WATER METER SHALL BE USED FOR THE SITE IRRIGATION SYSTEM. CONFIRM THAT RECONNECTION IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 3. LOCATE NEW 1"WATER METER TO BE SET IN THE RIGHT-OF-WAY, WITH THE BACK OF THE METER BOX ALIGNED WITH THE RIGHT-OF-WAY/PROPERTY LINE. CONFIRM THAT CONNECTION IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 4. LOCATE NEW BACK FLOW ASSEMBLY, "BFA" ON PRIVATE PROPERTY, JUST AFTER THE RELOCATED 3/4" IRRIGATION WATER METER. 5. WATER SERVICE PIPE AFTER THE METER (ON THE PRIVATE SIDE OF THE METER) SHALL BE POLYETHYLENE PIPE COMPLIANT WITH CITY AND AWWA REQUIREMENTS. 6. A 14 GA. VINYL COATED TRACER WRE, IN ACCORDANCE WITH CITY STANDARD DETAIL WA-130, SHALL BE INSTALLED IN THE METER BOX AND CONTINUOUS ALONG ALL PORTIONS OF PRIVATE WATER SERVICE PIPE. 7. THE WATER SERVICE LINE SHALL BE INSPECTED AND MEET BUILDING/PWMBING CODE REQUIREMENTS WHERE THE WATER SERVICE LINE EXITS ONE STRUCTURE AND ENTERS ANOTHER. 8. THE PORTION OF THE WATER SERVICE LINE FROM THE METER TO THE STRUCTURE SHALL BE INSPECTED AND MEET ENGINEERING REQUIREMENTS. 9. AN IRRIGATION SPRINKLER PERMIT SHALL BE OBTAINED FROM CITY OF EDMONDS PUBLIC WORKS CROSS CONNECTION SPECIALIST. CONTACT JEFF KOBLYK - (425) 771-0235, JEFF. KOBLYMEDMONDSWA. GOV. 10. THE PROPOSED FIRE HYDRANT SHALL BE SET 2-FEET BEHIND THE BACK OF WALK, AND MINIMUM 2-FEET BEHIND DRIVEWAY BACK OF CURB. HYDRANT INSTALLATION AND CONNECTION TO MAIN SHALL BE PER CITY STANDARD DETAIL WA-100. 11. INSTALL BLUE REFLECTIVE RAISED PAVEMENT MARKER AT ROAD CENTERLINE, PER STANDARD DETAIL WA-100. SEWER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. THE EXISTING SIDE SEWER SHALL BE REPLACED IN ACCORDANCE WITH CITY STANDARD DETAILS SS-201 AND SS202. 3. THE MANHOLE WHERE THE EXISTING AND NEW SIDE SEWER CONNECTION IS LOCATED SHALL BE RECHANNELED IF REQUIRED BY THE CITY. 4. ALL SIDE SEWER PIPE SHALL BE SDR 35 OR BETTER WATER -TIGHT GASKETED-JOINT SEWER PIPE. 5. THE DISTANCE BETWEEN SIDE SEWER CLEANOUTS SHALL BE NO GREATER THAN 100-FEET. 6. THE ON -SITE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE A 12" DIAM. LAMPHOLE COVER WITH A PICK HOLE, NO HANDLE, AND WITH 1/2" HEX LOCKING BOLTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10 0 10 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION U U U U U U U U ¢ J J ¢ ¢ Q ¢ Q ¢ O O W a ld D- W a z z m U U U U U U z O_ J ¢ I- a - It: o' U m w J ¢ J ¢ J ¢ J ¢ J ¢ D W U) p z O cn cn cn cn cn F m 0 � W W W W W D 0 0 z 0 z W a- C� W a C7 W a- C� W a C� W a C7 W a C7 W W z z > > > > > > W W m m m m I m CO o a V V V V M N N N N O N C. N O N Co N O N O N O N O W N i`! 2!! i`! C\I i\! C`I C\I .0 M .0 a0 00 Co oO ¢ 0 o 0 o o 0 C, July 31, 2024 U) N m _j U c: 0O (0 ACV 0 U)(0 UU OO@ 23:-0 a_1 W > - U N_FN > 7 co 0 Ln cn N N H � J W 00 H �rn O W U Z 2_ 0 W rj) Z Lu W» >>wa Q V = W LL, 0- 0 a= �U) Lu J= N O Q J LO z J co RESUB Aug 01 2024 = CITY OF EDM S DEVELOPMENT EELOMENT S ICESW DEPARTME W 0 c G Lo 0-�_c) (n 0 U) L =oopo Z W LUOzp QQ �J ofcn0o Z C/) >-�-LF) I.- Q wZcfl wOf2LL5 Z 0- (jQo Q W J0,z¢ i Lu0 Qa'O ��o W Q U Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. JURISDICTION FILE NO.: CEKO PROJECT NO.: 22017.01/416-018 SHEET C5.02 Im ?I FENCE 0.4'S OF PROP COR 'CLF ND 1 W OF LINE & 0.9'S FROM PROP COR m CLF 0.7'W OF PROP LINE 7___�O CLF 0.1'W OF PROP LINE 0 CLF 0 0.5'E OF CLF PROP LINE \ 0 MATCH LINE CLF INTX 0.1'W OF PROP LINE • • - • -L INE WAREHOUSE ■ jl II IBM II d • • �� 11 .. R•- LINE==� 1 •I I 1 13 -- -_ _� 1 •1 1 11 1 == =— == — II13 NE 15.5'----J UTILITY COORDINATION NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL UTILITY, CONDUIT, AND PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. WATER IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. 2. RELOCATE AND RECONNECT THE EXISTING 3/4" WATER METER TO BE SET IN THE RIGHT-OF-WAY, WITH THE BACK OF THE METER BOX ALIGNED WITH THE RIGHT-OF-WAY/PROPERTY LINE. THE EXISTING WATER METER SHALL BE USED FOR THE SITE IRRIGATION SYSTEM. CONFIRM THAT RECONNECTION IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 3. LOCATE NEW 1"WATER METER TO BE SET IN THE RIGHT-OF-WAY, WITH THE BACK OF THE METER BOX ALIGNED WTH THE RIGHT-OF-WAY/PROPERTY LINE. CONFIRM THAT CONNECTION IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS, INCLUDING STANDARD DETAIL WA-130. 4. LOCATE NEW BACK FLOW ASSEMBLY, "BFA" ON PRIVATE PROPERTY, JUST AFTER THE RELOCATED 3/4" IRRIGATION WATER METER. 5. WATER SERVICE PIPE AFTER THE METER (ON THE PRIVATE SIDE OF THE METER) SHALL BE POLYETHYLENE PIPE COMPLIANT WITH CITY AND AWWA REQUIREMENTS. 6. A 14 GA. VINYL COATED TRACER WIRE, IN ACCORDANCE WITH CITY STANDARD DETAIL WA-130, SHALL BE INSTALLED IN THE METER BOX AND CONTINUOUS ALONG ALL PORTIONS OF PRIVATE WATER SERVICE PIPE. 7. THE WATER SERVICE LINE SHALL BE INSPECTED AND MEET BUILDING/PLUMBING CODE REQUIREMENTS WHERE THE WATER SERVICE LINE EXITS ONE STRUCTURE AND ENTERS ANOTHER. 8. THE PORTION OF THE WATER SERVICE LINE FROM THE METER TO THE STRUCTURE SHALL BE INSPECTED AND MEET ENGINEERING REQUIREMENTS. 9. AN IRRIGATION SPRINKLER PERMIT SHALL BE OBTAINED FROM CITY OF EDMONDS PUBLIC WORKS CROSS CONNECTION SPECIALIST. CONTACT JEFF KOBLYK - (425) 771-0235, JEFF. KOBLYK@EDMONDSWA. GOV. 10. THE PROPOSED FIRE HYDRANT SHALL BE SET 2-FEET BEHIND THE BACK OF WALK, AND MINIMUM 2-FEET BEHIND DRIVEWAY BACK OF CURB. HYDRANT INSTALLATION AND CONNECTION TO MAIN SHALL BE PER CITY STANDARD DETAIL WA-100. 11. INSTALL BLUE REFLECTIVE RAISED PAVEMENT MARKER AT ROAD CENTERLINE, PER STANDARD DETAIL WA-100. U U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ ¢ O O Y Y Y Y Y Y U U U U U U Z Z m z O_ J I- 0_ 0 U m W J ¢ J ¢ J ¢ J ¢ J ¢ j � w p Z O U m m m m m ~ m 0 J w W W W W w D 0 p z cn z ¢ i�: ¢ a w a- CD w a C7 w a- CD w a CD w m 0 w a C7 w w< W ¢ z z_ J z_ J z_ J z_ J z_ J z_ J z Fn 2 w > > > > > > w of m m m m m m o a V V 'I, V M N N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N o w 00 00 co ¢ M N O O N O p 0 0 0 0 0co o o SEWER IMPROVEMENTS PLAN NOTES Ago, o10�J2Q�0e 1. PRIOR TO CONSTRUCTION, REVIEW ALL PIPE SIZES, ELEVATIONS, CROSSINGS, AND CLEARANCES ON THE f ONAL E ED FILE SHEETS. FIE VEIFY PIPE LEVATONS AND CS. 2. THE EDXSTINGOSI E SEWER SHALLLD BERREPLACEDEN ACCORDANCE W1Tl-IRC�ITYESTANDARD DETAILS SS-201 Jul31, 2024 AND SS202. 3:FENCE 0.2'E OF 3. THE MANHOLE WHERE THE EXISTING AND NEW SIDE SEWER CONNECTION IS LOCATED SHALL BE o � E PROP LINE RECHANNELED IF REQUIRED BY THE CITY. om O J�pU 4. ALL SIDE SEWER PIPE SHALL BE SDR 35 OR BETTER WATER -TIGHT GASKETED-JOINT SEWER PIPE. m o 4 � M MN 0O LLIc ao 5. THE DISTANCE BETWEEN SIDE SEWER CLEANOUTS SHALL BE NO GREATER THAN 100-FEET. = = � a) Q �00@ 6. THE ON -SITE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE A 12" DIAM. LAMPHOLE COVER WITH A PICK 0- Y - 0 HOLE, NO HANDLE, AND WTH 1/2" HEX LOCKING BOLTS � LO m Ln Lo N cn N J LCD -FENCE00 0.4'E OF W L5 Z PROP LINE O 2 z O O� = gwU)Z Lu W» »Lwu¢ Q of USW of 0- J= of vj Q N O J LO z co J RESUB Aug 01 2024 n/ = CITY OF EDM S LL DEVELOPMENTS ICES W N DEPARTME Lo --F C w 0 c) 0 o E cf) Z o LU �Z wo�oo QQ Wozp ofcno �C:> <~ W�U)o Z U) O QLU J 0Q Q�Z LU0 Of�o Q� w �— U .4' 0 )I Know what's below. Cal I before you dig. W I PROJECT LOCATION (S,T,R): Q I A PORTION OF THE SOUTHWEST 1/4 IJJ SEC. 20, TWP. 27N, RING. 4E, W.M. APPROVED FOR CONSTRUCTION � JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: DATE: APPROVED AS NOTED 22017.01 / 416-018 10 0 10 SHEET 9/20/2024 FENCEG �'0 OOS SCALE IN FEET BY: ('`� O.VEp 0 ^ c Q P�OQ a��\� CITY ENGINEERING DIVISION C5.03 425.00 420.00 415.00 410.00 EX. GROUND ELEC. SERVICE STA: 10+35.60 BOTTOM OD = 416.9± PROP. GROUND 1.6'± SEPARATI� TOP OD = BOTTOM OD F 415.3± 414.7± VICE N 5 ER DOE R QU REMEN�S P �12" STORM STA. 10+57.77 STA: 10+26.03 BLDG POINT OF TOP OD = 412.9± CONNECTION TO 1.8'± SEPARATION NEW 1" W SER PER TA. 10+16.88 COE REQUIREMENTS NEW 1" WATER METER STA. 10+47.72 = PER COE REQUIREMENTS 13+00.00 TIE NEW 1" W SER PER COE NEW 1" TEE w/GV TO EX 8" WATER MAIN (DEPTH FOR SERVICE TO AND LOCATION APPROX.) WAREHOUSE 425.00 425.00 420.00 420.00 415.00 415.00 410.00 410.00 10+00 10+20 10+40 10+60 10+80 O N c0 I,-) O Ln co N N ^ (D D� O OcN N� L2 a0 O CO O � � � 1 " WATER SERVICE TO OFFICE 1: 20H, 1: 5V EX. GROUND PROP. GROUND BOTTOM OD = 415.8± STA. 14+59.53 6" SEWER BLDG POINT OF STA: 13+37.94 TOP OD = 412.6± CONNECTIONTO NEW 1" W SER 3.2'± SEPARATION PER COE STA. 13+00.00 = REQUIREMENTS 10+47.72 NEW 1" TEE w/GV FOR SERVICE TO WAREHOUSE 425.00 425.00 420.00 420.00 415.00 415.00 410.00 410.00 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 M7 co O r__ O r7 I" i"") m 0� O O LO cV O� I- CD CO N r7 I� c0 l!) In Ln 00 I� CO