Loading...
APPROVED ENG STM RESUB3 BLD2022-1324+Civil_Plan+9.1.2023_1.57.29_PM+3761394CITY OF EDMONDS CITY 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 8ii 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. 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. 4 LL o on Inn RM] ��n � save v LL`�� ao Leo rd �� g9oa oEG ,� rae oo �0900� o� ov GGG r� oG4IND p ICJ ��J99�i I aiu oeoo� �<�z, �eoo_� �! 1 v_� 2 ON cVono o r� GGl 11® p� v■® „ uL as o Ent a oUE ©�C,�_"J 9�CGL'979 �eC6Ele'� 'CC^C�50� En p FMA i:�r.�ooC� t1e��■■i� m���ao� i�GOEJ CG1� ! ;l9 C� �f�C epouroo cr12:i2r1 nsa,n�e�o3 VICINITY MAP TABLE OF CONTENTS 111 z 1500' C1 COVER SHEET/ NOTES C2 TESC/ DEMO/ CSWPPP C3 DRAINAGE SITE PLAN C4 FRONTAGE PLAN C5 NOTES AND DETAILS C6 HAUL ROUTE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 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, PLLC Seattle WA (206) 470-9572 , www.interlakenengineering.com FWASly 2 55763 � P �� ��`SS?G1 T Vk �\� Revisions: Cover Sheet 2023-08-30: Updated for Edmonds comments dated August 16 2023 2023-07-28: Updated for City of Edmonds comments dated June 8 2023 2023-04-20: Updated for City of Edmonds comments dated Jan 5 2023 Scale: As Noted L� SILT FENCE AND HI —VIZ LIMIT OF WORK FENCE PER CITY OF EDMONDS ER-900 EXISTING SANITARY SIDE SEWER TO BE RETAINED AND REUSED CONTACT EN GI N EERI N GPERM I TS@EDM ON DSWA. GOV 0 PROTECT EXISTING CATCH BASINS PER CITY OF EDMONDS ER-902 ----•---- w----w----w----•----•----w----r----r----w---- - ---------------------------------------- / VERE STREET BOT 90 8 CONNECTION POINT UNKNOWN I LU L LJ 1 1\ Ll I v l RESIDENCE ASPHALT DRIVE CONSTRUCTION ENTRANCE PER CITY OF EDMONDS ER-901 INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURED THAT MAY BE REQUIRED DURING CONSTRUCTION 0 20 10 i I i I Feet HU EXISTING GARAGE TO BE REMOVED ALL DISTURBED AREAS TO BE COMPOST � AMENDED PER SWMMWW BMP T5.13 EMP-ORARY STOCKPILE_ TO__ OVERED WITHIN r----r----r----r-r--r---- _ PROTECT EXISTING CATCH BASINS PER CITY OF 'EDMONDS ER-902 V ASPHALT ROAD O I a w---_w ---- w----w---- ---- w----w- SEE C 1 FOR NOTES AND CONSTRUCTION SEQUENCE SEE C3 FOR DRAINAGE SITE PLAN 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 -- — �-r Interlaken Engineering and Design, PLLC Seattle, WA 1 470-9572 www.interlakenengineering.com � �ACOg �� z T �0 55763 �<v� �FSSIONALENG\� Revisions: C���O�W-AS T C S C/ D e m �/ C C \ A / P p C JVV 2023-08-30:UpdatedforEdmonds comments dated August 16, 2023 Ed o°ds omme is dated June 8 2023 2023-04-20: Updated for City of Edmonds comments dated Jan s 2023 Scale: 1 �� = 10' ROOF AREAS A 700 SF B 705 SF C 700 SF D 735 SF E 700 SF DISPERSION TRENCH FOR ROOF AREA C 2'W x 10' L TOP