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APPROVED BLD PLN ENG RESUB 3 BLD2023-0138+Civil_Plan+8.7.2023_2.41.39_PM+3711407SW 1/4, NE 1/4, SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. WEISS LAND DISTURBANCE 10139THAVES EDMONDS WA 98020 OWNER JOHN WEISS 10139THAVES EDMONDS, WA 98020 206.484.0372 GENERAL NOTES CONSULTANTS CIVIL ENGINEER CG ENGINEERING 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 CONTACT: DARED UNDERBRINK, PE SURVEYOR PACIFIC COAST SURVEYS, INC PO BOX 13619 MILL CREEK, WA 98082 425.512.7099 CONTACT: DARREN RIDDLE GEOTECHNICAL ENGINEER NELSON GEOTECHNICAL ASSOC, INC 17311 135TH AVE NE, SUITE A-500 WOODINVILLE, WA 98072 425.486.1669 CONTACT: KHALED SHAWISH 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/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORM WATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT 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 SURVEYOR 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 REVISED 05.15.2017 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 FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM. 19. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 20. 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. 21. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 22. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 23. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. LEGAL DESCRIPTION PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION THAT IS SOUTH 88°54'23" EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION 30 FEET; THENCE NORTH 00°30'35" EAST PARALLEL WITH THE WEST LINE OF SAID SUBDIVISION A DISTANCE OF 1078.82 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°30'35" EAST 82.97 FEET; THENCE SOUTH 88°52'41" EAST 148.52 FEET; THENCE SOUTH 00°31'15" WEST 82.96 FEET; THENCE NORTH 88°52'27" WEST 148.51 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND UPON THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 88°54'23" EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION 30 FEET; THENCE NORTH 00°30'35" EAST PARALLEL WITH THE WEST LINE OF SAID SUBDIVISION 1068.82 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT OF LAND HEREIN DESCRIBED; THENCE CONTINUING NORTH 00°30'35" EAST 20 FEET; THENCE SOUTH 88°52'27" EAST 178.51 FEET; THENCE SOUTH 00°31'15" WEST 20 FEET; THENCE NORTH 88°52'27" WEST 178.51 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION OF SAID EASEMENT LYING WITH THE ABOVE DESCRIBED PREMISES SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARING THE MONUMENTED CENTERLINE OF 9TH AVENUE S., AS THE BEARING OF N 00°30'35" EAST DATU M � :: A TI N! ALL BEF RE Y DI �� •..; ;.':/1,.,.. a �� y,,,. v /1,./ ;;� �-; '�'� �� '"' ��' �s'l i l�. ,,', BURIED UTILITIES EXIST IN THE AREA AND UTILITY ��"" INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT Q �, THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 �� HOURS PRIOR TO CONSTRUCTION - - - 24. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS CONSTRUCTION SEQUENCE NOTES SHOWN. 1. SCHEDULE APRE-CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 3. CALL FOR UTILITY LOCATES. 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDETHE CONSTRUCTION RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST ZONE. OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL AUTHORITIES GOVERNING SAID UTILITIES. PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 28. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 29. 