Cp Lf7 I� O� CO � CO Ln CO O (O I� Lo c0 00 r7 O o� OO O) Ln O) 6L O) O Oj CDO CD O N O N Cn Cn N O) N 0) N CD � CN � IN� J 1 1 " WATER SERVICE TO WAREHOUSE 1: 20H, 1: 5V 430.00 425.00 420.00 415.00 410.00 405.00 CITY OF LYNNWOOD ELEC. SERVICE 24" SANITARY SEWER STA: 20+39.54 FORCE MAIN BOTTOM OD = 416.9± STA: 20+11.00 6.1'± SEPARATION TOP = 415.2± BOTTOM = 412.9± EX 12" STORM EX. 8" WATER STA: 20+08.71 (APPROX. LOCATION) IE = 414.5±� STA: 20+17.13 IE = 415.4± 12" STORM STA: 20+64.01 BOTTOM OD = 412.3± 1.1± SEPARATION 6" STORM STA: 20+71.70 BOTTOM OD - 416.3± 4.9'± SEPARATION I I � TOP OD = d 9 410.7± TOP OD = TOP OD = COORDINATE TEMPORARY 411.2± 411.4± SHORING W/CITY OF LYNNWOOD �3B-LF 6" PVC -29-LF 6" PVC SS @ -2.09% REPLACE -34-LF 6" PVC SS @ -2.01% SS @-2.IO2% 50" WIDE CONDUIT BANK STA: 20+30.00± TOP = 415.3± BOTTOM = 412.0± SSCO-2 TIE TO EX SIDE SEWER STA 20+63.14 EX SSMH 1 STA 20+33.72 RIM ELEV = 418.53 STA 20+00.00 RIM ELEV = 418.46 IE 6" = 410.70 SW RIM ELEV = 418.85 IE 6" = 410.11 S IE 6" = 410.70 N IE8"=409.43E IE6"=410.11 NE IE6"=409.43N SSCO-3 STA 21+01.35 RIM ELEV = 419.49 IE 6" = 411.50 S IE 6" = 411.50 N IE 6" = 411.50 E ELEC. SERVICE STA: 11 +35.60 PROP. GROUND BOTTOM OD = 416.9± 1.8'± SEPARATION EX. GROUND / TOP OD=415.1± BOTTOM OD = 414.3± IRR. POINT OF CONNECTION TO EX. 34" IRR SER PER COE -28-LF 3/4" IRRIGATION SERVICE 12" STORM REQUIREMENTS PER COE REQUIREMENTS STA: 11+24.79 TOP OD = 413.3± 1.0'± SEPARATION STA. 11+13.77 TIE TO EX %" WATER METER; PRESERVE AND REUSE [EX 8" WATER MAIN; DEPTH AND LOCATION APPROX. 425.00 425.00 420.00 420.00 415.00 415.00 410.00 410.00 11+00 11+20 11+40 11+60 r- N - n O � (7; O i_ N O CO (D D m 00 Q) 00 3/4" IRRIGATION SERVICE 1: 20H, 1: 5V 6" STORM STA: 21 +70.49 BOTTOM OD = 415.8± 2.1'± SEPARATION 12" STORM STA: 21+88.48 EX. GROUND BOTTOM OD = 414.8± 0.7'± SEPARATION �\ PROP GROUND ------r I TOP OD 414.1± TOP OD = 413.7± -18-LF 6" PVC '50-LF 6" PVC SS @ -2.21% SS @ -2.00% �65-LF 6" PVC SS @ -2.47% WAREHOUSE SS POINT OF CONNECTION SSCO-4 STA 22+34.25 STA 21+66.14 RIM ELEV = 420.34 RIM ELEV = 418.91 IE 6" = 414.50 W IE6"=413.10S IE 6" = 413.10 N SSCO-5 STA 22+16.14 RIM ELEV = 419.91 IE6"=414.10S IE6"=414.10E 430.00 430.00 425.00 425.00 420.00 420.00 415.00 415.00 410.00 410.00 405.00 405.00 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 n 1-) 00 cN O O N N N Cp M O d O O O) CD M O N Ul) O Co � Co O O O r7 7 L( c0 c0 CD r!7 O O N CD N O CO M O N O r O N O O) M Q) O oO O c0 cO c0 co c0 a0 co COoo a0 r a0 co a0 a0 a0 Oi O) O) O N O) CDO) Oi OD N Qi N Co N Oi cN O) cN O N O rrj C) EX SSM H 1 TO WAREHOUSE 1: 20H, 1: 5V EX. GROUND PROP. GROUND N1g'LF 6N1 D\P HYDR COE ``NE PE MENjS RE -0 NEW HYDRANT ASSEMBLY PER COE REQUIREMENTS EX 8" WATER MAIN; DEPTH AND LOCATION APPROX. NEW 6" HYDRANT CONNECTION PER COE REQUIREMENTS 425.00 420.00 415.00 410.00 12+00 12+20 12+40 r- ro Cn r r- 6" FIRE HYDRANT SINE 1: 20H, 1: 5V 1" WATER SER. STA: 23+19.48 BOTTOM OD = 415.8± 3.2'± SEPARATION PROP. GROUND EX. GROUND TOP OD= 412.6± N24-LF 6" PVC SS @ -3.IB% OFFICE SS POINT OF CONNECTION SSCO-3 STA 23+23.55 STA 23+00.00 RIM ELEV = 419.96 - RIM ELEV = 419.49 IE 6" = 412.25 W IE 6" = 411.50 S IE 6" = 411.50 N IE 6" = 411.50 E U U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ ¢ O O Y Y Y Y Y Y U U U U U U Z Z m z O_ J It: 0 2 U) m w J ¢ H J ¢ H J ¢ It: J ¢ F- J ¢ H J � cn w D p Z O (n 2 D co D m D co J m on D cn ~ CO 0 J > w w W w of w W w W w=) of cn o z cn z t m t m t : ¢ i�: ¢ a w 0- CD w a C7 w 0- CD w a CD w 0- (D w o (7 w w W z z_ J z_ 0 J z_ F J z_ 0 J z_ 0 J z_ 0 J z i, J > > > > > > w Of m m I m m m C0 o 0 V V V V m N N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N o w N N N N N N N N CO CO CO O CO CO O ¢ It-� 0 0 LO 0 co Co O 0 O V 0 N 0 July 31, 2024 U) N 430.00 Do -,co:' E 0,m JOO O c: 10 0O LLI 0? 0 =-'T U 2>oo@ 425.00 W Y>� U c o CO � a L� L� N cn N 420.00 J U) O W co H � O LU U 2 K :D O O z uj �� U~= 415.00 0 w W� »wa Q V LU Uj a j Of U) W -� ¢ w cn O 0� C7 U N 0- Q z L" 410.00 C7 z M J RESUB 405.00 Aug 01 2024 n/ 0L CITY OF EDM S W � DEVELOPMENT S ICES DEPARTME LLJ 2 Lo WJ 0-�_o O Cf) LL J w c Q >-0 >=oo 23+00 23+20 23+40 23+60 w rn m M N 't CD O) 66 Cn O O) SSCO- 3 TO OFFICE 1: 20H, 1: 5V a � o 0 CD �� ofcn0o z Wz co fz VJ LU � 1 CO LIJ 0 G U) Q O O Z W d N cn LL a0 Q�z¢ 0 ��o LU w a� U Know whays below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. APPROVED FOR CONSTRUCTION JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: DATE: APPROVED AS NOTED 22017.01 / 416-018 SHEET 9/20/2024 BY: C5.1 1 CITY ENGINEERING DIVISION i' I�X.91�I�►[y� L 1 2' CLEANOUT (MAX) (TYP) w z J Z w � o m CLEANOUT cl w WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12"t r FINISHED GRADE WATER TIGHT CAP 45' RISER 45' 4" OR 6" SIDE SEWER GENERAL CLEANOUT DETAIL 12" LOCKING COVER SEE NOTE 3 Lj � w LEVELING COLLAR ao N SEE NOTE 4 a a v L ASPHALT SURFACE �1 FOOT LONG 12" PVC SLEEVE 6" RISER END OF PIPE GRIPPER 1 PLUG (CHERNE 270261 l- OR APPROVED EQUAL) TYPICAL CLEANOUT UNDER ASPHALT OR CONCRETE I— z w w w a O 12" LOCKING COVER a 3 SEE NOTE 3 w O END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED m EQUAL) a v LEVELING COLLAR' j SEE NOTE 4 12" PVC SLEEVE 6" RISER Y1 6" WYE AND r 6" CITY STUB 45' BEND 4" OR 6" J SIDE SEWER CLEANOUT DETAIL AT PROPERTY LINE/CITY EASEMENT NOTES: 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: • IN ROADWAYS PER COE STD DWG GU-424 • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24%6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE � CITY OF EDMONDS FEBRUARY 2023 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD = DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S— 2 0 0 MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT I 4" STORZ ADAPTER DOUBLE SIDED BLUE ROAD 1/2" EXPANSION RAISED PAVEMENT JOINT MATERIAL 18" MIN-24" MAX MARKERS 4" MIN-6" MAX ABOVE FINISHED GRADE ALIGN VALVE BOX EARS ! 3' x 3' x 2 PARALLEL WITH THE THICK CONCRETE e FINISH GRADE WATER LINE IT SERVES �I 4., PAD AROUND HYDRANT FL x MJ 6" R.W. CAST IRON ADJUSTABLE GATE VALVE VALVE BOX 1 CY 1-1/2" WASHED TEE WITH ROCK. 1' MIN ABOVE RESTRAINED JOINTS FLANGED FLANGED DRAIN HOLES AND MEGA -LUG OR CO ECTION CONNECTION AROUND HYDRANT TO EQUAL FROM FOR HYDRANT BOTTOM OF DITCH LINE. HYDRANT TO VALVE VALVE COVER TOP AND SIDES (NP) WITH MIRAFI 160N OR r- THRUST BLOCK APPROVED EQUAL. � 10 MIL PLASTIC UNDISTURBED EARTH "/� \�� ` / BETWEEN BLOCK 1 / &TEE 12"02"x4" CONC. BLK. 12"x12"x4" ..._11V// 1 2" MIN CONC BILK CLEARANCE HYDRANT CONNECTION PIPE TO < BETWEEN BE DUCTILE IRON CLASS 52. y BLOCKING ANY INTERMEDIATE JOINTS TO BE AND RESTRAINED 1 r ' :a. BOLTS •�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w z J 2 w ao LOCKING CLEANOUT COVER SEE COE STD DTL SS-200 o_ r 6" LATERAL SEWER 22.5' OR 45' BEND — / SLOPE - 2% MIN TO 50% MAX 6" TEE POSSIBLE --�4- __- -u SEWER MAIN M FERNCO STRONGBACK RC SERIES >, 22.5' OR 45' BEND REPAIR/RECONNECTION COUPLING OR ROMAC COUPLING 6" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 1. IF SEWER LATERAL IS DAMAGED OR HAS TO BE RELOCATED DURING CONSTRUCTION, RELOCATE/REPAIR SEINER PIPE AND RECONNECT USING A FERNCO RC SERIES STRONGBACK COUPLING OR ROMAC COUPLING. 2. INSPECTION OF WORK IS REQUIRED AND MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. r-� REVISION DATE SIDE SEWER FEBRUARY 2023 CITY OF EDMONDS RELOCATION/REPAIR PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SS-201 a N R.O.W. FINISHED GRADE II II MYTER SUPPLIED I I BALL VALVE IT — _ _ — _ \� Li G G Li DIRECTION OF FLOW A D J PROPERTY LINE O MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING O B 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION O MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-41 O 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S O IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID O FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE OJ SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING OK WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) OL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS O BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. ON DATE CITY OF EDMONDS 1" WATER SERVICE [JLANUARY 2021 (FOR 3/4" & PUBLIC WORKS 1 " METERS) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 30 w zmw w ZJOZ a waw oa¢ IONS W L ¢om - (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w z o' w a LOCKING CLEANOUT COVER Of PER COE STD DTL SS-200 a 6" LATERAL SEWER SLOPE - 2% MIN ROMAC SADDLE 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE I SEWER MAIN LOCATION NOTES' 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED, 4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 