EL. = 111.85 6" PERF. PVC INV. = 110.85 BOTTOM OF TRENCH EL. = 110.85 DISPERSION TRENCH PER COE BMP T5.10B V-4.4 FOR ROOF AREA C TYPE I CATCH BASIN TYPE I CATCH BASIN 0 12 SUMP 2'W x 10'L 12" SUMP TOP EL. = 114.45 HERRING BONE GRATE COVER , HERRING BONE GRATE COVER RIM = 114.50 RIM = 111.85 - 6" ERE. PVC INV. = 113.45 - � � � INV. = 110.95 BOTTOM TRENCH EL. = 112.45 INV. 113.50 i PER E BMP T5.1013 V-4.4 PICP PERMEABLE PAVERS (E) NON CONFO MING (E ERED Pt9f�C25' VE TATED FLOW PATH PER COE E BMP T5.1 5 H (TYP.) �, SETBAC TO REMAIN & CONC. KWAY TO REMAIN . 50' VEGETATED FLOW PAT4o9 - PICP PERMEABLE PAVERS 8 PER COE BMP T5.15 (TYP.) i ; ..DDOWNSPOUT M = 113.25 LAVL i ... _ ._. .......... : V. = 113.00 j w I� -- --- -- rEP AS N EDED OR SLOPE PA I - 4 --- --.-._._._- �® ®�.C1%_� g �� N % �U ONE-ST-O -r SE I ��. I� (N) EAVE+ �I 1713 EXISTING WATER METER TO B E �, FINISH FLOOR ELEV=111.6' I PAVER PATIO 1 GUTTE AX PORCH & CK WID �d CUT AND CAPPED AT MAIN. :. I .- `� -` -'° _ `° PAVER PA' '^ ;SAX STEPS FO I. EAVE WID H CONTRACTOR SHALL BE -F° ° _111_5' _ �` _,°_, _ _ _, _ _ _ _ --p_Fp_Fo_F I 114.68'p_ RESPONSIBLE FOR ASPHALT 3ENORY CE 915BRC .RE DR. ° j i 1',o RESTORATION. I' t (E) 1-STOI SIDENCE 5 D 0 WN S P 0 U ! PROPOSED REN, _ AND ADDITION +i RIM = 111. 50 % PARCEL # 00548900000302 w w (N) ATTACH -STOR +' > (N) S PED FF t v. ° L `° i 1°r'� V. = 111 . 0 0 c�r� 13 (N) FFLEV. ±111.6' TO MATCH EXISTING z J ±11 I.96' & 114.6 ' iI L kk III o - `° ` r ° r 1- r `�� I r° _ r° _ .° ro � • I I . /EWIDI MAX PORCTTDE I °�- I P J� LANTER Rnxr _ F°_ F°_ ,°_ _ _14 EXISTING SANITARY SIDE SEWER TO BE ® `T TRENCH DRAIN 117.4' RETAINED AND REUSED CONTACT \ I-A1��-�o..............�_'__ ��° \ I i HUB &TACK Wit. %QJ /C� 5 SIN .6 ENGINEERINGPERMITS@EDMONDSWA.GOV \2439.656 E 1�63801.536 1.__.___.__._._.= ,' j _ /� L`i 1 0 ` 1 i4°.T5- H ./.{ K ° o EL 109.03' fpZ Q / 1� �F 25' VEGETATD , LANDSCAPE' z _ .o 1 ~ 0 FLOW ;PATH � ROCKER' I u 1 I a cli' - '- - 1 I LL C V t' - 4_ - - -.-.-. _ _ _ i AWN N DRIVEWAY PpR � _. L._._. .----._._._._._._. a LOPE 6% -- _SS APPRox._ HOC 6" - -- -- - � DOWNSPOUT RIM = 114.80 INV. = 114.15 25' VEGETATED FLOW PATH DISPERSION TRENCH FOR ROOF AREA E 2'W x 10' L TOP EL. = 117.00 6" PERF. PVC INV. = 116.00 BOTTOM OF TRENCH EL. = 115.00 PER COE BMP T5.1013 V-4.4 TYPE I CATCH BASIN 12" SUMP HERRING BONE GRATE COVER RIM = 117.05 INV. = 116.05 DOWNSPOUT RIM = 117.50 INV. - 116.75 CONNECT WALL FOOTING I //-- DRAINS TO DISPERSION (TYP.) go I 10 \ ■ 0C: rl ,,,,,- RIM = 114.65 INV. = 114.15 PERMEABLE PAVERS WITH CHECK DAMS -----PER COE BMP T5.15, SD-623, AND SD-627 0 10' ANITARY oR' I o, _o - - RIM 111 50 11 t. D-OWNSPOUT &V1 AI�IAGE x o - L .15001 - - EASEMENT --`, %� - . 