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 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS. OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 8. CONSTRUCT RETAINING WALLS. 30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY BY OWNER'S REPRESENTATIVE AND CITY. EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 31. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. HAUL ROUTE 32. 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. TO SITE: I-5 TO 220TH ST SW R ONTO 9TH AVE S 33. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. FROM SITE: SON 9TH AVE S L ONTO 220TH ST 34. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR SW APPROVAL PRIOR TO INSTALLATION. 220TH ST SW TO I-5 35. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 36. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES OWNER/CONTRACTOR IS RESPONSIBLE FOR SHALL BE INSTALLED UNDERGROUND. EROSION CONTROL AND DRAINAGE I � � I 1 IE 4" CPP=322.99 I I ... I I 12.2' I �c� � / / i i 11.4 � � SEE DETAIL 'C' • ° - - - I N 88' 2'41 " W 148.52' / WOOD FENCE l , � - --- --- " --- .x _ WOOD FENCE � - - - - - I <.�. END F 0.1'(N) "� �� / l �( � ------ OF PROPERTY LINE 0.5' OVERLAP "�' �� I ' /7T/%TT/7f/TT7/7T/TT//Tl/7T/Tf7/7T/TT/ � REFER TO SHEET C3.1 �/ '�' I FOR THE GRADING / / I � � AND DRAINAGE PLAN I W � - S - -� -, �5 � # ois3 LOT AREA /�{ // I I I \ � F.F.=336.32' 12,321 SF jJ / � � j �, � ROOF HEIGHT=347.91 ' 27032500109200 / � � � Q 4.a � / 1 I o I \ /,{ �,� I ao � / \\ laa / I .: a ASPHALT � I ,:� // \ �I. z lo/ �"a/ � /�� 1 0 / I vv I ��3 �� / /��- � � I / i / / I \ f - WA _ - - A- -'- A- - J WA�I / / � -' / / _p� I < � W - WA- - - WA .. - WAS WAJJ / / / / %` � I r \ \ le, . ' � A - - I?OOIn - - WA - U/A - - - WA / 21.1 ' / � � \ 30.00' � �h - I- �, ��2 1_______________ _ I CB RIM-3 4.93 I N 88'S25�W 148.50' - -------- - -- 1 c •. / IE 6" RCf�(S)=323.03 � I I I - - - I I I � I FOUND NAIL W/WASH --�- - = x- �_ _ � - � i "' I AT CORNER I � WOOD FENCE X � )` -I- - I I I REFER TO SHEET C2.1 20' EASEMENT FOR I I FOR THE EROSION INGRESS/EGRESS &UTILITIES I I � a� II CONTROL PLAN i I SITE PLAN SCALE: 1" = 20' 20 10 20 40 SHEET INDEX C1.1 COVER SHEET &GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C3.1 GRADING &DRAINAGE PLAN APPROVED BY PLANNING Aug 21 2023 N D Spruce St U1 Spruce St Spruce PI � rn w � D � n < � 'e Laurel Ln N Hemlock St l�e�ilock Way _� D i0 Laurel Way 214th PI SW N N Laurel St 215th PI SW ,° � D Pine S• Pine St F�in.�:.r Pine Sl a � D a C � N�, r - � 216Ih PISW L J D PROJECT SITE i Fir SI Fir `,• S n „It ,, �:� D ".\`:e$ VICINITY MAP N TS LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - - - BLDG BUILDING BOTTOM OF WALL MJ MECHANICAL JOINT CENTERLINE BOW MON MONUMENT CLEARING LIMITS - � CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN CORRUGATED METAL PIPE OC ON CENTER CONTOUR LINE - - - - -100 - - - - - 00 CMP PC POINT OF CURVATURE FENCE SANITARY SEWER LINE CO CLEANOUT PI POINT OF INTERSECTION - � - -S5 - � - -ss - �ss�ss- CONC CONCRETE PIV POST INDICATOR VALVE MANHOLE ® ® CONST CONSTRUCTION i'L PROPERTY LINE STORM DRAIN MAIN - � - -s�- � - -s�- Aso-�sc- CP CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - � CU YD CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN FOOTING DRAIN - - - R - - - R - - - R - R R DDCVA PVI POINT OF VERTICAL INTERSECTION PAVEMENT - - - F - - - F - - - F - F F DI PVMT PRESSURE LINE CATCH BASIN (TYPE 1) - - - P - - - P - - - P - P P DIA DIAMETER DUCTILE IRON PIPE PVT POINT OF VERTICAL TANG. ❑ ■ DIP R