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REV1 APPROVED STM ENG RESUB3 BLD2022-1324+Civil_Plan+1.22.2025_3.03.03_PM+4723887CITY OF EDMONDS GENERAL NOTES GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. Know whatys below. Call 811 before you 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM 200 CUSHION AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. CITY OF EDMONDS CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWQ.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 ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE PER CITY STANDARD DETAIL SD-642 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. �©l7 � ee�o 6 �`�e of� �C■■ cooa�II'��� n �o 0o ��lo� 211 � s�o GGG e61� 0� ��i d1�Y 9u o;oG17GG9 -11] u 50 eoe7 r coon© =i r�■ �Q�� ��LG�if111� o� oil �i • Li acoo9�i �.�'�i � �����r�i 0 '��'i;YQ��I�d L7� � A �. < ,=111111C en ri o bra v�Q�� M GG�a 0 e�� ::; r,. ti�r�i 0� 10� Go p o CCC70� �i�il�c�i a� �333 sp INN LE 0 MEMMI =11MI =�o�e0 v ��� 7�� ra e�o�o� �� ooc� a °o VICINITY MAP 1" Z 1500' COMPLIES WITH APPLICABLE CITY STORMWATER CODE 02/03/2025 C1 C2 C3 C4 C5 C6 TABLE OF CONTENTS COVER SHEET/ NOTES TESL/ DEMO/ CSWPPP DRAINAGE SITE PLAN FRONTAGE PLAN NOTES AND DETAILS HAUL ROUTE APPROVED FOR CONSTRUCTION CITY OF EDMONDS BLD2022-1324 ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: Jdl WgAtn,ane 01/31/2025 VV CITY ENGINEERING DIVISION Haider Residence Site Address: 915 Brookmere St Jurisdiction: Edmonds Parcel No.: 00548900000302 Applicant: Ron and Maureen Haider Permit No.: BLD2022-1324 Interlaken Project No.: SEA-22-076 - - 5 = �. Interlaken Engineering and Design, PLLC Seattle, WA 1 (206) 470-9572 www.interlakenengineering.com �� )ACOgh,� ��' oFWAsHiiy �'i �� c 2 � T �0 55763 ��� ��`SS�0 ALEN�\� Revisions: REVI RE Jan 2 CITYOFE C ove r S h eet DEVELOPME DEPAR 2025-01-17: Redesign for City of Edmonds comments Dec 20 2024 2024-12-06: Redesign for City of Edmonds comments Nov 22 2024 2024-10-3 1: Redesign for City of Edmonds comments dated Oct 2 2024 condi ions pre enti n d spe dispersion 2023-07-28: Updated for City of Edmonds comments dated June 8 2023 Scale: As Noted il0N i 6 025 HU L� W:�1021n►INX6010 e�1111 TO BE REMOVED SILT FENCE AND HI —VIZ LIMIT OF WORK FENCE PER CITY OF EDMONDS ER-900 I 0 - � 0 0 � e wuUU tENGc -�-E1vc.t --------------------------- Iv CONC GO: Cj ° ONE—STORY GAR E LEANING 4 ALL DISTURBED AREAS TO BE COMPOST AMENDED PER SWMMWW BMP T5.13 / o FINISH FLOOR LEV=112.2' dd.a 915 �... 