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APPROVED STM ENG RESUB 2-BLD2022-1279+Civil_Plan+7.28.2023_8.20.00_AM+3694289SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM SITE DEVELOPMENT CONSTRUCTION PLANS iG00DN1iGHTSFR 741 ALOHA ST EDMONDS, WA 98020 GENERAL SPECIFICATIONS ALL MATERIALS, WORK, AND CONSTRUCTION WORKMANSHIP SHOWN ON THESE PLANS SHALL CONFORM TO THE APPROVED STANDARD PLANS AND SPECIFICATIONS OF THE LOCAL GOVERNING AUTHORITY. EXCEPT WHERE ADOPTED LOCAL STANDARDS PROVIDE OTHERWISE, ALL MATERIALS, WORK, AND CONSTRUCTION WORKMANSHIP SHOWN ON THESE PLANS SHALL ALSO CONFORM TO THE CURRENT EDITIONS OF THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: -INTERNATIONAL BUILDING CODE -WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON THE ABOVE REFERENCED DOCUMENTS SHALL BE CONSIDERED AS INCORPORATED INTO THIS PLAN SET BY REFERENCE. SELECTED STANDARD DETAILS AND NOTES FROM THE ABOVE REFERENCED DOCUMENTS ARE ILLUSTRATED ON THESE PLANS TO FACILITATE CONSTRUCTION OF THIS PROJECT HOWEVER NOT ALL OF THE INFORMATION REFERENCED ABOVE IS INCLUDED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING COPIES OF THE ABOVE REFERENCED DOCUMENTS AND COMPLYING WITH THE SPECIFICATIONS AND STANDARD DETAILS IDENTIFIED THEREIN. PERMITS 1. THE CONTRACTOR/DEVELOPER/OWNER SHALL BE SOLELY RESPONSIBLE FOR OBTAINING ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS NECESSARY FOR THE IMPLEMENTATION OF THE PROJECT ILLUSTRATED ON THESE PLANS. AS -BUILT RECORDS 1. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 2. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 3. THE CONTRACTOR SHALL RECORD ALL 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 APPROPRIATE PERMITTING AGENCIES PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. SURVEY INFORMATION / EXISTING UTILITIES AND SITE FEATURES 1. LEGAL DESCRIPTION, VERTICAL DATUM, BASIS OF BEARING, BENCHMARKS & MONUMENT TIES ILLUSTRATED ON THESE PLANS HAVE BEEN PROVIDED BY OTHERS OR OBTAINED FROM ONLINE, DESIGN, AND/OR AS -BUILT RECORDS. 2. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES ILLUSTRATED ON THESE PLANS HAVE BEEN PROVIDED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM ONLINE, DESIGN, AND/OR AS -BUILT RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. 3. CSP ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF INFORMATION ILLUSTRATED ON THESE DRAWINGS WHICH HAS BEEN PROVIDED BY OTHERS OR OBTAINED FROM OTHER SOURCES. 4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS ILLUSTRATED ON THESE PLANS AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE, INCLUDING THE LOCATION, DEPTH, SIZE, TYPE, CONDITION, AND CONFIGURATION OF EXISTING UTILITIES AT CONNECTION OR CROSSING POINTS, BEFORE TRENCHING FOR NEW UTILITIES, CONSTRUCTING ANY SITE FEATURES, OR ORDERING ANY PRECAST/PREFABRICATED ITEMS ASSOCIATED WITH THE IMPLEMENTATION OF THIS PROJECT. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND CSP ENGINEERING OF ANY DISCREPANCIES FOUND IN THE FIELD WHICH MAY AFFECT THE IMPLEMENTATION OF THIS PROJECT. 7. CONTRACTOR SHALL PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST TWO (2) BUSINESS DAYS PRIOR TO CONSTRUCTION. SHOP DRAWINGS / REQUESTS FOR INFORMATION / FIELD REVISIONS 1. SHOP DRAWINGS FOR ALL PRECAST AND/OR PREFABRICATED ITEMS, CAST -IN -PLACE DRAINAGE STRUCTURES, AND GENERIC ITEMS (I.E. YARD DRAINS) SHALL BE SUBMITTED TO CSP ENGINEERING FOR REVIEW PRIOR TO FABRICATION, INSTALLATION, AND/OR DELIVERY TO THE SITE. 2. SHOP DRAWING SUBMITTALS, REQUESTS FOR INFORMATION OR CLARIFICATION OF DESIGN DOCUMENTS, AND PROPOSED FIELD REVISIONS MUST BE SUBMITTED TO CSP ENGINEERING IN WRITING VIA FAX, EMAIL, OR U.S. POSTAL SERVICE. ALL CORRESPONDENCE SHALL BE ROUTED THROUGH, REVIEWED AND COORDINATED BY THE ARCHITECT OF RECORD OR THE OWNER'S SITE REPRESENTATIVE PRIOR SUBMISSION TO CSP ENGINEERING. CUT / FILL / SITE STRIPPINGS / SOIL CONDITIONS 1. CUT, FILL, AND SITE STRIPPING QUANTITIES DELINEATED ON THESE PLANS WERE CALCULATED IN WHOLE OR IN PART UTILIZING COMPUTER SOFTWARE COMPARING EXISTING GRADE CONTOURS TO FINISH GRADE CONTOURS AND CLEARING LIMITS ILLUSTRATED ON THE PLANS AND DO NOT ACCOUNT FOR THE INSTALLATION OF UNDERGROUND UTILITIES OR STRUCTURES, SOIL SWELLING OR SHRINKAGE, OR FOR UNSUITABLE MATERIAL WHICH MAY BE PRESENT ON THE SITE. CUT, FILL, AND SITE STRIPPING QUANTITIES SHOULD BE CONSIDERED APPROXIMATE ONLY AND SHOULD NOT BE RELIED UPON FOR BIDDING PURPOSES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING AND/OR VERIFYING THE CUT, FILL AND SITE STRIPPING QUANTITIES NECESSARY FOR THE IMPLEMENTATION OF THIS PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS WILL BE REQUIRED. 3. CONTRACTOR SHALL OBTAIN A COPY OF THE PROJECT GEOTECHNICAL REPORT (IF APPLICABLE) AND PERFORM ALL SITE WORK IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED THEREIN. 4. ANY DISTURBED, SOFT, OR LOOSE SOIL OR ORGANIC MATERIAL ENCOUNTERED DURING CONSTRUCTION SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER TO PROVIDE REMOVAL AND/OR REPLACEMENT RECOMMENDATIONS. 5. ALL FILL SHALL BE PLACED ON SUITABLE NATIVE MATERIAL AS APPROVED BY GEOTECHNICAL ENGINEER WITH TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION. 6. FILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL APPROVED FOR USE BY A GEOTECHNICAL ENGINEER OR COMMON GRAVEL BORROW (WSDOT 9-03.14) PLACED IN MAX 8" TO 10" LIFTS AND COMPACTED TO 90% MAX DRY DENSITY (ASTM D1557) TO WITHIN 2' OF FINISH SUBGRADE. TOP 2' OF FILL MATERIAL SHALL BE PLACED IN MAX 8" TO 10" LIFTS AND COMPACTED TO 95% MAX DRY DENSITY (ASTM D557). 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, CONSTRUCTION, AND PERFORMANCE OF ANY TEMPORARY OR PERMANENT SHORING AND MONITORING TO KEEP ADJACENT STRUCTURES, STREETS, AND PROPERTY STABLE AND FREE FROM SETTLEMENT AND/OR MOVEMENT. SITE GRADING / EROSION CONTROL 1. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS WITHIN RIGHT-OF-WAYS SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 2. ALL DISTURBED SOIL AREAS SHALL BE 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. 3. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 4. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN SPOT ELEVATIONS SHOWN. TOPOGRAPHIC CONTOURS SHOULD BE CONSIDERED APPROXIMATE ONLY AND SHOULD NOT BE RELIED UPON FOR FINAL SITE GRADING. 5. FINISHED GRADE OF LANDSCAPED AND OTHER PERVIOUS SURFACES SHALL SLOPE AWAY FROM BUILDINGS AT A MINIMUM OF 5% FOR A MINIMUM DISTANCE OF 10 FEET. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL, MAINTAIN, AND REMOVE SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES, OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. UTILITY CONNECTIONS / UTILITY INTERRUPTIONS 1. ALL WATER SEWER STORM UTILITY CONNECTIONS, RELOCATIONS AND OR SERVICE INTERRUPTIONS SHALL BE ARRANGED FOR AND COORDINATED IN ADVANCE WITH THE AFFECTED OWNERS AND APPROPRIATE GOVERNING AUTHORITIES INCLUDING THE FIRE DEPARTMENT. CONNECTIONS TO EXISTING WATER/SEWER/STORM/UTILITIES SHALL BE MADE ONLY WITH PRIOR WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 2. EXISTING WATER/SEWER/STORM/UTILITIES WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY THE LOCAL SITE/BUILDING INSPECTOR AND GOVERNING AUTHORITY OF THE AFFECTED WATER/SEWER/STORM/UTILITY PRIOR TO BACKFILLING. FINISH FLOOR ELEVATIONS 1. FINISH FLOOR ELEVATION (FFE) SHOWN ARE FOR GARAGE SLAB OF BUILDING. ELEVATIONS ARE APPROXIMATE AND ARE INTENDED ONLY TO FACILITATE ROUGH GRADING OF SITE. ACTUAL FINAL DESIGN FINISH FLOOR ELEVATIONS SHALL BE COORDINATED IN THE FIELD TO ACCOUNT FOR AS -BUILT CONDITIONS OF THE ROAD AND SITE WORK, FINAL BUILDING CONFIGURATIONS, AND GARAGE LOCATION. UNLESS OTHERWISE NOTED, FINAL GARAGE FINISH FLOOR ELEVATIONS SHALL BE SET TO MAINTAIN POSITIVE DRAINAGE TOWARDS THE ACCESS ROAD. ADDITIONAL PROJECT/SITE DEVELOPMENT INFORMATION THESE SITE DEVELOPMENT CONSTRUCTION PLANS ENCOMPASS ONLY A PORTION OF THE ENTIRE SET OF PLANS/REPORTS NECESSARY FOR IMPLEMENTATION OF THIS PROJECT. THE SITE SURVEY, ARCHITECTURAL PLANS, RELATED REPORTS AND/OR STUDIES CONTAIN ADDITIONAL PROJECT INFORMATION ESSENTIAL TO THE PROPOSED IMPROVEMENTS AND SHALL BE CONSIDERED AS INCORPORATED INTO THIS PLAN SET BY REFERENCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL THE ABOVE REFERENCED INFORMATION AND THE LOCAL PERMITTING AUTHORITY'S "APPROVED FOR CONSTRUCTION" VERSIONS OF THESE PLANS FOR USE IN THE IMPLEMENTATION OF THIS PROJECT. CALL BEFORE YOU DIG 1-800-424-5555 NW 1/4, SECTION, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. NOTE: UTILITY PATCHES WITH LESS THAN 20' OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY SHALL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTER LINE OF THE ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY SHALL BE REQUIRED. ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/APPLICANT CONTACT BRIAN GOODNIGHT CSP ENGINEERING INC PS 737 ALOHA ST 1037 NE 65TH ST #153 EDMONDS, WA 98020 SEATTLE, WA 98115 PROPERTY DESCRIPTION SECTION 24 TOWNSHIP 27 RANGE 03 QUARTER NW --HARBOR LANE BLK 000 D-01 - LOT 1 CITY OF ED SP S-03-161 REC AFN 200501135156 & AMEND UNDER AFN 200607055223 - BEING A PTN OF LOT 7 EXST PLAT TAX ACCOUNT NO CUT/FILL 00731400000701 CUT 260 CY/FILL 120 CY EXPORT MATERIAL TO BE RELOCATED TO APPROVED SITE (SEE SHEET C3.1 FOR HAUL ROUTE) 00731400000702 7 LF 6"0 S=2.00% PVC ,�nmH RIM-77.53 10 LF 4"0 S=2.007. PVC -70,41 E 12 PVC SE 69.59 FLOW CONTROL STRUCTURE TYPE-2 60" [1/C1.1] IE 8" PVC(Sw), 7 89 RIM 78.42 IE 6" PVC(S)-7�7 ' IE 72.94 (SW) IE 72.94 (NE) IE 72.94 (SE) 24 LF 36"0 S=0.50% ADS N-12� SDCO-5 CLEANOUT W/INVERT @ BOTTOM OF TANK RIM 79.95, IE 73.05 4" PVC ® 2.07. MIN CONNECTION _ POINT FOR ROOF DOWNSPOUTS° ,cep. FFE 75.75� CB RIM-79.05 �f '/, '/, '/, IF 8 " S LANDSCAPE EASEMENT' IE 73. AFN 200501135156 DRY UTILITY CORRIDOR -ram f /' ,. N I', ARE, 8, 98 SF PERMEABLE PAVER PATIO % % % % .' 007 400000701 [SD-623, 626] (SEE NOTE) L,, BMP T5.13 j I GAR FFE 85.00-- SPECIAL INSPECTIONS Project Site Category: CATEGORY 1 Discharge location: CITY' S MS4 TO BNSF PROPERTY TO PUGET SOUND Type of area Square footage Stormwater FacWty Lawn and Landscape 4,773 BMP T5.13 Roofs 2,937 DETENTION Hard surfaces 1, 279 PERMEABLE PAVERS X % Retrofit N/A I N/A 4 LF 6"0 S=3.00% PVC CONNECT TO EXISTING 6" PVC STORM LINE (INSTALLED WITH SHORT PLAT PLN2003-00161) 11 LF 6"0 S=3.00% PVC SDCO-1 CLEANOUT RIM 78.31 IE IN (SE) 4" 72.86 IE OUT (N) 6" 72.86 s 18 LF 4"0 S=2.007. PVC = o SDAD-1 AREA DRAIN RIM 75.64 a m IE 72.67 CONCRETE STAIRWELL w/caP ruvUC LINE 05(w) i i i OF CORNER 2.15.22 4'0 S=2.007* PVC FTG INSPECTION REQUIRED PRIOR TO BACK FILL 53 A �¢Y R ! u�T n n a ,�. L"�'E i1" .... y...S P # g 2-150 N ti N t ti # i 15 g- N :N 2-157i n 2-156 2-159 1 2 3 4 5 6 3 2 14 13 s i (4 86) = FF 514 -- -2-174 2-002:2-00312-004 2-005 2 001 s 1%IEfNM t SP S 1 7 z-oo6}2-05 �•2A8 2-008� 'Y" """' 2-007" I 2-177 r# N2-1791 s 24178 " R "' #� "" "" 2-172 ? TR 998 x E T 6TES7 24'2-226 1 s # 2-009 2-01 2 2-010 H 2-175 2-238 2-236 �"w"+"}nwu+rnvni 4 _ 04 ~ "» N 2-oP3 �t z 2-230 -231 2-024 2-176 =2-238 1.# 2-212 < I 3 2 1 03 2-021 2.216 ` - A " „ "+" 2-022 r--- - - ------I 2-171 1 573 e 8 1a9 i 00 01 2 3 a 5 mo 00 2-169 2-170 18 2-029i2-028 2-026 r 2-027 � t z R b4 m 01 02 501 N " .§ 2-034 $ 2-214 a0 °� = 02 z F3c 8 o 3...v,.,,,rv. `� 2-163 1HA WAY-1 2-033 n 2-182= c5 ri o t-231 2-167 5 15 7 2-07412-07 ; 2-166 8 rv.Hm"ry Z LL' 2-203 q 2-196 2-2 2 " li 2-201 01 HA 1 2 9 A D 4365 NE DID(54 6) 2M1072 %2-076� I G -� SP z-os, s c 4 4 ! F=. 1 p 2-202 I� - --- 5 µ2-077� _ -8 Af o A sr- --200 � l 06 H I 2-205 3 8 9 t -B-71 ! 