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APPROVED FIR PLN BLD ENG STM RESUB 2-BLD2024-0804+Civil_Plan+8.23.2024_3.18.36_PM+4460027A I f- r, C r- u v I z 0 0 N N x 0 0 (� co o❑ zW Q J J J J >> LL �I C/) ❑z za Ow 2iN ❑C0 w� �Iw �, W w� az ❑Z _o c� M 0 �o z aZ ow � cD D �a ❑U z❑ oz �o w❑ W w cD Z ❑ IY CDY M d Z wW N CO U W w o= U) N O N � N N � O N O O N N M N w � �W U � ?a �w )U) °�C� o wo 0 ❑ N LL]Qo x U)Q> Z U N [� 5-:z LLI m �Ww 7 > zo❑ LU _j 0o ❑U� U _3 Q CONSTRUCTION SEQUENCE NOTES 1 1. SCHEDULE A PRE -CONSTRUCTION MEETING THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV 2 DAYS IN ADVANCE OF DATE REQUESTED. 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 CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION 2 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. 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 EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE PER CITY OF EDMONDS STANDARD DETAIL S D-642. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE 3 STABILIZATION AND APPROVAL BY CITY INSPECTOR. Wketti indincg 1 orth Al 310 DALEY STREET FILL/GRADE PROJECT f{ iF LOCATIOt Ire ° �'•° i ��• +l i rr r� Abe; ark,i f 1 f` rf f r r e, I� it I � � I GLEN 5 432 % .X I � I I I I y :F r T 1 i JbT 304 fs -- SPa PlIwIllield f J F f� � i•� �� f. VICINITY MAP 0. NTS GENERAL NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE 8. CONTRACTOR SHALL LOCATE AND PROTECT 20. CONTRACTOR SHALL OBTAIN AND PAY FOR 30. COORDINATE AND ARRANGE FOR ALL UTILITY 4 PLANS SHALL CONFORM TO THE CITY OF ALL UTILITIES DURING CONSTRUCTION AND ALL PERMITS REQUIRED FOR INSTALLATION OF CONNECTIONS, UTILITY RELOCATIONS AND/OR EDMONDS STANDARD PLANS AND DETAILS, SHALL CONTACT THE UNDERGROUND ALL SITE IMPROVEMENTS INDICATED ON SERVICE INTERRUPTIONS WITH THE AFFECTED THE FOLLOWING SPECIFICATIONS AND CODES, UTILITIES. LOCATION SERVICE (1-800-424-5555) THESE DRAWINGS. OWNERS AND APPROPRIATE UTILITY AND ALL OTHER APPLICABLE LOCAL AT LEAST 48 HOURS PRIOR TO 21. A SEPARATE IRRIGATION PERMIT MUST BE COMPANIES. CONNECTIONS TO EXISTING MUNICIPAL, STATE, AND FEDERAL CODES, CONSTRUCTION. OBTAINED FROM THE CITY PUBLIC WORKS UTILITIES SHALL BE MADE ONLY WITH RULES AND REGULATIONS: 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS DEPARTMENT. PRIOR TO FINAL ADVANCE WRITTEN APPROVAL OF THE - CURRENT INTERNATIONAL BUILDING AND DIMENSIONS AT THE PROJECT SITE CONSTRUCTION ACCEPTANCE, PROVIDE TO AUTHORITIES GOVERNING SAID UTILITIES. 0. CODE(IBC) BEFORE STARTING WORK AND SHALL NOTIFY THE CITY WATER QUALITY TECHNICIAN, A 31. ALL UTILITIES SHALL BE PLACED - CURRENT WSDOT/APWA STANDARD OWNER'S REPRESENTATIVE OF ANY COPY OF THE BACKFLOW TEST REPORT. TEST UNDERGROUND. SPECIFICATIONS FOR ROAD, BRIDGE AND DISCREPANCIES. REPORTS CAN BE FAXED TO 425-744-6057 OR 32. EXISTING UTILITY LINES IN SERVICE WHICH MUNICIPAL CONSTRUCTION 10. PIPE LENGTHS WHERE SHOWN ARE EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. ARE DAMAGED DUE TO CONSTRUCTION WORK - WASHINGTON STATE DEPARTMENT OF APPROXIMATE AND MAY CHANGE DUE TO BACKFLOW TESTING SHALL BE COMPLETED BY SHALL BE REPAIRED AT CONTRACTOR'S ECOLOGY STORMWATER MANAGEMENT FIELD CONDITIONS. THE OWNER ANNUALLY THEREAFTER. EXPENSE AND INSPECTED AND ACCEPTED BY MANUAL FOR THE PUGET SOUND BASIN (2019 11. CONTRACTOR SHALL OBTAIN A COPY OF THE 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED CITY OF EDMONDS AND OWNER'S EDITION). GEOTECHNICAL REPORT (WHERE APPLICABLE) AREAS ON AND OFF SITE SHALL BE RETURNED REPRESENTATIVE PRIOR TO BACKFILLING. 5 2. STANDARD PLAN AND TYPE NUMBERS AND SHALL THOROUGHLY FAMILIARIZE TO THE EQUIVALENT OF THEIR 33. NEW UTILITY LOCATIONS ARE GENERALLY INDICATED ON THESE DRAWINGS REFER TO HIMSELF WITH THE CONTENTS THEREOF. ALL PRECONSTRUCTION CONDITION IN SHOWN BY DIMENSION, WHERE NO CITY OF EDMONDS STANDARD DETAILS, SITE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPROPRIATE DIMENSIONS ARE INDICATED, LOCATIONS MAY UNLESS NOTED OTHERWISE. COMPLIANCE WITH THE RECOMMENDATIONS REQUIREMENTS AND STANDARDS. BE SCALED FROM DRAWINGS. FIELD 3. A COPY OF THESE APPROVED PLANS MUST BE OF THIS REPORT. 23. ALL DISTURBED SOIL AREAS SHALL BE ADJUSTMENTS SHALL BE APPROVED BY ON THE JOBSITE WHENEVER CONSTRUCTION 12. STRUCTURAL FILL MATERIAL AND PLACEMENT COMPOST AMENDED AND SEEDED OR OWNER'S REPRESENTATIVE AND CITY. IS IN PROGRESS. SHALL CONFORM TO THE RECOMMENDATIONS STABILIZED BY OTHER ACCEPTABLE METHODS 34. FIELD STAKE ALL UTILITY STUBS AT THE 0. 4. DEVIATIONS FROM THESE PLANS MUST BE OF THE PROJECT GEOTECHNICAL REPORT. FOR THE PREVENTION OF ON -SITE EROSION PROPERTY LINE. APPROVED BY THE ENGINEER OF RECORD AND 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN AFTER THE COMPLETION OF CONSTRUCTION. 35. TRENCH BACKFILL OF UTILITIES LOCATED THE LOCAL GOVERNING AUTHORITY. GARDENS, INFILTRATION OR PERVIOUS SEE EROSION CONTROL PLANS FOR SPECIFIC WITHIN THE CITY RIGHT-OF-WAY SHALL BE 5. CONTRACTOR SHALL RECORD ALL APPROVED PAVEMENT IS TO BE PLACED SHALL BE GRADING AND EROSION CONTROL COMPACTED TO 95%. COMPACTION TEST DEVIATIONS FROM THESE PLANS ON A SET OF DELINEATED AND PROTECTED AT ALL TIMES REQUIREMENTS. REPORTS SHALL BE PROVIDED TO THE CITY "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE FROM COMPACTIVE ACTIVITIES (I.E. HEAVY 24. THE CONTRACTOR SHALL KEEP OFF -SITE PRIOR TO PAVING. ALL AS -BUILT CONDITIONS ON ONE SET OF EQUIPMENT, STOCKPILING). STREETS CLEAN AT ALL TIMES BY SWEEPING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO 14. MANHOLES, CATCH BASINS, UTILITIES AND WASHING OF THESE STREETS WILL NOT BE NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM 5 THE OWNER PRIOR PROJECT COMPLETION PAVEMENT SHALL BEAR ON MEDIUM DENSE TO ALLOWED WITHOUT PRIOR APPROVAL. 200 FOAM AS A CUSHION BETWEEN THE AND ACCEPTANCE. A SET OF AS -BUILT VERY DENSE NATIVE SOIL OR COMPACTED 25. THIS PROJECT IS NOT A BALANCED UTILITIES. DRAWINGS SHALL BE SUBMITTED TO THE CITY STRUCTURAL FILL. IF SOIL IS DISTURBED, EARTHWORK PROJECT. BOTH EXPORT AND 37. SEE MECHANICAL DRAWINGS (WHERE OF EDMONDS PRIOR TO FINAL APPROVAL OF SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IMPORT OF SOIL AND ROCK MATERIALS ARE APPLICABLE) FOR CONTINUATION OF SITE THE BUILDING OCCUPANCY/FINAL PROJECT IS PRESENT AT SUBGRADE ELEVATION, REQUIRED. UTILITIES WITHIN THE BUILDING. APPROVAL. REMOVE AND REPLACE WITH COMPACTED 26. SLOPE OF FINISHED GRADE SHALL BE 38. SEE ELECTRICAL DRAWINGS (WHERE 6. ELEVATIONS SHOWN ARE IN FEET. SEE STRUCTURAL FILL PER GEOTECHNICAL CONSTANT BETWEEN FINISHED CONTOURS OR APPLICABLE) FOR EXTERIOR ELECTRICAL 0. SURVEY FOR BENCHMARK INFORMATION. REPORT. SPOT ELEVATIONS SHOWN. WORK. 7. THE LOCATIONS OF EXISTING UTILITIES AND 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS 27. FINISHED GRADE SHALL SLOPE AWAY FROM 39. SEE LANDSCAPE DRAWINGS (WHERE SITE FEATURES SHOWN HEREON HAVE BEEN FOR DIMENSIONS AND LOCATIONS OF BUILDING WALLS AT MINIMUM 5% SLOPE FOR A APPLICABLE) FOR SITE IRRIGATION SYSTEM. FURNISHED BY OTHERS BY FIELD SURVEY OR BUILDINGS, LANDSCAPED AREAS AND OTHER MINIMUM DISTANCE OF 10 FEET. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS OBTAINED FROM AVAILABLE RECORDS AND PROPOSED OR EXISTING SITE FEATURES. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE PROVIDED TO CITY ENGINEERING SHOULD THEREFORE BE CONSIDERED 16. SEE ARCHITECTURAL DRAWINGS FOR AND SHALL INSTALL AND MAINTAIN SHORING DIVISION FOR APPROVAL PRIOR TO APPROXIMATE ONLY AND NOT NECESSARILY PERIMETER FOUNDATION DRAINS. AND BRACING AS NECESSARY TO PROTECT INSTALLATION. CONTACTS: OWNER: HBRE INVESTMENTS 1951 3RD AVE W SEATTLE, WA 98119 ATTN: AUGIE BUKOWSKI ENGINEER: DAVIDO CONSULTING GROUP, INC. 9706 4TH AVE NE, SUITE 300 SEATTLE, WA 98115 PHONE (206) 523-0024 ATTN: NICK ALEXANDER, P.E. SURVEYOR: CHADWICK & WINTERS 1422 N.W. 85TH ST. SEATTLE, WA 98117 PHONE (206) 297-0996 ARCHITECT: CITIZEN DESIGN 10 DRAVUS ST. SEATTLE, WA 98109 ATTN: CRAIG PONTIUS SHEET INDEX SHEET DESCRIPTION C01 COVER SHEET CO2 TESC & DEMO PLAN CO3 GRADING PLAN C04 PERMANENT STORM WATER CONTROL PLAN C05 COMPOSITE UTILITY PLAN C06 FRONTAGE IMPROVEMENT PLAN C07 DETAILS C08 DETAILS C09 DETAILS C10 DETAILS C11 PUMP STATION DETAILS V1.0 STORM VAULT DETAILS City Of Edmonds I Building Department Work FILL GRADE CIVIL WORK FOR TOWN HOMES Address 306 DALEY ST Owner BUKOWSKI Approved Date 9/11 /2024 Building Official ------------- ------- Permit Number BLD2024-0804 --------------------------------------- COMPLETE. IT IS THE SOLE RESPONSIBILITY OF FOUNDATION DRAINS SHALL BE INDEPENDENT WORKERS, EXISTING BUILDINGS, STREETS, 8/28/2024 - STORM PUMP THE CONTRACTOR TO INDEPENDENTLY VERIFY OF OTHER SITE DRAIN LINES AND SHALL BE WALKWAYS, UTILITIES AND OTHER EXISTING REVIEWED BY CG ENGINEERING THE ACCURACY OF ALL UTILITY LOCATIONS TIGHTLINED TO THE STORM DRAIN SYSTEM AND PROPOSED IMPROVEMENTS AND (PEER REVIEW). BASED ON THE SHOWN AND TO FURTHER DISCOVER AND WHERE INDICATED ON THE PLANS. EXCAVATIONS AGAINST LOSS OF GROUND OR INFORMATION REVIEWED, CG PROTECT ANY OTHER UTILITIES NOT SHOWN 17. ALL REQUIRED STORMWATER FACILITIES MUST CAVING EMBANKMENTS. CONTRACTOR SHALL ENGINEERING RECOMMENDS HEREON WHICH MAY BE AFFECTED BY THE BE CONSTRUCTED AND IN OPERATION PRIOR ALSO BE RESPONSIBLE FOR REMOVAL OF APPROVED BY PLANNING APPROVAL OF THE STORMWATER IMPLEMENTATION OF THIS PLAN CONTRACTOR DETENTION VAULT. TO INSTALLATION OF ANY PAVEMENT UNLESS SHORING AND BRACING, AS REQUIRED. SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE OTHERWISE APPROVED BY THE ENGINEER. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM AND CONDITION OF EXISTING UTILITY LINES AT 18. ALL ROOF DRAINS, PERIMETER FOUNDATION THE CITY AND FOLLOW CITY PROCEDURES Sep 11 2024 CONNECTION OR CROSSING POINTS BEFORE DRAINS, CATCH BASINS AND OTHER EXTERNAL FOR ALL WATER SERVICE INTERRUPTIONS, TRENCHING FOR NEW UTILITIES. ENGINEER DRAINS SHALL BE CONNECTED TO THE STORM HYDRANT SHUTOFFS, STREET CLOSURES OR ASSUMES NO RESPONSIBILITY FOR THE DRAINAGE SYSTEM, UNLESS NOTED OTHER ACCESS RESTRICTIONS. CONTRACTOR COMPLETENESS OR ACCURACY OF THE OTHERWISE. SHALL NOT RELOCATE OR ELIMINATE ANY EXISTING UTILITIES AND SITE FEATURES 19. ALL FOOTING DRAINS SERVING BUILDINGS, HYDRANTS WITHOUT FIRST OBTAINING COMPLIES WITH APPLICABLE g PRESENTED ON THESE DRAWINGS. ENGINEER WALLS, ROCKERIES, ETC. SHALL CONNECT TO WRITTEN APPROVAL FROM THE FIRE MARSHAL. CITY STORMWATER CODE SHALL BE NOTIFIED IMMEDIATELY OF THE ONSITE DRAINAGE SYSTEM AND BE CONFLICTS THAT ARISE. �•Irc., ROUTED THROUGH A SUMP PRIOR TO ' DISCHARGING TO THE PUBLIC STORM SYSTEM. 09/10/2024 ■ ■ 12 ■ n ■ ■ ■ PA RELATED PERMITS: ROW Permit: ENG2023-0473 DEMO Permit: BLD2022-1328 Refer to separate Building Permits for each Unit. Refer to separate Engineering Permits for Side Sewer and Water Meters for each Unit. ■ MR SPECIAL INSPECTIONS: --Stormwater Pump --Pump Flow Throttlina Svstem --Raingarden- Bioretention Cell --Detention Vault: *Cast in Place Concrete *Soils REFERENCE: Stormwater Report August 2024 Davido Consulting Group, Inc. Geotechnical Report June 23, 2023 PanGEO Incorporated N *kk M *k � Y z UTILITY PROVIDERS: zz Z-- w <0 o 2 �cncnco UJ Q = E�z�ui 1 STORMWATER, WATER & SEWER: 00 0 z z = `° z CITY OF EDMONDS PUBLIC WORKS Q Q W W W o o z F ENGINEERING DIVISION a a H-H- o a 222 yj Q o z z CITY HALL - SECOND FLOOR 00 >' H 0�� """ zJ�JO J �Qmwl= 1215THAVE N �c > co000 WUiUj www�� EDMONDS, WA 98020 w W W W W W °?