5.IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT NEW LATERAL SEWER FOR EXISTING SEWER MAIN PIPE APPROVED BY: R. ENGLISH REVISION DATE FEBRUARY 2023 STANDARD DETAIL SS-202 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED y/7&c%�"9/20/2024 BY: CITY ENGINEERING DIVISION U U U U U U U U ¢ J J Q Q Q Q Q Q O O U Y Y Y Y Y Y o_o U U o_o U U o_o U U z z a m z O_ J ~ m W � p J J J J J W Z ¢ ¢ ¢ ¢ ¢ m O_ ~z W co U) co U) co co co U) co U) co coJ w W w W w D p 0 m z z W W w w w w w w w Q a a a a a o 00 0 0 W z z_ z_ z_ z_ z_ z_ z � 0 J J J J J J Fn W > > > > > > w W m m I m m com o a V V V V M N N N N N N N N N N N 0 0 0 0 0 0 0 o W N 2!!N N N N N N Co co Co m ao co ao ¢ M N O O N O ` p I--LO LO M OO O � CV 0 0 0 0 0- o 0 ,34xER/, (3F WA.V& �T o G 4 r -O 37c:B �0/, 01 ST>;R�� aF�v �IONAL Ec July 31, 2024 U) N m Jo)C U �o,�T� 0 0 co oN ss � =3N4� < co>0� W Y>� U MLN > IZ 7 �Y Q_ LOCo U.) cl) NCIO H� J op W CD H �m W Z � ZO � O� Zc�� Z W -Uwc=n LU Q VYwW�� % LLI O f U) w cj)O C9$ — UQ N_3: a J L0 Z M J RESUB Aug 01 2024 A/ CITY OF EDM NDS LL W DEVELOPMENTS ICES DEPARTME L> jJJ a�c�o �w� W 3: N W w 0D=oo o �0 U)0o CD zz �WzS Q W O2� aH-cAo CD W 0=<CD zi dNU�LL QO �No¢ Qm0 WSW W W >Q 0 � J Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG.4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C5.12 1 A — EAR N 20 0 20 SCALE IN FEET 04 z Ooy 5 op%\,G , P� Opg6��e,� epPr- EAVE Y Y Y Y ONY L D_ D_ D_ D_ a D_ N 8B21'4Y E 11N40 (tOl5 M» OF UTILITY COORDINATION NOTES a.p . o • F- F- F- F- F- F- J J 0 < < < < < < 0 0 Y 1. PRIOR TO CONSTRUCTION, REVIEW ALL UTILITY, CONDUIT, AND PIPE SIZES, ELEVATIONS, CROSSINGS, AND U CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVATIONS AND CLEARANCES. Y Y Y Y Y Y ? D D_ D_ D_ D_ D_ D_ 1 OF LINE U U U U U U Z Z m 0.9'S FROM PROP COR E DRY U T L I T Y PLAN NOTES •.0.' :GT•'. "oF Q:::;:-: .:. ' 1. PRIOR TO CONSTRUCTION, REVIEW ALL UTILITY, CONDUIT, AND PIPE SIZES, ELEVATIONS, CROSSINGS, AND 00R CLEARANCES ON THE PROVIDED PROFILE SHEETS. FIELD VERIFY PIPE ELEVAl1ONS AND CLEARANCES. b ::> 2. DRY UTILITIES (POWER, TELEPHONE, CABLE, DATA, GAS, ETC.) SHALL BE PLACED WITH THE FOLLOIWNG CLEARANCES: °'•'•'• • NE MINIMUM OF 5-FEET CLEARANCE FROM CITY UTILITIES WITHIN THE RIGHT-OF-WAY; Z O Q MINIMUM OF 3-FEET CLEARANCE FROM WATER, STORM, AND SEWER ON PRIVATE PROPERTY; AND ©;: • : MINIMUM OF 1-FOOT VERTICAL SEPARATION IN ALL AREAS. CLF ..� o.Yw of •• -•• •••'-' PROP LINE i/) • .. • • ' ' ' 3. PRIOR TO COMMENCEMENT OF WORK ACT1V1TlES, COORDINATE ALL UTILITY WORK IMTH APPROPRIATE p REPRESENTATIVES OF UTILITY PURVEYORS, CONFIRM LOCATIONS, ALIGNMENTS, DEPTHS, AND CLEARANCES J J J J J W Z Q 1'J OF ALL DRY UTILITIES. Q PROP LI •••••'-'•• 0�.�( �eE� W LU W LU W D 0Z Z cE of IX X IX LWLL a 0.2'E of W W W W W W j� PROP LINE d d d d CL d W 0 (D 0W Z CIF Q c� Z_ Z_ Z_ Z_ Z_ Z_ Z 0.51E OF OOOOOO PROP LINE O P�°EVeA°boo m D m m m m L a 90 C4 COV COV COV O) CCD COV COV W 00 M oC aD oC CO oC < I M N O O N O 0 f NCE O O O O O O O 0.4E OF _ __� •li PROP LINE a .. ... I I CLI 1. D 1'w OF A R PWA ROP LINE O e• • - - • • - ��<C�� of sy � O JJ iJ :15. = 4 a is � 0 0 E SfONAL EN • :a': July 31, 2024 OF 0.ME N PROPP LINE a 0 � BULDING 'to FFE = 42a50 • ;14 a L C 0o Y �t < Y�� 8 CLF EN W (10 L i 0.11E OF 11 Q1. PROP LINE F`j LyL /1 0- O r 1 a :•>'• wl N c/) N Ia CE - - �- - .•• •!`.• 0.1•E OF QPFL�01° Fl�e'S < LLI CD CO \ o . '•�. •.. .• ••'. ROP LINE •57,� Oe� ELECTRIC POWER SERVICE POINT Mcoe LU z : O •/ a } : : OF CONNECTION O , Z ai O 0 M I•:: pw z LU ELECTRIC POWER W W U W r) a ODR SERVICE LINAL GNMENT E ..L_ UNE Q V w mow/ N z I I N W J= wU) �o REBAR/CAP U N O y!//f \ \ ,,,iiiii••. .b• LINE LL J LLB z PHASE 2: co J OFFICE BUILDING AND IMMEDIATELY ADJACENT PAVED SIDEWALK. AREA TO BE GRADED TO SUBGRADE ELEVATION, ROLLED TO FIRM, AND RESUB STABILIZED WITH CRUSHED ROCK. J EV CHARGERAug 01 2024 CITY OF EDM 'i • ••• J ELECTRIC POWER DEPADE ELOPMERNT S ICESTME I SERVICE POINT OF CONNEC11ON W o ZD a ;.. Q W z zO euLOINc O I I rn i jjjj� '~ 0-U)Qo - it 1: •'e1. L.1IL Of _ CD LL i � e J ilNCnLLLL OF 04 W I I I • • 1+ i ...... _ _ _•1 NCE COR U i ;� • �i 'POWER METER UNE I ] O O2E OF PROP []ME ME f ELECTRIC POWER TRANSFORMER OUND REBAR CAP — __ ON U ELECTRIC w......: NE SET REBAR /CAP-� ❑ POWER SERVICE ELECTRIC POWER ® TEM NO. 8 - POINT OF CONNECTION : �•: : :: LINE ALIGNMENT ; 10 • ELECTRICAL .8. '-E•'• -•�'• EASEMENT I 1111602170520 1.4T, 6 (PON)wtlOD CN) y •. PROP COR 4 SPEED LIMIT SIGNET '� r I eP�o UGC W V LID U C� PoM=41 IE(S� 121P1� W41&89' W APPRO7L LOCATION RECORDS (T1'P) qro 5 M"�� aa6 IE(E),2'CO,C-415i3 5---- SD E(S),27W0 1&W IE(Lwl) 1YOWP41&31' ;N W W - EX U, RIM=4,8.931 IE(N/iy 8'CCNC=409.43'(C.C.) SS HP OHP UcP UGP ---CB (TIFF 1) LANE I — W W W IPING W W W O (� IB CONp411.4J W------- Eft==-_--== E1d==---== SF1vL-------5 -------TiM-- ----- F►�------- E►a� SID SD SD SD SD SD SD — �(PUBUC RIGHT OF WAIF � - SS SS SS SS SS SS S'E(QItCOIC=VAS SS SS SS S SS — I4S) 8'OCNo-90S85 LANE STRIPING (� IE(W)1Y. I I IEW rM40- IS, APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 9/20/2024 BY: CITY ENGINEERING DIVISION pv Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. JURISDICTION FILE NO.: CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C6.00 i A N 20 0 20 SCALE IN FEET UGC UG QP9�V�o�� J,G epe`� a-� CLF IN7X 0.1'W OF PROP LINE •• 0.3'E OF PROP LINE CLF END 0.1'E OF PROP LINE VERTICAL CONCRETE BAWER CURB (TYP) 20 x 26D MIN. — DRIVEWAY AREA SITE LIGHT (TYP)- PROTECT AND PRESERVE- E)I(ISTING CITY OF EDMONDS SIGN TAPER SIDEWALK FROM FRONTAGE WIDTH TO EXISTING WIDTH. d Irrr . SITE IMPROVEMENTS PLAN NOTES 1. PRIOR TO CONSTRUCTION CONFIRM ALL SITE IMPROVEMENTS LAYOUT. 2. ALL WORK IN THE RIGHT-OF-WAY SHALL CONFORM TO CITY RIGHT-OF-WAY REQUIREMENTS. 3. THE CITY WILL DETERMINE APPROPRIATE SPECIES FOR STREET TREES. 4. CITY PARKS DEPARTMENT SHALL INSPECT ROOT BALLS OF STREET TREES PRIOR TO TREE PLANTING. COORDINATE WITH CITY PARKS DEPARTMENT - (425) 771-0230. 5. SITE MAILBOX SHALL BE LOCATED ONSITE AT OR WITHIN THE BUILDING. 6. DEPENDING ON THE EXTENT OF DISTURBANCE, UTILITY WORK PAVEMENT REPAIR PATCHES WITH LESS THAN RESTORATION LIMITS TO 20-FEET OF SEPARATION SHALL BE COMBINED, AND FULL ROAD WIDTH OR HALF ROAD WIDTH OVERLAY BE DETERMINED BY CITY SHALL BE COMPLETED. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY ENGINEERING SHALL EXTEND TO THE NEXT LANE LINE. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES INSPECTOR THEN A FULL WIDTH OVERLAY IS REQUIRED. 7. ALL STREET PAVEMENT MARKINGS DAMAGED OR REMOVED DUE TO THE PROJECT SHALL BE REPLACED 66 PER CURRENT CITY STANDARDS PRIOR TO PROJECT COMPLETION. 8. ALL SIDEWALK RAMPS SHALL COMPLY WITH CITY ADA SLOPE REQUIREMENTS. CONFIRM SLOPES PRIOR TO AND DURING CONSTRUCTION OF CONCRETE FORMWORK. 9. ALL CONCRETE SHALL BE TYPE 2, CLASS 4,000, AIR -ENTRAINED P.C.C. °1°-y'LQ�Oe CE -- 1 — ■. -, —�= TECONCRETE WALK ADJACENT PAVED SIDEWALK. AREA TO BE GRADED TO I`SUBGRADE ELEVI ROLLED TO FIRM, AND ILIZED WITH CRUSHED ROCK. __ _ - �■�! ! 11, NOE 0. VE PROP :DALA I• «I «• III �• 1 «• �� Mill III 1 «1 «•, « - `.�� ` I Y - mmm We r 1 w w w w- ThE END NEW CURB, GUTTER, AND _ - - - - - - - - SIDEWALK PER CITY STD — S — DETAILS TR-520 AND TR-531. I SS MGO�� CONCRETE RAMP 8 TAPER SIDEWALK FROM FRONTAGE 32( WIDTH TO EXISTING WIDTH TO THE EXTENT PRACTICABLE WITHOUT DISTURBING THE EXISTING ROCKERY. PRESERVE AND PROTECT EXISTING CITY SIGN DURING CONSTRUCTION — UGP UGP i —END NEW CURB, GUTTER, AND SIDEWALK PER CITY STD NEW TYPE I DRIVEWAY 1n°� W W - DETAILS TR-520 AND TR-531. APPROACH PER CITY - - NEW GRATE PER TREE Val]] L _ ,,�.- - - - - �- - - - - - - _ AND GRATE PER CITY STD - - - - NEW SxS ADA TREE RB STD DETAILS 1R-541. �� , DETAILS TR-551. J WELL AND GRATE PER SD _ — CITY STD DETAILS TR-551. — — SS SS S5 SS SS SS SSI ss APPROVED FOR CONSTRUCTION CITY OF EDMONDS U U U U U U U U Q J J Q Q Q Q Q Q O O U D_D_D_D_D_ILzz m U U U U U U z O_ J I— D_ 0 U m w J J J J J Q � W p Z O m m m m o F- m 0 J W W W tY W W tY W D 0 p z (n Z H H H H H H Q Q W a- C� W a- C7 W a- C� W mmmW< C� W C7 W C7 W T Q ? J J J J J J z m I m m m m m o a V V V V M N N N N O N C. N O N Co N O N CD N O N CDW N i`! 2!! i`! L\1 i\! C`1 C\1 00 00 Q M N O O N O p O Co O Co O 0 0 July 31, 2024 U) N m U J�c � 0 (o 0O (0 0)N 0 u)� UU1 >GD� 0- w�// Y > i U N_FN > 1/.•.�1- c � O Z3 LL _Y 07 Q Co N c/) N I— r-- J LLI CD 00 H �rn LU U Z 2zOO O pwU)z Lu W» >>wa Q V = W LU a= � U) Lu J= 0 E N O Q J z !;2 J co RESUB Aug 01 2024 J J CITY OF EDMC�{pS �f DEVELOPMENT S��CLgrVICES 01N DEPARTME LL I Lo o \ / O � OW=0000 W LUZ 0o �Q LU OZo ofcn04- J cf) CD W Z cl) >� a- ;Qo 0 U w d N C G J04 C Q W Q rn p Lo O of W N � O U )I IE Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. 