1 { (7888J 2 -075 ! , 4 2-188 P S0 CUNoo� 2-08 7 5 8 '2-21D, 01 EDMONDS ,, PROJECT LOCATION ,0 2 LOH 7565} s26�e1 0B o5 „ ,,, 2.219 2.223 2-2083 2-209 k xs T EDMDND o 3 FI siKn�'li 1 CONDO orvo t s 2 SIPS ! 2-253'2-252 2-251 a 2 1 09 _ " e3s51 2-207 ! 76 10 IC BIM a, --- DA6E-Y----- T � I z SOLID PVC PIPE FROM THE FOUNDATION TO THE CONNECTION TO THE STORM OUTLET SDCO-2 CLEANOUT -RIM 79.85 12" FLOW RESTRICTOR (TEE) IE 73.39 SPECIAL INSPECTIONS REQUIRED BOTTOM ORIFICE 0.50"0 7' WOOD INCA z FOR PERMEABLE PAVERS [SEE SD-301] N, PERMEABLE PAVER EQUIPMENT - / I PAD [SD-623, 626] (SEE NOTE) 27032400223100 IE 72.94 i _ /k 2. 00' REQUIRED FOR PERMEABLE I j j I) j j - ` CLEARING LIMITS 7.875 SF 0 iPAVERS --, 1�► , 6 ; 3.50 SPECIAL INSPECTIONS REQUIRED FOR PERMEABLI VT 1 • v/xzo/0X/o/x', �� PERMEABLE PAVER DRIVEWAY N VICINITY MAP NTS BASIN/TANK PER PLAN 3.00' PAVERS 1 FLOW CONTROL MANHOLE 1 "=5' DRIVEWAY SLOPE 2.071.. 0 1.. DRIVEWAY SLOPE -0.77o086 CLEANOUT PER PLAN --I-- --t FINISH GRADE 80 + 80 EXISTING GRADE I I I I I \ I I I I I I - I I I I I I I I I I I I I I I I I I I I I 75 75 I I I ---- --- - $ CONC. WALK a .Z ° d . ` -. -a. CONC. WALK [SD-623, 626] (SEE NOTE) a - - t CONC. CURB i _ _ _ _ CONC. CURB NO PERMEABLE SURFACES W ALLOWED IN THE ROW 24 LF 36 0 S=0.50% ADS N-1 PERMEABLE PAVER NOTES: IE 12" C C(S)=82.I1 W EXISTING FIR HYDRANT " I PERMEABLE PAVERS SHALL HAVE AN PA�IS of BFAR1Nc; INFILTRATION RATE OF 20 IN/HOUR WITH 7 E 110.01' PAVER SURFACE SLOPED AWAY FROM THE BUILDING AT A MINIMUM 0.5% AND SUBGRADE 12" CITY STORM MAIN FOUND 4'X4" CONC. MON SLOPED AWAY FROM THE BUILDING AT 2.07. W13" DISK MARKED "x" ' DO41N 0 5' . 1 . 2 CB HIM 84.87 ALOHA ST \ DOWN 0.5' 2. 15.22 SSD SD ` - -- STORMWATER MANAGEMENT PLAN ASPHALT RESTORATION FOR SCALE 1" = 20' EXISTING WATER SERVICE CUT AND 1" 0 1" CAP SHALL BE RESPONSIBLAITY OF THE DEVELOPER RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR 18.70' - 7.50% 5.0 LF 7.487. 9'.7 LF 1.507o 5.0 LF - - - - - - 4.98-, - 5' MIN 11P �a 1.50% 5.0 LF ° a -531] a 1.50% 5.0 LF 5 SIDEWALK [STD TR= a- CONC.wi85.86 TJ1.50% 5.0 LF RANSITIIONPAN€ 2.35 84.53- - % 5.79 - _8_ - - 84.91 85.06 7 48% 9.7 LF REPLACEU R B SIDEWALK BACK TO I EXISTING CONSTRUCTION JOINT (TYP) W W 7.5075.0 LF W- -� IF 1 i FFC- 82. 11 SAWCUT/PATCH (MATCH EXISTING CURB/GUTTER/SIDEWALK CL CURB CUT [TR-541] DEPTH OR 4" WHICHEVER IS GREATER) [TR-531] [TR-520] 9 55 57" E I 1 0, 0 1 (BASIS OF BEARILN,NOTE: ASPHALT RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR n Rne Ri ( � - CADA NOTES 70 70 SDMH-2 FLOW CONTROL STRUCTURE TYPE-2 60" [1/C1.1] RIM 78.42 IE IN (SW) 36" 72.94 IE OUT (NE) 6" 72.94 IE IN (SE) 4" 72.94 DETENTION TANK PROFILE SCALE H/V 1 " = 20/2' 1" 0 1„ FOUNDATION WALL FINISH GRADE EXISTING GRADE 3' DIA DETENTION PIPE ADS N-12 PROP LINE --, 1. SPOT ELEVATIONS AND RAMP LENGTHS SHOWN ARE MEANT TO GUIDE THE CONTRACTOR IN CONSTRUCTION OF THE SIDEWALK COMPLIES WITH APPLICABLE TO BE IN CONFORMANCE WITH THE CITY OF EDMONDS STANDARD DETAILS AND ADA STANDARDS. CONTRACTOR SHALL VERIFY CITY STORMWATER CODE FIELD CONDITIONS, ILLUSTRATED SPOT ELEVATIONS, AND FORMWORK FOR COMPLIANCE WITH CITY STANDARDS AND ADA REQUIREMENTS PRIOR TO POURING CONCRETE. ACTUAL SPOT ELEVATIONS AND RAMP LENGTHS COULD VARY FROM THOSE SHOWN. 2. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS 08/14/2023 DETERMINED BY THE CITY ENGINEERING INSPECTOR. RIGHT OF WAY PLAN SCALE 1 " = 10' 1" 0 1,, 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. x x I x i85 85 - -- - --- --- i -- -r--------T- - -- 80 --------- --- -- L---------' 80 75 ------,- - - - -- - - - ------- - - - - -T 75 ---- -------- -'r---------r--------- 7- - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - + - ------ -------- - --- --------------+- 70 70 I- 8.24' `- 4. 00' DETENTION TANK SECTION SCALE H/V 1 " = 10' 1" 0 1" BLD2022-1279 APPROVED FOR CONSTRUCTION REFER ALSO TO: CITY OF EDMONDS ENGINEERING DIVISION STORM DRAINAGE REPORT PREPARED BY DATE: APPROVED AS NOTED JEFFREY S HAYNES ENGINEER, DATED 5/11/2023 AND APPROVED 8/14/2023. BY: VV Wye o8/10/2023 CITY ENGINEERING DIVISION O O c " � z LU 0 Q UJ � ~ O 0 v W C W z % W p � c m H z W N H H Q o 00 10 Ln O O O C O N Ln O O ti N 0 z v W O 1\ � n1 Ln E E Ln o0 �r-Ln c co ^ 5 i S C 5 a v Q1 w Z; o 1` Z M fV 1 3 ` rn.1 LM ' E v W o w� 1\ W V' V RESUB � Jul 28 2023 CITY EDMONDS O DEVELOPMENT SERVICES DEPARTMENT Zt C O O N o Z y W I� c~ Q Q W W O z Q oQo�Z ���V� CITY OF EDMONDS C 1 ■ SHEET 1 OF 5 ENG2023-0005 - ROW PERMIT ENG2023-0002 - SIDE SEWER PERMIT ENG2023-0003 - WATER METER BLD202-1279 RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STDJDIA 2"-6" CONCRETE RISERS DTL SD-320 SERIES USING NON -SHRINK GROUT, PROVIDE SMOOTH FINISH INSIDE AND OUT 8" MIN 18" MAX TOP SLAB HANDHOLDS (2) SEE COE STD DTL GU-423 a° 2 a 6" MAX POLYPROPYLENE SAFETY " STEP/LADDER 12" O.C. (SEE NOTE 6 & 7) 48" 54", 60", 72" OR 96" iv a SAND COLLAR OR p KOR-N-SEAL AROUND PIPE w I I x I I a .t 2'-0" MIN MAX • PRECAST BASE AND INTEGRAL RISER NOTES: 1, CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4, KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 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. 7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE. LEN DATE CITY OF EDMONDS CATCH BASIN, TYPE II 2021 48", 54", 60", PUBLIC WORKS 72"9 & g6" ARD DEPARTMENT AI LAPPROVED BY: R. ENGLISH 30O �Vlp pR0 AS4T�R/gL ry Op p�lVf AAp�OV fQ 8 IVq r£ ,gam wAy qr c��y pROPeA'T1- FULL DEPTH EXPANSION �1 J OI NT EXPANSION JOINT SEE DRIVEWAY CURB J0, £ `1A' (2 �4711 TRANSITIONAL C9R yliblM� DETAIL BELOW (coMMeRCIII) 'T DRIVEWAY APPROACH 44) r CONCRETE CURB AND GUTTER, SEE / O \ COE STD DTL TR-520 6' TYP � EXISTING PAVEMENT FULL DEPTH MAX 15' 1/2" EXPANSION 2' MIN JOINT SAWCUT 8. 