� J� PHONE (425) 771-0220 (n (n CO U) U) Cn . < U)LU z z 00 z 0000 z z z w w z> z GAS: cncn cncncncn oJwo_ �_�z� PUGET SOUND ENERGY � U O m Q m 00 C, 19900 NORTH CREEK PKWY ELI o z z C, BOTHELL, WA 98011 z z m z z z z J ° o >< PHONE (888) 225-5773 N "' N N N N Q Q 2 O O w O CD O O POWER: co tt o; Q o N��cN CD N � N U CD CD� co a SNOHOMISH COUNTY PUD ©® o w Q 21014 63RD AVE W z J LYNNWOOD, WA 98036 LO PHONE (425) 783-1000 w z 00 CD N N 0 0 > CD rn CDcm Q co Q (h (h C PHONE & CABLE: co 0 " COMCAST CD No CN a- U_ 3105 ALDERWOOD MALL BLVD, SUITE Q 3 LYNNWOOD, WA 98036 PHONE (800) 934-6489 FRONTIER: 4320 196TH ST SW LYNNWOOD, WA 98036 PHONE (509) 593-8356 - FIRE: SNOHOMISH COUNTY FIRE DIST. #1 CALL 811 CHRIS BURT, DEPUTY FIRE MARSHAL 2 BUSINESS DAYS OFFICE - EDMONDS CITY HALL 4 121 5TH AVE N BEFORE YOU DIG EDMONDS, WA 98020 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) PHONE (425) 771-0213 A� F�- p,S OF WAS 9 Dig d TAX I D 00434202600101 z �P ich� In e Approved DFM Cdnras Burt o 08 SoutCounty Fire,��ss ,6 01 Dateh 09/11 /2024 o/S1r�� NAU 08-08-2024 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE RESUB 1 CIVIL FOR ACCURACY. CONTRACTOR SHALL PLAN REVIEW FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 NOTES: APPROVED CONDITIONS ARE NOT AS SHOWN &/OR DFM BURT PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. ABBREVIATIONS: BM =BENCHMARK BOTS = BOTTOM OF STAIR BOTW = BOTTOM OF WALL CB = CATCH BASIN CL = CENTER LINE CONIC = CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO. = NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TOPW = TOP OF WALL TYP = TYPICAL BLDG2024-0804 APPROVAL FOR CONSTRUCTION RESUB CITY OF EDMONDS Aug 23 2024 CITY OF EDMONDS DATE: _ DEVELOPMENT SERVICES 09/05/2024 DEPARTMENT BY: CITY ENGINEERING DIVISION IA K I— U z > Q � 0 3: W W 0 o o CN CD oo 0') 0 z 6 W U) W >O � Im _ d-) Q w W M Q W U ■VA Le � U w LU z 0 0 0_ PROJ. MANAGER: NA DESIGNED BY: JV DRAWN BY: JV CHECKED BY: NA SCALE: AS SHOWN DATE: REV. SHEET O 811 8/23/2024 6 SHEET NUMBER A�1 n n o f- C r+ u i i v I Z CD 0 N N x O 0 (� co fn ❑ zw Q J d m J J > > w �I C/) ❑z za OW �N ❑ cn wI_ �Iw �w w J J az ❑z _o cD M Ole �o z U) Q z ow � cD 11_r �a ❑ D_ ❑U z❑ oz �O w❑ w w (D z ❑ IY LU o Y c� U z ww N CO __ U W o w o= C6U) oa N o N O N N N � O N O o N Nm Cq LU U � ?a cn ❑ �w )U) °�c� 1 w o ❑ ❑ N LLIQo x Uw� ) N Z U Y 5-: z wm0 m � �ww ❑ w > zo❑ LU _j�o ❑ U) I- U _3 Q AA N 1 10 5 0 10 20 SCALE IN FEET No 3 so IN KEY NOTES KEY DESCRIPTION DETAIL/ SHEET OINSTALL TEMPORARY STABILIZED CONSTRUCTION ER-901/C07 ENTRANCE INSTALL APPROXIMATELY 260 LF PERIMETER O PROTECTION.* INSTALL J-HOOKS AS NECESSARY ER-900/C07 TO INCREASE RETENTION TIME O3 INSTALL APPROXIMATELY 145 LF HIGH VISIBILITY FENCE ALONG ROW - SOIL AMENDMENT TO BE USED AS CONSTRUCTION BMP. CONTRACTOR TO INSTALL POST O CONSTRUCTION SOIL QUALITY AND DEPTH SD-642/C08 INSTALLED PER DETAIL PRIOR TO DEMOBILIZATION OINSTALL TEMPORARY STORM DRAIN INLET ER-902/C07 PROTECTION INSTALL TEMPORARY STORM DRAIN INLET O PROTECTION TO ALL STORM DRAIN INLETS 50' ER-902/C07 DOWNSTREAM OF PROPERTY LINE CONTRACTOR TO SWEEP STREETS, SEE GENERAL GENENOTER O NOTE 24 4L C01 CONSTRUCTION MATERIAL STOCKPILE, COVER Os WITH PLASTIC SHEETING DURING NON- IV-5.7/C07 CONSTRUCTION HOURS O INTERCEPTOR SWALE D/C07 10 PHASE SEDIMENT TRAP AS -NEEDED E/C07 POST -DEMOLITION CONNECTION TO SD MAIN SHALL BE MADE PRIOR TO ONSITE CONSTRUCTION TO ENSURE ALLOWABLE POINT OF CONSTRUCTION 11 G STORMWATER DISCHARGE IS AVAILABLE. ONCE E/C07 THIS CONNECTION HAS BEEN MADE, CONSTRUCTION STORMWATER TO DISCHARGE TO NEW SD CONNECTION, SEE SD DESIGN ON SHEET C04 . 12 REPLACE EX CONC DRIVEWAY - 13 LANDSCAPE STRIP TO BE REMOVED ALONG - PROJECT FRONTAGE 14 POLE HAS BEEN RELOCATED TO PROPERTY - CORNER SINCE TIME OF SURVEY 15 DEMOLISH EX BUILDING AS SHOWN - 16 CUT AND CAP AND ABANDON EX SSS AT PL - 17 DEMOLISH EX GARAGE AS SHOWN - 18 8 PROTECT ADJACENT BUILDING ON ADJACENT SHORT PLAT LOT - 19 REMOVE ALL OVERHEAD UTILITY CONNECTIONS 20 ALL PAVEMENT ON PARCEL BE TO BE REMOVED (TYP) SOIL AMENDMENT NOTE: ° AMENDED TO MEET THE SOIL QUALITY AND DEPTH REQUIREMENT PER BMP T5.13 OF THE 2019 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SEE DETAIL SA/C07). 0. LEGEND: STABILIZED CONSTRUCTION F/�Fq ENTRANCE x PERIMETER PROTECTION 7 HVF HIGH VISIBILITY FENCING LIMITS - EXTENTS OF DISTURBANCE STOCKPILE LOCATION W W W SOIL AMENDMENT TREE TO BE REMOVED TREE HAS ALREADY BEEN REMOVED g TREE PROTECTION FENCING INTERCEPTOR SWALE b, A F2 HAUL ROUTE PLAN Drack/ �d'irig North 104 / Beii y} Rory'sof1d om nds® 2 0 aP 4 P ^c fishing pier Affini C-ontemporary / Dentistry© Dods Ferry T�� nail Dentist dames Sr Scratch Distill e �yi IN Dayton St n o�ds S� Bella Soui ha.r \ •310 Daley St, H Edmonds, WA 98020 \ .a ?? min drive home \ I� \ o/ ea Civic Field \ \ P / Temporarily closed 0 a / Q I O o r � h and Iron Bell St ®Rusty Pelican Cafe / 15" ET / /� / , • 1\ �a STORM ©Starbucks Main ° / o MANHOLE P / RIM = 51.77 FT. n < J�3 / \ I.E. = 46.62 FT. (N.-S.) Slate Salon and Spa I.E. = 48.97 FT. (E.) Dayton St / \ PSD i Q \ W O W Q SA NHOLE °oMM CGf RIM = 52. T. 2' I I.E. = 45_.. ¢ G °°MM A / Zb C/ G\ ovaCID 4 ova � ¢ISd _E 301 W a �a v ° 0a TESC/EROSION CONTROL NOTES 1. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY PEAK HEIGHT ELEV. = 82.81 FT. BLDG. O \\ Y w o<�� \ zz z___ swap W W W 4Lo(.0 Qp06Lu Q J = �(ntn(n OfIz�LLi 1 wwom� Z Z z I T QQ Q22�-600zci 36"ET i a z a222i �UZUz ^1 I I -I- ° �000 zoo�z Al�i ❑ 1 IY0Y �� 0a- LOCO co www�� ' V Of as aaaa a-�cD_j Qw / cn cn cn cn cn cn ❑ < 0, =) 0 5 CONCRETE SIDEWALK Z Z Z Z Z Z H W>Z / 00 0000 tJw>o_ 4 U \ (n (n (n (n (n (_n w Lij WWoo / WM \ » » » LL W W W W W W U.6 co F m PSD ° MM P PSD PSD PSD PS PSD TELE PSD WWn� - - - - - - - - - - - - - � � Q ❑ ❑ Pqn LE wpm TELE wwoo STELE wwoo ❑ 2 w w CATCH B SIN PSD PSD/ PSD PSD Q Q >- Q Q Q Q LU >- Z ❑ "�7 RIM = 51.2 FT. / / Z Z m ZZZZ LU Z � T_ I.E. = 49.5 T. (8 , W.) / / / / J p < 2 1. N co 04 CN Q Q W VYI W W W W Val W W ❑ // NO O w CD C) CD �- W W W -W W W w W W N N - CJ W W- c.0 t Q 04 I- / ° �/ 0. 0 0 o i oo W DALEY STREET �� ©®z J a , S 88°46'18" E 168.99' / PST _ I �- -pgg PEeLO FOR PSG RGS LU 71- N E N U ❑ \ / z a) CDo0 0 0 s t s QcoQ ocli N I LOU') 0) 12 t °o CALCULATED INTERSECTIO co cp o a' o° AS PER SNOHOMISH COUNT co CO .o 0 1 13 ❑ \ �,4j / RECORDING NO. 2014111450 N N CATCH BASIN 21 s� \ �l / N=300,635.4686 rn cn w RIM = 51.58 FT. �<v 7 11 \ \ / E=1,261,167.0192 I.E. = 49.38 FT. BOTTOM) I.E. = 49.78 FT. �8", W.)- m 16 �// \\ i /ce //� 3 D/W --/COO '4p/ \ / // 77, - ____ ----� W WM /� �\ o ) D/W-7 25MP / / / //� CONCRETE SIDE qLK/ ❑ / / / SIGN 7SPEFD � I ss sss sss sss 25" ET o FINISHED CALL 811 FLOOR I g / I - \ ASPHALT \ ELEV. =54.81 1 �00 8 \\ y// \ \\ \\ \\ 2 BUSINESS DAYSPEAK 4 HEIGHT FT I 4 j 1 \� \ \\ \\ BEFORE YOU DIG ELEV = 10 I I (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) �' 18 / � � `NIL, APPROXIMATE /1 \ / / ` I / I ,LIMITS OF TREE ` / DRIPLINE - _ _ TYPICAL) O)P OF W /� EL/ECTRIC \ / \ / I U� P`- Digits ed PARCE A ➢DIETER • \ 20 \ z ICh \ 8 \ // nde \ 3 ASPH/A'LT I I PARCEL B / .08. BUILDING O.C�SRFO�E 0' G eUILDING 2 NAL 15 PEAK / / BASE MAP/TOPOGRAPHY PROVIDED BY >( HEIGHT / ASPHALT OTHERS. DCG CANNOT BE HELD LIABLE ELEV. = 67.80 / FOR ACCURACY. CONTRACTOR SHALL \ 1.2' S9. / \ FT. / FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 / \ �I / �C / CONDITIONS ARE NOT AS SHOWN &/OR 19 / PLANS CANNOT BE CONSTRUCTED AS I 6" DI II \\ / \� \ / / SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION.ILI \ \ � DISCONNECT EX WATER SERVICE AT THE METER. INSTALL HOSE BIB WITH ATMOSPHERIC VACUUM BREAKER (AVB) AT THE METER 21 ANY DAMAGE TO ROAD OR FRONTAGE IMPROVEMENTS SHALL BE RESTORED TO CITY STANDARDS AS DETERMINED BY THE CITY ENGINEERING INSPECTOR 2. EXISTING SIDEWALK FRONTAGE IMPROVEMENTS SHALL BE MAINTAINED AS *INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE WITH VOL. 3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, II OF THE DOE (2019 AMENDED) STORMWATER MANAGEMENT CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY MANUAL FOR WESTERN WASHINGTON BE REQUIRED DURING CONSTRUCTION. 4. SIDEWALK ALONG 3RD AVE N AND DALEY ST PROPERTY FRONTAGE SHALL CONSTRUCTION STORMWATER TURBIDITY SHALL BE MONITORED REMAIN OPEN EXCEPT AS NEEDED TO PERFORM SPECIFIC ACTIVITIES SUCH AS PRIOR TO OUTFALL TO THE PUBLIC MAIN. OVER 5 NTUs IS SIDEWALK REPLACEMENT AND UTILITY CONNECTIONS. CONSIDERED AN ILLICIT DISCHARGE 5. ALLEY SHALL BE KEPT CLEAR OF CONSTRUCTION DEBRIS AND EQUIPMENT. 6. ALLEY WILL BE PAVED FOR FULL WIDTH AND THE LENGTH OF THE ALLEY ADJACENT TO PROPERTY LINE. 7. INGRESS AND EGRESS OF ALLEY SHALL NOT BE BLOCKED WITHOUT ENGINEERING INSPECTOR APPROVAL. 8. PRE -CON INSPECTION REQUIRED. STREET TO BE CLEANED OF DEBRIS. SIDE O SEWER MUST BE CAPPED AT PROPERTY LINE. WATER SERVICE MUST BE \ DISCONNECTED FROM WATER METER AND OR HOSE BIB WITH AVB INSTALLED. DUMP AT APPROVED DUMP SITE ONLY. On / 9. CONTRACTOR TO PROTECT INTERCEPTOR SWALES SO THEY CONVEY O•(1 CONSTRUCTION STORMWATER TO THE POINT OF COLLECTION AT ALL TIMES. V \ F \ n BLDG. 17 / CATCH BASIN RIM = 53.94 FT. I.E. _ UNAVAILABL (FILLED IN) ASPHALT / LL _a / I�e � a O t� t 5 no CONC BUILDING TOP OF TRANSFORMER ' wwoo ELEV. = 89.06 00 \ wwoo O CN CD wwoo 14 L`t w 0) U) M a- wWo ww CATCH BASIN Q >a w o 0 M = 53.71 FT. > c I.. 1.71 FT. (BOTTOM) w q I.E. - 5. 1 FT. (10", S.W.) w Q Q I.E. = 51.21 0 6", N.E.) z CM J I.E. = 51.21 FT. (6",W.) - = I- Q z 06 Ljj ASPHALT o% \ ��\ � Q CO 0 oy -o <F �WOJ 7 oy q U LU w z O O a_ `k PROJ. MANAGER: NA DESIGNED BY: JV DRAWN BY: JV % CHECKED BY: NA BLDG2024-0804 SCALE: As SHOWN RES U B DATE: REV. SHEET APPROVAL FOR CONSTRUCTION 2 8 Aug 23 2024 CITY OF EDMONDS 8/23/2024 6 of I 11 CITY OF EDMONDS DEVELOPMENT SERVICES SHEET NUMBER DEPARTMENT DATE: 09/05/2024 BY: CO2 CITY ENGINEERING DIVISION I k Ill f- I Il I u i v 9 rm 0 0 N N x 0 0 (� M U� zw Q LU D m J J J Vlw �U) oz z.. ow 2 N 0W w� �w �w w� J J Q Z o U M � zcf) �z QZ w o� o< ou zo oz �o o� wo w w0 J z o LU w o Y ch U D_ zFL� ww N W H F_ Uw w 0 2 �C/) o� N D_ O {O 04 N � sN 04 CD O N N co LU F:w U �0 �w o . Ir of o wo ooN wzq0 ofX M = J % U Q U Nz wmzo moU) 2 w w Zvi w20 U) U Q Q / ❑ w / / \ a ,� / \ z z zLLI LLJ o/ °tea \ ❑ � � � �_Lo_(D_ � � 06 w 1 O \ 18' ET \� � / i ❑ \I ❑ O O O U) U) U) H z ? LLI 1 P UU U~~~ wwZ)mF_ O 36"ET H H H W W W �QOU�H 10 5 0 10 20 \ J / a (^1 I ❑ QQ Q222 0 0 0 z 0 O / \o I oo �/ ❑ I 0 a000 <0 J z SCALE IN FEET P �I I o o w 0 o Q m Q o �� / c=nc=n v=ivUv wrjzzc) 15" ET I \ 1/ ILL w W � IL 4 °a STORM ` �� QfQfOf OJwU� // \° MANHOLE CONCRETE SIDEWALK 0- 0- a 0- 0- 0- Q Q Of ? U KEY NOTES RIM =51.77FT. Jy� / I.E. - 48.97 FT. (N.-S.) UP \ z z z z z z W O U) 0 U A, H W �z KEY DESCRIPTION DETAIL/ / \ PSD PSD PSD / - - - - - - - - - - �wM \ o 0 0 0 0 0 o w = o 0 SHEET _ P / O a PSD PSD PSD PS9 ............ '.. - - - - - - _ - - °° \ PSD:: Psp.............P.s�.. ........ PSD..............-........ ^^ / W W W W W W U ~ ? O CATCH BASIN PSD/ PSD PSD - U o& m ~ m PROTECT EX PUBLIC STORM DRAIN MAIN \ / o w \ Q o 0 RIM = 51.25 FT. / EG 51.70 I.E. = 48.45 FT. BOTTOM) / ... p W W w zo 1 DURING CONSTRUCTION \�/ �'� \ / / V I.E. = 49.55 FT. �$ , w.) / / / 5 z z m z z z z Luz z 11 REPL EX CW TO NEAREST JOINT AND �/ \� a P i \ w \ w W w w w w / o Oi a W W W ;/;..... .... w................ o...:: / LUO Q MATCH EG (TYP) - � ,yam- ° \ / w w / w W W W- N N N N N N Q Q ON N w N NOO <U \ / ........................... cq � I- N N N c, SA ANHOLE................................... .... .... ... ...............� ........................... ................. ... .. ...... s MATCH EX TOC AND FL TYP - / C) Q N 0� M - F � O _ C? 2, I IIEM=4534 T. DALEY STREET.-// o. ..... o 0') p �o \ N . � ....ao w 4 PROPOSED CONTOUR (TYP) - - s am 88°46'18" E 168.99 .. ............ wQ G -asses - P� -�a5 .... �® � J O PSG EX CONTOUR (TYP) -' j ...............� P - ass- y _ _ z P ... \............... ....................... .. ....... PSG 3 / oa 9 ......... s....... ................o...........�.� ...�......... / ... .. 0. RIGHT OF WAY PAVEMENT TO MATCH EG ,y / \ w N / �a v ...... EX FL 5b..J .;..... / z 00 N C AT EAST SIDE OF ALLEY TO ACCOMMODATE / \ EX FL 52.i . / w CD � o o O _ \ P / / 1 cn.. EX TOC 53.35 / CALCULATED INTERSECTION Q o Q M ADJACENT PARKING ON PRIVATE I \ s' EX FL 53.30 .� .. ............ \ / m LO LO / FG 52.41 EG 52.16 EX TOC 53.1: o . RECORDING NO 09 11/145001 6 6 PROPERTY �a C.EX FL 51.91 ss I I \ �� / N-300,635.4686 co cn O O EX FL 52.08 � FX TOC 53.58 EX FL 53.b - o N N SAWCUT AT ALLEY EXTENTS, MATCH EG IN a RIM EX FL 52.44 EX FL 52.63 EX FL 54.31\ / E=1,261,167.0192 0- IL 7 I.E. FG 51.95,E TOM) ............................. \; ... EX FL 53.51 - - - - FG 52.12 EX TOC 52.70 s� EX F 54.48 ALL LOCATIONS Sd _.... EX FL 51.84 EX TOC 52.8 EX TOC 54.E .......... 4 EX FL 55.10 3 0,. .. FG 54.52 STREET SIGN SHALL BE PLACED ON NEW a 90 7.1 FG 55.14 O TR-572/C 10 a. a EX FL 55.36 3 a �. °°°°° �a .1 09, D. 4.07' a ^ .. 3.0' 3 POLE _ a - o °� �- P $ �� a ° o ° EX TOC 52.08 a a -EG 52.23 as - a .., a a 0. EXISTING STRIPED CROSSWALK TO BE oa ° a ° _ ° a 4 a <n W. wM / EX TOC 53.8'1 a, FG 54.56 5' / a a 32' - MPH FG 52.17 a / a rn - a ... a /. j I I EX TOC 55.60= 9 RE -STRIPED IF DAMAGED PER DIRECTION - 3o a 1.60% I � 0 o EX TOC 52.48 % a CONCRETE I D E W 4L FG 53.23 / la _ MIT O / �.... 0; .5.81 /o i o. a . FG 54.67 - � � EG 52.60 5.00' era a B d � c a U) o o EG 55.91 FROM CITY ENGINEERING INSPECTOR EX TOC 52.01 a 5.00 "E / FG 53.28 ® 1.00% o / o / 10 5� TRANSITION PANEL EAST OF DRIVEWAY a/ 3 FG 52.51 �FG 52.81 FG 53.00 d 1 FG 54.19 �/ FG 55.60 2 FG 52.22 _ FG 53.46 FG 53.92 5.00' FG(5 62 a o EG 55.97 O FG 52.09 a �� FG 53.69 ACCESS RAMP / a Co. EG 52.97 / 11, o 5.13 /° \ FG 52.10..1.............. FG 55.59 EX TOC 52.19 a a �, ° a . Ec 52.88 EG 53.16 ,� FG 53.50 „ ,� �, 6.29 / EG 52.32 �� EG 52.8 ss S n� /' FG 53.73 FG 54.23 a \ 6 1 EG 55.59 ( 1 co °, EG 53.27 P FG 53.41 FG 53.9 Ho P P �........... FG 55.27 ^�' ^o FG �27 EG 53.35 \ P P ........ FG 54.67 .... 1 25„ 24„ \ a 4 EG 52.19 J c `b ...... � ....�.... EG 55.38 ET ET - / / EG 52.79 a h' qy BOTS 53.38 w w w w w w w .. 54.95 ° d a a ^ BOTW 53.43 k \....'\. EG 55.22 GENERAL NOTES: a TOPW 53.93 �w FG 54.68 EX TOC 52.48 � SO / s / EG 52.38 FINISHED EG 53.59 TOPS 54.27 / \\� �` 1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR / .� FLOOR P FG 55.01 / \� P \'.'.'...ASPHALT.... HALF WIDTH OVERLAY MAY BE REQUIRED DEPENDING ON THE / a ��a ° a �' EG 53.39 ELEV. = 54.81 BOTW 53.67 TOPW 54.77 / \ AEG 55.07 \ / .. �:'�' CALL 811 EG 52.48 FT. TOPW 55.19 `' a / \ : \..::.:.:.:.......... \\ \\ ' 2 BUSINESS DAYS EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL / EG 52.13 PEAK I \ / FG 52.30 EG 53.39 HEIGHT \ FG 54.66� / \ ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL / / a I EG 53.65 FG 54.83 / ......'.'t'':'.'.'.'.. \ \\ �\ / 4 EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY WV y ELEV. = 66.89 \ s UNIT 1 .... APPROXIMATE i FT. / BOTW 53.73 / \ i InnITSOFTRE� \ BEFORE YOU DIG PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH � EG 52.60 / ` TOPW 55.19 OS FG 54.83 FF 54.83 FG 54.58 /�� " 1" "' EG 54.83 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) OVERLAY IS REQUIRED. AN ENGINEER INSPECTOR MUST ^M'b' �a BUILDING / + LINE _ �...... o '� 2 EG 52.69 / \ / .�o� EG 54.37 .*. TYPICAL) APPROVE EXTENT OF FINAL OVERLAY. w ^ PARCEL A J A� EG 52.73 / \ FG 52.59 ELECT EG 53.46 o ..... S F VA TER ... 0�� CF UI 'PARCEL B UNIT 2 \�\ / o / ( EG 52.80 BOTW 53.54 / \ \\ / `' ° FG 54.50 EG 54.59'PHA T = EG 53.31 I TOPW 55.19 �o \ \ FF 54.83 \\ .. olas a s' -AEG 54.26 and r ;� I EG 53.57 01s, \ \ / \ S / BUILDING -a f LEGEND: a 411 EG 53.38 0 \ �oQ>/\ \ FG / FG 54.42 :..' � OAF RFGI6 °� PEAK �o / °tea HEIGHT EG 53.48 BOTW 53.65 / / \ \ / / EG 54.40 / / ss/ON L TOC a ELEV. = 82.81 TOPW 55.19 a FT. v a \ FG 54.83 / i \ \ spun[ T.. . CONCRETE EG 53.66� �Q / \ �' EG 54.20 / 1 2' S\ / \ o \ \ UNIT 3 \ \ \ / / BASE MAP/TOPOGRAPHY PROVIDED BY \ � \ OTHERS. DCG CANNOT BE HELD LIABLE a _ a \ \ a FG 54.36 �� EG 53.59 lei X Y / \ FF 54.83 \ / / FOR ACCURACY. CONTRACTOR SHALL 5 NEW ASPHALT, FULL DEPTH ova / BOTW 53.74 FG 54.83 \ \ s`d EG 54.35 / FIELD VERIFY GRADES, UTILITIES, &ALL 5 \ / � > : � OTHER EX FEATURES & CONDITIONS. IF r: tZ RIM 54.76 \ \ / / CONDITIONS ARE NOT AS SHOWN &/OR NEW ASPHALT GRIND &OVERLAY EG 53.69 �. \\ \ FG 54.31 / EG 54.15 6 / PLANS CANNOT BE CONSTRUCTED AS \ SHOWN, CONTACT DCG PRIOR TO a 0 TOPW 55.19 \ \ a :' FG 54.29':':': / / ° \ � FG 54.76 UNIT 4 \\ � \ / a 7 \ CONSTRUCTION. r r r BIORETENTION PLANTER W/ UNDERDRAIN BLDG. \\G 53.7\ FF 54.83 \ \�\ \ \// EG 54.20 'G'� r r r (SEE DETAIL BP/C08) \\EG 53.7�G 3.75 OS / \`\\ps / - j� ABBREVIATIONS: LANDSCAPE EG 53.68 O� \ \ \ j o . EG 54.00 EG 54.24 BM =BENCHMARK EG 53.57 FG 54.35 / .... FG 54.15 �JILDING �>.6'9, \ \ d 5,� f .a'. '.':':�':':':':':.. TOP OF BOTS = BOTTOM OF STAIR UNIT ENTRY TYP Soy \ ........ ......EG 53.94 TRANSFORMER (TYP) . . . . .moo.... ELEV. = 89.06 BOTW = BOTTOM OF WALL \ %/.. IT.. EG 53.82 So \ \ / a/� FT. CB = CATCH BASIN EG 54.29 CL =CENTER LINE s✓ EG 54.09 �'O ° 'y.'.'. EG 54.191.'.'.'..'.... ' 6 CONC = CONCRETE U) O /.. ................... FG 54.16 �� ...........:.' CW = CONCRETE WALK > 0 6 54.10 / �. Z >00 00 Z EG CATCH BASIN GR =GRADE W W Q EG 54.14 o EL =ELEVATION J ............. �..... ti RIM = 53.71 FT. Q Q EG 54.17 �.... q I.E. = 51.71 FT. (B EOP = EDGE OF PAVEMENT Q LJJ BLDG. V I.E. = 51.81 FT. (1 I.E. = 51.21 FT. (6 EX =EXISTING uJ d Q z Q I.E. = 51.21 FT. (6 > (If w EG EXISTING GRADE cM J p p a ASPHALT '6 FF = FINISHED FLOOR z � p Z FG = FINISHED GRADE Lu � ~ �M 0 o EG 54.23 o FL = FLOWLINE m W 0 0 tiq IE = INVERT ELEVATION = U) W LSCAPE = LANDSCAPING o� LT = LEFT M.I.C. = MONUMENT IN CASE NO. = NUMBER \ o� 0 PC = POINT OF CURVE % PT POINT OF TANGENT CONCRE E ASPHALT RT = RIGHT \ o� STA = STATION w F STD =STANDARD Z O 0 \ BUILDING TOC =TOP OF CURB o� TOP = TOP OF PAVEMENT PROJ. MANAGER: NA O/� \ O o TOPS =TOP OF STAIR DESIGNED BY: iv S � tiA TOPW = TOP OF WALL DRAWN BY: iv o� TYP = TYPICAL CHECKED BY: NA BLDG2024-0804 SCALE: ASSHOWN RESUB APPROVAL FOR CONSTRUCTION REV. SH3ET a AO!! g6, Aug 23 2024 CITY OF EDMONDS 8/23/2024 6 OF \ CITY OFEDMONDS SHEET NUMBER DEVELOPMENT SERVICES \ � � DEPARTMENT DATE: _ (\�/�� 1n1 f 09/05/2024 BY. PFO 03C CITY ENGINEERING DIVISION F2 nA A` FA (; AI -I I IA K A 1 C u i Z 0 0 N N x 0 0 O A_ o� C6 zw Q Uj am J J J >D � UI - � oz zQ ow 2 N 0 cn w�_ �I w Uw w� J J Q oz M � �o zcn Qz w o� o< 0 uo z oz 20 02 wo Uj Z oUj w o_ Y M d Z� ww N cn F- Uw w 0 2 w co or N O N N N �t 9 N N CD O N N co N W � > .. F_ pi U o w wcn 02�-'2 o wo � p N wZ ry, M = _ j >_ U) Q U NZ w?z mo moU5 �wW ��> w�0 0 U) U Q Q 3 Elm 3 N 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET O 6" SDCO #1 RIM 54.71 SD-619/ C08 6" IE 51.54 2O 26LF6"DIP SD@0.50%MIN - O 6" SDCO #2 RIM 53.75 SD-619/ C08 6" IE 51.41 O 46 LF 6" PVC SD @ 0.50% MIN - O 6" SDCO #3 RIM 54.13 SD-619/ C08 6" IE 51.18 NEW 6" CONNECTION TO EX CB #1 RIM 53.71 0 6" IE (NW) 51.21 - EX 6" IE (NE) 51.21± EX 10" IE (SW) 51.81± O7 10 LF 6" PVC SD @ 2.00% MIN - FOOTING DRAIN PUMP STATION RIM 54.70 O8 6" IE (W) 52.70 - 2" IE (NE) 52.70 (SDFM) W/ 3' MIN SUMP PERIMETER FOOTING DRAIN - 6" PVC PIPE IN 6" MIN OPERFORATED 9 WASHED GRAVEL, WRAPPED IN 12/A5.3 NON -WOVEN FILTER FABRIC (TYP) 10 11 LF 6" DIP @ 0.50% MIN - 11 19 LF 6" SCH 40 PVC SD @ 1.00% MIN - ROOF DOWNSPOUT TIGHTLINE ALONG G FACE OF BUILDING AND INTO TOP OF - BP#1 13 4 LF 6" SOLID WALL PVC FROM FOOTING DRAIN - CAST IN PLACE CONCRETE DETENTION VAULT (4.88' W x 10.25' L) W/ DUPLEX STORMWATER PUMP STATION. SEE STRUCTURAL PLANS FOR DETAILS RIM 54.50 TOP OF VAULT INTERIOR 53.02 TOP OF PONDING 52.52 M/C09 14 6" IE (S) 50.80 (INLET) W/C11 2" IE (N) 52.72 (SDFM) 2" IE (N) 52.72 (SDFM) 6" IE (N) 52.52 (OVERFLOW) BOTTOM OF VAULT 48.52 WET WELL SUMP 45.52 SEE UTILITY INSET (C04) FOR PUMP FLOAT ELEVATIONS 05 0 LF 6" DIP @ 1.00% MIN (OVERFLOW) - 16 G (2) 10 LF 2" SDFM DISCHARGE LINES HIGH MOLECULAR POLYETHYLENE PIPE - CB#1 TYPE 1 RIM 54.23 2" IE (S) 53.00 (SDFM) 2" IE (S) 53.00 (SDFM) SD-303/ G2" IE (E) 53.00 (FTG DRN SDFM)8" IE (N) 52.47C08 6" IE (S) 52.47 W/ 2' SUMP TRANSITION TO GRAVITY FLOW S49LF8"DIPSD@0.50%MIN NEW 8" SD CONNECTION TO EX 12" CP PSD W/ TYPE 1 CATCH BASIN W/ SOLID LOCKING LID 19 G RIM 53.85 SD-303/ 8 IE (S) 52.09 C08 EX 12" PSD IE (W,E) 51.99 10 DIRECT FLOW it! 20 0 17 LF 6" PVC SD @ 0.50% MIN - 24" O ACCESS MH AND LADDER KN14/ 0SEEKEYNOTE 0 14 FOR DETENTION C04 VAULT INVERT INFORMATION 0ROOF 0 DOWNSPOUT TIGHTLINE ALONG BUILDING FACE AND INTO TOP OF BP#4 - 6" SDCO #4 23 RIM 54.83 - 6" IE 51.10 CB#2 TYPE 1 RIM 53.80 24 8" IE (N) 52.34 L/C09 8" IE (S) 52.44 W/ 2' SUMP 25 0 6 LF 8" DIP SD @ 0.50% MIN - CURB AND GUTTER RESTORATION MAY 26 BE REQUIRED DEPENDENT ON EXTENT - OF DISTURBANCE TO SUPPORT SADDL CB 9H INSTALLATION CB#3 TYPE 1 RIM 54.76 27 6" IE (N) 51.47 L/C09 6" IE (S) 51.47 W/ 2' MIN SUMP 28 25 LF 2" SDFM FOOTING DRAIN DISCHARGE - 026LF6"DIPSD@0.50%MIN 0 - RENOVATE EXISTING GUTTER SYSTEM 3o TO PROVIDE DOWNSPOUT TO - DISCHARGE DIRECTLY TO BP#1 31 58LF6"PVCSD@0.50%MIN - 32 PUMP CONTROL PANEL - NON -INFILTRATING BIORETENTION PLANTER #1 W/ VERTICAL SIDE SLOPES - SERVES SURFACE #2 TOP OF WALL 55.50 P1 4" OVERFLOW 55.17 - 4" INLET 54.67 TOP OF MULCH 54.57 4" UNDERDRAIN 52.17 PONDING DEPTH 0.5' AREA DESCRIPTION: SF AC TOTAL SITE AREA (ON -SITE) 4,641 0.11 TOTAL SITE AREA (ROW) 4,125 0.09 TOTAL SITE AREA (ON-SITE+ROW) 8,766 0.20 EXISTING ON -SITE AREA - IMPERVIOUS AREAS 2,599 0.06 EXISTING ON -SITE AREA - PERVIOUS AREAS 2,042 0.05 PROPOSED AREA DESCRIPTION - IMPERVIOUS AREAS (ON -SITE): ROOF AREA TO DETENTION VAULT 2,805 0.06 CONCRETE SURFACE TO DETENTION VAULT 805 0.02 TOTAL IMPERVIOUS AREA 3,610 0.09 EX ROOF AREA TO BP1 (EX HARD SURFACE TO REMAIN) 248 0.01 PROPOSED AREA DESCRIPTION - PERVIOUS AREAS (ON -SITE) LANDSCAPING 1,031 0.02 TOTAL PERVIOUS AREA: 1,031 0.02 PROPOSED AREA DESCRIPTION - IMPERVIOUS AREAS (OFF -SITE): ALLEY FULL -DEPTH TRENCHING (TO DETENTION VAULT) 792 0.02 DALEY ST FULL -DEPTH TRENCHING (UNMITIGATED) 624 0.01 CONCRETE CURB, GUTTER, AND DWY (UNMITIGATED) 11655 0.04 EXISTING ALLEY TO DETENTION VAULT 598 0.01 TOTAL EFFECTIVE IMPERVIOUS AREA: 3,669 0.08 COMBINED ON-SITE+ROW IMPERVIOUS 0.17 SURFACE AREAS 7,279 COMBINED PGIS ON-SITE+ROW 1 995 0.05 PROPOSED AREA DESCRIPTION - PERVIOUS AREAS (OFF -SITE) LANDSCAPING 456 0.010 TOTAL PERVIOUS AREA: 456 0.010 COMBINED PERVIOUS SURFACE (ON-SITE+ROW) 1,487 0.03 � / I AP 1 �a / 1 4 1 �a STORM ° MANHOLE IS RIM = 51.77 FT. �\ I.E. = 48.97 FT. (S E.) O / PSD �a ELEV. = 82.81 FT. N SO �. . N \ SO� . . . . . . . . . . .... ....... .. / CONTRACTOR TO WO PUMP MANUFACTURE CONFIRM A DISCHARC / RATE OF 9.18 GPM . . . . . . . . . . . . . . . . . . UTILITY INSET - SCALE 1" = 5' C04 INNER SURFACE DIMENSIONS 2 INNER AREA (FT) Contributing Area TOPW OVERFLOW 4" INLET TOP OF 4" UNDERDRAIN PONDING DEPTH SIDE SLOPES (FT) (FT 2) MULCH (FT) 1 DIRECTLY DISCHARGES TO THE DETENTION VAULT 2 5' X 2.6' 13 248 T55.50 55.17 54.67 54.57 52.17 0.50 VERTICAL/STEEL PUMP ON/OFF FLOAT ELEVATIONS PUMP 1 ON PUMP 2 ON ALARM ■ 0 CONCRETE SIDEWALK BUILDING TOP OF TRANSFORMER ELEV. = 89.06 FT. oy q ASPHALT oy q kkk Z Y w Z Z ZILL, w Q Jp�W Q J 2 w�z?