RADIUS CATCH BASIN (TYPE 2) CLEANOUT f�j; I�; e EA EJ EACH REINF REINFORCEMENT o EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� ' ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT SURFACE SWALE � � - - � � - � � EX EXISTING FIRE DEPT. CONNECTION SD STORM DRAIN SECTION DRAINAGE ARROW _ FDC SECT WATER LINE - - wA- - - wA wn�wn� FFE FINISHED FLOOR ELEVATION FIRE HYDRANT SDMH STORM DRAIN MANHOLE SIMILAR WATER METER ® � FH SIM FIRE HYDRANT � � FL FLANGE SQ SQUARE FDC V i • FT FEET/FOOT SS SANITARY SEWER PIV O GV GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION TEE ILI � HT HEIGHT STD STANDARD 90° BEND �T �T ID INSIDE DIAMETER STL STEEL THRUST BLOCKING 0 ♦ � _ IE L LCPE LF INVERT ELEVATION TB THRUST BLOCK CAP CONCRETE PAVEMENT ASPHALT PAVEMENT � LENGTH/LINE LINED CORRUGATED POLYETHYLENE PIPE TOC TOP OF CURB TOP OF WALL TOP ELEVATION a TOW LINEAL FOOT TOP CRUSHED SURFACING ROCKERY � � • . . ' LP LOW POINT LEFT TYP TYPICAL LT VC VERTICAL CURVE SPOT ELEVATION f 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - T - - - r - r r MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - � - E E MH MANHOLE GAS LINE G G SIGN � (A retaining wall over exceeding the height of 4' wills require a Building Permit. City Of Edmonds RI lilydir�r lior��r�mor�+ """"` RC1/111VIIVV VV/'1LL ---------------------------------------- Address ---------------------1013 9TH-AVE S Owner WEISS Approved Date 8/09/2023 rermlt l�umr�er gLD2023-0138 PLN2022-0089 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: � ---�� -- � � � �7TED �� `�' �� 18/08/202� CITY ENGINEERING DIVISION C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL 4�' of wash, l� � �'�' j'�,G> �� i i ��is B�� ti� S`sIONAL 0�/ 12/ 23 II J H H Z O m � � �_ N � ~ U � (n � w w � � m W Q � � � O Y Q DESIGN: BJL DRAWN: JCP CHECK: JPU JOB NO: 23064.20 DATE: 04/ 1 2/23 BLD2023-0138 RESUB Aug 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U Z Q � Q � cV W � N V I o� W O Q � Z ,,^^ V / J N Q � � � Z W W V / � O woo O w ��w UCH SHEET: C1.1 SW 1/4, NE 1/4, SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. �. T / l l / l I I r EMPOF %�� v J ;. 00 a W� w 0 � z� / i 1 1 1 1 1 1 1 1 ��` rev ,.. / I I tARY EROSI� �, a a' DEMO EXIS BLOCK WALL I I I _-J I I� j � IE 4" CPP=322.99 I� � 12.2' I 6 �, � , � i 11.4' r �`�' '� e �', �� ` I ,' � SEE DETAIL 'C' :� I ' � X N 88/52 41 W 148.52 � , WOOD FENCE ! ,-�--�,/� � WOOD FENCE ,' --- ---_--�----�--��---------------------- OF PROPERTY LINE 0.5 OVERLAP ;�� -' �;�-; �' T - �T/T/7T/T/7T/T/T/7T/T/7T/T/T/7T%T/7T/T/TT/, , ,' � S J LIMITS OF CLEARING / � � • x Q � AND GRADING � � / 4 � I" / ' � � / . a.. � � HOUSE /� �� --55-� -SS-{ 5 o�--ss-E--ss-�- �- 1013 SOT ,�RE,� / ,� rl .� m ; # . ,' �, (/ F.F. = 336.32' 12, 321 SF /� ,' � ��' / ROOF HEIGHT=347.91 ' 27032500109200 /. �� 1 W z I ,1 ��.� I x � � �� / , � � � I � } / T / w I a/ � •L- � STOCKPILE LOCATION . a� �� Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. �� / . dq � � W/PLASTIC COVERING / d / , � � � ��f � �- � �/ PER DOE BMP C123 �-. a ,' a ASPHALT ��'� ,��' � � � � f p OWNER/CONTRACTOR IS RESPONSIBLE FOR � � /� �/ � .�- � i I EROSION CONTROL AND DRAINAGE i �� -�.3 Cam- � / / ' �. I INSTALL SILT FENCE � j I I Q � // � / r � � OR STRAW WATTLES � I I � j j / � / ,. � I � I I V � � IF OVER PAVEMENT � � � :.j I '• ! I E � � • !. I � � � � � d . � � I � ` � � � . �' I �� '� 1. . ;' 30.00' '�• '� USE EXISTING � DRIVEWAY FOR i CONSTRUCTIO d' � N ACCESS AND STAGING OF � BLOCKS • �� c INSTALL CB INSERTS .' (SEE NOTE 4) .d DN CONTROL PLAN 1// / / � � �' OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING � �� / L_ �/��L1�/� I � � ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY � �� i� / � a / � � r UTILITIES MAY REQUIRE A SEPERATE PERMIT. �-wA---wA-- �aar�--,�6A---w - ----wA-- �wA---wA 3 / �' �� - 1f�As - - 1�VA- - - WA- - - WA- - - WA- - W - WA- - - WA- - - WA- - - WA I / / � - .