1 JURISDICTION FILE NO.: 1 zm ENGINEERING DIVISION CEKO PROJECT NO.: SD SD SD SD SD DATE: APPROVED AS NOTED 22017.01 / 416-018 — — — - SHEET SS SS SS S SS_ 9/20/2024 BY: C7.00 cn CITY ENGINEERING DIVISION c*ono P pFzpp�Op�J P VERTICAL CONCRETE BARRIER CURB (TYP) 24'W x 20'D MIN. - DRIVEWAY AREA I SITE LIGHT (TYP)- PROTECT AND PRESERVE EXISTING CITY OF EDMONDS SIGN T LZZ TAPER SIDEWALK FROM FRONTAGE WIDTH TO EXISTING WIDTH. d d JI I L ULNCHMARK a a NW CRNR VAULT LID d ELEV.=418.90 a ®ISGC- - UGC a I NS me CONCRETE W" =OREM = �\ OREM FJLLIE.L �'�iJGt1' 1'J►li = BUILDING CONCRETE RMP ■ /� • �= . �� I I�t� to ❑ :�: :�-- ---• , �w III , �'11111111111 • �•• � •,, '1 •7' •� _- _- !, a• a r� �� FI 1•� In ��♦ �� 1 - �. 1 1 11 ••� 1 13 �� • III � III . •♦ O n •• li - ® : '-�' �■ ■■ �' ; 1 1 i SA FENCE COR ON LINE COR OF UNE -------ITEM NO. 8 - 10' ELECTRICAL EASEMENT PER AFN -FENCE EL101602170520 1.4'N OF PROP COR RAMP TAPER SIDEWALK FROM FRONTAGE WIDTH TO EXISTING WIDTH TO THE EXTENT PRACTICABLE WTHOUT DISTURBING THE EXISTING ROCKERY. TEL T 4 lJGr� a ° lJGP UGC UGP --UG .a •a UGCE ,MUG 605% GC• ° UGC UGC• ° UG' UGCP- • U ° �w W FO VLT 0 ACCES Z W FTIn mr7w ri IRm rl ITTLD AMn-- ---- — — — — — — --- SSFM----___SSFb�- s� Im d a a d- d C d d A p 3 d. . a. END NEW CURB, GUTTER, AND SIDEWALK PER CITY STD DETAILS TR-520 AND TR-531. a PRESERVE AND PROTECT EXISTING CITY SIGN DURING CONSTRUCTION UGP UGP-- UGP UGP UGP— 'NEW TYPE I DRIVEWAY APPROACH PER CITY STD DETAILS TR-541. NEW 3'x3' ADA TREE WELL AND GRAZE NEW 3'xS ADA TREE WELL AND GRATE PER CITY STD DETAILSTR-551. _____________________________ PER CITY STD DETAILSTR-551.-------------------------------------------------- - - - - -- -SSFM - _ —SSFM SSFM SSFM SSFM SSFM SSFM SSFM SS SSFM SSFM O a. d. d V d• d C. ,d v A. d a Q . 44 d . d a at a 8 d. U U U U U U U U Q J J Q Q Q Q Q Q O O D_aD_aD - azz m U U U U U U z O_ J I— o_ 0 U m W J J J J J Q �o W o7 z O cn cn cn cn cn F m > � W W W W W D 0 0 z 0 z H H H H H H Q Q W ❑_ C� w ❑_ C7 W ❑_ C� w mm C� W C7 w mI C7 j W < Q z J J J J J J z D D D W W m m m m m m o o_ V V 'I, V M N N N N O N O N O N O N O N O N O N O W N i`! C`I i`! C\I C\1 C`I C\I O Q M N O O N O 00 0 0 0 0 0 July 31, 2024 U) N m _j U c: 'O (0 C 1N �� U �>� 00 IZ Lu Y > i U N N > :3(0z0 �Co N c/) N H � J W CD H �rn LL wU1-0 2zOLW pwOz Lu Of 0 W»>jwa Q V Lu LU a= �U) 'J^= Vg N O Q J z co J RESUB Aug 01 2024 CITY OF EDMC�{pS DEVELOPMMENTS ICES DEPARTME O Lo d o 0cnn`r° z >wo W> CV cy) W LU J 0 o LU ofU)oo � ��- LF)o W � W � J i w 0-jQo U 2 0 11 .. LU _jNza ago O 5Lo w w G O U pv . v Know what's below. C .dG•• d d• C d�G .d a . o , v a• Call before you dig. d d •8: •d d d o ' a PROJECT LOCATION (S,T,R): n O u d A PORTION OF THE SOUTHWEST 1/4 18"MAP SEC. 20, TWP. 27N, RNG. 4E, W.M. MF-APPROVED FOR CONSTRUCTION d JURISDICTION FILE NO.: CITY OF EDMONDS BLD2022-1556 ENGINEERING DIVISION CEKO PROJECT NO.: 0 DATE: APPROVED AS NOTED 22017.01 / 416-018 10 0 10 SHEET 9/20/2024 SCALE IN FEET BY: (' CITY ENGINEERING DIVISION v7•01 CLF END 0.VE OF PROP LINE MATCH LINE P 6_1N6(3 vvc Q VERTICAL CONCREIE BARRIER CURB (TYP) 24'W x 20'D MIN: DRIVEWAY AREA I SITE LIGHT (TYP)- PROTECT AND PRESERVE EXISTING CITY OF EDMONDS SIGN TESL TAPER SIDEWALK FROM FRONTAGE WIDTH TO EXISTING NIDTH. ........... ..� A d SITE BENCHMARK a .Q NW CRNR VAULT LID d ELEV.=418.90Wa UGC I�GC1 UGC — — I i iir li IM �� — = � ICl// i II I■ • —_—_ —� .� IMI II ° •+ 10, — o summon _= - — � Ell I ■ IIa��1�11� e—T == j I «• I -- -- �� PHASE 2: OFFICE ADJACE T PAVED SIDEWALK. -_-_-_ BUILDINGAREA BE ••1 1 TO ROLLED TO FIRM, AND __-_---_SUBGRADE ELEVATION, STABILIZED WITH CRUSHED ROCK. .,. • _ WIN �� ❑ �1• r or rty 111111111 I • �. • ' ' •' «'' ' « • •u• 1�♦ III - • III , _ I • • • Ake=� �■iiii!!f�l�l■ ' • 1 • @ : ' . SIIDf� ■ «1 i —... is Is pIll - - i ■ - - �✓fir n 0 .J!i��1 ram_ FENCE G�01005 vvP 0.1'E OF ROP LINE Q1Qs�Q�OQ� .' COR OF LINE 9' FENCE COR ON LINE COR OF LINE ITEM NO. 8 - 10' ELECTRICAL EASEMENT PER AFN -FENCE E2101602170520 1.4'N OF PROP COR RAMP TAPER SIDEWALK FROM FRONTAGE WIDTH TO EXISTING WIDTH TO THE EXTENT PRACTICABLE WTHOUT DISTURBING THE EXISTING ROCKERY. /___ I-- v .-, PRESERVE AND PROTECT EXISTING CITY SIGN DURING CONSTRUCTION UGP UGP-- UGP UGP-- UGP a APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10 0 10 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION Y Y Y Y Y Y Y Y U U U U U U U U ¢ J J ¢ ¢ ¢ ¢ ¢ ¢ O O Z Z 00 U U U U U U Z O J 0 17: 0 U m W J ¢ H J ¢ H J ¢ J ¢ J ¢ � � (W,)W7 p Z O U cn m cn m cn m p J W � W o W W o W W o D 0 p z z W o_ 0 W o_ 0 W 0- 0 W o_ 0 W m 0 W o_ 0 w W T < ¢ z z z z z z z z D D D D W 0_' m m m m m m o o_ V V V V M N N N N O N O N O N O N O N O N O N O W N C`1 2!! C`1 C\I C\1 C`I C\I M ¢ M N O O N O p 0 0 0 0 0 o o July 31, 2024 U N mJ�c U }OWNCcO 0 U)(0 UU �>oo@ 0- W Y>- U NON > IY Co Z O V)co Lo(n N cn N ll J W CD 00 H �rn w U l Z 2zOO O W U) Z Lu Of 0 W» »wa Q W W 0- <5 = U) W O �' G7 U cti O J L z J co RESUB Aug 01 2024 CITY OF l S DE ELO MEN S CES DEPAl U) °w� i W N Z W rn 'co) LUCD OzCD �J ofcn0o cf) (Frn W Z J i Z a-CO<CD W U O=�CD �No¢ w J 5 ' O � Lo W W L 0 O — U 1! Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C7.02 N 89'21'47" E 104.40' (104.5' PLAT) U U U U U U U U Q FENCE 0.4'S OF PROP COR 'CLF ND 1 W OF LINE & 0.9'S FROM I PROP COR 6"E0 VG CLF 0.7'W OF PROP LINE CLF 0.1'W OF PROP LINE 10 I CLF 0 0.5'E OF 16" V PROP LINE 0 16"EVG 8"CED CLF INTX 0.1'W OF PROP LINE 9 "• o # .o ;FI � "p+#19."."."� 'NIA "8=FIR #14" + . l9:C 0+" > #2. + g" E " • +4'FI f" #1'3 " + 4» M,4 " "# . 1.6 . " 3 �"""+""'+""'+" " a0- '�MA�• #Lam �• #'C5 .�.�. "+8,F�IR• 4.31' "t Yt 10' 10' w < . . . . . + . "" + " VERTICAL CONCRETE + "24'FIR• " BARRIER CURB (TYP) "+e2 Q"ff ifC. 0 +� CIN CLF 0.3'E OF PROP LINE CLF END 0.1'E OF PROP LINE MATCH LINE NE 15.5'----J FENCE 0.2'E OF PROP LINE • IIIII "° ❑ Ili II .. • . I IFA i1 it �� _ __ _� _� I iii ii ■ 1'��♦�♦�♦�♦� II , � �� I iii II 'I !�♦♦♦♦♦♦♦♦ ill, =� �� —� �� I iII%�/ �I •♦ 10,I L �♦ ►I, ♦ OREM _ _ __ III /♦ - II m I �♦ ,I �_� �� _�_ I iiiii ii � �♦ LU mom II -= == == __ -IIIII � � �♦ ==LU i! prop CD- I i ,i►� == = == ,�rii III � �♦ _ == == =�= p p �i/ it �♦ ♦♦♦♦♦♦ • MINIMUMI�/% APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 10 0 10 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION YIY YIY YIY 2Iz mI o mm m mo U U U U U U z O_ J o_ U 0 m W J J J J J Q � W o Z O cn m m m cn F- m I] J W � W W W W W D 0 0 z 0 z QQ W a-5-a-a-a-a-w< 000(D(D(DWZ W W W W W T Q z J z J z J z J z J z J z Fn 2i W > > > > > > W W m m m m in m 0 o_ V V V T M N N N N O N O N O N O N O N O N O N O W N i`! C`I i`! C\I i\! N C\I Q M N O O N O t` 0 LO Co LO 0 M 0 OD 0- C. V o N 0 July 31, 2024 U) N m J�c U � o Wo 00 LLI c0 rN LLI = U)( U Lu Y>� U OLN > 7 � (0 O V) � Q Co Lo(1) N c/) N I— r-- J U) 0O w �� O W U Z 2zo0 Z W 0 Z Lu W�-jwa Q z of C)= WI WI a j Of Lu J= N O C) J z M J RESUB Aug 01 2024 CITY OF EDM S DEVELOPMENT S ICES LL DEPARTME 0 Lo � Z 0 I, W Z w=oo W Q LUOzp � a_ ofcn0o Jcl) ~(~Drn "00 iZ 0-U)<CD UCD W Of . . W LIL N o Q�z �Lr)� WLu w 0 0 U IE Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C7.03 - N 8n'47- E 104,40' (104,5 212TH S S 00 v HORIZONTAL CONTROL PLAN NOTES 1. HORIZONTAL CONTROL COORDINATES ARE BASED ON THE COORDINATE SYSTEM OF THE PROJECT SURVEY, PREPARED BY TERRANE, DATED JANUARY 21, 2022. 