� 1 00 0 UU UZZZ =�pOm s LLJ F- QQ Q222 so�ZU) 0-0- 0 a000 QOzUz p J Z H H H Z J 00 O &-)Qm CT == LU =HHH cn pQ cncn cnUUU �www� tYIY a_a_a0- 0-a- O?�U a00Q�w \ - - - - - - (n (n (n (n (n (n p Q (n � U PSD PSDX PSn 00 - 0000 ~�p>Z W (n (n Cn (n (n (n ui_� / WW W W W OpZ p co Q ppw p�w 0 Z Z m Z Z Z ZLU o Q o� � 2 U � 0 N 0 0 Q Q W N 0 N CEO � Q N 0) M f+99 O O pf'so O O fl- 00 0 LU LU J Q Z / CALCULATEDII \ AS PER SNOHC RECORDING N( LU Z t N o C) N=300,635.4686 > 0000 p o v o 0) \\ / E=1,261,167.01� = a)� CO N a / \ (0U) o0 CATCH BASIN RIM = 53.71 FT. I.E. = 51,71 FT. (BOTTOM) I.E. = 51.81 FT. (10", S.W.) I.E. = 51.21 FT. (6", N.E.) I.E. = 51.21 FT. (6", N.W.) CONCRETE NEW ASPHALT, FULL DEPTH NEW ASPHALT, GRIND & OVERLAY BIORETENTION PLANTER W/ UNDERDRAIN r r r (SEE DETAIL BP/C09) LANDSCAPE O ROOF SURFACE #, SEE DRAINAGE REPORT FOR DESCRIPTION OF DELINEATED HARD SURFACES UNIT ENTRY (TYP) DRIP THROUGH BALCONY (NOT A HARD SURFACE) ROOF SURFACES, SEE DRAINAGE REPORT FOR DESCRIPTION OF DELINEATED HARD SURFACES 25" ET RESUB Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLDG2024-0804 APPROVAL FOR CONSTRUCTION CITY OF EDMONDS DATE: 09/05/2024 BY: CITY ENGINEERING DIVISION K 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) PS3.ALF �P I ne,� nd66r Oic� R 4s2®2�. �SS�ONAL 7'O BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. Z Q J O elf U Ljj (n W Z W 0 � 00 Q Ld J U) W Q - CO 3 U z Z 6 U W Q LUQ m = LU M 0 0 W 0 F- W 7 W U W � z o � PROS. MANAGER: NA DESIGNED BY: iv DRAWN BY: iv CHECKED BY: NA SCALE: AS SHOWN REV. SHEET 8/23/2024 6 of 8 C04 n n 1-4 A I f- 1 C f- u i v I z 0 0 N N x 0 0 (� co c❑ri ❑ z LU Q J J_ J J > LL �i C/) ❑z za OW 2i N ❑ U) WI-_ LU LU �, W w az ❑z _o cD M !Y �o z Qz oW 2 cD � �a ❑ D_ �a ❑u z❑ oz �O W❑ W W (D z 0< IY CD c� U o_ z WW N ct) H F U W W o= C6U) o � N d O N O N N N � 0 No O N N ch cq LU �p �w U F-- ?a �W o v) 0 c� d W O ❑ ❑ N IYXm U)Q> Z U N z L LI m � 7i 0 w 7) > zo❑ LU � U ❑ U O U _ Q HE No 3■ s■ I■ 3■ 1■ 10 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET SEWER POINT OF COMPLIANCE UNIT 1 - 6" IE 48.55 O UNIT 2 - 6" IE 48.87 - UNIT 3-6"IE49.17 UNIT 4-6" IE49.51 O2 5 LF 6" PVC SSS @ 2.00% MIN - O 6" SSSCO #1 RIM 54.75 SS-200/ C09 6" IE 49.41 0 49 LF 6" PVC SSS @ 2.00% MIN - 6" SSSCO #2 SS-200/ O RIM 53.28 C09 &SS-202/ 6" IE 48.43 C09 O6 29 LF 6" PVC SSS @ 2.00% MIN - NEW 6" SSS CONNECTION TO EX 10" CP W/ ROMAC SADDLE OFr 53.39+ SS-202/ NEW 6" SSS IE 47.85 C09 EX 10" PSS SPRINGLINE IE 47.36± EX 1n,, PSS IF 4Fi RF;+ OUTILITY TRENCHING (TYP). SAWCUT AND MATCH GU-400/ EG C08 OWATER 9 SERVICE POINT OF CONNECTION TO BUILDING (TYP) - 1" PE PIPE WATER SERVICE (FROM METER TO 10 BUILDING W/ 14 GA. VINYL COATED WIRE TRACER TO BE GROUNDED AT BUILDING (TYP, MEP TO CONFIRM SIZE) FG 54.64 11 6" IE TO NEW 6" SSS - 6" IE 49.07 12 (2) NEW 1" WATER METERS WA-130/ C09 13 o (2) 1" WATER SERVICES & CONNECTIONS TO 8" DI WATER MAIN (TYP) REUSE EX WATER METER & SERVICE IF SIZED APPROPRIATELY FOR UNIT 2. RELOCATE TO 14 RIGHT OF WAY SIDE OF PROPERTY LINE, - BETWEEN CONCRETE WALK AND PROPERTY LINE REUSE EX WATER METER & SERVICE IF SIZED APPROPRIATELY FOR UNIT 1. RELOCATE TO 15 RIGHT OF WAY SIDE OF PROPERTY LINE, - BETWEEN CONCRETE WALK AND PROPERTY LINE FG 54.37 16 6" IE TO NEW 6" SSS - 6" IE 48.47 0PROTECT 0 EX WATER SERVICE TO ADJACENT PARCEL - NEW UNDERGROUND POWER SERVICE. FINAL 18 DESIGN AND SERVICE SIZES TO BE - COORDINATED W/ SNOHOMISH COUNTY PUD 19 G RELOCATE EX UTILITY POLE, COORDINATE - WITH SNOHOMISH COUNTY PUD 0EX 0 ELECTRIC METER TO EX BLDG ON PARCEL A TO REMAIN - 21 NOT USED - 0EX 0 WATER METER AND SERVICE TO EX BLDG ON PARCEL A TO REMAIN - FG 53.28 23 6" IE TO NEW 6" SSS - 6" IE 48.45 TRASH STAGING AREA FOR REFUSE SERVICE 24 STAGING FOR NON -COLLECTION DAYS WITHIN - UNIT GARAGES RECONNECT PARCEL A SANITARY SEWER 25 LATERAL TO NEW SANITARY CONNECTION - 6" IE 48.55 (MIN) 26 (1) 6" FIRE HYDRANT CONNECTION TO 8" DI HYD/C08 WATER MAIN 27 11 LF 6" DI WATER - 2s (1) FIRE HYDRANT AND VALVE ASSEMBLY HYD/C08 W/ CONIC BLOCKING 29 EX 8" DI WATER MAIN - SSS CONNECTION TO EX BUILDING TO REMAIN 0 ON PARCEL A - I E 51.00± ITT P ❑ it 1 cn MAIN TAPS TO v v U z z ZZ BE COMPLETED J" ET J J w w 'IET O °°a p❑ BY CITY PUBLIC a s O a 00 'is, WORKS I- I - WORKS � � U) � WATER NOTES: > oii cncn coUU 15" ET / � � • 1 a STORM / � � � � � � 1. EXISTING DOMESTIC WATER METER TO BE P //? ��/ °� MANHOLE / CONCRETE SIDEWALK 28 a a a a a EXAMINED BY CONTRACTOR FOR CONDITION RIM 51.77FT. �� Jy / I.E. - 48.97 FT. (N.-S.) UP \ Z Z Z Z Z AND SIZE AND MAY ONLY BE REUSED IF 1 - / \ /- - - - - - - - - - SIWM 27 \ 0 0 0 0 0 2. UNDERGROUND WIRING TO BE DESIGNED BY 4 / O / a PSD PSD PSD PSD PSD PSD PS - g..PSD ................ ............ . ° CATCH BASIN P.......... PSD ..... ........ r�D / PSD _ i i > > > ELECTRICIAN. Z w \ / /LLI LLI LU LU LU RIM = 51.25 FT. ... ..... ..... ... ... .. 13 �. . I.E. = 48.45 FT. BOTTOM) / � \ g� j / r V I.E. = 49.55 FT. �8", W.) / Z Z m Z Z Z GENERAL UTILITY NOTES: a W W7,, W W W W W W, , o P \ \ /�, / °°a \ �- .................... Jy \ ............ I ......... .... ....... W. W .. �........... ...W ...:...... W / n i ... N (y) "T ct 1. ALL UTILITY SERVICES SHALL BE PLACED P SA . ANHOLE UNDERGROUND. RIM =52.*014 T. I I.E. = 45.34 2. MINIMUM SEPARATION BETWEEN SEWER clb AND STORM PIPE CROSSING IS 6". ALL / �\ CROSSINGS MEET MINIMUM SEPARATION. J / 3. ALL FINAL RESTORATION RESULTING FROM THE INSTALLATION OF UTILITIES IS TO BE COMPLETED BY THE CONTRACTOR. 4. MAINTAIN A MINIMUM OF 3' HORIZONTAL a „� 5 X 7 i SEPARATION (ON -SITE) & 5' HORIZONTAL SEPARATION (IN ROW) BETWEEN DRY UTILITIES (GAS, POWER, ETC) AND WET UTILITIES (WATER, SEWER, AND STORM). MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES.18" MIN SEPARATION BETWEEN WATER AND SEWER LINES. 18" MIN SEPARATION SHALL BE APPLIED FOR WATER/SEWER CROSSINGS, IN WHICH WATER SHALL CROSS OVER SEWER AND SEWER SHALL BE ENCASED FOR A MINIMUM OF 10 LF ON EITHER SIDE OF CROSSING. SIDE SEWER MUST MAINTAIN A 2.00% MIN a SLOPE. IF PIPE SLOPE EXCEEDS 20% THE °a �° PIPE MUST BE ANCHORED. ° UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY MAY BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, a THE OVERLAY SHALL EXTEND INTO BOTH �� ° TRAVEL LANES, A FULL WIDTH OVERLAY IS REQUIRED. THE CITY OF EDMONDS ENGINERING INSPECTOR SHALL APPROVE FINAL OVERLAY EXTENTS A SEPARATE FIRE SPRINKLER SYSTEM PERMIT IS REQUIRED FOR EACH UNIT. UTILITY CROSSING TABLE DETAIL/ KEY DESCRIPTION SHEET O4" SD IE 52.79 6" SSS IE 51.29 - O6"SDIE51.07 1" WATER SERVICE IE 52.57 - O6"SDIE51.00 1" WATER SERVICE IE 52.50 - O6" SD IE 50.94 1" WATER SERVICE IE 52.44 - O6" SD IE 50.85 1" WATER SERVICE IE 52.35 - (D 6" SD IE 50.82 1" WATER SERVICE IE 52.32 - O6"SDIE51.78 1" WATER SERVICE IE 50.78 - * ETHAFOAM TO BE INSTALLED BETWEEN UTILITY CROSSINGS WHERE LESS THAN 12" VERTICAL CLEARANCE BETWEEN UTILITIES EXISTS 12 m n PEAK HEIGHT ELEV. = 82.81 FT. FOMo\ NOs S\ rRFF\ BLDG. a U) z LU Y LU o2a� Qo0sw J Q J = LU of I__ 1 wwSm� ~aC)c� 0600zco J O Z U Z OD-J�O �¢moQ W LU Z Z U ,LwWzLL U O Q W C)<U)Lu �U ~ J � Z LU LU LU _zo _ I-- _ J U.6coF Q 0 m p 2 W w W zn Z I w0OQ Q Q 2 ■19 /FEAK HEIGHT s \\\\"UNIT/i \F\/��" ::�2 BUSINESS DAYS4 ELEV.=66.89 �--2\\ \ / BEFORE YOU DIG FT. 20 O 1 \ FF 54.83 E j.'.'.'.... LIMITS O TREE BUILDING / 11 S \ \ \ + s1DRIPLINE _ (UNDERGROUND UTILITY LOCATIONS AREAPPROX.) / i� \ / �o� o.. ................. .. 'TYPICAL) PARCEL A ELECTRIC \ 3. AL ➢DIETER / \ \\�\ // .".... ....' /I �OcF UI O PARCEL B UNIT 2 \ \ \\ \ �� d ASPHALT = \ FF 54.83 \ \\\ / �.�.:.. / olas 4 Q 1 \ .:::.:.... / / r xa n d � ° _ S \ \ o ... ... 0 920 D 4646 4. NAL 3 ... ... / /�� C9Q ....ASPHALT / 2' Sv UNIT 3 BASE MAP/TOPOGRAPHY PROVIDED BY S/�. \ /\ \ OTHERS. DCG CANNOT BE HELD LIABLE F F 54.83 9 FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL d / OTHER EX FEATURES & CONDITIONS. IF 5 6AS " DI 0 w y \ \ C / y� ' ' ' ' ' POLANDS ITIONS CANNOT BEAREOCONSTRUOCTED/AOS / \ \ \ \ \ / / / 10 \ / SHOWN, CONTACT DCG PRIOR TO UNIT 4 \\ \ d CONSTRUCTION. \ \ \ \ FF 54.83 \� \ � � •..•..•..•..•..•..•... SO QS / / 9 \\\QS B o ... ........... a ........ � BUILDING \ / d SO TOP f .... a .. OF .................. TRANSFORMER \ a .... .... ELEV. = 89.06 �QS✓ co °f. Q �o a �. ......... ....... (n o J .....: •.. .'...'.. 6 18 ...j�� ........... 19 z ..... CATCH BASIN C LU Cy) co M - �. �5o RIM = 53.71 FT. G % Q w G............:.'.�?.... I.E. = 51.71 FT. (BOTTOM) ~ Q BLDG. I.E. = 51.81 FT. (10", S.W.) J I.E. = 51.21 FT. (6", N.E.) LLI 0 /e I.E. = 51.21 FT. (6", N.W.) > I_I_I Q Q W ASPHALT LEGEND: - J z W L0 � O W � am Q coO d CONCRETE _ w LU O NEW ASPHALT, FULL DEPTH U NEW ASPHALT, GRIND & OVERLAY 7 BIORETENTION r r PLANTER W/UNDERDRAIN (SEE DETAIL BP/C08) LLI W LANDSCAPE o UNIT ENTRY (TYP) PROD. MANAGER: NA DESIGNED BY: iv UNIT WATER METER NUMBER DRAWN BY: iv CHECKED BY: NA RESU B BLDG2024-0804 SCALE: AS SHOWN DATE: REV. SHEET APPROVAL FOR CONSTRUCTION 5 8 Aug 23 2024 CITY OF EDMONDS 8/23/2024 6 of CITY OF EDMONDS 11 DEVELOPMENT SERVICES SHEET NUMBER DEPARTMENT DATE: �� 09/05/2024 BY: - C05 CITY ENGINEERING DIVISION i n o f- C r_1 LJ I I 1/ I ro WE 0 O N N x 0 0 (� M U� zW Q LU ED J J >LL UI - �U) ❑ Z zQ ON 2- ❑ W WI-_ �I W U, W w� J J Q Z o� M � Z_ cf) z Qz w o� 0� o< ❑U z') 20 ❑ 7;; Wo w w 0 J Z 0< 0� W o Y M U IL Z H W LU N W F F_ Uw o w 0 2 �C/) o d N 04 O {O N N � 9 N 04 CD N N M N W66 F: LU U � ❑ I- LU 0W &�� a w o Q ❑ N Wz❑ = XXJ >_ � Z U N w?z mo m❑U5 2wW LLI LL2O U) U Q Q ilm om 3M Elm 0M _. • 15" ET 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET O NOT USED - OPOLE HAS BEEN RELOCATED AFTER SITE SURVEY COMPLETED - ONEW 16'-WIDE ALLEY APPROACH TYPE 3 TO TR-543/ REPL EX ALLEY APPROACH C10 OREPL EX SW TO NEAREST JOINT PER ENG TR-531/ INSPECTOR C10 O SEE SHEET C04 FOR STORMWATER DESIGN - OSEE SHEET C05 FOR WATER SERVICE DESIGN - O NOT USED - OSEE SHEET C05 FOR SANITARY SEWER DESIGN - REM AND REPL EX CURB & GUTTER ON SIDE OF DALEY ST ALONG PROJECT OSOUTH 9 FRONTAGE, MATCH EX CURB HEIGHT AT TR-520 RESTORATION EXTENTS (TYP) 10 NEW TYPE 3 DWY TO REPL EX DWY TR-543 ANY PAINTED SURFACES (STOP BAR, CROSSWALK, CURBING, ETC) SHALL BE 11 REPAINTED PER CITY STANDARDS. AS - REQUIRED, PRIOR TO PROJECT COMPLETION EX ADA CURB RAMP TO BE REMOVED AND 12 REPLACED. SEE SHEET C10 FOR CURB M/C10 RAMP GRADING DETAILS POST REQUIRED FOR STREET NAME 0SIGNNEW 0 (NOT SURVEYED) TR-572 14 2' SAWCUT FROM EDGE OF CURB TR-520 EX CROSSWALK CROSSING DALEY ST, TO BE G RE -STRIPED IF DAMAGED, PER DIRECTION FROM CITY ENGINEERING INSPECTOR 16 MATCH EX GRADE AT SAWCUT - (3) NEW STREET TREES WITHIN TREE GRATE OPLANTERS 17 PER LANDSCAPE PLANS. 