1 v a O�CONC WALK- dIA l ;�< ONE—STORY HOUSE, a d I I FINISH FLOOR ELEV=111.6' / al cl Lw 1 \� --- ------------ ------------- - 1 �-J --------------I- "- Q) ASPHALT \ I DHA 3173-20 \ I W HUB & TACK I N 302439.656 E 1263801.536 EL 109.03'���, No 8 C30 AppROX _� I \ / IE N i116. (4"PVC 0 RS. - - / —SS -A--- ---OX. a---LOC 6" b--- --- IE S 916 5 (6'PVC) IE S 1 .0 (8"PVC) BOT 116.0_____ i DHA,3173-19 48 I - SOUTH INE rR T 3 TE M P-0 R A R Y STOCKPILE TO--R 12639 —_---_ —------------- ----- ---- — C7T6. G�\ VEL = H LINE --__ C 0 VE R E D WITH IN -- -4-1-s------------ ��. TRACL4___ ----------- ____r-___y____r-___►- ________________t---- --- -- ___---- r____Y____Y____r____ -------------- _r____Y____Y____y____y____r__ _ _ ____v____r_ry____r__1 r_-V__--y__--y_ _ 4"Cl — PRD (NOT PAINTED) _ .. ---v- y----•----•---- v----r---- ---- v----v----r--------r----r----r----r----r- _ s__r____r____r____r____v___--- y____r____r____r____w____v---- r____---- r---- v____r_-_ __-_ _ w---- y---- r____r____v____r____r____r____r____r---- r____v_ --------------- w �------- O STREET � _.-�_--�__-� '� = 0 PROTECT EXISTING CATCH BASINS °--------_ PROTECT EXISTING CATCH BASINS:= PER CITY OF EDMONDS ER-902 °�, 0 No. 8 CB 6, PER CITY OF EDMONDS ER-902 VC) 1 RIM 114.5 V ASPHALT ROAD i IE E 111.8 (12'PVC) 0 i IE W 111.5 (12'PVC) I I BOT 110.1 I --- --- -- --- --- ---- --- ---- --- ---- --- ---- --------®----- �.°'' m-- -� --- -- I ' ` --- ---,� -- .� a - ---.-� - -- — ; ---------- --- �-- -ID- �----®----¢---®-------m----�---® ---�-gym-- ___ ___n- --- -___r�___ CONNECTION POINT SSCO 'or, UNKNOWN ASPHAL T — � PEAL T ASPHALT HEDGE DRIVE DRIVE CONSTRUCTION ENTRANCE PER CITY OF EDMONDS ER-901 INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO 120 i 1 i APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL Feet OTHER MEASURED THAT MAY BE REQUIRED DURING CONSTRUCTION a r----r----y---- ---- r----w- SEE C 1 FOR NOTES AND CONSTRUCTION SEQUENCE SEE C3 FOR DRAINAGE SITE PLAN APPROVED FOR CONSTRUCTION CITY OF EDMONDS BLD2022-1324 ENGINEERING DIVISION DATE: APPROVED AS NOTED jd] t#44trt tvf,¢. 01 /31 /2025 VV BY: CITY ENGINEERING DIVISION Haider Residence Site Address: 915 Brookmere St Jurisdiction: Edmonds Parcel No.:00548900000302 Applicant: Ron and Maureen Haider Permit No.: BLD2022-1324 Interlaken Project No.: SEA-22-076 -- — �7 Interlaken Engineering and Design, PLLC Seattle, WA 1(206) 470-9572 www.interlakenengineering.com ���N� wa�gyq �� �o W /1 pi2 �� CO✓ ' �Z 00 55763 � FGISTERE �� �FSS�0 ALENG Revisions: REV R E Jan 2 E T E S C/ Demo/ C SV E AR 2025-01-17: Redesign for City of Edmonds comments Dec 20 2024 2024-12-06: Redesign for City of Edmonds comments Nov 22 2024 2024-10-31: Redesign for City of Edmonds comments dated Oct 2 2024 2024-09-06: Redesign for field conditionspreventingg dispersion 2023-07-28: Updated for City of Edmonds comments dated June 8 2023 Scale: 1 �� = 10' ON B 3025 )M NDS T ERVICES PICP PERMEABLE PAVERS PER COE BMP T5.15 (TYP.) 4 PICP PERMEABLE PAVERS (E) NON CONFG ,OVERED PE�H 0INV• 110.10 INV.