2. FIELD VERIFY ALL COORDINATES AND CONTROL POINTS PRIOR TO COMMENCING WORK. 3. BUILDING CORNER POINTS ARE APPROXIMATE. COORDINATE WTH BUILDING PLANS AND CONFIRM BUILDING DIMENSIONS AND BUILDING WALL THICKNESSES WITH ARCHITECTURE AND BUILDING PLANS. HORIZONTAL CONTROL PLAN DATA HORIZONTAL CONTROL TABLE POINT X Y DESCRIPTION 1001 5207.17 5068.81 SW PROPERTY CORNER 1002 5194.90 5430.48 NW PROPERTY CORNER 1003 5299.30 5431.64 NE PROPERTY CORNER 1004 5311.87 5069.97 SE PROPERTY CORNER 2001 5232.01 5039.08 INTX @ 212TH CENTERLINE 2002 5231.68 5069.08 DRIVEWAY CENTER @ ROW LINE 2003 5229.04 5145.09 DRIVEWAY CONTROL LINE 2004 5224.72 5269.50 DRIVEWAY CONTROL LINE 2005 5220.56 5388.95 DRIVEWAY CONTROL LINE @ 3001 5258.45 5109.74 SW EXTERIOR BLDG CORNER 3002 5256.46 5180.75 NW EXTERIOR BLDG CORNER 3003 5292.98 5181.90 NE EXTERIOR BLDG CORNER 3004 5295.30 5113.69 SE EXTERIOR BLDG CORNER 4001 5251.03 5230.22 SW EXTERIOR BLDG CORNER 4002 5247.63 5330.50 NW EXTERIOR BLDG CORNER 4003 5287.90 5331.82 NE EXTERIOR BLDG CORNER 4004 5291.30 5231.63 SE EXTERIOR BLDG CORNER LINE TABLE LINE # LENGTH DIRECTION L1 30.00' S 038'4" E L2 76.06' S 1'59'26" E L3 124.48' S 1'59'26" E L4 119.52' S 1'59'26" E APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 20 0 20 9/20/2024 SCALE IN FEET BY: CITY ENGINEERING DIVISION U U U U U U U U Q YIY YIY YIY 2Iz mI D D_D_o_D_o U U U U U U z O_ J Q D- �_ U 0 U m W J J J J J Q � � W o7 o Z O � m m m m cn F- m o z W W W W W W D 0 0 z 0 z Q a 4' w d C� tY w a C7 4' w d C� tY w m C� W' w m C7 tY w a C7 W w W Q z � J_ 0 J_ � J_ 0 J_ 0 J_ 0 J_ z � Fn J W 5 5 5 5 5 5 W W m m I m m m m o 0 V V V V C) N N N N c) N C. N O N Co N O N O N O N O W N N N N N N N N M M M aD M M 00 Q I- 0 � Co LO 0 M Co O 0 O V o N 0 July 31, 2024 U) N 000 m J�c U c: c) (0 0)N 0 U)� UU1 m 00 0- W Y>- U N_FN 7 � > Z3 O U) 07 Q Lr) co Lr) (1) N N H � J 07 0O W H �00 CF) LU U Z 2zOO O Z W 0 Z Lu Wj »wQ Q V ! W LL, 0 ajjDf U)�o W -.11 ¢ W cn O �' C7 U N 0 Q J EC) z M J J RESUB J Aug 01 2024 ry CITY OF EDM S wDEVELOPMENT S ICES DEPARTME O Ln O O Z W = 0 J 0 W a 00 LU0ZCD J ofcnO� O � rn �WZ� z dcjQo 0 O �NCQ J Q rn O Ln z W W 73 O N 0 r U O )I Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C7.04 FACE OF CURB 5 1 /2" 1 1/2" R. /—1 " R. TOP OF PAVEMENT I °< CEMENT CONCRETE VERTICAL CURB N.T.S. - EXCERPTED FROM WSDOT F-10.12-02 FACE OF CURB SEE CONTRACTION 6 1/2" JOINT FACE OF 5 1/2" 1" CURB ,F IT „ R. TOP OF PAVEMENT 1.4„ 16» 8 1 /4" k 1 " NOTE: EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) SIDEWALK CURB FACE N.T.S. - ADAPTED FROM WSDOT F-30.10-02 CEMENT CONCRETE PAVEMENT AND CURB NOTES: 1. ALL STANDARD CONCRETE SHALL BE CLASS 4000 AIR ENTRAINED PCC 2. ALL FINISH WORK SHALL BE SMOOTH AND UNIFORM. 6 1/2" 5 1 /2" 1 " 1/2" R. 1" R. MATCH "j ROADWAY SLOPE TOP OF C° 1/2" R. ROADWAY CID 1' - 6" CEMENT CONCRETE TRAFFIC CURB & GUTTER N.T.S. EXCERPTED FROM KCRS 3-002 STANDARD CONCRETE SIDEWALK 1 16 1/2" WIDTH VARIES Z /--1/2" R. (TYP.) :E 2% MAX �l r-ADJACENT PAVEMENT SEE CURB FACE DETAIL FACE OF CURB 6 1/2" VARIES FROM 6" TO 0" MAINTAIN 1H:6V VARIES SLOPE ON SIDE OF LEVEL 1" R. CURB MATCH ROADWAY 1/2" R. _ _ _ SLOPE TOP OF 1/2" R. ROADWAY O LL O w FLUSH WITH GUTTER 6" PAN AT SIDEWALK RAMP ENTRANCE DEPRESSED CURB SECTION (AT CURB RAMPS (/ 4� AND DRIVEWAYS) �C7.211 N.T.S. EXCERPTED FROM KCRS 3-002 STANDARD CEMENT CONCRETE SIDEWALK AND 8 STANDARD CONCRETE CURB - JOINTS AND FINISH 7.21i N.T.S. - ADAPTED FROM WSDOT F-30.10-02 z 1 /8" TO 1 /4" © CONTRACTION JOINT CONCRETE SIDEWALK 9 CONTRACTION JOINT 7.21 N.T.S. - EXCERPTED FROM WSDOT F-30.10-02 STANDARD CEMENT CONCRETE 28 5 (OR /8")POOSDT POST CAP TOPISLINKELVAGEABRIC, WALK AT RAISED CONCRETE KNUCKLED 5.80 LBS/FT VERTICAL CURB LINE POST TOP BRACE BAND RAIL END N.T.S. TOP RAIL RAIL TIE 1.66" (1 5/8") O.D. 2.27 LBS/FT STANDARD CONCRETE SIDEWALK 6 1/2" 2.375" (2 3/8") O.D. WIDTH VARIES —MAXIMUM LIP=1/4-INCH 3.65 LBS/FT CHAIN LINK FABRIC, LINE POST Ir-1 /2" R. (TYP.) z ADJACENT PAVEMENT 4' OR 6' 2" X 9GA VINYL COATED BLACK TENSION BAND 2% MAX 7 GA SPRING COIL TENSION WIRE BOTTOM SELVAGE � KNUCKLED n\x,.1 X1 X A X, �Iv24" STANDARD CEMENT CONCRETE WALK AT FLUSH CEMENT rW CONCRETE CURB �.21N.T.s. L__J n Y 7 APRON WIDTH 6 1/2" V h VARIES FA XI MUM LIP=1/4-INCH 1/2" R. (TYP.) zAJACENT PAVEMENT e 2% FLUSH STANDARD CONCRETE p APRON AT LOADING AREAS & 7 DUMPSTER ENCLOSURES N.T.S. L 1.66" (1 5/8") O.D. BOTTOM RAIL 2.27 LBS/FT TENSION BAR 10'-0" MAX SPACING TOP & BOTTOM FABRIC OPTIONS /^\ KNUCKLE 12 1 CHAIN LINK FENCE DETAILS 7.21% N.T.S. POST TIE Z io" PREMOLDED JOINT FILLER EO EXPANSION JOINT CONCRETE SIDEWALK 10 EXPANSION JOINT 7.21/ N.T.S. - EXCERPTED FROM WSDOT F-30.10-02 s 'I� CONCRETE POST FOOTINGS L--_J 30" I I I I I 42" I I I I I I I 12" L J I L — — — — 16" FENCE ELEVATION DETAIL NOTES 1. ALL FABRIC TO BE 9 GAUGE CORE, BONDED VINYL COATED, 8 GAUGE FINISH 2. ALL POSTS AND RAILS TO BE ALLIED SS40 OR APPROVED EQUAL 3. ALL POSTS AND RAILS TO BE POWDER COATED 4. ELIMINATE TENSION WIRE FOR 4' HIGH FENCE. ALL ELSE AS SHOWN. MINIMUM 3" CLASS 1/2" HMA (PG64-22) MINIMUM 4" COMPACTED CSBC (WSDOT 9-0.3.9(3)) COMPACTED SUBGRADE TO 95% M.D.D. (ASTM D1557) PARKING LOT & DRIVEWAY STANDARD ASPHALT PAVEMENT SECTION N.T.S. I1 't/ • I t� •.S1 •.iN!51 •�� t1•1 �.i� •.5� �.iN.S� •air t' • •�.i� �.5� �a�'.5� •.�i1 • t' • •'a�.5� •�'.5� ��1 �t' • • •.i�•� L COMPACTED SUBGRADE TO 95% M.D.D. (ASTM D1557) —4" MINIMUM COMPACTED CSBC (WSDOT 9-0.3.9(3)) 5" MINIMUM CLASS 4000 AIR -ENTRAINED PCC (SEE LA PLANS FOR SCORING AND PATTERNS) SIDEWALK & WALKWAY STANDARD CONCRETE PAVEMENT SECTION N.T.S. REFER TO CITY OF EDMONDS STANDARD DETAILS FOR IMPROVEMENTS WITHIN THE CITY RIGHT—OF—WAY MINIMUM 3" CLASS 1/2" HMA (PG64-22) MINIMUM 2" ATB MINIMUM 2" COMPACTED CSBC (WSDOT 9-0.3.9(3)) COMPACTED SUBGRADE TO 95% M.D.D. (ASTM D1557) PARKING LOT & DRIVEWAY ALTERNATE ASPHALT PAVEMENT SECTION N.T.S. 6X6-D2.9/D2.9 EPDXY COATED WELDED WIRE FABRIC, PROPERLY SUPPORTED TO BE CONSISTENTLY AND UNIFORMLY 3-INCHES BELOW FINSHED GRADE - MIN. 1-GRID OVERLAP COMPACTED SUBGRADE TO 95% M.D.D. (ASTM D1557) 6" MINIMUM COMPACTED CSBC (WSDOT 9-0.3.9(3)) 8" MINIMUM CLASS 4000 AIR -ENTRAINED PCC ON -GRADE LOADING & DUMPSTER AREAS CONCRETE & rl 6 APRON PAVEMENT SECTION 7.21i N.T.S. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED U U U U U U U U Q Q Q Q Q Q Q J 0 Q� J 0 [If U a U U a U U a U U z z m z J Q _O w U U) m W o J F J Q J ¢ F J Q J ¢ F J W Z O Q (� � ~ o w J w w w w w� p cn 10� I— D� := 10� I— 0,- := 10� I— 0 := z Q z Q :�E :�i 5E 5 5 5 3 w w w w w w a w a w a w w Q z_ Z_ Z_ Z_ Z_ Z_ z m 0 m 0 0 m- 0 J J > J > J > J > J > J > w m m m m m m o w V C'4 O V N O V CV O V N O M N O N N O N N O N N O W N M N CO CN N M O N co O N co N m N N CO O N W Q r1_ 0 LC) 0 LO 0 M 0 co 0 O V o N 0 �p11ERA 1vAsy n oi, 37218 �� .a�v 10NAL Erb ,Tuly 31, 2024 U) N o85 E 0� 0 JrOU CID �o0 W (6 CAN p �CO� W [if� � E4 �M� �� 0- Lu co cu �N j �(0::�, 0 U) �a Ln (a U LO Cn N cn N I— r— J Cn Q Q W �m wz�zp p 2 1.- LL z�oc� z Lu Wi LU .>>LUQ Q V= wwU� c/) Q-' U — O d �3: z M J RESUB Aug 01 2024 J CITY OF EDM S DEVELOPMENT S ICES DEPARTME W Ln CL o co OW U) co W _ c o 0LLJ LLI ppzo 0�U5oo ~� LU �wzco O cjQo 0 dNC/)LL J N 0 Q z Q CD 0 O W LU J O U Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG.4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET 9/20/2024 BY: CITY ENGINEERING DIVISION C7.21 6 1 /2" 2' MINIMUM SAWCUT R =1/2"� 5 1/2" I SEE NOTE 10 I I HMA DEPTH SHALL BE 4" FOR RESIDENTIAL ROADS R=1" AND 6" FOR ARTERIALS AND A COLLECTORS ° 0.05 FT/FT SEE NOTE 12 0 4 is a R-1/2 a _ 4 c 4 ° 2" OF 5/8" 18" STANDARD v 6" CSTC OR CSBC PER WSDOT MINUS CSTC SEE NOTE 11 STD SPEC 9-03.9(3) SEE NOTE 13 STANDARD TYPE "A" CURB/GUTTER NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET. 5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND GUTTER DETAIL TR-520. 12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA WHEN FULL ROAD RECONSTRUCTION IS REQUIRED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE CITY OF EDMONDS VERTICAL APRIL 2021 CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R- 5 2 0 FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE, ALL EXPOSED VERTICAL HMA CLASS 1/2- EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. ... .. ... .. .. EXISTING . HMA EXISTING MATERIAL\\/\\/\\ BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1, SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6, UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE TYPICAL HMA AND APRIL 2021 UTILITY PATCH STANDARD DETAIL APPROVED BY: R. ENGLISH G U - 41 0 pRDPI �rw OP4-, AY TpgiyslT/O K1DT fRly'Is R14t O 0 f� y OF DR1�fkA pROVfD B rVCTf pR1 0>) � pfR 41Nf FULL DEPTH I EXPANSION JOINT EXPANSION JOINT 12' SEE DRIVEWAY 24' RfS/D CURB 30, (2 �T11� TRANSITIONAL c 4/k.i11D DETAIL BELOW (cOtlMfRcggOf� DRIVEWAY APPROACH 1q�� CONCRETE CURB AND GUTTER, SEE / O \ COE STD DTL TR-520 6' TYP \ EXISTING PAVEMENT FULL DEPTH MAX 15' 1 /2" EXPANSION 2' MIN JOINT SAWCUT 7 8.3y, MAX I O DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. O3 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 4O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O CONCRETE SHALL BE CLASS 3000. O6 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB TRANSITION LENGTH SHALL BE 15-FEET. O MAINTAIN 1 /2" LIP AT GUTTER. O IF DRIVEWAY WIDTH EXCEEDS 15% INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH APRIL 2021 TYPE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R - 5 41 NOTES: 1. TREE GRATE SHALL BE URBAN ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE "S" OR EQUIVALENT. 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1/2" IN ONE DIRECTION. 3. HOLES (SQUARE OR ROUND), SHALL BE NO GREATER THAN 1/2" IN DIAMETER. 4. WITH ELONGATED OPENINGS, LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 5. ROOT BARRIER SHALL BE 24" DEEP AND SHALL BE MADE OF BIO-BARRIER TRIFLURALIN, AS ROOT CONTROL CHEMICAL OR APPROVED EQUAL. 