35' SPACING, 2" CALIPER, 7 FT BRANCHING HEIGHT (TYP) 1s G NEW ADA CURB RAMP. C10 FOR CURB RAMP M/C10 GRADING DETAILS 3-HOUR PARKING SIGN SHALL REMAIN IN 19 G PLACE DURING CONSTRUCTION AND RESET TR-572 ON NEW POST WHEN NEW SIDEWALK IS BUILT RIGHT OF WAY PAVEMENT TO MATCH EG AT 20 EAST SIDE OF ALLEY TO ACCOMMODATE - ADJACENT PARKING ON PRIVATE PROPERTY Ja 15 J � Cb G o�v 1 12 4 i — — — ��a CATCH BASIN �a RIM = 51.58 FT. 0 18 I.E. = 49.38 FT. BOTTOM) �Sd.... a.. ........ ............ ova cb 4 3p, ° d ° a ° � a 1 ova 13 ° \ a cb FINISHED FLOOR ELEV. = 54.E ova PAK EFT. 6 WV ° ELEV. = 66.89 FT. BUILDING / _WM ZZZ»> R VAETE `Q ➢DIETER � a � ti0� ova ' o � Mo I � I PEAK a h o� HEIGHT \ \ ELEV. =82.81 / FT. 1.2' �59 FRONTAGE NOTES: i o 6" DI HAS BEEN n 1. STREET TREE SPECIES T$$E DETERMINED BY THE CITY OF EDMONDS PRIOR TO PLANTING. SEE LANDSCAPE PLANS. \ 2. STAIRS AND RAILINGS SHALL NOT BE LOCATED WITHIN THE CITY RIGHT-OF-WAY. 3. A FINAL RESTORATION INSPECTION IS REQUIRED, PRIOR TO PAVING, TO DETERMINE THE LIMITS OF RESTORATION. 4. VEHICULAR ACCESS WILL BE VIA THE ALLEY ROW TO A GARAGE IN EACH RESPECTIVE UNIT 5. EXISTING SIDEWALK FRONTAGE IMPROVEMENTS SHALL BE MAINTAINED AS LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. 6. SIDEWALK ALONG 3RD AVE AND DALEY ST PROPERTY FRONTAGE SHALL REMAIN OPEN EXCEPT AS NEEDED TO PERFORM SPECIFIC ACTIVITIES SUCH AS SIDEWALK LEG K 1 REPLACEMENT AND UTILITY CONNECTIONS. 7. CITY PARKS DEPT SHALL INSPECT ROOT BALL OF STREET TREES PRIOR TO TREE a PLANTING. CALL (425) 343-2248. 8. NO NEW TREES WILL BE PLANTED ALONG 3RD AVE N. THE 30' SPACING FROM THE EXISTING TREE AND INTERSECTION CANNOT BE MET. 9. WATER METERS TO BE REUSED SHALL BE INSPECTED BY THE WATER DIVISION FOR - CONDITION. (425) 771-0235 CONCRETE - \ /" NEW ASPHALT, FULL DEPTH NEW ASPHALT GRIND & OVERLAY / NON -INFILTRATING BIORETENTION PLANTER (SEE DETAIL BP/C08) LANDSCAPE UNIT ENTRY (TYP) PSG 368 CALCULATED INTERSECTION AS PER SNOHOMISH COUNTY / RECORDING NO. 201411145001 / N=300,635.4686 / E=1,261,167.0192 / /\ l BUILDING TOP OF TRANSFORMER ELEV. = 89.06 FT. \ \ CATCH BASIN °ti° RIM = 53.71 FT. I.E. = 51.71 FT. (BOTTOM) I.E. = 51.81 FT. (10", S.W.) I.E. = 51.21 FT. (6", N.E.) I.E. = 51.21 FT. (6", N.W.) ASPHALT a. 20 °y,O ,,,,-25 MPH ';PFFD SIGN T!4�SITION EAST SIDE OF 'IVEWAY APPROACH BACK EXISTING SIDEWALK. RE CE ONE PANEL TO EAST O PROACH TO TRANSITI TO EXISTING N kkk M cf) Z Y W Z Z Z U_j2Q(�D J❑°6W Q J 2 w 0 m U U U Z Z Z = Q O U) �Z QQ Q222 060(Dzcn z a000 (5LLI 0 QOz0z ❑ J Z (� — UUU 000— 0 (_(_ (n000 WWZzU olf olf ofo'0folf 0JLU — of _j � aUCD<LJ IL IL a0-0-IL (n (n Z Z (n Z (n Z (n Z (n Z ❑ Q U) p U 00 0000 F_ w>> z oJWo_ (n (n (n (n (n (n W W = z ❑ 11U of >-O❑ W W W W W W U.6 pp �_ m Qf Qf Q ❑ ❑ m ❑W ? Z ❑ 0 Z Z Z Z Z Z w � Q � � 2 U Q Q NO NO NO W O N O N coo't Q N M M CD W ®z J a 11 W M � N E o Z N � U 0) CDQ>C) �� Lo Lo 0) � CO CO U co U O C) O c n a- IL MR 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) D g�� e _ co Nilc and r te: ' 4.0 . 469 °GIS ECj O TONAL BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. Q J 0- F___� 5Z G F- W Z W < 0 co o _j W J Q 0 o o ap 0.) � z IZ 6 LJ W O 0� W� Of 00 _ Q W U) M O p W W 0 Q W z z 0 __J of LL 7 z - 0� HMA PAVEMENT L6 NEW 3.0 LSCAPE STRIP a SECTION PER COE iw O TR-505 w w NEW 4" HMA OR MATCH EX, WHICHEVER IS Q GREATER PER COE STD TR-505 (IN AREAS NEW 7.0' CONCRETE SIDEWALK o a z o OF UTILITY TRENCHING) PER COE STD TR-531 c � ° 1.50% ° � 2.0o r° CROSS SECTION -ALLEY C-C PROD. MANAGER: NA NEW 6" THICK -5/8" MINUS CSTC PER COE ��1"- 5 ................................................................................................................... ..... ...... .........�, • STD TR-505 IN AREAS OF UTILITY 2 CALIPER TREE C06 DESIGNED BY: �v 14 ( WITHIN 3' X 3' TREE TRENCHING) GRATE SECTIONS OF CURB MAY BE REMOVED AND REPLACED AS NEEDED DRAWN BY: iv COMPACTED SUBGRADE OR MATCH EX WITH CONSTRUCTION OF CURB RAMP. CITY OF EDMONDS CHECKED BY: NA ( APPROX LOC OF EX GAS WITH INSPECTOR SHALL DETERMINE AREAS REQUIRING BLDG2024-0804 SCALE: ASSHOWN SECTIONS IF GREATER - IN AREAS OF UTILITY MAIN, SEE SURVEY FOR REMOVAL. IF CURB AND GUTTER IS REMOVED, ENGINEERING RESUB REV. SHEET g TRENCHING) LOCATES INSPECTOR MAY REQUIRE A 2' SAW CUT APPROVAL FOR CONSTRUCTION o 8 NEW CONCRETE VERTICAL CURB & GUTTER PER CI 23 2024 8/23/2024 6 �1 9 CITY OF EDMONDS COE STD TR-520 CITY OF EDMONDS SHEET NUMBER - DEVELOPMENT SERVICES �� DEPARTMENT DATE: CROSS SECTION DALEY ST A -A CROSS SECTION 3RD AVE N B-B 09/05/2024— BY: C06 1 = 5 C06 1' = 5 C06 CITY ENGINEERING DIVISION Pz A r- A n A F= A IZ A r; AI IA I A I A w A o r_ C C LJ 1 1 1/ W i, 0 0 N N X 0 0 (� M_ v; ❑ Zw Q J am J J J >� U �I C/) ❑ Z Z Q oLu 2 — ❑U) W � �I W co W w a < ❑Z _o (7 M � DO Z rn <Z w o� cD � ❑ o_ CO ❑Q z❑ oZ 2io w❑ w Z ❑ Lu w o Y c� U o_ Z W W N rn H F U W p W o= C� o d N o N O N N N � o N N o N N o co S� N W �p > .. F_w U � << 6 ❑ �w > )U) °�C2 0 W CD ❑ N � Qo x U)Q> Z U N z uj CO U) ��w �LL> ZoLu ❑ =2o ❑ U) U _3 < 3� g� 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 1 N NATIVE BACKFILL MATERIAL 8„ FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS f 189� APPROVED BY: R. ENGLISH E R — 9 00 FILTER FABRIC SILT FENCE E 9R 0 PER COE STANDARD PLAN ER-900 ICO2 FIGURE C.3.12.A INTERCEPTOR DIKE DIKE MATERIAL COMPACTED 90% MODIFIED PROCTOR 2 MAX. 2' MIN. 2 MAX. 1 18" MIN. 1 DIKE SPACING DEPENDS ON SLOPE GRADIENT FIGURE C.3.12.13 INTERCEPTOR SWALE 2*1 MAX. SLOPE LEVEL BOTTOM V MIN. I 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT INTERCEPTOR SWALE PER 2016 KC SWDM 6' Min 1' Min. depth overflow spillway 01 Native soil or compacted backfill Geotextile Pump to approved point Pump intake to be 1.5' of discharge per plan min from bottom 7 Figure 19. Cross Section of Sediment Trap and Outlet. To aid in determining sediment depth, all sediment traps should have a staff gauge with a prominent mark 1 foot above the bottom of the trap. Maintenance • The sediment trap must be continually monitored and regularly maintained. The size P. of the trap is less important to its effectiveness than is regular sediment removal. Remove sediment from the trap when it reaches approximately 1 foot in depth (assuming a 1-1 /2 foot sediment accumulation depth). Conduct regular inspections and additional inspections after each large runoff -producing storm. • Maintain and repair all temporary and permanent erosion and sediment control practices as needed to assure continued performance of their intended function. g • Remove all temporary erosion and sediment control measures within 5 business days after final site stabilization is achieved, or after the temporary BMPs are no longer needed, whichever is longer. Remove trapped sediment or stabilize on site. Permanently stabilize disturbed soil areas resulting from removal. SEDIMENT TRAP rE_'� PER 2016 KC SWDM JO2 Li A F2 A r, FILTER SOCK WITH OVER FLOW HOLES (TYP) ;IN NOTES: CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE --�-.CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL FS f 189cj APPROVED BY: R. ENGLISH E R — 9 02 CATCH BASIN INLET PROTECTION E 0 PER CITY OF EDMONDS STANDARD DETAIL ER-902 Figure IV-5.7: Material Covered with Plastic Sheeting PLASTIC COVERING SHALL MEET THE REQUIREMENTS OF ASTM D4397 FOR POLYETHYLENE SHEETING, PER WSDOT STANDARD SPECIFICATION 9-14.6(3) NOT TO SCALE Material Covered with Plastic Sheeting Revised June 2016 DEPARTMENT OF ECOLOGYPlease see http.Y/wwwecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. PLASTIC SHEETING IV-5.7 SWMMWW 2019 - FIGURE IV-5.7 n A F= _LS 4 TH IN )E FULL WIDTH GRESS/EGRESS DETAIL NOTES: 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 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 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. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL is FS f 189� APPROVED BY: R. ENGLISH E R — 9 01 AN x �Oy CONSTRUCTION ENTRANCE E 9R 0 PER CITY OF EDMONDS STANDARD DETAILS ER-901 CONTOUR LINE (TYP) ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) WATTLE Qi TRENCH, SEE NOTE 2---, L 2" MIN 5" MAX \� Z 2"x2"x24" UN -TREATED iV WOODEN STAKE (TYP) PLAN VIEW AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING SEE WATTLE SPACING (TYP) TABLE (TYP) WATTLE SEE DETAIL P) SECTION A —A \ WATTLE INSTALLATION ON SLOPES 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) 3" MIN 4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0" 2H:1 V 20'-0" 3H:1 V 30'-0" 4H:1V 40'-0" >4H:1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. REVISION DATE JANUARY 2018 CITY OF EDMONDS WATTLE INSTALLATION �� - PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS f 189� APPROVED BY: R. ENGLISH E R — 9 03 STRAW WATTLES E 9R 0 PER CITY OF EDMONDS STANDARD DETAIL ER-903 CO2 P: A r_ A N A i N *kk M *k � Z Y W Z Z W W Z W 4McO w2<(0 <006LU J < J = �(n(ncn of�z�w 1 00 01--1--1-- wwDm� U U U Z Z Z = O w Z CO W W Z d LU Z J U Z C)- 0 000 <0 v_> �UUU OZ�JIY0 00 W OHH� m cn<cooQ I: I: =--- o70 Of0'0'10� p?LU J� a- a- a- aWWW <w (n (n Z Z Cn Z (n Z (n Z (n Z C) < U) Q U F LU>> 00 0000 oJLU Z cncn (n(5F550 WW=Z� _ J W W W W — U 06 co p M W W U � co ~ m � 0-1 � � � � < Q Q oww Z Z m Z Z Z Z LU Q p O 3 2 U < CD N N O CD LU CD O O c\fl < 0 N � M CO CD — 00�00 C V W 0. UU Z ©® J Q LU I- N Z N U 0 00 0 >CD �� cl' ri c CD CO CD CD78 (D N N a_ IL 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) J. ALF� OF WgS-9� �V �P igita�l ed _ icho s ande 46 4.0 O�cc RFc/s4"I 00 SS91 N A U E� BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 0O z W W ZCY) > w 0 Q J U >_ J 0 c) CDco 00 Q 0 6 0 Q w LU L0 0 Im _ d) Q w CO CO ID LLJ min RESUB Aug 23 2024 CITY OF EDMONDS W 0 0 W 0 a_ DEVELOPMENTSERVICES DEPARTMENT PROJ. MANAGER: NA DESIGNED BY: iv DRAWN BY: iv CHECKED BY: NA BLDG2024-0804 SCALE: AS SHOWN APPROVAL FOR CONSTRUCTION CITY OF EDMONDS DATE: 8/23/2024 REV. 6 SHEET of 8 11 SHEET NUMBER DATE: 09/05/2024 BY: CITY ENGINEERING DIVISION A o r+ r,% C C !- LJ I I 1/ WE 0 0 N N x 0 0 (� M U� zw Q LU am J J > > UI w �7) 0 Z z.. Ow 2 N 0 W w� �I W �w w� J J Q oZ o � M � (DO >zC/) Q Z W 02 0� oCL U)Q oU) Z0 Oz 20 02 W 0 w LU J Z oLU w o Y M U EL zFL� ww N W F Uw w 0 2 �C/) o d N 00 N N � O N 04 CD N N M >� F- W U U0 LU I W 97Wo 0 0 N W Z 0 of = XXJ >_ � Z U N ?z wop0 moU) 2wW Z)LL> LLI w20 U) U Q Q HE M■ 3■ Elm A 1w 1 w UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) 14n UNDISTURBED UNDISTURBED y 0„ NATIVE VEGETATION TURF/LAWN/LANDSCAPE \\\\\ \ UNDISTURBED NATIVE SOIL \//\\//\\//\\//\\/ UNDISTURBED NATIVE SOIL "\�/j�/j�/j�/j�/j� j�/j�/j� \/ STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 - NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. 