- / - -� WA- - - _f\-O��CT�-7 - - WA - - WA- = - A- - � WA- - - WA- - - WAJ / 21.1 ' /� \ ` / - � -� _ - -.% - Bloc�cstagingarea /I//// //////.- �� I / � ---- ----------� } � r� � //�/////////�///////////.// , r�a � l�� I IC RIM=3,24.93 � I - - � � � � _ _, �,_ - -�- - - - _ -------------------- �� , N 88 52 55 � W 148.50 I I ,' IE " RC - (S)=323.03 I � � �� I � � � I , ��_ I FOUND NAIL W�WASHER I s-- ',�_--=X�---_ - - -__- - i 'i � I AT CORNER _J W OOD FENCE I - - - - ALL STAGING SHALL BE ON PRIVATE PROPERTY. � I 20 EASEMENT FOR I DO NOT BLOCK DRIVEWAY ACCESS - I COORDINATE WITH NEIGHBORS INGRESS/EGRESS &UTILITIES � I SCALE: 1" = 10' EROSION CONTROL PLAN NOTES: 1. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY MARK ALL CLEARING LIMITS. 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST -AMENDED PER THE REQUIREMENTS OF BMP T5.13 IN THE STORMWATER MANUAL VOLUME V, CHAPTER 11. 3. SOILS MUST BE STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED BASED ON THE WEATHER FORECAST. 4. INNTALL CATCH BASIN INLET PROTECTION PER DETAIL 4 FOR ALL EXISTING INLETS ON -SITE AND WITHIN 500' OF CONSTRUCTION SITE IN ROW AND AS PROPOSED DRAINAGE STRUCTURES ARE INSTALLED. 5. ADDITIONAL BMPS MAY BE REQUIRED DURING CONSTRUCTION. FOUND REBAR W/ILLEGIBLE � CAP 0. T(S) OF CORNER I _ _ � r Y � �_ � 2 � 1.5' � m END FENCE 0.4'(N) & � -� 2.0'(W) OF CORNER °p � I#- 3.0 0.3'-►I � ,'� � Z __ 1 1.9' � � � o " �--,� WOOD FENCE '� I 2.2 - - J � i i ' I � 2.5' 0.2 • Imo- 1.3' r ��, o � 3 `, � f � 0.6' 0.4 � m� - � Imo- 3.2' o � FENCE COR. 0.4'(N) & o m � z z � 2.0'(W) ,OF CORNER I c� ti J o 3 - - - U � U f � l ) 7 1 DET,�IL A DETAIL B DET,�I� C 2 SURVEY DETAILS SCALE: NTS �, J i :' w Q H o, m PRE -GRADE TOPOGRAPHY �EDMONDS GIS SCALE: NTS 10 0 5 10 20 M PLN2022-0089 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: - --- -• •-- - - - • JTED _ p(I C� 18/08/202? f:37a CITY ENGINEERING DIVISION �i 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI L �� P� s'�,,, ,�� jO1VAL �� o�� i2� z3 �F= O � ~ N �_ U � � W w o a m N � N � � 0 Y Q DESIGN: BJL DRAWN: JCP CHECK: JPU JOB NO: 230fi4.20 DATE: 04/ 12/23 W U Z m O � N 0 (� p W Q oaf Z 2 � ~ � 0 Z cliMO - � � w o 0 W SHEET: RESU Aug 08 20 CITY OF EDMONI DEVELOPMENT SER DEPARTMENT Z O � Z WQ J J NQ 1..� O Z w O � � U C2.1 1 1 II 1 1 1 II 1 I I I / / / / / / / / I / / / / / � J O O "� \\ I \ I \ I � 3.0' MAX HEIGHT RETAINING WALL PER GEOTECH 323.08 TOP: 325.0 TOW: 324.E BOW: 323.2 TOP: 325.0 TOW: 324.8 BOW: 323.3 TOP:325.0 a TOW: 325.0 BOW: 323.4 - TOP: 326.0 TOW: 325.2 BOW: 323.5 TOP: 326.0 TOW: 325.4 BOW: 323.E TOP: 326.0 TOW:325.6 d BOW:323.7 a � _ r r PROPOSED RETAINING WALL TOP: 326.0 TOW: 325.8 BOW: 323.8 �23 R � TOP: 326.0 TOW: 326.0 BOW: 323.9 TOP: 327.0 a TOW: 326.2 �� BOW: 324.0 I �� TOP: 327.0 I \ TOW: 326.4 � \ BOW: 324.1 a � �O ` TOP:327.0 \ TOW:326.6 \ BOW:324.2 ` TOP:327.0 I \ TOW:326.8 BOW: 324.3 I \ 324.33 I �� TOP:327.0 I' TOW: 327.0 BOW: 324.3 I. a � SDCO IE: 323.45 I a v I \ I� � \ i \ I 30.00' �\I . ---------- --------------- --'-- ---J GRADING AND DRAINAGE PLAN SCALE: 1" = 10' GRADING AND DRAINAGE PLAN NOTES: m SW 1/4, NE 