= 112.50 PER OE BMP T51(TYP. SETBACrOIN WALKWAY TO REMAIN tiO� � TRENCH DRAIN DOWNSPOUT a 8 L RIM = 114.65 RIM = 109.00 INV. = 114.15 INV. = 108.25 , 5 7 4 P V77 117.03' ONE-STORY GARAGE LEANING LaE� FINISH FLOOR ELEV=112.2' ® LAWN 0 � Q CONTRACTOR TO VERIFY l� j i i Of w w DEPTH O F SEWER WHEN I`� k STEP AS N E ED OR SLOPE PATH c N 10' SIDE YARD - � ....:.. .: � _ � CROSSING WITH WATER !0;, D ONE-STORY HOUSE , j (N) EAVE+ SETBACK l AND STORM UTILITIES v FINISH FLOOR ELEV=111.6' ° PAVER P/ GUTTER MAX PORCH CK WIDTH CONNECT WALL_ FOOTING ,=AVER PATIO � MAX EAVE WID H STONE 5 9' 4" PVC -� o o _F° _.° _. _ _ _ _ _ DRAINS TO STORM DRAINS ' @ 4.0� Fob .. STEP 0 LOW R DE CONNECT SFR ► � 114.68' F (E) 1-STORY L_ F -'° '68 -i DOWNSPOUT FOOTING DRAINS TIGHTLINE OUTLET RESIDENCE 915 BROOKMERE DR. TO CATCH BASIN I�j (E) FF ELEV. ±1 11.6' VIF RIM _ 110.50 DOWNSPOUT PROPO(E) 1-STORY RESIDENCE SED REMODEL AND ADDITION15' RIM = 117.40 NETWORK �� e` INV. - 106.98 RIM = 111.50 PARCEL # 00548900000302 LU I (N) ATTACH -STORY GARAGE INV. 116.40 t (N) SLOPED FF ELEV. w INV. = 108.31 EV. ±111.6' U ±1, a g w EXISTING WATER SERVICE CUT AT EXISTING METER. TO MATCH EXISTING 6 &114.68' FDA - METER REPLACED AND RELOCATED NEAR PROPERTY RIM = 108.95FT[�.o_F w LINE. TYPE "K" SOFT COPPER TUBING 1" WATER _ __ _ _as_o=_,�� INV. - 10 7. 0 � 'I 81 ' 4" P V� @ 8.6 � � _, _s_r-�,�s�s o= � �, JE �. - �s�=�s -,31 4 PVC 7. 8% MAX PORCTDE IDTh. METER WITH 12" COMBINATION SERVICE TO HOUSE I J PLANTE BOXES TRACER WIRE TO BE INSTALLED ON WATER SERVICE 3173-20 A i ASPN LT N J02439.656 i °- `°- ` NO DRY UTILITIES TO BE INSTALLED WITHIN 3' OF 4 � ° FoA � .01.0_ �( )U�� ,IN , L Fl- E 1263801.536 12' (DRAIN-3- EXISTINGI4 7��- 114:7 WATER SERVICE ! EL 109.03' AREA SANITARY SIDE J RIM = 111.50 SEWER TO BE RETAINED ,,- IN 111.00 AND REUSED CONTACT " Pv_c '-"�`� LAWr OWNSPOUT No. sCB1 �o - - 00/° TRENCH DRAIN I M = 114.80 RIM 118.37 ROX __��° - l N 116.E (4'PVC) � ENGINEERINGPERMITS@EDMONDSWA.GOV SSAPPROX. LOCss?PP- I RIM = 111.50 INV. - 114.00 I s 11s.s (s,PVC) - - = -- --T -R I 10' ANITARY o INV. = 111.00 I S 116.0 (8 PVC) + BOT 116.0 �. 150.01 11� --- --- F 0 0 G D R I N .. 4 .... EASEMMEEANTT C 0 N N E C T TO EXISTING I . . PROPOSED ELECTRICAL /� 11 ' ,. 31 3 19 AFN1747998 it ° G0 CTION TO STORM"' y���- - - CATCH BASIN �-�o J _ v DUNDE OUSE j A.MI.4G;NAIL TA - RIM = 103.29 ! DR IN W/ FITTING ""-- - __ a a.3014 .6 r1. . - - N N -� S T ---�- E:126 35,548 .... •.. C- R CA1 RILE "`'(3s INV.(E, 12") = 101.40OR DRIVEWAY TO TRANSITION ..a �' .. N� 12" SDCO +� �, -- -- EXISTING DRY UTILITIES TOA. + FROM PERMEABLE ---- w-----------------------t--------------------- --------- ---- ----.----.