4 INV. 11 15 --- --- _ 1 114.80 INV. 114.15 iROU OUSE j`7}k/Aa 17,3-19 `b AFN 1747998 - - - - I M jG Al 4IL% _ --A ..., g:4126' 35,348 S D C O SOUT(f ` A[RILE 1 '(T9�: a:'.: \ 25' VEGETATED FLOW PATH j (- -°�- ___ _----------- RIM = 114.50 A. NOR H LINE INV. = 113.75 I^� I CP rrR I I1�\I Tp C �J E _____ ___ /. - ♦• l.t ---- w___r----•----r----r----r----r----r----r----r----r----r----r----r----r----•--tartdM---tr.+� 4���1r----1+. F-R-,C-.J---r----r----w----w----r----•- 4 Cl - R (NOT ED - PD(N Pll T ___r_ FOR ROO_r-___►- .___fr____r____►____r____ _ ___ �. / r�.,�r___r____r____r____r____.____r____r_--I- ---- DRIVEWAY w VV I � __ ____r____._ ._ DRIVEWAY TO TRANSITION _ 1 U TYP----r---e�-r e�r�t�t--- r---- r----r-------- - - ------fry.----P-ER+A�,�-&L�--- r____ r____ w•! �_ r____ r____ F___ r____ r____ r-___ tir____ r____ w____ N___ r____ r____.____ 0?E STREET 2'W x 131 RETE TO ASPHALT TOP EL. = 110.75 HERRING ' ATE COVER WITHIN R.O.W. SEE C1 FOR NOTES AND °1 6" PERF. PVC INV. = 109.75 EXISTING DRY UTILITIES TO oKME RIM = 114 2C ®BEND 116.0 (4'Pvc) CONSTRUCTION SEQUENCE BOTTOM OF TRENCH EL. = 108.75 ; • I I N V. = 113 25 SEE C2 FOR TESC/ DEMO CSWPPP PER COE BMP T5.10B V-4.5 BE UNDERGROUNDED FROM DISPERSION TRENCH EXISTING POLE TO RESIDENCE = SEE C4 FOR FRONTAGE PLAN p EA D --- -- p , _ - � - --- ------------ a --- ---- --- ---- --- _ L� � 2' w x =10. � APPROVED FOR CONSTRUCTION CONNECTION POINT 12 Su IMF TOP E L. 114.20 HeMrG BONE GRATE COVN� TYPE "K" SOFT COPPER TUBING 1" WATER METER WITH 1.12 6" PERF. F VG INV. =71 CITY OF EDMONDS RIM = 110.80 COMBINATION SERVICE TO HOUSE BOTTOM OF TRENCH EL. = 112.20 INV. = 109.80 TRACER WIRE TO BE INSTALLED ON WATER SERVICE PER COE BMP T5.1013 V-4.4 NO DRY UTILITIES TO BE INSTALLED WITHIN 3' OF WATER SERVICE DATE: 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 ROOF DRAIN TIGHTLINES SHALL NOT TIE TOGETHER AT THE HOME. CONNECTION SHALL BE AT LEAST 10' AWAY FROM HOME. FOOTING DRAINS TO TIE INTO DISPERSION AS SHOWN. 0 20 10 i 1 i Feet 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, PLLC Seattle, WA 1 (206) 470-9572 www.interlakenengineering.com � )ACOg ���OF y/ 5 �0 GIS E ��� ��SS/ONALENG\� Revisions: Drainage Site Plan 2023-08-30:UpdatedforEdmonds comments dated August 16, 2023 Ed o°ds omme is dateCity e g 2023 2023-04-20: Updated for City of Edmonds comments dated Jan s 2023 Scale: _ 0� 10' SANITARY o SEWER & DRAINAGE EASEMENT T AFN 1747998 GRAVEL - RIM 103.29' (EYNON CONFORMING_ SETBACKS TO REMAIN -1p8, on (E) COVERED PORCH & CONC. WALKWAY TO REMAIN 09, 1 ' SI SE 1-STORY a RESIDENCE (E) FF ELEV. ±111.6' VIF (E)DS o DS MAX EAVE WIDTH MAX PORCH & DECK InT VE II LL it it ii _ - - -•-• r- - - - - - --- --- --._. _._._. i Q