6. BACKFILL SOIL FINAL GRADE SHALL NOT BE HIGHER THAN THE TREE ROOT FLARE. ROOT FLARE SHALL BE SET 3" BELOW THE TOP OF GRATE. DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) FINISH GRADE CONCRETE PAVEMENT NaT t3 -5/8'" 00 00 000� S 0 0o O Oho 0 0 +I -H DODO 0 0 00o O��p�� Doo /Z��0��a��oD°o0� Ooo��000��fITI M%liVOD0�o00 I ADA STANDARD TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT 24" DEPTH APPROVED ROOT BARRIER MATERIAL WRAPPED ENTIRELY AROUND SIDES OF PLANT PIT. SEE NOTE 5. r-3" SEE NOTE 6 COMPACT TT)GRADE TO5%(Y BACKFILL SOIL IF HARDPAN, NATIVE SOIL /�12" DEPTH LIGHTLY COMPACTED MUST BE SCARIFIED 3-WAY PLANTING SOIL REMOVE ROOT BALL WRAP OR WIRE BASKET CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TREE GRATE APPROVED BY: R. ENGLISH REVISION DATE APRIL 2019 STANDARD DETAIL TR-551 u� rn- In OW o� w� U� a� 0m U 6" MIN w z 0 N w a a 6" MIN SEE COE STD DTL CU-410 BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. `St. 18y" REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED y/7&c%�"9/20/2024 BY: CITY ENGINEERING DIVISION D-D- aaaaaa a U U U U U U U U ¢ J J Q Q Q Q Q Q O O U Y Y Y Y Y Y U U U U U U Z Z o0 Z O J ~ a U m w � p J ¢ J ¢ J ¢ J ¢ J ¢ W Z O (n H 0 J W W W W W D 0 z 0 z W Of W W W W W W a W a W a W a W a W a w Q c�c�c�c�c�c�az J > m J > m J > m J > m J > m J > m Fn W 0 W W a V N O V N O V N O V N O CO N O N N O N N O N N CD N 2!!N aD M N aD N aD N aD N (O N aD Q M N O O N O 0 I-- O LO O in O M O OD O O 0 N 0 o4xER� �F WAS �T o -O 37c:B )/ONAL Eti July 31, 2024 U) N 000 m Jo)� U 0 co VN LU C CoOY cIf =3 - 'ItU I >>0� 0- W Y3: U caLN > �co NCQ cn N I- I` J U) O W H- 00 WZ�0 0 : D Z(u) LL Z W LU - - u) LU Q VYWWU< a OfU)�o w O C9$ - UQ N_ a J L0 Z 0 ;>- M J RESUB J Aug 01 2024 CITY OF EDM NDS DEVELOPMENT S ICES DEPARTME W C)C Lo a�C) Q 0W j LU W3: Z2 WrnC) W Q 0 W Z 0 oo �WzS >� W - O� W�U)o Oi da)Qo 00H�Z � �= a�oQ W C� Qmo �� o W W J � O U � J Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG.4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET C7.22 2 _ _ 10' -1 _ 30' ( 10' I t RPM TYPE 2 � (TYP) YELLOW - CENTERLINE AND LANE LINE CENTERLINE WHITE- LANELI NE 2 I 10' I 30' I 10' I z RPM TYPE 2---,[:] 4� _f Fj (TYP) }} � YELLOW al �I NO -PASS LINE AND TWO-WAY LEFT -TURN CENTERLINE YELLOW z I 3 9 3 9 3 9 3 9 _ 3 Irm m m WHITE WIDE DOTTED LANE LINE I FOG LINE WHITE, SEE NOTE 1 40 40' �!-RPM TYPE 2 (TYP) YELLOW - a�} DOUBLE CENTERLINE 11 DOUBLE CENTERLINE AND DOUBLE LANE LINE YELLOW - DOUBLE s CENTERLINE tD WHITE NOTES: WIDE LANE LINE 1. FOG LINE SHALL BE WHITE ON THE RIGHT EDGE OF TRAVEL LANE. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO SECTION 8-22 PAVEMENT MARKING OF WSDOT/APWA STANDARD SPECS. STRIPES SHALL BE CONSTRUCTED WITH HIGH REFLECTIVE DOUBLE COAT WATER BORNE PAINT UNLESS OTHERWISE NOTED. 3. RPM COLOR SHALL MATCH TO COLOR OF MARKING WHICH IT IS SUPPLEMENTING. REVISION DATE CITY OF EDMONDS ROADWAY PAVEMENT JANUARY 2018 STRIPING FOR COLLECTOR PUBLIC WORKS AND ARTERIAL STREETS STANDARD DEPARTMENT I I DETAIL APPROVED PY R. ENGLISH T R - 5 61 R3-17 (24"x30") el'•L �Ii.0 R3-17b SEE BICYCLE LANE ENDS (12"x30") DETAIL BELOW 75' (TYP) 5' OR 6'(SEE NOTE 1 j S:.............e.. .......c....'6" WHITE FOG LINE............... 250' TO 500' (HIGH REFLECTIVE DOUBLE COAT SPACING TYP WATER BORNE PAINT I 100'-150' (TYP) 1300' (TYP) R3-17 BICYCLE LANE START/END TREATMENT (24"x30") iE AHE Ifff � — SEE NOTE 3 R3-17 FOR SPACING (24"x30") R3-17 (24"x30") 04 BIKE LANE 65' MIN 5' OR 6' F(SEE NOTE 1) 4 I C14 - �� 10 3 -4 R3-17 BICYCLE LANE DETAIL SIDE STREET TREATMENT -� (24"x30") NOTES: 1. BIKE LANE SYMBOLS SHALL BE HEAT FUSED LOW PROFILE PREFORM THERMOPLASTIC (90 MILS). 2. BIKE LANE WIDTH IS 5 FEET WITHOUT ON -STREET PARKING AND 6' WITH ON -STREET PARKING. 3. WHEN SIGN R3-17 IS USED, PAVEMENT MARKING SHALL BE INSTALLED ADJACENT TO R3-17. 4. R3-17 SIGN SHALL BE SPACED EVERY 1,300' (TYP), AND DOWNSTREAM OF PUBLIC SIDE STREETS 5. CATCH BASINS SHALL HAVE VANED GRATES WHEN LOCATED WITHIN BICYCLE LANE, CITY OF EDMONDS BICYCLE LANE PUBLIC WORKS CHANNELIZATION DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE SEPTEMBER 2019 STANDARD D ETA I L TR-565 �n I Ln 0 6'-2" 11'—I I -- DETAIL I FFT 3' - 4" %x /\ —1 1 , 1— DETAIL D STRAIGHT 6'-2" �S+ i N I � ao R Ln I Ln DETAIL RIGHT 3'-4" r \ h uu DETAIL E STRAIGHT/LEFT I M SAME DIMENSIONS AS DETAIL A ARROW 0I SAME DIMENSIONS AS DETAIL A ARROW D ETAI L TWO WAY LEFT TURN 7'-5" -1 3'-4" \6 a I (O � i� I M \ I `R=2'-4" 2' �I 1 DETAIL F STRAIGHT/RIGHT NOTE: 1. MATERIAL SHALL BE HEAT FUSED LOW PROFILE PREFORMED THERMOPLASTIC, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. REVISION DATE CITY OF EDMONDS PAVEMENT ARROW OCTOBER 2018 MARKINGS PUBLIC WORKS STANDARD DEPARTMENT I DETAIL APPROVED BY: R. ENGLISH T R— 5 6 6 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED y/7&c%�"9/20/2024 BY: CITY ENGINEERING DIVISION Y Y Y Y Y Y Y Y W U U U U U U U U Q Q Q Q Q Q Q J 0 Q� J 0 [If U a U U a U U a U U z z m z J _0 w U D o J < J J < J J < J W Z o < � ~ o w J m w cn w m w cn w m w� m p cn IY Ir IY 0,- IY cn z z W W W W W W d d d d d d w z_ Z_ Z_ Z_ Z_ Z_ z m m m m m m o W V C'4 0 V N 0 V CV 0 V N 0 M CV 0 CV N 0 cal N 0 N N o W co M co N m CID W Q I� 0 LC) 0 Lo 0 coCO 0 O V N o4HEk�, C of WAS �T o G -O 37c:B .)/ONAL Eti July 31, 2024 V) N o� E 0 0) 0 JrpU m � 0 0 0 (6�N0 Lu of C) U tnCO o mco Lu co N ccu �c>3�0 a U) Ln Cz U LC) Cn N cn N H r— J Cn M Q o W �00 Uj F 0 p 2—=)I— Z C/ Q CD Z W >>LuQ Q V wWU� a ao O� c/) F� CL U N 0 Q L" Z O M J RESUB Aug 01 2024 J CITY OF EDM NDS DEVELOPMENTS ICES DEPARTMEiff LU co 2 Ln 0- � cD a gwl_ z w=cam LLl Q oozp 2E >- Q �U) LLJ Q I-- �wzQ0 OLL W�� ) �p WC/)Qo O=�(D d N C/i L.L J N 0 Q /�=rr'� W V L 1_ 0 Lf) fi WW LU G J O U U Know what's below. Call before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RNG. 4E, W.M. JURISDICTION FILE NO.: BLD2022-1556 CEKO PROJECT NO.: 22017.011416-018 SHEET C7.23 212TH ST SW NEW BLUE RPM PER — — — — — STD DTL WA-100 — — FIRE PLAN NOTES 1. ALL FIRE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE AND THE REQUIREMENTS OF SOUTH COUNTY FIRE - FIRE PREVENTION STANDARDS I SOUTH COUNTY FIRE (SOUTHSNOFIRE.ORG). 2. THE PROPOSED STORMWATER DETENTION STRUCTURE AND ALL OTHER SITE IMPROVEMENTS IN DRIVEWAY AREAS SHALL BE COVERED WITH ASPHALT PAVEMENT OR AN APPROVED ALL-WEATHER EQUIVALENT WTH SUFFICIENT STRUCTURAL SECTION TO SUPPORT A GROSS VEHICLE WEIGHT OF 75,000 POUNDS AND 45,000 POUND POINT LOADS. 3. ALL FIRE LANE MARKINGS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SOUTH COUNTY FIRE. 0 z Y G= a a 0 z I ZQW J W S' I lL Z Y m � U J ¢ Q C) a o o V) 12" MIN W/ A 2" STROKE Fri PAI NTED �m STRIPING I O z O D A z O 20' MIN O O NOTES: 4" PERIMETER STRIPING (TO BE 6" OFFSET FROM CURB OR EDGE OF PAVEMENT 12" MIN NO PARKING z ANY TIME 00 FIRE LANE _/_ THIS DETAIL IS NOT APPLICABLE TO THIS PROJECT m a n I 00 VRREUMAR� OF SIGNS REQUIRES HAL APPROVAL O FIRE LANE MUST MEET ALL MINIMUM CITY OF EDMONDS DRIVEWAY/ACCESS STANDARDS AND SOUTH SNOHOMISH COUNTY REGIONAL FIRE AUTHORITY'S (SSCRFA) FIRE LANE STANDARD. O FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM WIDTH OF 20' UNLESS APPROVED BY THE FIRE MARSHAL O FIRE LANE TO BE ASPHALT OR APPROVED EQUIVALENT. O FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM VERTICAL CLEARANCE OF 13.5'. O FIRE LANE SHALL NOT HAVE A GRADE EXCEEDING 12% UNLESS APPROVED BY SSCRFA. O PAINTED STRIPING SHALL BE YELLOW IN COLOR. O REFER ALSO TO CITY OF EDMONDS AND SSCRFA FIRE LANE STANDARD FOR CIRCULATION AND TURN-AROUNDS. REV SION DATE CITY OF EDMONDS FIRE LANE SPECIFICATIONS JANUARY 2018 (MULTI -FAMILY AND PUBLIC WORKS COMMERCIAL) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH I T R— 5 6 7 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 9/20/2024 BY: U U U U U U U U Q J J Q Q Q Q Q Q O O YIY YIY YIY 2Iz mI D D_D_o_D_o U U U U U U z O_ J Q U m m W J H J < F_ J J J Q J� F- � W p Z O U Cn (n Cn (n Cn ~z m 0 W W W W W W D 0 p z 0 Z H H H H H H Q Q w a- w a w a- w m w mo w 0 w Of Q z J_ J_ J_ z Fn W > > D > D > w of m m m m m m o a V V V V M N N N N O N C. N O N Co N O N CD N O N O W N i`! 