7 2% MAX 3 � 4 X Q 6" CURB SLOPE 7 3 2 SECTION A -A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: QCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. O2 DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. �3 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. f 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O5 CONCRETE SHALL BE CLASS 3000. CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB TRANSITION LENGTH SHALL BE 15-FEET. �7 MAINTAIN 1/2" LIP AT GUTTER. O8 IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. DRIVEWAY APPROACH RAPIRiaN2os� CITY OF EDMONDS TYPE I PUBLIC WORKS STANDARD DEPARTMENT D ETAI L APPROVED BY: R. ENGLISH T R - 5 41 I CALL BEFORE YOU DIG 1-800-424-5555 NW 1 /4, SECTION, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. FLOW CONTROL STRUCTURE 4.5 _ I PVC PIPE* NON -SHRINK GROUT 1'-0" MAX CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* I INSIDE THE FCS SET SCREW TO PREVENT ROTATION J IL INVERT* /_ GASKET (TYP) _ Z PVC PIPE a I PVC ADAPTER* W/ CROSS* o DOUBLE GASKET I I AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG rL DRILLED ORIFICE IN PVC INSIDE CAULK SPACE BETWEEN CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE ORIFICE DIAMETER* DETAIL A CONNECTION AND 0• LADDER OR HAND HOLDS CONTROL DEVICE (SEE DETAIL A) OUTLET PIPE r \ SPILYPROPYLENE _ TEE* SPOOL* J r ELBOW* DRILLED J ORIFICE DIA* PVC INSIDE CAP PLUG* I I CINCH ANCHOR ALLOWABLE OUTLET LOCATION (180" to 315") {� WIRE ROPE (SS) FINISHED GRADE CATCH BASIN TYPE II SCUP DEFORMED DEFORMED V-NOTCH WEIR AS NEEDED* PER COE 57D DTL STEEL 3/8'ROD --}MIN SD-300 (SS OR OVERFLOW ELEV* e ALUMINUM) SUPPORT (2 REQ'D) ADDITIONAL ORIFICE 17f + LENGTH TO FIT AS NEEDED* r INIVERT* 1'-0" MIN * PVC PIPE & I 1'-6" MAX CROSS FLOW CONTROL + �I 1 STRUCTURE CONTROL DEVICE ; SEE DETAIL A ev DETENTION PIPE PIPE SUPPORT (LENGTH. DIAMETER. DETAIL B DIAMETER* 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. REVISION DATE FLOW CONTROL JANUARY 2018 CITY OF EDMONDS PUBLIC WORKS (STRUCTURE FCS) STANDARD DEPARTMENT \ D ETAI L s} I g 9 Q APPROVED BY: R. ENGLISH S D- 3 01 PAVEMENT - BASE COURSE, SEE NOTE 3 ,,-PERMEABLE UNIT PAVERS PER MANUFACTURERS RECOMMENDATIONS, SEE NOTE 1 JOINT FILLER AND LEVELING COURSE (AASHTO GRADING NO. 8), SEE NOTE 2 CRUSHED SURFACING CHOKER COURSE, SEE NOTE 4 PERMEABLE BALLAST, SEE NOTE 5 RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS STORMWATER CODE), SEE NOTE 6 SUBGRADE, SEE NOTE 7 RESTRICTIVE LAYER GENERAL NOTES: 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND INFEASIBILITY REQUIREMENTS. 2, THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO 5ATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED, 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. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. NOTES: 1. SURFACE SLOPE SHALL BE 0.5% MINIMUM. MAXIMUM SLOPE PER MANUFACTURER. 