Of0 I i w i I N L._._. . �o - P.L. 150.01 i I L_. ................... _.1._._._._._ PAVER PATIO 0 111D5; D PLANTE BOX , v ..p. D...,77 L -- :L Ai IK1.E:n1Trw to STEPPING STONE PATH gAVE+� I K NCH D AIN / UT D -voir � r----- --, _. a� Foy I LANDSCAPE Q i ROCKERY W i i ° I ---- •— —•— — — — — — — — —._. D w XISTING WATER E R V I C, E TO BE C U3 nn;(m STREET — AND C� PPED AT MAIN PAVEMENT RESTOR TION PER GU410 AL 0 20 10 Feet PROPOSED ELECTRICAL W UD UNDERGROUNDA POLE 50.01 E ;zr co zo - 117.03' . i -LAWN w' o 'A I Q Y I �a i �m QM ww AS EDED OR SLOPE FATH- -----------.-._. N 10' SIDE YARD (N) EAVE+ SETBACK GUTTER AX PORCH & CK WIDTH ° v1AX EAVE WID H STONE PAVER PATIO . DS / I STEPS FO LOW GRADE D �14.68'o T D . D PLANTER 5' I 1' DRIVEWAY PER -014.6 TR-546 _ 1 14.68' 117.4' RADII AS SHOWN p 114TRENCH DRAIN: 6% i EXISTING CURB (N) DRIVEWA" ALIGNMENT SLOPFfi% R10.0'l R10.0 } �RIVEWAY TO TRANSITION FROM PERMEABLE _— CONCRETE TO ASPHALT WITHIN R.O.W. SEE 4 FOR NOTES AND CONSTRUCTION SEQUENCE SEE C3 FOR DRAINAGE PLAN SEE C5 FOR FRONTAGE NOTES (APPROVED FOR CONSTRUCTION( CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION Haider Residence - Revisions: Site Address: 915 Brookmere St —M, )ACOgh, 4 Jurisdiction: Edmonds — - �oF�ASh�N��%C CO Z Parcel No.:00548900000302 55 �0 55763 � Frontage Interlaken Engineering and Design, PLLC 2023-08-30:UpdatedforEdmonds dated August 16 2023 Applicant: Ron and Maureen Haider Seattle, WA 1 (206) 470-9572 �F`SS�OGIs ENALEN�\� comments Improvement Plan of Eaondsomme Permit No.: BLD2022-1324 Interlaken Project No.: SEA-22-076 www.interlakenengineering.com tsdatedJune8 2023 2023-04-20: Updated for City of Edmonds comments dated Jan 5 2023 Scale: 1 10' PERMEABLE UNIT PAVERS PER 2„ MANUFACTURERS RECOMMENDATIONS, 1.5" (MIN) SEE NOTE 1 CONTROL JOINT (TYP) (PERVIOUS DESIGNER TO SPECIFY (MIN) JOINT FILLER AND LEVELING COURSE p'Q/V CONCRETE ONLY SPACING, SEE NOTE 1 (AASHTO GRADING NO. 8), SEE NOTE 2 j0R/V 'Q/►.qy FINAL JOINT SHALL BE A NEAT SAW CUT ) qq 410 %F M STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" 2" (MIN) CHECK DAM CLEARANCE, 3 -CRUSHED SURFACING CHOKER 'O�Q Rp 'ORpAc�,p/ EDGES SHALL BE TACKED NEATLY PER PG 58H-22 DESIGN WATER SURFACE DESIGNER TO SPECIFY DESIGNER TO SPECIFY (MIN) COURSE, SEE NOTE 4 Rp4Y pAFRry VFQ 9yR�� O,y 1' APPROVEDWSDOT ATACKDORPAPPROVEDNEQUALO AND (SEE NOTES 4 & 5) ELEVATION CONTROLLED CHECK DAM HEIGHT PAVEMENT n/7ygs SEALED PER WSDOT STD 5-04.3(4)A. 1' BY OUTLET SLOPE 12" (MIN) COVER BASE COURSE, 6" PERMEABLE BALLAST, SEE NOTE 5 I SLOPE EXCAVATION TO AVOID UNDERMINING SEE NOTE 3 (MIN) / \ P EXISTING PAVEMENT. F1PERMEABLE PAVEMENT • \ \ \ SECTION, SEE NOTE 2 6, O LAYER (MIN) RFNREQU REQOFF UIREDPER\ \ \C�r ��F°'.................................................................. I 3„ MIN KEY VU ( P P ............................................................................ CONTROLLED DENSITY FILL ( )1' (MIN) ABOVE SEASONAL STORMWATER CODE), SEE NOTE 6 \ R�EXISTING::•;•:•;•:•:•;•:•;•:•:•:•:•;•;•:•;•:•:•:•:•;•;•:•;•:•:•:•:•:•:•:•;•:•:•;•:•:•;:•;•;•:•;•:•;•;•:•;•:•:•;•:•;•:•:•;•:•:•:•:•;•;•:•;•:•:: PERSWRFATE PEC. DAM D PVC HIG OR HOUNDWATER DRAULCALLY BLE SUB'�Y �` ®` SEE GRADE,NOTE 7 qT\Rp'OpAHMA 2E09.3(1)E (TYP) 12" (MIN) 6" (MIN) BEDDITHSUBSURFACE IN PIPE RESTRICTIVE LAYER O4 RADIUS \ �L FRry '........•...............'...............'................. CONTROL STRUCTURE CONTROLLED DENSITY FILL CHECK DAM PER STD DETAIL GENERAL NOTES: \� / a . / / /� (FOR AREAS OUTSIDE sD-628, SEE NOTE 3 �\ �\ ° ° d �\ �\ OF PUBLIC RIGHT-OF-WAY EXISTING a °d AND CITY EASEMENTS) 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 1 1) AND INFEASIBILITY MATERIAL REQUIREMENTS. \ \ \\ ° d d d \\ \\ \ /\//. //' //. // • EXTEND LINER AS NEEDED 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC TO SECURE DURING DESIGNER TO SPECIFY PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON BEDDING MATERIAL (1-1/4" MINUS) CONSTRUCTION SPACING, SEE NOTE 1 2" (MIN) CHECK DAM CLEARANCE, IN CIVIL ENGINEERING TO: CRUSHED SURFACE BASE COURSE (SEE NOTE 3) DESIGN WATER DESIGNER TO SPECIFY 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, DRIVEWAY APPROACH (WITHOUT CURB SURFACE ELEVATION SLOPE RELIABILITY, ETC.) AND 12" (MIN) COVER Uj � IMPORT BACKFILL SHALL BE COMPACTED PERMEABLE PAVEMENT 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY O1 SAWCUT EDGE o a TO 95% MAXIMUM DENSITY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). w o SECTION, SEE NOTE 2 s 3" (MIN) KEY EXISTING ASPHALT a W (SEE NOTE 2) 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE STREET VARIES a SUBSURFACE PONDING ARE REQUIRED. TRENCH WIDTH 30 MIL LINER 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. ,��,��,��,��,��,��,��,��\,� ,� ��\������\�'\�'\�'\�'\�'\� NOTES: (TYP), SEE NOTE 4 DESIGNER TO 12" (MIN) SPECIFY CHECK " HMA O2 DAM HEIGHT SLOTTED PVC 2 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. 2' HMA MINUS CSTC 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR IMPERMEABLE LINER CHECK DAM UNDERDRAIN PIPE BACKFILLING REQUIREMENTS. 6" (MIN) BEDDING WITH SUBSURFACE NOTES: COMPACTED SUBGRADE O3 ) CONTROL STRUCTURE 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL PER STD DETAIL 1. SURFACE SLOPE SHALL BE 0.5% MINIMUM. MAXIMUM SLOPE PER MANUFACTURER. NOTES: SECTION A -A MEETS A MINIMUM OF 95% DENSITY PER ASTM ID1557. NOTES: SD-628, SEE NOTE 3 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT 1. DESIGNER SHALL DETERMINE AND SPECIFY SUBSURFACE CHECK DAM SPACING BASED ON THE CEMENT CONCRETE, AASHTO GRADING N0. 