2!! i`! C\I i\! C`I C\I 00 M 00 a0 00 CO 00 Q M N O O N O p r� 0 � 0 LO 0 M Co M 0 O V 0 N 0 July 31, 2024 U) N 000 m _j C U c:OW=i cl (0 0)N 0 U)(0 UU >O@ a_ W Y > L0 U NON 7 � > (0 O CO 0 Q Lr) Co Lr) (1) N N H � J 07 co W H co LU U z 2zOO O O W U)z Lu W� »wQ Q V LU of U) W —j¢ w c)O N 0 Q J LO z � >- M J RESUB Aug 01 2024 CITY OF EDMC�{pS DEVELOPMENT S ICES DEPARTME J Lo H c) J Q 0w� W N w�ooc) w oozp ofo7Uo ' LF) C:> W z Q 0-cjQo J O a 0- 04 C6 LL W _j N o L1_ Q OO ILL �p W W O U )I Know what's below. Cal I before you dig. PROJECT LOCATION (S,T,R): A PORTION OF THE SOUTHWEST 1/4 SEC. 20, TWP. 27N, RING. 4E, W.M. 1 JURISDICTION FILE NO.: 1 CEKO PROJECT NO.: 22017.01 / 416-018 SHEET CITY ENGINEERING DIVISION /3, 030 #33 - / /32 'OH 6YN I +p OF Its a• 1? I 30T" �w TREE RETENTION and LANDSCAPE SET W w Ww W REE ROTECTIO TREE LEGEND O EXISTING OFFSITE TREE EXISTING TREE TO BE RETAINED. SEE LIST THIS SHEET FOR TREE NUMBER, SPECIES, CALIPER CRITICAL ROOT ZONE (1' RADIUS/1" CALIPER) EXISTING TREE TO BE REMOVED. SEE LIST y •rw THIS SHEET FOR TREE NUMBER, SPECIES, CALIPER n r' TREE PROTECTION FENCING. SEE DETAIL THIS SET TREE SUMMARY TOTAL SIGNIFICANT TREES: 77 SIGNIFICANT TREES TO BE REMOVED- 38 SIGNIFICANT TREES TO BE RETAINED: 39 HAZARD TREES: 11 50% OF SIGNIFICANT TREES TO BE RETAINED 39/77=50.6% 21 HEALTHY SIGNIFICANT TREES TO BE REMOVED 20 REPLACEMENT TREES TO BE PLANTED ON SITE SEE LANDSCAPE PLAN FOR REPLACEMENT TREE LOCATIONS Existing viable trees removed per DBH # of Replacement Trees Mitigation Goals 6"-10" DBH 1 x1 34 trees to be planted on the subject property 10.1" - 14" DBH 2 x2 14. 1" - 24" DBH 5 x3 >24" DBH 12 n/a not applicable per 23.10.060.G ,RITICAL ROOT ZONE OCATED AT DRIPLINE. ►HOWN OFFSET FOR RAWING CLARITY P P- -P P- ---IMIL TREE PLAN SUMMARY TABLE TREE ID DBH FTYPE (INCHES) CROWN CONDITON NOTES PROPOSED STATUS 1 FIR 20 35 40 35 FAIR RETAIN 2 FIR 24 POOR IVY, CO-DOM (3) RETAIN 3 FIR 22 FAIR IVY, CO-DOM RETAIN 4 FIR 18 35 FAIR IVY RETAIN 5 FIR 8 12 RETAIN 6 MAPLE 24 32 POOR CO-DOM, INCLUDED BARK, DECAY RETAIN 7 MADRONA 14 25 FAIR RETAIN 8 FIR 23 40 FAIR -GOOD LOPSIDED CROWN RETAIN 9 MAPLE 8 20 POOR MOSTLY DEAD RETAIN 10 FIR 8 20 POOR RETAIN 11 FIR 21 35 GOOD LOPSIDED CROWN RETAIN 42 F-IR 6 46 DIEAB DELETED 13 FIR 10 28 FAIR IVY, LOPSIDED CROWN RETAIN 14 FIR 20 32 FAIR IVY. LOPSIDED CROWN RETAIN 15 MADROINA 16 28 FAIR IVY, LEANING RETAIN 16 FIR 24 20 FAIR IVY RETAIN 17 CEDAR 12 28 FAIR LEANING. LOPSIDED CROWN RETAIN 18 CEDAR 19 38 FAIR CO-DOM RETAIN 19 DECEDUOUS 8 20 POOR RETAIN 20 MADRONA 8 20 POOR IVY. LEANING RETAIN 21 MADRONA 13 28 FAIR IVY. LEANING, DECAY POCKET AT BASE RETAIN 22 MADRONA 10 30 GOOD RETAIN 23 MADRONA 11 32 FAIR IVY SPARSE CANOPY RETAIN 24 FIR 30 45 GOOD IVY RETAIN 25 FIR 22 35 FAIR IVY RETAIN 26 MADRONA 45 60 FAIR CONSIDERABLE DIE -BACK, DECAY REMOVE N LEADER RETAIN 27 CHERRY 6 12 RETAIN 28 FIR 14 30 POOR LARGE DECAY POCKET AT BASE RETAIN 29 FIR 22 35 GOOD IVY RETAIN 30 FIR 18 20 FAIR LOPSIDED CANOPY RETAIN 31 CHERRY 6 18 RETAIN 32 CHERRY 8 20 POOR CRITCAL LEAN RETAIN 33 CHERRY 6 12 RETAIN 34 FIR 23 45 FAIR DECAY POCKETS RETAIN 35 FIR 26 40 FAIR DECAY AT BASE REMOVE 36 FIR 28 45 POOR CO-DOM, SIGNIFIGANT DECAY, HAZARD REMOVE 37 FIR 25 35 FAIR REMOVE 38 FIR 28 45 FAIR REMOVE 39 FIR 25 45 FAIR REMOVE 40 FIR 19 45 FAIR REMOVE 41 FIR 26 42 FAIR DECAY POCKET (M BASE, SAP REMOVE 42 FIR 24 43 GOOD EXPOSED BUTRESS ROOT REMOVE 43 FIR 28 45 FAIR DECAY @ BASE, SAP RUNNING REMOVE 44 FIR 18 40 GOOD RETAIN 45 PINE 10 20 FAIR RETAIN 46 MADRONA 6 12 FAIR RETAIN 47 FIR 18 30 POOR DECAY POCKETS, LOPSIDED CROWN. POOR. HAZARD REMOVE 48 FIR 13 28 POOR LOPSIDED CROWN, IVY, HAZARD REMOVE 49 FIR 18 36 FAIR DECAY POCKETS, IVY REMOVE 50 MADRONA 4 40 REMOVED FROM LIST BECAUSE IT IS SMALLER THAN 6" 51 FIR 12 20 POOR LOPSIDED CROWN, SAP, HAZARD REMOVE 52 FIR 24 36 POOR MAJOR SAP, DECAY, HAZARD REMOVE 53 FIR 16 32 FAIR IVY REMOVE 54 FIR 14 16 FAIR RETAIN 55 FIR 30 40 GOOD LOPSIDED CROWN, IVY REMOVE 56 FIR 14 24 GOOD IVY REMOVE 57 FIR 8 16 POOR IVY. HAZARD REMOVE 58 FIR 22 32 FAIR REMOVE 59 FIR 21 36 FAIR LOPSIDED CROWN RETAIN 60 un�r I V 5 42 DELETED cony. LIST IT is SMALLER ER ;4AAI a'• DELETED 61 FIR 36 48 GOOD REMOVE 62 FIR 12 24 FAIR REMOVE 63 FIR 9 24 FAIR REMOVE 64 FIR 14 28 POOR SAP REMOVE 65 FIR 30 40 GOOD CO-0OM, SAP SUCKERS, HALF DEAD, HAZARD REMOVE 66 BIRCH 8 20 POOR REMOVE 67 HAWTHORNE 12 20 GOOD RETAIN 68 DECEDUOUS 20 24 GOOD RETAIN 69 GYPRESS 6 42 9Fi CTef1 FROM LIST IT IS C1Ie I , en T14e01 c» DELETED 70 5 DELETED 71 EVERGREEN 20 24 POOR TOPPED. IN POWER LINES. HAZARD REMOVE 72 SPRUCE 13 24 POOR HAZARD REMOVE 73 ARBORVITAE 22 24 POOR TOPPED REMOVE 74 CYPRESS 20 20 POOR IVY HAZARD REMOVE 75 EVERGREEN -10 20 POOR DELETED FROM L4STBECAUSE 944HE-SAME TREE -AS 74 DELETED 76 ARBORVITAE 19 FAIR TOPPED REMOVE 77 ARBORVITAE 41 FAIR TOPPED REMOVE 78 ARBORVITAE 31 FAIR TOPPED REMOVE 79 ARBORVITAE 16 POOR TOPPED REMOVE 80 ARBORVITAE 29 POOR TOPPED REMOVE 81 ARBORVITAE 17 POOR TOPPED REMOVE 82 ARBORVITAE 24 POOR TOPPED, 1/2 DEAD. HAZARD REMOVE 83 ARBORVITAE 16 POOR TOPPED REMOVE 84 ARBORVITAE 47 POOR TOPPED REMOVE 0 20 NORTH 1 If = 201-011 40 80 SHEET SIZE 22" x 3411 cn V) ZZ In U� z O Z o � 0 U 0 U C/� d C)f U N Cr w a Lr w a Lil cl� o 0 L'i �nLn 0 L..J > w QfOf > w W M N � CV ao M o Z S Q STATE OF WASHINGT E S E LAN C C CT JE M. VA LEY CERTIFICATE No. 774 00 Ch t L � as 3 E • • CL Q q a1 CL UJ .8 J C O s J o J ao o — RESUB Z Aug 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z O :5 J OL Lu z W O w Z � L."00L W Lj W 0� W NW L.1 W � w r�/ U) N qr— JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 8.10.22 SCALE: AS SHOWN JURISDICTION: EDMONDS LiIiiiiiiii 1 SHEET 1 of 3 Pt�P � f I f fLffi1 , 1 1 l i 1 , P P�y00��oF-o,op 1 v , i UNDERGROUND STORMWA DETENTION. SEE CIVIL PP�p� o�JA��4 t, I (� w w P llllllll1lllllllllll, �.. I1 I, 11�' 111�.111,!I� 0 TREE RETENTION and LANDSCAPE SET FA �No 0 PROPOSED BUILDING � I I PROPOSED t r' BUILDING j 1 '1 rr � I 1, �a l ev 9:l•i ►yi \yjl ni LIA r• PM 1. PM �_- M3111112l11111l oot a oo� ac oo�Q HAND -REMOVE EXISTM NON-NATIVE WEEDY PLANT SPECIES. SEE TREE PROTECTION DETAIL THIS SET FOR GROUND (TREATMENT - EXISTING SIGNIFICANT TREE TO BE RETAINED, TYP. DO NOT CUT TREE ROOTS LARGER THAN 2" DIAMETER. ADJUST PLANT LOCATIONS TO AVOID CUTTING TREE ROOT SOL lie ON 119011 ON, wl - � TYPE III LANDSCAPE REQUIRED J -- -- �'--'r—' -11 M I •l :1:lrl:l•1111111J 011 •l 1•1TiI :4 -Bill. +�if+�li�`��:��+'t�i " :z•]1•I+y�•l+�r•]:�►�i1�1�= REPLACEMENT TREE PLANT SCHEDULE aor,NI<,L NAME COMMON NAME o,Y SIZE REMARKS TREES Thuja plicata 'Exclesa'* Pinus contorta contorta* Picea omorika Street tree. Species to be determined Gleditsia tri. inermis 'Shademaster' Magnolia grandiflora 'Little Gem' *Plants native to the Puget Sound area Western Red Cedar 11 6' hL Full and Matching Shore Pine 9 6' ht. Full and Matching Serbian Spruce 2 6' hL Full and Matching 3 1.75" cal. Full and Matching Honeylocust 4 1.5" cal. Full and Matching Evergreen Magnolia 5 6' ht. Full and Matching 34 PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS SHRUBS and GROUND COVER Miscanthus sinensis Maiden Graw 12 5 gallon Full and Matching Pennisetum slop. 'Hameln' Fountain Grass 19 2 gallon Full and Matching ® Euonymus fortunei 'Emerald n Gold' Euonymus 26 2 gallon Full and Matching ® Lavandula sp. Lavender 11 1 gallon Full and Matching Rhododendron 'Purple Splendour' Rhodle 13 5 gallon Full and Matching QA Thuja occidentalis'Smaragd' 'Emerald Green' Arb 10 4'-5' ht. Full and Matching sf Polystichum munitum Sword Fern 19 1 gallon Full and Matching MY MyriCa Califomica Pacific Wax Myrtle 2 5 gallon Full and Matching OG Mahonla aqulfollum Tall Oregon Grape 19 2 gallon Full and Matching Rc Ribes sanguineum Red Flowering Currant 7 2 gallon Full and Matching E Vaccinium ovatum Evergreen Huckleberry 17 2 gallon Full and Matching Bergenia sp.'Bressingham Ruby' Elephant Ear As req'd 1 gallon Plant 30" on -center Erica sp. 'Med. White' Heather As req'd 1 gallon Plant 30" on -center ::::•�•�•o:•�::: Gaultheria shallon Salal As req'd 1 gallon Plant 30" on -center All proposed plant material to be Irrigated by a permanent underground irrigation ALL IRRIGATION TO BE LOCATED ON PRIVATE system. Bidder -design by landscape contractor. Coordinate all work with owner. PROPERTY. STREET TREES IN CITY RIGHT-OF-WAY SHALL HAVE TREE GATORS. v - \ r r VIIIIIIIIIIIS MEN — oU M 0 NIB • _ �I r an r� � ,� �i 1 jw�'Al 1 - � SMW ri 111E � U • 212th STREET SW w W. W w w wW. w w w w w w w wow w CITY PARKS DEPARTMENT SHALL IN .� .. :44:10 : �:1L oaei:io oiii :,wmiIlk w W N ENGINEERING DIVISION APPROVED AS NOTED 9/20/2024 0 20 40 80 NORTH 1" = 20'-0" SHEET SIZE 22" x 34" Co ZZ U' z C)o ZM. oC)C) � U M 0 U d E U N af Lw a of w a Lw Q o 0 w 0 w W Cr W Of ova M � CM o Z N � Q STATE Or WASHINGT E S E LAN C C CT JE M. VA LEY CERTIFICATE No. 774 O ...