-__-t____t-___tRIM = 107.75 ____t____t-__ 4»Cl POT PA -- � ASPHALT I P H A L T _____W___- ___y____._ -- --- --- f�]�T1+4&P--&Lw-E-•.s,TQ--•pES-1-Q __G(�/•��) _ t y11■, T-TT-I TrF --t-t___N----y----t----t---_t---_t---_t---_t---_t---_t--__t----t----W--__t--_-t--------t----t----t_ i t ' STREET No. 8-631 W I No. 8-632 RIM 103.29 I SSCO SEE C1 FOR NOTES AND CB-1 lE S 101.4 (6'PVC) OOKMEREST r No. 8-633 RIM 117.3 ( ) CONSTRUCTION SEQUENCE RIM 102.54 /E S 101.4 (8'PVC) ' IE @ BEND 116.0 4 PVC CB-1 No. 8-634 lE E 100.3 (12'PVC) BOT 100.9 RIM 114.43 SEE C2 FOR TESL/ DEMO CSWPPP lE N 100.8 (6'PVC) I I CB -I lE N 100.4 (8'PVC) I lE E 111.8 (12'PVC) RIM 118.06 lE W 111.5 (12'P'PVC) EE 4 FOR FRONTAGE PLA N S C O lE W 100.2 (12'PVC) VC) lE N 116.2 (6 BOT 99.8 BOT 110.1 � � _ 54" TYPE 11 CAT BASIN QETENTION PIPE .� --tN-i>m R E L 1r 1- �'1i� -- ------m----a---m ------�---m---m----¢------�---- _-- --a - t t t tG Lt E� _¢C��_ S I 1 a-_6_51---a---m----�----¢---a-- - BOT '�4C3 I CONNECTION POINT PVC WITH 12APPROVED FOR CONSTRUCTION UNKNOWN 17' 12" DI @ 5.9% NEW TYPE I CATCH BASIN RIM = 110.45 IM = 112. 12" SUMP CITY OF EDMONDS 6 DIA RISER EL. = 106.20 TOP OF PIPE = 106.25 BLD2022-1324 HERRING BONE GRATE COVER INV. (N, IN, 4" PVC) = 106.15 INV. = 103.25 ENGINEERING DIVISION CONNECT TO EXISTING RIM = 106.98 BOTTOM OF PIPE = 103.25 DATE: APPROVED AS NOTED CATCH BASIN » INV. (S, OUT, 12" PVC) = 103.25 jd] U/40,y,ty,,Q, 01/31/2025 RIM = 102.54 INV. (N, 12) = 102.24 0.5" ORIFICE EL. = 102.50 PER COE ADDENDUM 6.3.1VV INV = 100.4 INV. (W, 12) = 102.00 BOTTOM OF CB = 100.50 BY. CITY ENGINEERING DIVISION NOTES: - IF CATCH BASIN RIM TO INVERT HEIGHT EXCEEDS 5' A TYPE II MANHOLE WILL BE REQUIRED FOOTING DRAINS SHALL BE PERFORATED PIPE ONLY AROUND HOUSE AND SOLID PIPE FOR CONVEYANCE. FOOTING DRAINS AND 0 20 ROOF DRAIN TIGHTLINES SHALL NOT TIE TOGETHER AT THE HOME. I 11 I Feet CONNECTION SHALL BE AT LEAST 10' AWAY FROM HOME. FOOTING DRAINS TO TIE INTO DETENTION AS SHOWN. DOWNSPOUT DOWNSPOUT RIM = 110.85 RIM = 113.25 Haider Residence Site Address: 915 Brookmere St Jurisdiction: Edmonds Parcel No.: 00548900000302 Applicant: Ron and Maureen Haider Permit No.: BLD2022-1324 Interlaken Project No.: SEA-22-076 -- - i _T Interlaken Engineering and Design, PLLC Seattle, WA 1 (206) 470-9572 www.interlakenengineering.com ���� oFWA°gtiq� .- N� �� �0 55763 � ��SSGISTEik�ONALENG\� Revisions: REVI RE Jan 2 Drainage Site PIla16YOPE OPME DEPAR 2025-01-17: Redesign for city of Edmonds comments Dec 20 2024 2024-12-06: Redesign for City of Edmonds comments Nov 22 2024 2024-10-31: Redesign for City of Edmonds comments dated Oct 2 2024 reveRedesigng for dispersion co dloo9 s preventing 2023-07-28: Updated for City of Edmonds comments dated June 8 2023 Scale: I II - 101 ON B 3025 ONDS T ERVICES 10' SANITARY o SEWER & DRAINAGE _ED EASEMENT T AFN 1747998 GRAVEL RIM 103.29' I (Ej NONCONFORMING \SETBACKS TO REMAIN Ak 1 1SETT SIDI A,AK D _(E) COVERED PORCH & CONC. WALKWAY TO REMAIN . d .O. Z- 109' -STORY a I i RESIDENCE (E) FF ELEV. ±111.6' VIF o II I -► P.L. 150.01 VE 7 �- - - - - - - - - 117.03' i � - --LAWN - - / 0 (11.5' Q Qm i STEP AS N EDED OR SLOPE PATH w w U) cl, 10' SIDE YARD - VER LANDINGS - (N) EAVE+ SETBACK °F 111.5 D PAVER PATIO o GUTTER D. ° AX PORCH & CK WIDTH S - 1.5' I PAVER PATIO AX EAVE WID H STONE DS STEPS FO OW GRADE --- 4- 114.68'- i -�) -fl [C-C -- F r — — — --- i5S MAX EAVE WIDTH - MAX PORCH & DECK IDTH ° .� Q ^ PLANTE BOXgSr o_�L j _Fo U o¢ Lo N i 0 GRAVEL EAVE+_j TR NCH D AIN — 112' D Y r J I D D IH p�H i ----- -- -- -- w 'I BROOKMERE ST EET I �I NEW STORM DRAIN INSTALLATION IN ROW PAVEMENT RESTORATION PER GU410 rSTI=PPING STONE PATH ri 3-5 F— LANDSCAPE; ROCKERY WALL P.L. 150.01 PROPOSED ELECTRICAL / (t)/tLtC I RICAL POLE 0 20 10 Feet 5' -LAWN DRIVEWAY PER TR 5 46 RADII AS SHOWN EXISTING CURB ALIGNMENT DRIVEWAY TO TRANSITION FROM PERMEABLE CONCRETE TO ASPHALT WITHIN R.O.W. SEE C1 FOR NOTES AND CONSTRUCTION SEQUENCE SEE C3 FOR DRAINAGE PLAN EE C5 FOR FRONTAGE NOTES APPROVED FOR CONSTRUCTION CITY OF EDMONDS BLD2022-1324 ENGINEERING DIVISION DATE: APPROVED AS NOTED Jdl tV4Atn ttu 01 /31 /2025 VV BY: CITY ENGINEERING DIVISION Haider Residence - Revisions: Site Address: 915 Brookmere St — �� )ACOgy9 REVI C4 2025-01-17: Redesign for City of Edmonds comments Dec 20 2024 Jurisdiction: Edmonds - ����oFw-ASh/'v��i2 ��CO j ' Z q RE 2024-12-06: Redesign for City of Parcel No.:00548900000302 — T' ' 55763 Edmonds comments Nov 22 2024 Jan 2 CITY OF E Interlaken Engineering and Design, PLLC Applicant: Ron and Maureen Haider Seattle, WA (206) 470-9572 �Q o�F`SS�OI.STE \� Edmonds comments dated Oct 2 2024 DEVELOPME Improvement P aREPAR field 2024condi09-06:ons Permit No.: BLD2022-1324 Interlaken Project No.: SEA-22-076 www.interlakenengineering.com rReesignfor ng esion 2023-07-28: Updated for City of Edmonds comments dated June 8 2023 Scale: 1 10' ON 8 T $ER UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) R��qY gpATFpMgT RoI•FRopFR�q� R eY 0 O rygSN P D � �\\\ poRo� O qSp � RO �qlT � O4 RADIUS DRIVEWAY APPROACH (WITHOUT CURB O SAWCUT EDGE o wo EXISTING ASPHALT a cr a STREET VARIES 2" HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O3 NOTES: SECTION A -A 0 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 10' EDGE RADIUS. OHMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. O DRIVEWAY WIDTH TO BE MINIMUM 12'. REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH FEBRUARY 2023 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH TR-546 TOP OF RISER OVERFLOW ELEVATION(*) 106.20 AND DIAMETER(*) 6" 0.5 INCHES BELOW TOP INSIDE OF PIPE DETENTION TANK TANK LENGTH(L) (*) 40' INLET CB RIM (SEE NOTE 1) OUTLET CB RIM ELEVATION(*) 110.45 ELEVATION(*) 110.45 COVER: 24" MIN FOR TRAFFIC