2" ORGANIC MULCH /� �� GRASS: SEED OR SOD I -I �-III-III-III=1 I I=1 11= --III=1 I I-� - 1= r l=1 r =1 III=1 1 1 1 t 1 1 II -III -III 1 1- -11 1=1 1=III=III=III=III=III=III= III=III-III=III=III=III-II 3" OF COMPOST 1111111111111111111111111111111111111111 IIIIIIIIIII1111I1111 IIIIIIIIIII1=1II11 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF 11III=III=III=III=III=1 =III=III=III=III=III=III INTO 6.25" OF SITE SOIL (TOTAL 1IIIIIIIII=III=III=III= III=IIIIIIIIIIIIIII=11 SITE SOIL (TOTAL AMENDED III=III=III=III=III=III=III IIIII=III=III=III=III=III AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FORA 1=III=III=IIIIII=III=III- IIIIIIIII=III=III=III=11 SETTLED DEPTH OF 8") SETTLED DEPTH OF ) 8' III=III-III-III=III=III=III 11=III=III=III=III=III=III �II � II 1 1IIIIIIIIII � I IIIIII-III IIIIII1 I I I I III-III=1 I I=1 I I=1 I I=1 I I -III I I=1 I I=1 I I=1 I I=1 I I=1 I I -I I I =III II -III III III III- 8" III -III III=III IIIIII=11 SUBSOIL SCARIFIED 4" BELOW \\j ,i -j -I SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER % ��\� �/� - �// /\\'/\\; COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) /�\',.//%/ /%/%jII_ (12" BELOW SOIL SURFACE) ��\\�\\\� \\� 12" OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS p 1. AREAS OF NO DISTURBANCE 2" ORGANIC I,�I<I SHALL BE FENCED AND EXISTING GRASS: SEED VEGETATION AND SOIL SHALL BE MULCH/�� /�//� p"!' OR SOD PROTECTED FROM CONSTRUCTION 111=1Ii'1=1I1=1I1=1I r =1I1=1I1=11=1Ii=I1=Il IMPACTS. =1 I -III -III -I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I I � I I 1=1 11=1 11=1 I II 1 11 I I 11 11=1 1 11 I IIIII 1 11 I I I-III-III=III=III-III-I III=III-III=III=III=III=III 2. TO MEASURE SETTLED DEPTH, 6" IMPORTED 1=III=III=III=III-III-III 1=III=III=III-III-III=III 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIXIIIIII=III=III-III- IIIIIIII=III=III=III=1 TOPSOIL MIX FULLY SATURATE WITHOUT I I � III=1 I I=1 I I=1 I I -III -II I I1 I I=1 I I=1 I I-III1 I I1 I I (COMPACTED 1=III=III=III=III=III=1 III=III=III=III=III=III-III (COMPACTED CAUSING EROSION. DEPTH) II 1=III=III=III- III=11_I=DEPTH) 6" III -III -III _11 -III=III=III 3. COMPOST SHALL MEET SPEC. I- I' REQUIREMENTS IN THE 2017 SUBSOIL IS I,I II III \ /�/\=1 //\\// I \ III SUBSOIL IS EDMONDS STORMWATER SCARIFIED 6"-y\ �% j I \\;\jj// j\\/ \\ ,11 SCARIFIED 6" ADDENDUM (CHECKLIST 7). BELOW\/ �� yVA AVAj /AAjA BELOW IMPORTED %\j//\\/�/� %\�//\ \//\\//\ '� IMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX jV\\/�\\��\\�% 12" ~/�\�\\/�\\/�\\�\� TOPSOIL MIX REQUIRED) TO BE TO 85� (MAX) I OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). REVISION DATE F_ 7- CITY OF EDMONDS POST CONSTRUCTION SOIL APRIL 2021 7 PUBLIC WORKS QUALITY AND DEPTH STANDARD DEPARTMENT DETAIL 'S t . 189,11 APPROVED BY: R. ENGLISH S D - 6 42 POST CONSTRUCTION SOIL QUALITY AND DEPTH SD 642 PER CITY OF EDMONDS STANDARD DETAIL SD-642 7c pt SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) 5' „ S� 3p., bc 5„ �2", 4", 6", OR 12" NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE gry FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER �^/,y FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY 22y TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT ti6 BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF \ ALL JOINTS, RINGS, RISERS AND FRAMES. �\ 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX / DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 0 N 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE �r PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. `St. 18y" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE I APPROVED BY: R. ENGLISH CATCH BASIN TYPE 1 SD-3 PER CITY OF EDMONDS STANDARD PLAN SD-303 MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT I 4" STORZ ADAPTER REVISION DATE SEPTEMBER 2023 STANDARD DETAIL SD-303 DOUBLE SIDED BLUE ROAD 1 /2" EXPANSION RAISED PAVEMENT JOINT MATERIAL 18" MIN-24" MAX MARKERS 4" MIN-6" MAX I ABOVE FINISHED GRADE ALIGN VALVE BOX EARS I 3' x 3' x PARALLEL WITH THE THICK CONCRETE FINISH GRADE WATER LINE IT SERVES 4„ PAD AROUND HYDRANT a % . FL x MJ 6" R.W. CAST IRON ADJUSTABLE 1 CY 1-1 /2" WASHED GATE VALVE VALVE BOX TEE WITH ROCK. 1' MIN ABOVE I RESTRAINED JOINTS FLANGED FLANGED DRAIN HOLES AND MEGA -LUG OR CO NECTION 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 rr!� THRUST BLOCK APPROVED EQUAL. 2 - - � .. �- 10 MIL PLASTIC UNDISTURBED EARTH /�\��/% BETWEEN BLOCK & TEE 12"x12"x4" CONC. BLK. 12"x12"x4" CONC BLK I 2" MIN CLEARANCE HYDRANT CONNECTION PIPE TO a BETWEEN BE DUCTILE IRON CLASS 52. :9 BLOCKING ANY INTERMEDIATE JOINTS TO BE 1 °. AND RESTRAINED n -. ' :a. BOLTS . a: ..8 .. a °= THRUST :. ° ... °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r� PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH W A - 100 FIRE HYDRAND ASSEMBLY W 1A 00 PER CITY OF EDMONDS STANDARD DETAIL WA-100 n SEE COE STD DTL GU-410 rn O-w Ld UZ:) BEDDING MATERIAL (1-1/4" MINUS) 6" MIN // / / // / / // / CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) LLI N a a 6' MIN FOUNDATION (IF REQUIRED) SEE NOTE 4 8" MIN 1- 1 8" MIN SEE NOTE 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 - 40 0 TYPICAL TRENCH SECTION G 4U 00 PER CITY OF EDMONDS STANDARD DETAIL GU-400 C04 & C05 MECHANICAL PLUG EXTEND CLEANOUT 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03.1 1(2) DESIGN PONDING ELEVATION �gC I- -III-III-III-� I � III ICI -ICI -III-III-III-� I I -I I I -I I F9 I I -III-III-I 1I- III..L..11 SOIL TIGHT 45` BEND =I I I=1 11= ASP HALT/ CONCRETE TRAFFIC RATED, IRCULAR LOCKING AST VALVE BOX PER ANUFACTURER ECOMMENDATIONS, EE NOTES 1 AND 2 z iv MECHANICAL PLUG ADD VALVE BOX EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE CLEANOUT COVER IN 1- r h\ V L U -\ I L-/-\ WYE I 1=1IllII iIII; - SOIL TIGHT I I 11 I 1 =i I LAWN/ NDS PRO SERIES VALVE COUPLER LANDSCAPE BOX WITH LOCKING UNDERDRAIN PIPE, 6" (MIN) COVER, OR EQUAL. SEE PER PLANS NOTES 1 AND 2. �n„„�n o00 00 4" (MIN) o Do oO OHO 0 PLUG OR CONTINUED UNDERDRAIN CRUSHED SURFACING CONNECTION TOP COURSE (CSTC) MECHANICAL PLUG CLEANOUT PER WSDOT 9-03.9(3) (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. NOTES: 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT," "CLEANOUT," "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. `St. IB")- REVISION DATE CITY OF EDMONDS STORM DRAINAGE DECEMBER 2017 CLEANOUT PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D - 61 9 STORM DRAINAGE CLEANOUT SD 619 PER CITY OF EDMONDS STANDARD DETAIL SD-619 w (; I -IA I AI N k k M k 07 z Y oe W z z z pi2Q(� Q J 2 Lu 00 1 00 0�� 00 0 z z z ILWLJ QQ Q222 06O�Zc~n 0 0-000 <0-- JO F_ cn ~UUU Of zJ 00 5;0>-�� Q❑wt= 22 W 2HHH cl)❑m❑Q z z 0 cn cn co 0 0 0 w Lu IYIY 0Z0000'0� 0 LU �a( aUC7Qw IL IL IZa_0-IL U) U) zz cncncncn zzzz ❑QwpU 00 0000 -LOLJ❑>z oJWo_ cn cn cn cn cn cn w LLI = z ❑ U >_O❑ W W W W W W U06ppI-m Of Q ❑❑ ZZZZZZLu ❑ 0z in 00 wO0Q U Q 2 Q NO NO W 0 CD 0 N 0 N co 4 Q N M M OO OCo CD �� W ° �® J Q zUl W Lr) It N E U z - N � U O O C) Q Q LoL0 0) CO CO U U oN oN o 3 0) ccn 0- IL ■K 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) ndOr LVOIRIM ,1 5d IT:C§irq BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. U) z U) > z > W >Q M � W J U) >_Q W Q 00 O NO 00 O �_ U) 6 U) J W W' Lo F- O 44 ^ ILL m _ � Q W U) M p W MVA RES U B z o O � Aug 23 2024 CITY OF EDMONDS PROJ. MANAGER: NA DEVELOPMENT SERVICES DEPARTMENT DESIGNED BY: iv DRAWN BY: iv CHECKED BY: NA BLDG2024-0804 SCALE: ASSHOWN REV. SHEET APPROVAL FOR CONSTRUCTION 8�23/2024 6 a CITY OF EDMONDS SHEET NUMBER DATE: BY: .09/05/2024 C08 CITY ENGINEERING DIVISION K A o f- r_ C C !- LJ 1 1 1/ WE 0 0 N N x 0 0 (� co c❑ri ❑ zw Q J 0- m J J J >> w UI z ❑z .. z Ow 2 N ❑ cn LU � �Iw �w w aQ ❑z _o CD M rr D, z U) �� Qz oLU � cD � �Q UQ ❑Q z❑ oz �O w❑ LU z oLU LU _o Y M d z ww N U7 I-I— U w W 0 2 a; U) CD d N o N o N N N � O N N 0 N M N LU �p �w U � ?Q cn ❑ �w )U) °�C2 d w o ❑ ❑ N ryQo x U)Q> z U N z wm0 m U) 7iww 7)LL> zLU - �20 ❑cf)� U _3 Q ilm om 3M HIM UM 1m (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2%4" 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 J a_ LOCKING CLEANOUT COVER PER COE STD DTL SS-200 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX Im 22.5' OR 45' BEND 6" TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 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 `St. 18y- NEW LATERAL SEWER FOR EXISTING SEWER MAIN PIPE APPROVED BY: R. ENGLISH NEW LATERAL SEWER SS-202 PER CITY OF EDMONDS STANDARD DETAIL SS-202 COcJ Li A F2 A rl REVISION DATE FEBRUARY 2023 STANDARD DETAIL SS-202 RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SERIES 8" MIN 18" MAX HANDHOLDS (2) TOP SLAB - - - - - - SEE COE STD DTL GU-423 20"X24" OR 24" DIA d_. 6" MAX ° IT POLYPROPYLENE SAFETY d STEP/LADDER 12" O.C. (SEE NOTE 4 & 6) SEE COE STD DTL C14a SD-300B SAND COLLAR OR II FOR CATCH BASIN KOR-N-SEAL AROUND SIZING AND - --- -- PIPE PIPE ALLOWANCES w I I I a ° 2'-0" MIN 1 "-4" MAX ° PRECAST BASE AND INTEGRAL RISER NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. `St. 18y- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE II APPROVED BY: R. ENGLISH CATCH BASIN, TYPE II S 3D 00 PER CITY OF EDMONDS STANDARD DETAIL SD-300 L,_I z J Z RESIDENCE 0- w O w CLEANOUT w WITH 45' BEND AND 2' CAP REVISION DATE SEPTEMBER 2023 STANDARD D ETAI L SD-300A CLEANOUT (MAX) f(TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS H CLEANOUT (WYE WITH CAP � w AND CLEANOUT COVER) AND w w CONCRETE LEVELING COLLAR Q_ O 12" LOCKING COVER rr SEE NOTE 3 w o END OF PIPER GRIPPER PLUG r12"f FINISHED GRADE (CHERNE 27061 OR APPROVED j EQUAL) WATER TIGHT CAP LEVELING COLLAR SEE NOTE 4 45' RISER 12" PVC SLEEVE 7 45' 6" RISER 6" WYE AND 6" CITY STUB 4" OR 6" SIDE SEWER 45' BEND GENERAL CLEANOUT DETAIL 4" OR 6" SIDE SEWER CLEANOUT DETAIL 12" LOCKING COVER AT PROPERTY LINE/CITY EASEMENT SEE NOTE 3 Uj of 0 w LEVELING COLLAR NOTES: 0 N SEE NOTE 4 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE w w U ASPHALT SURFACE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 12" f 3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER WITH 1 /2" HEX BOLTS AND A PICK HOLE. EAST JORDAN 1 FOOT LONG 12" PVC IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. SLEEVE 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 . IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24%24%6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE 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 SSS CLEANOUT SS-200 PER CITY OF EDMONDS STANDARD DETAIL SS-200 CO5 nA T= BIORETENTION PLANTER (W/UNDERDRAIN) SYMBOL BP OVERFLOW 6' MIN FREEBOARD. DIA.EMIN DOWNSPOUT W/ _ CONIC SPLASH - BLOCK PONDING DEPTH - (1.5'x1'x1') SEE PLAN (2" MIN / W 12" MAX) 2' TO 3" MULCH LAYER _-_-_-_- ALTERNATE INLET -_ ------------------- ----------------- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' IF PIPED BELOW GRADE TO BP 18" MIN BIORETENTION SOIL ...... • • ...... . OVERFLOW CLEANOUT • • • • • • • ... • • • • • • • PIPE TO ........ ...... ... APPROVED NOTE: NO FILTER FABRIC ' ' ' ' ' ' ' DISCHARGE BETWEEN LAYERS. POINT - 4' TYPE 26 AGGREGATERESERVOIR DIA MIN =4C7*MlN UNDERDRAIN 7 FLOW. 2-45' BENDS I- 1. AGGREGATE RESERVOIR SHALL BE TYPE 26 MINERAL AGGR GATE (WASHED SANDY GRAVEL / FILTER MATERIAL). 