• O0 11 L � 0 o • • CL CL 4 . (a 0 CL Uj O W J C Q � J � A& ao _ • ~ RESUB w Aug 01 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 J Z Q \W a- W 0 w � W U W � W z U/ N N JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 8.10.22 SCALE: AS SHOWN JURISDICTION: EDMONDS L-2 SHEET 2 of 3 MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE • , �� PREP EI • PLANTING •` BED / NOTE: 7 9 REMOVE CONTAINER & WORK ROOTS C FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING LESS THAN 1 GAL ( PLANTED BEFORE MULCH ) 1 GAL CONTAINER and LA A)ER ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER Q AS NOTED ON PLANT LIST' C BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE PLANTER AS NOTED D ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. DO NOT DAMAGE LEADER DURING INSTALLATION (2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO 112 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. �►1�' Z BAEE PERIMETER ROOTS FROM NURSERY 4w :2 EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL O \ \\ SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN —LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING z LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10"all _Lllrry FINISH GRADE— PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18 1.OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE TREE RETENTION and LANDSCAPE SET LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH ADEQUATE DRAINAGE. ALL NEW LANDSCAPE AREAS SHALL INCORPORATE SOIL AMENDMENTS AS FOLLOWS: THE UPPERMOST TWELVE (12) INCHES OF SOIL SHALL BE TILLED AND TWO (2) INCHES OF COMPOSTED MATERIAL SHALL BE FULLY INCORPORATED INTO THE TILLED SOIL; OR TO SPECIFICATIONS AS OTHERWISE PROVIDED IN THE STORMWATER MANAGEMENT MANUAL OF WESTERN WASHINGTON, DEPARTMENT OF ECOLOGY, DATED AUGUST 2012, OR AS SUBSEQUENTLY AMENDED. COMPACTION OF LANDSCAPING AREAS FROM VEHICLES AND HEAVY EQUIPMENT SHALL BE AVOIDED AFTER TILLING. 8. ALL BEDS TO RECEIVE A MINIMUM DEPTH OF 3" OF MEDIUM BARK MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 2" MULCH LAYER ;PECIFIED AT AXIMUM AINIMUM JBGRADE 1" MAX. LAWN CONDITION SIDEWALK MULCH COrDITION (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD MULCH FROM STEM MULCH LAYER 4" SAUCER FOR WATERING BACKFILL. SEE SOIL SPECIFICATIONS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ' ROOT GROWTH HORMONE g 3x THE ROOTBALL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32- 16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL, ROUGHEN ALL SURFACES OF PIT, SHRUB PLANTING DETAIL NOT TO SCALE \\.�RANGE FENCE 2"x4"6" CEDAR TRIM PIECE #I2 x 3" FLT. HD. 5GREW5 METAL WIRING ATTACHED TO METAL P05T WOULD BE SUFFICIENT ALTERNATIVE DETAIL NOTES: . TREE GRATE HALL BE URBAN ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE "S" OR EQUIVALENT. 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1 /2" IN ONE DIRECTION. 3. HOLES (SQUARE OR ROUND), SHALL BE NO GREAT_ .THAN 1/2" IN DIAMETER, 4. WITH ELONGATED OPENINGS. LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 5. ROOT BARRIER SHALL BE 24" DEEP AND SHALL BE MADE OF BIO—BARRIER TRIFLURALIN, AS ROOT` CONTROL CHEMICAL OR APPROVED EQUAL 6. BACKFILL SOIL FINAL GRADE SHALL NOT BE HIGHER THAN THE TREE ROOT FLARE. ROOT -HARE SHALL BEI SET 3" BELOW THE TOP OF GRATE. 03 Ln s . � I Fn rn -H +1 izuUU= fn t3'-5/8" t3'-1 /8" • FINISH GRADE CONCRETE DECIDUOUS TREE PLANTING PAVEMENT TREE GUARD (OPTIONAL) i 24" DEPTH APPROVED ROOT BARRI[ MATERIAL WRAPPED ENTIRELY AROU'• SIDES OF PLANT PIT. 'FINISH NOTE 5. GRADE -_- — - CONCRETE PAVEMENT '"r-3• SEE NOTE 6 It N COMPACT SUBGRADE TO 95%_,,") BACKFILL SOIL IF HARDPAN, NATIVE SOIL �� '��:�. ,..,.BALL 12" DEPTH UG � COMPACTED MUST BE SCARIFIED 3-WAY PLANTINGjSOIL REMOVE ROOT WRAP OR WIRE BASKET REVISION DATL CITt OF EDMONDS APRIL 2019 TREE GRATE PUBLIC WORK STANDARD DEPARTMENT DETAIL Sot FOVED BY: R. ENGLISH T R - 5 51 P05T P05T 10'-0" 1 ENGINEERING DIVISION APPROVED AS NOTED e l"Y��yyv--6%912012024 TREE PRESERVATION NOTES 1. THE CRITICAL ROOT ZONE OF PROTECTED TREES SHALL BE MARKED PRIOR TO CLEARING AND GRADING ACTIVITIES. 2. 3" OF COMPOSTED WOODCHIPS SHALL BE PLACED WITHIN THE FENCED AREAS OF ALL RETAINED TREES. 3. TREE PROTECTION FENCING SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FENCING SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH MIN. 6" OVERLAP, AND SECURELY FASTEN BOTH ENDS TO THE POST. 4. THE TREE PROTECTION FENCE SHALL BE INSTALLED AND MAINTAINED AT THE LARGEMENT CRITICAL ROOT ZONE FOR ALL PROTECTED TREES. FENCING SHALL COMPLETELY SURROUND THE REQUIRED TREE PROTECTION AREA. FENCING SHALL REMAIN IN PLACE UNTIL THE GOVERNING JURISDICTION AUTHORIZES THE REMOVAL OR ISSUES A FINAL CERTIFICATE OF OCCUPANCY, WHICHEVER OCCURS FIRST. 5. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 6. NO STORAGE OF MATERIALS OR EQUIPMENT WITHIN THE CRITICAL ROOT ZONE IS ALLOWED. DURING DEVELOPMENT, NO PERSON SHALL ATTACH ANY OBJECT TO ANY DESIGNATED FOR PROTECTION. 7. REPLACE/REPAIR PROTECTIVE FENCING AS REQUIRED. EXT6 GRADE 8. GRADE SHALL NOT BE FILLED OR CUT WITHIN THE CRITICAL ROOT ZONE OF ANY TREE DESIGNATED TO REMAIN WITHOUT PRIOR REVIEW BY THE GOVERNING JURISDICTION'S QUALIFIED TREE PROTECTION PROFESSIONAL AND ADVANCE WRITTEN APPROVAL FROM THE DIRECTOR. IN CIRCUMSTANCES WHERE GRADING IS TO OCCUR, IT IS RECOMMENDED THAT CERTIFIED ARBORIST BE PRESENT AT THE TIME THAT GRADING OCCURS. 9. TO THE GREATEST EXTENT (PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED COMPACTED OR OUTSIDE OF THE ROOT PROTECTION ZONE OF TREES TO BE RETAINED. BORING OR EXI5TINC7 50565RADE TUNNELING WITHIN THE PROTECTED ARE MAY BE CONSIDERED AN ALTERNATIVE, BUT SHALL REQUIRED THE ADVANCE, WRITTEN APPROVAL OF THE DIRECTOR. 10. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. TREE PROTECTION DETAIL NOT TO SCALE cn Cn Z V) Z L-) z Z 0 0 0 d C= U N Cr w a Lr w a LEI o 0 L,..w �L) 0 w V) w cr w DO! w o M N 00 d N a� 0 M z a s STATE OF WASHINGT LANECT WM�.V CERTIFICATE No. 774 0 c" t L � s E • • CL CL !Z W 0 ca W E LU `� 3 3 t Q O d �> 0_ a) ~ RESUB w Aug 01 2024 CITY EDMONDS DEVELOPMENT SERVICES 0)RTMENT - oLLJ J Q W W 0 0 LLJ a_ LW / L.L Q U W Cn 0 LW/ L.L z V ) -i N 7— N JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 8.10.22 SCALE: AS SHOWN JURISDICTION: EDMONDS L�3 SHEET 3of3 1 A t L 91 jx A A�e� c �l'd11+Lt1 — WrM -41111111 •_` Woppl--- 41" '-- - 7 4A" WORK ONE LANE f D WORKROAD AHEAD AHEAD y Ste_ 48" 4e" / i • . -' W20-1 W20-4 ,0 r 1. North side of 212th: Pedestrian Detour set up at intersection of 212th & 72nd Ave W, and 212th & 76th Ave W, directing pedestrians to southern sidewalk at nearest crosswalks 2. Utilize UPOs as nessecary at the intersection of 212th St SW & 76th depending on traffic volumes and proximity to intersection. RT R9-9 24' x 12• SIDEWALK CLOSED J Y 48" l 48" W20-]A �p O \\4e• t ENGINEERING DIVISION APPROVED AS NOTED �-i2— G'"9/20/2024 SIG SPACING, TAPER LENGTHS, ETC. NEXT SHEET. f � J WORK AREA 4k GLACIER ENVIRONMENTAL SERVICES as f'qA R9-9 24" x 12" BIW SIDE 7� CLOS D <e'. BE PREPARED TO STOP 8" r4 Pedestrian Detour at 72nd Ave W 40" ONE LANE fl0A0 NOAO WORK ANEAO pHEpO 48" 08" 40" W2N-7A W28-4 W20-1 _i —W :i.fV TRAFFIC CONTROL PLAN 1 WAY TRAFFIC WITH FLAGGERS 7509 212TH ST SW EDMONDS, WA 98026 BLD2022-1556 RESU Sep 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PAGE 1 of 2 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 5= 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED LEGEND IQ TEMPORARY SIGN LOCATION AHEAD CHANNELIZING DEVICES C(� SEQUENTIAL ARROW SIGN W20-51- TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN 0 TEMPORARY SIGN LOCATION (5'MOUNTING HEIGHT) SIGN SPACING = X (1) RURAL HIGHWAYS 60 /65 MPH 800'1 RURAL ROADS 45/55 MPH 500'1 RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'f RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200'1 (2) URBAN STREETS 25 MPH OR LESS 100'1 (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LANE SHIFT -THREE LANE ROADWAY NOT TO SCALE MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH 0e0 25 30 35 40 45 50 55 1 60 1 65 1 70 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 - 48" ROAD WORK AHEAD 48" W20-1 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/60 40 80 35/45 30 60 25130 1 20 40 PCMS #1 1 2 LEFT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. PCMS #2 1 2 LANE 1 MILE SHIFTS AHEAD LEFT 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. )R WORK HOUR RESTRICTIONS. 2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3. RECOMMENDED EXTENDING DEVICE TAPER (1-/3) ACROSS SHOULDER. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. TIME 2:34:58 PM RE.'MN sT"TE FED AID PROJ.NO. a. a... DATE 1/2/2018 � PLOTTED By Ilddelf WAS i TC12 DESIGNED BY roe •.Mean ENTERED BY Washington State .n CHECKED By Department of Transportation o. PROJ. ENGR. ATE SATE TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE BY RESUB Jun 25 2024 III IF IDIINDI PAGE 2 of 2 DEVEL0FME ERVICES DEPNRTMENT