1/4, NEW RETAINING WALL SHALL BE LOCATED ENTIRELY ON PRIVATE PROPERTY SECTION 25, TOWNSHIP 27 SCHEDULE INSPECTION FOR NORTH, I I -----J RANGE 3 EAST, W . M . DRYWELL PRIOR I co 3' X 3' X 3' DRYWELL TO BACKFILL OF I IE: 323.25 TOP: 323.0 � TRENCH AND ALL I BOT:320.0 Q PIPING INTO I I 4" CPP=322.99 IE (4 PVC): 323.0 m DRYWELL. � TOP: 326.0 �.2 w TOW:326.0 � N � i 11.4' BOW: 326.0 � � o /�`� �� I / .. I �' 88152'41 " W 148.52' �� ; WOOD FENCE 11 ---------- --�- _ �L �____ _ � � _X_ � _ / �� _ 10 LF � 4" PERF �I WOOD FENC �- � / -�--�� PVC @ 0.5/ / � / RTY LINE 0.5 OVERLAP � � � / / / p------T--------- l ----------------- F I �--------------- ---- T/T/7T/T/7� /T/7T/T/�T/T/T/7/%T/7T/T/lT// I I I SEE DETAIL 'C' I -I--. �I , -r-- � --------------------- �I ' 'r ,� I 10 LF ^' 4" PERF I / I , PVC @ 2.0% I , � APPROX LOCATION OF � I / I I EXISTING SIDE SEWER � / 1 I ; / PER AS BUILT � I // I SDCO IE: 323.20 r I I I HOUSE /1 ' ,� ' I 1013 SOT ,AREA / I' --�5��--SSA'/ � � � I �I \ / �/ F.F.=336.32' 12, 321 SF /� ,' I I \ /. I ' � / ROOF HEIGHT-347.91 ' 27032500109200 /1 /� 25'STREETSETBACK I I � � / I � II / / I I I � � �� I 00 I � � /J / 20 REAR SEtBACK I 37.56' III // � ' I I \ � �-` � / / / I � I �I ,I I . / � 1/�1/ /1 �/1/11/1/1 1J I 50 LF ^' 4" PERF �I� _ _ _ _ � aq � / d I / I PVC @ 0.5% i /� �� a� �' as ASPHALT /' ' � `- I I I �"� l / I I � I i � APPROX LOCATION OF JI � , I � I 7h Q � EXISTING WATER / - _ \ _ i � I z � �J v i � � I/ SERVICE LINES � / / � - � I I Q f //' / / I I L_ � ///�v // I � �� /�/L1L/ m` / a l , I �- / I it WA- - - WA- - - WA- - -I WA- - WA- - A- - - A- - � WA- - - WA cwn � / // I � � � -- A---wA---wAl---wA---wA •- wA---w�---wA--awA I / � �- I - i --wA---,�oE��--wA---wA-=- A--�/wA---wA- o wAJ i21.1' ' -'/ ' / - / I � / I / I / -L i I I I � -�- - I I � � I II � � � i 2 I I � �� Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. I�--��____I__�__ __ ,/ ----------------------- �, ', N 88°52'S5"II W 148.50' � I I ''rl'� I II II � I FOUND NAIL W/WASHER �---rl------ -- I i II ', '�' I AT CORNER x X X ----�- X---x �-- X -- *---------- I I I WOOD FENCE - - I I I I I ' 20' EASEMENT FOR I I' I INGRESS/EGRESS &� UTILITIES I I /I/ / /� / / / / I / / / . ! CB Kiiui=�,�4.93 1. SOILS REPORT REPORT NUMBER: 1415122 PREPARED BY: NELSON GEOTECHNICAL ASSOC. INC DATED: FEBRUARY 1, 2023 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST -AMENDED PER THE REQUIREMENTS OF BMP T5.13 IN THE STORMWATER MANUAL VOLUME V, CHAPTER 11. 3. TOW AND BOW REFER TO FINISHED GRADE AT THE TOP AND BOTTOM OF THE WALLS, RESPECTIVELY. TOP REFERS TO THE TOP ELEVATION OF THE WALL. 4. A MINIMUM OF 3' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER, AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION FROM ANY CITY -OWNED LINES. 5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE SURFACES. GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 5 CU YDS TOTAL EMBANKMENT (FILL) - 10 CU YDS TOTAL 15 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. 10 C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL 4�' of wash, l� ti� � i i ��is B�� ,�.� S`sIGNAL �� 0�/ 12/ 2� M w � o O Y Q DESIGN: BJL DRAWN: JCP CHECK: JPU JOB NO: 23064.20 DATE: 04/ 1 2/23 Z 0 5 10 20 RESUB Q Aug 08 2023 � CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLN2022-0089 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: - --- -- --- - - - � JTED _ � Cj ��%� 18/08/202? f:3�i CITY ENGINEERING DIVISION I..1..1 U Z m � N � O N (n � Q W Q Q Z J � � � N � Z O (n � � w o 0 � � w SHEET: C3.1 ZIJ