2. PLANTER SHALL BE A MINIMUM INSIDE WIDTH OF 2 FEET. 3. SLOTTED DRAIN PIPE SHALL RUN THE LENGTH OF THE PLANTER. BIORETENTION PLANTER W/ UNDERDRAIN BP PER CITY OF SEATTLE STANDARD DETAIL BP C04 v FRAME & COVER TYPE 2 CB PER PLAN (TYP) PER COE SD-300 RIM TO FINISHED GRADE (TYP) NOTES: 1. MATERIALS: CONCRETE EL 53.02 SEE SHEET C04 FOR CLASS-4000; REINFORCING STEEL INLET SIZE AND IE - EL 52.52 -ASTM A615 GRADE 60 MIN; 10.25' CHANNEL AND SHELF MATERIAL - CONCRETE CLASS 3000. 2. PRECAST MAINTENANCE HOLE COMPONENTS MUST CONFORM TO EL 48.52 ASTM C 478. JOINTS BETWEEN 4' PRECAST COMPONENTS MUST BE PUMP WET WELL RUBBER GASKETED CONFORMING TO ASTM C 443. 3. MINIMUM REQUIRED SOIL BEARING EL 45.52 = 3,000 LBS/SQ FT 4. MAX HOLE SIZE MUST BE OD OF PIPE PLUS 5 IN. MIN HOLE SIZE MUST BE OD OF PIPE PLUS 3 IN. MIN CLEAR DISTANCE BETWEEN HOLES IS 8 IN PROFILE VIEW OF DETENTION VAULT AND FLOW M CONTROL STRUCTURE CO3 NOT TO SCALE PROPERTY LINE O R.O.W. FINISHED GRADE I� �I METER SUPPLIED BY CITY O BALL VALVE Li II II II ILi yoK I B DIRECTION - A OF FLOW � - WATER. MAIN] F MATERIAL LIST: AO ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1 " BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q 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-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG 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 ( 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 OM 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. REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021 (FOR 3/4" & PUBLIC WORKS 1 " METERS) STANDARD DEPARTMENT DETAIL FS t 18 9° IAPPROVED BY: R. ENGLISH WA- 130 3/4"-1" WATER SERVICE INSTALLATION W 1A 30 PER CITY OF EDMONDS STANDARD DETAIL WA-130 JO5 r_ I N *kk M *k � Z I- I- H Y W 0 z z W W z LLJItUjCo LU 2 Qp06W J = �"z�LU 1 OO 0 wW,ml- U U U z z z = O W z� QQ 0 z -j U z z O 000 oU v> _0>->-<� UUU �0Jz JYO�O 00 cJn U) U) coUUU wLL wwz00 Of O� 0� 0� 0 Lu ? J a-U 0-0- o- D- D- O- QW (n (n z z cn z (n z (n z (n z o Q U) p U W>> H 00 0000 Z Q J W Q_ W=� U) U) (n(n(n(n W = I__ZJ W W W W W W _ U,6 M O Q - 0 C) p 2 W w z z co z z z J Q 0 O � � 2 U Q Q N N O CD W CDNo C) CN CD 60 .4 CD Q 0 N O: M O O CD M N W z ©® J Q W L N EE z N U 0 0 0 a) o rn o Q co >Q (h (h C Lo U-) co cl)CD O CD N N a- LL: MR 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) PS J. A�F� �� OF WAsy�� 9� . Digit e Nich�o A and r 14 6 FGIS TI 00 SS�ONAL E� BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. z > z > w >Q Q 0� M � > w J U �Q w Q 0 CDw C) CD CN C)O U) 0 E U)U) J w p44 Lo I- = 0 o" m _ 0-) Q w C/) co p w mVA RESUB U W W Aug 23 2024 0 IL CITY OF EDMONDS DEVELOPMENT SERVICES PROJ. MANAGER: NA DEPARTMENT DESIGNED BY: iv DRAWN BY: iv CHECKED BY: NA BLDG2024-0804 SCALE: AS SHOWN DATE: REV. SHEET APPROVAL FOR CONSTRUCTION 8/23/2024 6 of 8 CITY OF EDMONDS 11 SHEET NUMBER DATE: _ 09/05/2024 BY: _ C09 CITY ENGINEERING DIVISION k A o f- r_ C C r+ LJ ■ ■ ■/ ■7 WE 0 0 N N x 0 0 (� co o❑ v; ❑ z LU Q J 0- J J >> W UI z ❑z .. z ow 2 N ❑ cn LU � �Iw �w w J J az ❑z _o CD M rr D, >z_ U) Qz oLU � cD � �a ❑Q U� ❑❑ zz O0 ❑❑ W W z ory, LU _o Y M d z W w N U7 I_ F U w W o = C6U) c o d N o N � N N � O N N 0 N M LU N �w U � Q Q in ❑ LU )U) °�C2 d W p ❑ ❑ N ryQo x UQ> z U N z W m O m U) 7iww 7)LL> z- _j 0o ❑cf)� U _3 Q ilm um 3M sm MM 1m *CURB RAMP SUBJECT TO TRANSPORTATION ENGINEER'S REIVEW TO FOLLOW \ EX FL 51.60 EX FL 51.59 clsd TOC 51..66 . EX FL 51.68 O8d TOC 51.73 a 1 g6°l° 5.59, x , o 1.74°° 7.84% O 0 4.02, J 0 2.60' Q O O O zn pia ��a co Q -o / � ' Q . Q % 7.94% 4.01' 2.53' a FG 51.83 FG 51.77 G 51.97 EX FL 51.68 ,3 ° w �� EX TOC 52.01 688 ° w / EG 52.25 w\EG 52.21 / a FG 52.11 w EG 52.28 CURB RAMP DETAIL M 1" = 5' C06 1/2" FULL DEPTH EXPANSION 10 JOINT DUMMY JOINT d a a d a a a d a a d a a a v a' d d a a o Zl 10' O.C. 5' O.C. PLAN VIEW (NOT TO SCALE) 1' 5' MIN MIN. 2% MAX CURB/GUTTER FULL DEPTH 1/2" EXPANSION JOINT MATERIAL 0P�� SEE COE STD ?1i DTL TR-520 - 2� MAX �2. % /2„ R a d d 1/2" R a a d . a° a° a° 2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 & 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1 /8" TO 1 /4" 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 3. FINISH SHALL BE LIGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS REVISION DATE CITY OF EDMONDS APRIL 2021 CONCRETE SIDEWALK �� PUBLIC WORKS STANDARD DEPARTMENT DETAIL Lm FS t . 18 g ' APPROVED BY: R. ENGLISH T R - 5 31 iiiiiiiiiiiiiiim CONCRETE SIDEWALK PER CITY OF EDMONDS STANDARD DETAIL TR-531 F2 T 5R 31 �O6 rr TRANSITION 5 DRIVEWAY WIDTH O STANDARD 1/2" PANEL FULL 1 1 DEPTH CONCRETE EXPANSIONJOINT S DEWA K Q (TYP) SEE COE STD O DTL TR-531 =w V) 2 z_ OafN� 3 > I o Q CONCRETE i I Q I �CONCRETE/ y Q CONCRETE CURB DRIVEWAY APPROACH AND GUTTER, SEE 3 SIDE SLOPE (TYP) FLOWLINE O8 COE STD DTL SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES DRIVEWAY APPROACH WIDTH VARIES O 5' MIN 8'-12' 2' MIN 7 SAWCUT Og 8 % V� _2% MAX SLOPE r� ROUNDING a \ 6" CONCRETE DRIVEWAY APPROACH 2" 5/8" MINUS CSTC COMPACTED SUBGRADE 10 SECTION A -A NOTES: O1 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2 CONCRETE SHALL BE CLASS 3000. 3 FINISH SHALL BE LIGHT BROOM. O4 FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20', EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. O7 FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. O8 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE DRIVEWAY APPROACH JANUARY 2018 CITY OF EDMONDS TYPE III STANDARD PUBLIC WORKS DEPARTMENT DETAIL FSt 18g� TR-543 APPROVED BY: R. ENGLISH DRIVEWAY APPROACH TYPE 1 TR 54 PER CITY OF EDMONDS STANDARD DETAIL TR-543 t3'-5/8" NOTES: f3'-1 /8" 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 00 00 BE NO GREATER THAN 1/2" IN - DIAMETER. I I o000 0000 4. WITH ELONGATED OPENINGS, LONG 00O 0 O °0 DIMENSIONS SHOULD BE O O OoO OoO 0 0 PERPENDICULAR TO THE DOMINANT O 0 0� ZOO oO� �� O� DIRECTION OF TRAVEL. O� O�o �D�� DD�ODDOO 5 ANDTSHALL �� BARRIER BE SMADE OF 24" DEEP OOO oO�DDO��DOoOOOO� BIO-BARRIER TRIFLURALIN, AS ROOT OOOO �00000 ooOoOO ODOO CONTROL CHEMICAL OR APPROVED EQUAL. 6. BACKFILL SOIL FINAL GRADE SHALL NOT BE HIGHER THAN THE TREE ADA STANDARD ROOT FLARE. ROOT FLARE SHALL BE TREE GRATE SET 3" BELOW THE TOP OF GRATE. SEE NOTES 1 4 DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) FINISH GRADE CONCRETE PAVEMENT l - j FINISH GRADE CONCRETE PAVEMENT 24" DEPTH APPROVED ROOT BARRIER MATERIAL WRAPPED ENTIRELY AROUND SIDES OF PLANT PIT. SEE NOTE 5. Ir3" SEE NOTE 6 ;�A//�A// ✓� � COMPACT SUBGRADE ///� \//\\/ '` % TO 95% (TYP) /\\\�\O/. BACKFILL SOIL \\i�/�\\r��\�� 12" DEPTH LIGHTLY COMPACTED IF HARDPAN, NATIVE SOIL MUST BE SCARIFIED 3-WAY PLANTING SOIL REMOVE ROOT BALL WRAP OR WIRE BASKET `St. 18y� CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TREE GRATE APPROVED BY: R. ENGLISH TREE GRATE T 5R 51 PER CITY OF EDMONDS STANDARD DETAIL TR-551 �06 n REVISION DATE APRIL 2019 STANDARD DETAIL TR-551 6 1/2" R =1/2"-N,'� 5 1/2„ 1" R=1 " d a d 0.05 FT/FT a d ° a_X � a R-1 /2„ a 2' MINIMUM SAWCUT SEE NOTE 10 HMA DEPTH SHALL BE 4" FOR RESIDENTIAL ROADS AND 6" FOR ARTERIALS AND COLLECTORS ----SEE NOTE 12 2" OF 5/8"--- 18" STANDARD 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 (NOT TO SCALE) NOTES: 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 VERTICAL APRIL 2021 -C CITY OF EDMONDS CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL FS t . 18 9� APPROVED BY: R. ENGLISH T R - 5 2 0 PER COE STANDARD PLAN TR-520 \'C c O O O 0 3')c , 8 SIDEWALK ® c N o 20t O $ . /� ANCHOR SQUARE 2.5"x2.5" OD \j c \\j/\ N �/ \ ° \\� 2 CUBIC FT CONCRETE SQUARE METAL POST `St. 181 � NOTES: SIGN POST: 0 SIGN POST SHALL BE 2"x2" SQUARE STEEL POSTS, MINIMUM 14 GAUGE, WITH 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH FOUR SIDES COMPLYING W/ ASTM SPEC A653 AND BE HOT DIPPED GALVANIZED. O2 ANCHOR SHALL BE 2.25"x2.25" OD SQUARE STEEL, MINIMUM 14 GAUGE WITH 7/16" DIE PUNCHED KNOCKOUTS ON 1" CENTER COMPLYING WITH ASTM SPEC. A653 AND BE HOT DIPPED GALVANIZED. ANCHOR SHALL HAVE MINIMUM OF 3 HOLES ABOVE GRADE. O3 ANCHOR SHALL HAVE TAPE INSTALLED ON BOTTOM AS WELL AS ALL SIDES TO KEEP INSIDE CLEAR OF ALL MATERIAL. O4 FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIA HOLE. ANCHOR LENGTH SHALL BE 12". O INSTALL TWO DRIVE RIVETS ZUMAR INDUSTRIES #TL3806 OR EQUIVALENT O INSTALL TWO CORNER BOLTS AND NUTS ZUMAR INDUSTRIES #TL070 OR EQUIVALENT SIGN INSTALLATION: SEE TRAFFIC STREET SIGN DETAIL TR-575 FOR GUIDANCE ON SIGN INSTALLATIONS. REVISION DATE CITY OF EDMONDS SIGN POST INSTALLATION FEBRUARY 2018 IN SIDEWALK AREA PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R- 5 7 2 SIGNPOST INSTALLATION SIDEWALK AREA TR 572 PER CITY OF EDMONDS STANDARD DETAIL TR-572 CO6 r_ NA i Ai N *kk M *k � z Y ILL Z Z W W z W Itmco ILL < 0 Qo06w Q J = Uj 1 00 0�� U U U Z Z Z = O w z� QQ 0 z d J O w z U z O 000 ¢OoJz w�UUU 0a0I 0 00 w 0�� omoQ c=c= wUUU wwzzU_ O Lu F- ILL] ILL] LU LU LU LL1 ? J a-U a- a- aa- a- a- Qw (n (n zz Cn z cn z cn z (n z In < U) c) Luw>z 00 0000 Q J w> - cncn c�FJ5w0 ww=z� _ J W W W W W - U O LU Q�0C) p 2 w w Z Z m z z z z J Q O O � � 2 U Q Q O CD CD N N w \ CD oCD N N Co t Q 0 N M co o 0 co 0 N C 0 W z ©® J a LU L N_ EE z N U 00 CDO >CD CD� cli ri c LqL oo CD N N MR 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) Pg J. AQF o\' OF D^ii net Olas `�- ander f � �0� 4,2 92 4 ASS ONAL TOC' BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. z Ew00 cna� > Z - >CN >Q 0� Cr) = a, LLI J F- wrn >_Q w� Q p o CD 00 w p Z 6 cn J W p 0" m _ 0-) Q w W M p LU mVA U LU RESUB 0 D_ Aug 23 2024 PROJ. MANAGER: NA CITY OF EDMONDS DEVELOPMENT SERVICES DESIGNED BY: iv DEPARTMENT DRAWN BY: iv CHECKED BY: NA BLDG2024-0804 SCALE: AS SHOWN DATE: REV. SHEET APPROVAL FOR CONSTRUCTION 8/23/2024 6 10 8 CITY OF EDMONDS 11 SHEET NUMBER DATE: BY: \X�a 09/05/2024 clo CITY ENGINEERING DIVISION A o f- r_ C C r+ u i i v W 0 0 N N x 0 0 (� co o❑ zLU Q J J J J > LL UI z ❑z .. z ow �N U) LU w� Iw �, w w� az ❑Z o _cD M 69 Z U) QZ oW � cD � ❑Q zz 00 ❑❑ wW w� Z ❑ LU CD c� U d z wW N cf) __ U W W 0 2 C6U) oa N o� N O N N N � N N 0 Nm LU N �LU U � ?a cn ❑ �LU )U) °�c� �Wo ❑ ❑ N ryQo x U)Q> Z U N 5-:z wm0 m � �wELL, > zo❑ LU _j 0 2 ❑cf)� U _3 Q ilm om 3m sm 2-1- 10' I 30' I 10' CENTERLINE AND LANE LINE YELLOW - CENTERLINE 10 30 10 2 I I �� I YELLOW NO -PASS LINE AND TWO-WAY LEFT -TURN CENTERLINE YELLOW L FOG LINE WHITE - SEE NOTE 1 YELLOW - DOUBLE CENTERLINE DOUBLE CENTERLINE AND DOUBLE LANE LINE NOTES: 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. -; .CITY OF EDMONDS ROADWAY MARKINGS PAVEMENT ON LOCAL REVISION DATE JANUARY 2018 STANDARD DETAIL - PUBLIC WORKS DEPARTMENT STREETS Est 189� TR-560 APPROVED BY: R. ENGLISH ROADWAY PAVEMENT MARKINGS ON 7k-5E LOCAL STREETS C06 PER CITY OF EDMONDS STANDARD PLAN TR-560 1' MIN (TYP.) 5' (MIN) 18 18' (SEE NOTE 7) WIDTH VARIES (SEE NOTE 6) WIDTH VARIES (SEE NOTE 6) CURB/GUTTER (SEE NOTE 8) 2% 2% CRUSHED SURFACE BASE COURSE PER WSDOT STD SPEC 9-03.9(3) (SEE NOTE 1) HMA CLASS 1/2" PG 58H-22 (SEE NOTES 2 & 3) NOTES: 1. CSBC DEPTH SHALL BE A MINIMUM OF 6" THICK, AND ACHIEVE 95% MINIMUM COMPACTION PER ASTM D 1557. 2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK, AND ACHIEVE 91 % MINIMUM COMPACTION. 3. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. 4. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 5. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMLY SEALED PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A. 6. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF STREET STANDARDS FOR RIGHT-OF-WAY AND PAVEMENT WIDTHS. 7. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE SIDEWALK STANDARDS AND CITY STANDARD CONCRETE SIDEWALK DETAIL TR-531 FOR SIDEWALK REQUIREMENTS. 8. REFER TO CITY STANDARD CURB AND GUTTER DETAIL TR-520. REVISION DATE CITY OF EDMONDS APRIL 2021 m PUBLIC STREET PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R - 5 0 5 PUBLIC STREET N *kk M *k � Y z H W 0 Q D _ Z Z W W Z W 4Loco w 2 Q 0 Qp06w Q J = c� ��z�w 1 00 01 PP wwzm� U U U Z z z = O w CONTROL PANEL TO BE QQ QwwU QUz� MOUNTED ON as o 0-000 Qoz0z ADJACENT UNIT �� W� U U U 0 a- 0 00 w o�� ¢�oQ ` wzz0 CONNECT LIFT CABLE czcco cco000 U_ww�� TO SS HOOK/BRACKET ww wwww °?�J� W W a W W W D-UOQw RIMELEVPERPLAN cncn ZZ U)�U)cn z z z z o<cooU Ui0:50z SS STRAP/SUPPORT o0 cncn 000o c�c�c)cn QJLLIp_ ww=z_j D_ ~ AS NECESSARY » » » U �OS SST EXTENSION HANDLE REQUIRED U°tSmH m o o 0 FOR DISCHARGE DEPTHS 2'-0" OR z z m z z z z J o� Q ., e. ,; . :,:. ' ', -:. ' . :�':. °.:• ,., .. :: ' .. �. : °:. " °. • ' = .:-..:'..:., '. :: •;. GREATER FROM TOP OF BASIN ° 2 C\j co SST EXTENSION BRACE REQUIRED oN oN w N N 0 CD • . CN FOR USE WITH EXTENSION HANDLE o o o M N OS BRASS GATE VALVE O 04 o co C)� 00 Q UU a CPL ©®z J Q .' Lo LU I- N_ E FLEX COUPLING z N 00 CD O > CD d� CD DETENTION VAULT WITH SUMP. SEE 1211 Q co Q ch ch C � N a SHEET C04 FOR VAULT DEPTHS AND � co STRUCTURAL PLANS FOR VAULT o o CN DETAILS PVC BALL CHECK o_ w VALVE W/ CLEANOUT ' POWER/CONTROL • PVC UNION 3 CABLES <. PVC FLEXPIPE INLET PIPE DIAMETER & INVERTS STORMWATER PUMP SHALL BE PER PLAN "LIBERTY PUMP, 1/2 HORSEPOWER SS LIFT CABLE XFL50 SERIES" OR APPROVED EQUAL FOOTING DRAIN PUMP SHALL BE "LIBERTY PUMP, 1/3 HORSEPOWER SPAC-237" OR APPROVED EQUAL PER CITY OF EDMONDS STANDARD PLAN TR-505 w 6" CONCRETE BLOCK STORMWATER PUMP SPECIFICATIONS FOOTING DRAIN PUMP SPECIFICATIONS PUMP GENERAL NOTES: 8. A FORCE -LINE PIPE MAY NOT CONNECT DIRECTLY TO A PUBLIC MAIN. PRIOR TO CONNECTING TO THE SUBMERSIBLE STORMWATER SUBMERSIBLE STORMWATER 1. IF A PUMP IS REQUIRED TO CONNECT THE SIDE PUBLIC MAIN OR ENCROACHING ON THE PUBLIC GENERAL DESCRIPTION GENERAL DESCRIPTION PLACE, THE FORCE -LINE SHALL DISCHARGE INTO A EJECTOR PUMP EJECTOR PUMP SEWER FORCE LINE TO A SIDE SEWER OR PUBLIC STANDARD, GRAVITY -FLOW SECTION OF PIPE 9.18 GPM @ 13.85' TDH (BASED ON 5 GPM @ 8.0' TDH (BASED ON FORCE MAIN, THE PERMITTEE SHALL ATTACH A COPY OF 5 FORCE MAIN DIAM. AND LENGTH MAIN DIAM. AND LENGTH PER PLAN THE PUMP MANUFACTURER'S SPECIFICATIONS TO 9• FORCE -LINE SECTIONS OF PIPE ARE REQUIRED TO DESIGN FLOW &TDH PER PLAN DOUBLED TO ACCOUNT DESIGN FLOW &TDH DOUBLED TO ACCOUNT FOR MINOR THE SIDE SEWER PERMIT APPLICATION. THE PUMP HAVE "PIG PORTS" FOR THE FOLLOWING TWO FOR MINOR LOSSES) LOSSES) SPECIFICATIONS SHALL INCLUDE GALLONS PER CONDITIONS: A. A MAXIMUM OF 100 FOOT MINUTE (GPM) AND THE TOTAL SYSTEM HEAD INTERVALS; AND B. WHEREVER FITTING BENDS MINIMUM SOLIDS HANDLING 3/4" MIN MINIMUM SOLIDS HANDLING 3/4" MIN (STATIC HEAD AND DYNAMIC HEAD). TOTAL 1350. PER MANUFACTURER'S PER MANUFACTURER'S PUMP EFFICIENCY RECOMMENDATIONS OPERATING PUMP EFFICIENCY RECOMMENDATIONS OPERATING 2. PUMPS SHALL BE SPECIFICALLY DESIGNED FOR THE 10. THE FORCE -LINE PIPE LOCATED OUTSIDE THE 0. RANGE RANGE APPLICABLE USE (E.G., DRAINAGE DISCHARGES OR BUILDING SHALL BE PRESSURE TESTED WASTEWATER DISCHARGES) USING THE PUMPMANUFACTURER'S PUMP ELECTRICAL SINGLE PHASE PUMP ELECTRICAL SINGLE PHASE RECOMMENDED OPERATING 11. THE PUMP SHALL BE INSTALLED IN A CHAMBER PUMP CONTROLS PER MANUFACTURER'S PUMP CONTROLS PER MANUFACTURER'S GUIDELINES. THAT IS READILY SERVICEABLE. THE TANK SHALL BE RECOMMENDATIONS RECOMMENDATIONS MADE OF NON -POROUS, NON -CORROSIVE, PUMP MOUNTING & DISCHARGE PER MANUFACTURER'S PUMP MOUNTING & DISCHARGE PER MANUFACTURER'S 3. NO MORE THAN ONE PROPERTY SHALL BE CONNECTED TO ANY PUMP SYSTEM, INCLUDING THE STRUCTURALLY SOUND MATERIAL SUCH AS RECOMMENDATIONS RECOMMENDATIONS PLASTIC, FIBERGLASS, STAINLESS STEEL, OR PER MANUFACTURER'S PER MANUFACTURER'S FORCE -LINE. CONCRETE. IF A CONCRETE TANK IS USED, A DISCHARGE MANIFOLD RECOMMENDATIONS DISCHARGE MANIFOLD RECOMMENDATIONS FIBERGLASS REINFORCED PLASTIC OF 4. SEPARATE PUMP SYSTEMS (WET WELLS, PUMPS, POLYURETHANE HYBRID POLYMER RESIN OR 2" (USED FOR TDH CALCS. CAN USE 2" (USED FOR TDH CALCS. CAN USE ETC) ARE REQUIRED FOR DRAINAGE AND FORCE MAIN & FITTINGS 2" MIN UP TO 4" MAX BUT REQUIRES FORCE MAIN & FITTINGS 2" MIN UP TO 4" MAX BUT REQUIRES WASTEWATER APPLICATIONS, IF PUMPING IS EQUIVALENT SHALL BE INSTALLED IN THE RECALCULATION OF TDH) RECALCULATION OF TDH) REQUIRED OR PROPOSED. CONCRETE CHAMBER. THE LINER MAY BE CAST INTEGRAL WITH THE PRECASTING OF THE CONTROL/FLOAT SPECIFICATIONS PER MANUFACTURER'S CONTROL/FLOAT SPECIFICATIONS PER MANUFACTURER'S 5. A DUPLEX PUMP SYSTEM IS REQUIRED. MAINTENANCE HOLE OR FIELD ASSEMBLED AND RECOMMENDATIONS RECOMMENDATIONS SEALED IN THE PRECAST CONCRETE SECTIONS. 6. PROJECTS WHICH PROPOSE PUMP SYSTEMS AND 12. PUMP SYSTEMS SHALL BE DESIGNED AND NOTES: NOTES: ARE LOCATED WITHIN A DESIGNATED GEOLOGIC INSTALLED TO PROVIDE EASY ACCESS FROM THE HAZARD AREA MAY BE SUBJECT TO ADDITIONAL GROUND SURFACE TO ALL MECHANICAL AND 1. THESE SPECIFICATIONS ARE SCHEMATIC IN NATURE AND SHALL BE 1. THESE SPECIFICATIONS ARE SCHEMATIC IN NATURE AND SHALL BE SIDE SEWER AND GEOTECHNICAL REQUIREMENTS CONFIRMED BY THE SUPPLIER AND CONTRACTOR. CONFIRMED BY THE SUPPLIER AND CONTRACTOR. PER SDCI. ELECTRICAL DEVICES. 2. PUMP FLOATS/CONTROLS AND DISCHARGE VALVES SHALL BE FIELD 2. PUMP FLOATS/CONTROLS AND DISCHARGE VALVES SHALL BE FIELD 13. AN AUDIBLE ALARM SYSTEM IS RECOMMENDED FOR 7 TESTED AND ADJUSTED TO ACHIEVE DESIGN FLOW AND OPTIMUM PUMP TESTED AND ADJUSTED TO ACHIEVE DESIGN FLOW AND OPTIMUM PUMP 7. THE DISCHARGE PIPE (FORCE -LINE) SHALL HAVE A PUMP SYSTEMS. CYCLE TIMES PER MANUFACTURER'S RECOMMENDATIONS. CYCLE TIMES PER MANUFACTURER'S RECOMMENDATIONS. NON -CORROSIVE CHECK -VALVE, A "QUICK -RELEASE" 3. DUPLEX PUMP STATION REQUIRED. 3. DUPLEX PUMP STATION REQUIRED. CONNECTOR/FITTING AND ANON -CORROSIVE 14. AN ELECTRICAL PERMIT IS REQUIRED FOR AN GATE -VALVE TO FACILITATE PUMP REMOVAL. THE ELECTRICAL HOOKUP OF A PUMP IF A NEW CIRCUIT 4. BACKUP POWER (GENERATOR) AT OWNER'S DISCRETION. DCG 4. BACKUP POWER (GENERATOR) AT OWNER'S DISCRETION. DCG PIPE SHALL HAVE A MINIMUM INSIDE DIAMETER OF IS REQUIRED FOR THE PUMP. RECOMMENDS AN AUTOMATIC BACKUP GENERATOR IF PUMP FAILURE AS RECOMMENDS AN AUTOMATIC BACKUP GENERATOR IF PUMP FAILURE AS TWO -INCHES FOR INJECTOR PUMPS, ONE -AND -ONE A RESULT OF LOSS OF POWER WOULD RESULT IN FLOODING UNITS OR A RESULT OF LOSS OF POWER WOULD RESULT IN FLOODING UNITS OR QUARTER -INCHES FOR GRINDER PUMPS, OR 15. PUMPS LOCATED WITHIN A BUILDING ARE SUBJECT OCCUPIED SPACES OR PROPERTY DAMAGE. OCCUPIED SPACES OR PROPERTY DAMAGE. THREE -INCHES FOR DUPLEX PUMP SYSTEMS, OR TO CITY OF EDMONDS - SNOHOMISH COUNTY No 5. PUMP TYPE AND AVAILABILITY SHALL BE VERIFIED BY CONTRACTOR 5. PUMP TYPE AND AVAILABILITY SHALL BE VERIFIED BY CONTRACTOR PER MANUFACTURER RECOMMENDATIONS. THE DEPARTMENT OF PUBLIC HEALTH INSPECTION. THROUGH SUPPLIER PRIOR TO INSTALLING FORCE MAIN. ADDITIONALLY, THROUGH SUPPLIER PRIOR TO INSTALLING FORCE MAIN. ADDITIONALLY, DISCHARGE FORCE LINE SHALL BE PVC SCHEDULE CONTRACTOR SHALL VERIFY PUMP CAN UTILIZE SINGLE PHASE POWER CONTRACTOR SHALL VERIFY PUMP CAN UTILIZE SINGLE PHASE POWER 40 OR SCHEDULE 80 OR DUCTILE IRON OR AS VERSUS REQUIRING THREE PHASE POWER SOURCE. VERSUS REQUIRING THREE PHASE POWER SOURCE. APPROVED BY THE SITE INSPECTOR. IIIIIIIIIIIIIIIIIIII0 Li A Pz A rl A n A F= DUPLEX PUMP STATION W NTS CO P: A r_ ANA i 3' MINIMUM • E , . 4 •, PVC DISCONNECT UNION AND ADAPTER/TRANSITION FITTINGS AS NECESSARY 6" CONCRETE BLOCK STORMWATER PUMP DUPLEX SYSTEM REQUIRED 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) � �P-5 3. A�F� OF WAS/y�� \V �P Digits ed cl Nich'o ander e: °c 4.0 . 469 Tess � N T 00 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. FLEX COUPLING cn O J CDco w W m � W o ° CPL Q Q A. Q Z U) I❑ J O ... W L�J Q U) � . .. CPL Z co J Q O Z I- o ��Q �p cn 4 :. A Im � W M Q W . :a. _ W W ^� a_ FLEX COUPLING FORCE MAINS PER PLAN w w z 0 O O a_ PROJ. MANAGER: NA DESIGNED BY: iv DRAWN BY: iv CHECKED BY: NA BLDG2024-0804 SCALE: AS SHOWN RES U B DATE: REV. SHEET APPROVAL FOR CONSTRUCTION 11 8 Aug 23 2024 CITY OF EDMONDS 8/23/2024 6 OF - 11 CITY OF EDMONDS SHEET NUMBER DEVELOPMENT SERVICES DEPARTMENT DATE 09/05/2024 BY: c 11 CITY ENGINEERING DIVISION i BUILT engineering a 00 00 x M c CD ca TOP LID REINFORCEMENT (PLAN VIEW) — �V��V��A,� II II II II 8° II II s'-4p II II II II II II II II II II 8n 4'-0" 8" VAULT SECTION AND TYPICAL REINFORCEMENT 8° (2) LAYERS OF #5 @ 12"oc EACH WAY AT VAULT LID. PROVIDE (2) #5 BARS AT EDGES OF TANK ACCESS OPENINGS AS SHOWN. SEE SECTION DRAWING FOR MORE INFORMATION. #5 SQUARE HOOP AT OPENINGS ORIENTED 45 DEGREES TO REBAR GRID 2'-0" DIAMETER TANK ACCESS OPENINGS WITH PRE -MANUFACTURED RISERS BY OTHERS. SEE CIVIL DRAWINGS FOR OPENING LOCATION DIMENSIONS AND OTHER INFORMATION 3/4" = 1'-0" CORNER BARS AT TOP REBAR GRID, AND ELSEWHERE WHERE REQUIRED. LAP 2'-0". BAR TO MATCH LARGER OF CONNECTED BARS. #4 @ 12"oc EACH WAY (CENTERED) AT 8" WALLS AND BOTTOM 3/4" = 1'—Opp 2 3 ►❑ a I. I GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2021 EDITION), & EDMONDS BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. 2. DESIGN LOADING CRITERIA: LIVE LOAD (YARDS SUBJECT TO TRUCKING). . . . . . 250 PSF/ 8000 LB WHEEL LOAD LOAD COMBINATIONS: ASCE 7-16 2.3. 1 ( STRENGTH DESIGN) 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. GEOTECHNICAL 7. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE . . . . . . . . . . 2,000 PSF LATERAL EARTH PRESSURE . . . . . . . . . . . 35 PCF DETENTION VAULT PLAN V1.0 scale: 1/4" = 1'-0" CONCRETE 8. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- MENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 9. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 10. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318 02. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2' 0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' 0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 11. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2" ,- 8/17/2024 - REVIEWED BY CG ,. ENGINEERING (PEER REVIEW). ,. BASED ON THE INFORMATION ,. REVIEWED, CG ENGINEERING y RECOMMENDS APPROVAL OF THE STORMWATER DETENTION VAULT. BLD2024-0804 BUILT e n g i n e e r i n g Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect Citizen Design 10 Dravus St Seattle, WA 98312 Project 310 Daley Townhomes 310 Daley Street Edmonds, WA 98020 Issue Date Issue Description 6/10/24 Permit Set 7/19/24 Permit Revisions Building Department Approval RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title DETENTION VAULT STRUCTURAL DETAILS Drawing Number V100 (A W O z O H w J Q O M