8, OR PER MANUFACTURER RECOMMENDATION. 2. JOINT FILLER AND LEVELING COURSE SHALL CONFORM TO T 9-03.1(4) COARSE AGGREGATE FOR PORTLAND Oj SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. EXCEEDING 6". SUBGRADE SLOPE AND DESIGN AVERAGE STORAGE DEPTH REQUIRED. TYPICAL MAXIMUM SPACING CAN O DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22. 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. BE ESTIMATED BY DIVIDING THE CHECK DAM HEIGHT BY THE SUBSURFACE SLOPE. 3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 2. SEE STD DETAIL SD-621 THROUGH SD-624 FOR PERMEABLE PAVEMENT SECTION. 4. CRUSHED SURFACING CHOKER COURSE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER 4-04.2(9-03.9(2)).OPT2. THAN 2" SHALL MATCH EXISTING. 3. IF REQUIRED, UNDERDRAIN PIPE SHALL BE 6" MINIMUM DIAMETER (PRIVATE), 8" MINIMUM DIAMETER 4 10' EDGE RADIUS. (PUBLIC). SLOPE PIPE AT 0.5% MIN UNLESS OTHERWISE SPECIFIED. PROVIDE ONE CLEANOUT (MIN) 5. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT PER 100 FEET OF UNDERDRAIN, AND AT EACH END. LOCATE UNDERDRAIN BELOW STRUCTURAL O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, EXCEEDING 2". PAVEMENT BASE DEPTH. 6. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. WHICHEVER IS GREATER. 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD 4. LINER SHALL BE HDPE CONFORMING TO GEOSYNTHETIC RESEARCH INSTITUTE (GRI) GM13 OR LLDPE 7. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. O DRIVEWAY WIDTH TO BE MINIMUM 12'. SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. CONFORMING TO GRI GM17. REVISION DATE REVISION DATE � REVISION DATE REVISION DATE TYPICAL PERMEABLE APRIL 2021 CITY OF EDMONDS DRIVEWAY APPROACH FEBRUARY 2023 TYPICAL HMA AND APRIL 2021 PERMEABLE PAVEMENT DECEMBER 2017 CITY OF EDMONDS TYPE VI CITY OF EDMONDS CITY OF EDMONDS UNIT PAVER SYSTEM UTILITY PATCH SUBSURFACE PUBLIC WORKS STANDARD 7 PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD PUBLIC WORKS CHECK DAMS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL - DEPARTMENT _ D ETAI L Fs t 189'�' APPROVED BY: R. ENGLISH S D- 623 FS t . 1B'3 APPROVED BY: R. ENGLISH TR-546 FS t . 189,3 APPROVED BY: R. ENGLISH G U -410 Fs t . 18g� APPROVED BY: R. ENGLISH S D - 627 PROPERTY LINE/EASEMENT UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) DISPERSION TRENCH Z (SEE NOTE 1) AREAS (SEE NOTE 1) 10' X 2', LEVEL, SEE 1 g 12" X 12" (MIN) GUTTER (TYP) UNDISTURBED cs1 UNDISTURBED VEGETATED FLOW AREA (YARD) DRAIN NATIVE VEGETATION 0" TURF/LAWN/LANDSCAPE PATH (SEE NOTE 1) N� UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL 5700- --SQUAB€ --- F 10' (MIN), NO OVERLAP OF FLOWPATH I IT II II IT III IT II IR$�FITII SEGMENTS STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES >700-- SQUARE -- OPTION 1- NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. 