RATED AREAS; 12" MIN FOR NON -TRAFFIC RATED AREAS SEE NOTE 2 6" MIN SEE NOTE 1 TANK INFLOW DIAMETER(*) 36" 6" MIN OUTFLOW 0%<SLOPES0.5% 0.5% MIN SLOPE INLET CB INVERT SEE NOTE 2 OUTLET CB INVERT ELEVATION BEDDING PER DESIGN ENGINEER ELEVATION(*) 103.25 LIST LOWESTT PIPEIPE IF IF AND MULTIPLE INLETS EXIST DIAMETER(*) 12" CATCH BASINS/MANHOLES APPROPRIATELY SIZED FOR CONTROL STRUCTURE INLET/OUTLET PIPES & DEPTH FROM PER SD-301; SINGLE NOTE: SURCHARGE TYPE DETENTION TANK IS RIM To INVERT(s) ORIFICE ®0.5" 2 FT MINIMUM DIAMETER AND NO PROPOSED- OUTLET CONTROL STRUCTURE WILL SEDIMENT STORAGE NOTCH ON RISER SERVE AS INLET AND OUTLET STRUCTURE NOT TO SCALE GENERAL REQUIREMENTS 1. THIS DETAIL SHALL BE USED WHEN A DETENTION TANK IS PROPOSED TO SATISFY THE CITY OF EDMONDS MINIMUM REQUIREMENT NO. 5 AND THE DETENTION TANK LENGTH IS LESS THAN 50 FEET. SEE THE EDMONDS STORMWATER ADDENDUM FOR MORE INFORMATION. 2. THE PROJECT ENGINEER SHALL COMPLETE ALL DESIGN INFORMATION FOR ALL NINE ITEMS WITH ASTERISKS (*) (FILL IN BLANKS) AND INCLUDE THE COMPLETED DETAIL IN THE PROJECT PLAN SET. 3. THE USE OF CORRUGATED METAL PIPE (CMP) FOR DETENTION TANKS IS PROHIBITED. NOTES 1. SEE THE EDMONDS STORMWATER ADDENDUM FOR DETERMINING DETENTION TANK LENGTH AND RISER/OVERFLOW/OUTLET PIPE SIZING. 2. DETENTION TANK CAN BE CONNECTED TO CBS/MANHOLES WITH SMALLER PIPE IF THE SMALLER CONNECTING PIPE IS NOT LESS THAN ONE-THIRD THE DIAMETER OF THE DETENTION TANK AND A WATERTIGHT CONNECTION DETAIL TO THE LARGER PIPE IS INCLUDED. CONNECTING PIPES MAY SUBSTITUTE FOR DETENTION VOLUME IF CONNECTED TO THE INVERT OF THE DETENTION TANK BUT CONNECTED CBS/MANHOLES SHALL NOT. CROWN OF SMALLER INLET PIPE SHALL MATCH CROWN OF DETENTION TANK OR AIR VENT SHALL BE REQUIRED. 3. MINIMUM COVER LISTED IS A DESIGN REQUIREMENT BUT THE DESIGN ENGINEER SHALL REVIEW TANK DEPTH TO ENSURE THE CB/MANHOLES ARE CONSTRUCTIBLE AND ALLOWS ENOUGH ROOM FOR THE RISER LIDS, RIMS, AND GRATES, AS NEEDED. `st. 18y" REVISION DATE CITY OF EDMONDS DETENTION TANK FOR SEPTEMBER 2023 MINIMUM REQUIREMENT PUBLIC WORKS NO. 5 STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D - 6 51 EXISTING J HMA FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 11 APPROVED A CK OR SEALED PER WSDOT STD 5 APPROVED EQUAL AND 04.3(4)A.L 1 SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. rl TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. <St. 1B`�- REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 410 FLOW CONTROL 4.5"� STRUCTURE - PVC PIPE* NON -SHRINK GROUT 1'-0" MAX ° CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* I INSIDE THE FCS I - _Tt - 7F - SET SCREW TO i 11 PREVENT ROTATION INVERT* GASKET (TYP) + Z x I PVC PIPE PVC ADAPTER* W/ CROSS* DOUBLE GASKET a co I AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE IN PVC INSIDE CAULK SPACE BETWEEN CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE ORIFICE DIAMETER* ETD AIL A CONNECTION AND 0' LADDER OR HAND HOLDS CONTROL DEVICE i POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE ALLOWABLE OUTLET LOCATION - (180' to 315') FINISHED GRADE V-NOTCH WEIR AS NEEDED* SUPPORT (2 REQ'D) L- CONTROL DEVICE �I SEE DETAIL A i14 EL* - PVC PIPE* TEE* `SPOOL* / ELBOW* DRILLED J ORIFICE DIA* PVC INSIDE CAP PLUG* CINCH ANCHOR WIRE ROPE CLIP (SS) CATCH BASIN TYPE II DEFORMED PER COE STD DTL 3/8" STEEL SD-300A ROD (SS OR N a + ALUMINUM) ADDITIONAL ORIFICE LENGTH TO FIT AS NEEDED* 6" MIN °i PVC PIPE & 1'-6" MAX CROSS FLOW CONTROL STRUCTURE DETENTION PIPE PIPE SUPPORT ENGTH, DIAMETER, DETAIL B MATERIAL TYPE)* FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A & B SHALL APPLY TO ALL DESIGNS NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) * SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS. INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE. PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. ** SEE COE STD DTL SD-300B `St. 189- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FLOW CONTROL STRUCTURE (FCS) APPROVED BY: R. ENGLISH REVISION DATE SEPTEMBER 2023 STANDARD D ETAI L SD-301 RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: F=4RAME 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 a - - - 6" MAX a. POLYPROPYLENE SAFETY • STEP/LADDER 12" O.C. (SEE NOTE 4 & 6) SEE COE STD DTL a SD-300B 4SAND COLLAR OR FOR CATCH BASIN KOR-N-SEAL AROUND SIZING AND PIPE PIPE ALLOWANCES I I I I I 2'-0" p MIN MAX A. 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. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FS a CATCH BASIN TYPE II APPROVED BY: R. ENGLISH CATCH BASIN DIMENSIONS/ALLOWANCES CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP PP(Z) SOLID WALL PVC (2) PROFILE WALL PVC 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" Polypropylene Pipe (See WSDOT Standard Specification Section 9-05.24) ( (See WSDOT Standard Specification Section 9-05.12(1)) G3 (See WSDOT Standard Specification Section 9-05.12(2)) CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE II ALLOWANCES TABLE APPROVED BY: R. ENGLISH REVISION DATE SEPTEMBER 2023 STANDARD DETAIL SD-300A REVISION DATE SEPTEMBER 2023 STANDARD DETAIL SD-300B UNDISTURBED NATIVE VEGETATION PLANTING BEDS TURF (LAWN) AREAS 2" ORGANIC MULCH UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD. SRASS: SEED OR SOD 3" OF COMPOST -111-111-111-111-111-III... II/111-111-111-III-111-11 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF -III=1 I=1 I=1 I I -III -III III=1 I=1 III I=1 I I-III-III=1 I INTO 6.25" OF SITE SOIL (TOTAL SITE SOIL (TOTAL AMENDED j(( j(( j(J j(( j(J j(J j(J jjJ jjj AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A -III-III-III-III-III-III 11 iiiiii III=III=III-III-III-III-11 iii SETTLED DEPTH of 8") SETTLED DEPTH OF 8") _-_- TIT=� � T(=T( III 1�1=1I I T(1E l - - I I I IIIIIIIIitIII 1=1 11=1 11=1 11=1 11=1 11=1 I 11llll„III i111-1111„ I 8" I I -III -III 1IIIII„IIII11-1 -I 11=1 11=1 11=1 I I ,ITI,I,IIIIIIiT=,1 I SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER I.