11 2" ORGANIC MULCH Z' /�� " n� � � GRASS: SEED OR SOD -I 11=111=111-1 11=1 11=1 I I 1 I 1=1 1=1 11-1 11=1 11=1 11=1 I DISPERSION TRENCH WITH TYPE 1 OR 1-L II=III=III-I11=III=III=11I 11=III=III=III=III=III=11I NOTCHED GRADE BOARD z =_ _ CATCH BASIN �r1==jr( jr( ] ]T(= --rr(=]T(=]T(=- T PER STD DETAIL SD-632 W/SOLID COVER PER Ale 11 3" OF COMPOST =III-III-III-III-III=III III=III=III=III=III=III=11 1.75" OF COMPOST INCORPORATED STD DETAIL SD-303 INCORPORATED INTO 5" OF rr� T=III INTO 6.25" OF SITE SOIL (TOTAL Ln OR SD-304 - - SITE SOIL TOTAL AMENDED III=III=III=III-III-III III=III=III=III-III=III=11 ( j(( j(( j((j(( j� j� j� j� jTj AMENDED DEPTH OF 9.5", FOR A PROPERTY LINE/EASEMENT DEPTH OF 9.5", FOR A III -III -III -III -III -III III -III=III-III-III-III-II SETTLED DEPTH OF 8") SETTLED DEPTH OF 8") T( PLAN TS 11=III=111=1 11-III-III-I a 11-III-I 11-III-III-I a -I u I > rr1 � VEGETATED NTS GENERAL NOTES: SUBSOIL SCARIFIED 4" BELOW �I' - ,i_- i=i, SUBSOIL SCARIFIED 4" BELOW SEE C 1 FOR NOTES AND FLOW PATH, COMPOST AMENDED LAYER 1; COMPOST AMENDED LAYER SEE NOTE 1 1. REFER TO THE 2022 CITY OF EDMONDS (12" BELOW SOIL SURFACE) - I' (12" BELOW SOIL SURFACE) CONSTRUCTION SEQUENCE STORMWATER ADDENDUM FOR SETBACK AND1_12 15%, MAX INFEASIBILITY REQUIREMENTS. OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND SEE C4 FOR FRONTAGE PLAN 6" (MIN) 24" (MIN) `- GENERAL NOTES: 15% MpX yI NOTES: PLANTING BEDS TURF (LAWN) AREAS _ 1. A VEGETATED FLOW PATH MUST BE PROVIDED 1. AREAS OF NO DISTURBANCE 4" (MIN) PERFORATED IN ACCORDANCE THE 2022 CITY OF EDMONDS 2" ORGANIC%��%%�� �% SHALL BE FENCED AND EXISTING APPROVED FOR CONSTRUCTION b� O STORMWATER ADDENDUM REQUIREMENTS. /� GRASS: SEED VEGETATION AND SOIL SHALL BE Q Q QO PVC UNDERDRAIN MULCH �� ��/��x 0" OR SOD PROTECTED FROM CONSTRUCTION �g8��� PIPE PER WSDOT 11=� TIffignf 111=1IIII-III-111-III-III-III IMPACTS. CITY OF EDMONDS v v _ 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. _ _ _ _ _ _ _ UQ_ O�9 LAIDSPECLEVE05.2(6), 9-33.2(1), GEOTEXTILE FOR SEPARATION, II II ICI IIIC II � �I I I I IIIIIIII IIIII IIIII IIIII s NON -WOVEN TYPE. I�1-III-II��� III-III=�_����1-T-III 2. TO MEASURE SETTLED DEPTH, 6" IMPORTED II -III -III -III -III -III -II -III -III -III -III -III -II 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX 111==1I1 1 1 T1=T1= T=1 1T�T1=T1=T1=1 TOPSOIL MIX FULLY SATURATE WITHOUT 3. WASHED DRAIN ROCK SHALL CONFORM TO II-III-III=III=III-III-III 1=III=III=III=III=III=III WASHED DRAIN ROCK, (COMPACTED III=-1 1T�1T�1 1�= 1T1=111=1�-_1I E (COMPACTED CAUSING EROSION. DATE: GEOTEXTILE, SEE NOTE 2 SEE NOTE 3 WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL DEPTH) 11=111==III=III=III-II I-111=T=III=III=III-II DEPTH) FOR DRYWELLS. III-1-11-III-III_ III- 111 . 