- _- COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE) OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 11I�i�1I��i(�I���q��l�l�Al�l�I SHALL BE FENCED AND EXISTING 2" ORGANIC �� ��� ��� GRASS: SEED VEGETATION AND SOIL SHALL BE MULCH/i��l�/�`�i�� 0" OR SOD PROTECTED FROM CONSTRUCTION 11=111=I I Eli �I I I f I 1I=1 11�=l 11=1 1=1 11=1 11El I El =1 =1 IMPACTS. 6" IMPORTED �Tf I=11-I1=III=III=III=11I El f-1 11=1 I �I� TI�TI I=11-II -III-III-III-III-I � 1-1 I1=1I1=1I1=1I1=1I 1 I -I I MITI � TI� -III-III-III-III-III _ggITI 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX Tr I I=1 I I=1 I I=1 I I-III=1 I I=1 I I H TII=T�1=1 I=1 I I=1 I I=1 I I-III=1 I I -I I I TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED 111 j(j11=jjjjJ 1T� TiI=iTi=T�i=III (COMPACTED CAUSING EROSION. DEPTH) 11=III=III=III=III-III-III III-I-I-1 1=1I I_ I 1-III-1 6" 1=III=III=III-III-III-III III 1-1 -1 1-1 1=1 DEPTH) -i-1 - 3. COMPOST SHALL MEET SPEC. IT- REQUIREMENTS IN THE 2017 SUBSOIL IS =i 1= SUBSOIL IS EDMONDS STORMWATER ADDENDUM CHECKLIST 7 ( ) SCARIFIED 6" SCARIFIED 6" BELOW IMPORTED ;,_ _ -- BELOW IMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX L TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) I OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D 1557). REVISION DATE POST CONSTRUCTION SOIL APRIL 2021 CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 189� APPROVED BY: R. ENGLISH S D - 6 42 SEE C1 FOR NOTES AND CONSTRUCTION SEQUENCE SEE C4 FOR FRONTAGE PLAN APPROVED FOR CONSTRUCTION CITY OF EDMONDS BLD2022-1324 ENGINEERING DIVISION DATE: APPROVED AS NOTED Jd] Wd~U 01 /31 /2025 VV BY: CITY ENGINEERING DIVISION Haider Residence Site Address: 915 Brookmere St Jurisdiction: Edmonds Parcel No.: 00548900000302 Applicant: Ron and Maureen Haider Permit No.: BLD2022-1324 Interlaken Project No.: SEA-22-076 - - Interlaken Engineering and Design, PI Seattle, WA (206) 470-9572 www.interlakenengineering.com �� IACOg,y9 ����OF \NAsy/NC, �i'G - 55763 �� o��SStGlTONALk G\�� Revisions: REVI R E Jan 2 Notes and Detaj4S�o ME DEPAR 2025-01-02: Redesign for City of Edmonds comments Dec 20 2024 2024-12-06: Redesign for City of Edmonds comments Nov 22 2024 2024-10-31: Redesign for City of Edmonds comments dated Oct 2 2024 2024-condi09-06:ons rReesignnting dorfield 2023-07-28: Updated for City of Edmonds comments dated June 8 2023 Scale: As Noted ON 1 B 025 T $EF