6" 111-- 1=1�1-III=III-III-111 3. COMPOST SHALL MEET SPEC. I- II '�1=,. -I' 1= REQUIREMENTS IN THE 2017 UNDISTURBED =1i 1= -II -,Ili 11= -II EDMONDS STORMWATER SUBSOIL IS L .I' I'- - I. SUBSOIL IS ADDENDUM CHECKLIST 7 BY: NATIVE SOIL "I; I` ;II ( )• SCARIFIBEELO " I' I' _ _ _ SCARIFIED 6" IMPORTED ;,_ _ _ BELOW 4. COMPACTION OF TOPSOIL (WHERE CITY ENGINEERING DIVISION TOPSOIL MIX - - IMPORTED REQUIRED) TO BE TO 85% (MAX) DISPERSION TRENCH 1 12" TOPSOIL MIX OF THE MAXIMUM DRY DENSITY NTS - OPTION 3 - IMPORT TOPSOIL I PER MODIFIED PROCTOR TEST (ASTM D 1557). � REVISION DATE REVISION DATE Haider Residence - Revisions: CITY OF EDMONDS TYPICAL DOWNSPOUT FEBRUARY 2023 CITY OF EDMONDS POST CONSTRUCTION SOIL APRIL 2021 Site Address: 915 Brookmere St - � ��`oFWAoe PUBLIC WORKS PUBLIC WORKS STANDARD y9'P � DISPERSION TRENCHES QUALITY AND DEPTH - ��� FOR ROOFS STANDARD DEPARTMENT Jurisdiction: Edmonds DEPARTMENT DETAIL DETAIL Parcel No.:00548900000302 Interlaken Engineering and Design, PLLIC '5�5763 2023-08-30: Updated for Edmonds Fs t . 189,3 APPROVED BY: R. ENGLISH S D - 631 FS t . 189� APPROVED BY: R. ENGLISH S D - 642 9 9 �p �tv comments dated August 16 2023 Notes and Details Applicant: Ron and Maureen Haider Seattle WA (206) 470-9572 ��SS�ONALENG\� 2023-07-28: Updated for City of Permit No.: BLD2022-1324 , Edmonds comments dated June 8 2023 2023-04-20: Updated for City of Scale: As Noted Interlaken Project No.: SEA-22-076 www.interlakenengineering.com Edmonds comments dated Jan 5 2023 11 'ERS ST t^ WALNUT ST Q � LOCATION OF SITE ON NORTHERN SIDE 0 NMIN ST OF BROOKMERE STREET Q cc 2 OOTH ST 5W 3 PROPOSED TURNAROUND USIN 10 AVE N AND CAROL WAY IF VEHICLES UNABLE TO AL i i �o J TURNAROUND IN BROOKMERE ST 80�4°'" w.aY o 1000± 500± Feet L SITE ACCESS TAKEN FROM ROUTE 99 212THSTSW 3 W Q 208TH ST SW ALL SITE ACCESS TAKEN FROM 1=5 204TH ST SW SEE C1 FOR NOTES AND CONSTRUCTION SEQUENCE SEE C4 FOR FRONTAGE PLAN (APPROVED FOR CONSTRUCTION( CITY OF EDMONDS DATE: 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 - )ACOgh �� , ���F��W—AS)tHj 2C6 CO -�►• �0 55763 � �F`SS�0GIs ENALEN�\� Revisions: Haul Route Interlaken Engineering and Design, PLLC Seattle, WA 1 (206) 470-9572 www.interlakenengineering.com 2023-08-30: Updated for Edmonds commentsdat dAugust16 2023 Eaonds omme is dated Junof e 8 2023 2023-04-20: Updated for City of Edmonds comments dated Jan 5 2023 Scale: 1 " 500'