2. JOINT FILLER AND LEVELING COURSE SHALL CONFORM TO WSDOT 9-03.1(4) COARSE AGGREGATE FOR PORTLAND CEMENT CONCRETE, AASHTO GRADING NO. 8, OR PER MANUFACTURER RECOMMENDATION. 3, PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 4. CRUSHED SURFACING CHOKER COURSE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2 9-03.9 2)) .OPT2. { ( 5. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).0PT1. 6. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2022 CITY OF EDMONDS STORMWATER ADDENDUM. 7. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. $� REVISION DATE - CITY OF EDMONDS TYPICAL PERMEABLE FEBRUARY 2023 UNIT PAVER SYSTEM PUBLIC WORKS STANDARD = `-- DEPARTMENT 1 -=- DETAIL at.1890 APPROVED BY: R. ENGLISH SD-623 1 ` (MIN) ABOVE SE HIGH GROUNDWATE OR HYDRAULICA sw/off 1, f%/f/f/_ F-0 WE 6 1/2" 5 1/2" 1" o a 0.05 FT/FT 04 4 a a c dR=1/2" a 4 d a 2' MINIMUM SAWCUT SEE NOTE 10 HMA DEPTH SHALL BE 4" FOR RESIDENTIAL ROADS AND 6" FOR ARTERIALS AND COLLECTORS s SEE NOTE 12 2" OF 5/8" 18" STANDARD 6" CSTC OR CSBC PER WSDOT MINUS CSTC SEE NOTE 11 STD SPEC 9-03.9(3) SEE NOTE 13 STANDARD TYPE "A" CURB/GUTTER NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET. 5, FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 7. FINISH SHALL BE LIGHT BROOM. & CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND GUTTER DETAIL TR-520. 12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA WHEN FULL ROAD RECONSTRUCTION IS REQUIRED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. --ee- REVISION DATE CITY OF EDMONDS VERTICAL APRIL 2021 CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL Fs a 9 APPROVED BY: R. ENGLISH I T R- 5 2 0 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED UNDISTURBED NATIVE VEGETATION 0" TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOILt/�\/�fy \f//�\/~< UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 - NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. 2" ORGANIC MULCH-/ % GRASS: SEED OR SOD V/ J f/� 0 I - ^„_„_ _.._. 3" OF COMPOST -1111111-111=111=111= 111-11111-111-111-111-11 1,75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF _ I II = 1I1-111=ll1 I IIIIIIIII-III- 1I1= III -III �1�111-11=11 IIIIIIIIIIIII INTO 6.25" OF SITE SOIL ( TOTAL SITE SOIL (TOTAL AMENDED = Tfl==jjT 1jj=jjj AMENDED DEPTH OF 9.5",FOR A DEPTH OF 9.5" FOR A I� IIIIIIIIIIIIII --(=jjJ I �IIIIIII-III- I T I I IIII I�IIIIIIIIII IIIII I I� I �I I IIIII I I SETTLED DEPTH OF 8" SETTLED DEPTH OF B") -I -I 1111 � 111-III=1 -1 I I 11=1I I� I 1 T7111-11 .III-1 1= 11=1 6" 11=1I III I I� I� I �I I I 11=1 I I III I=11 -11 SUBSOIL SCARIFIED 4" BELOW J li SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER i- �:-'- COMPOST AMENDED LAYER (12" BELOW 501E SURFACE) ,- . f/ I ' � � L " 12BELOW SOIL SURFACE ( ) / 12 OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORGANIC i GRASS: SEED SHALL BE FENCED AND EXISTING VEGETATION AND SOIL SHALL BE MULCH OR SOD PROTECTED FROM CONSTRUCTION -I �- III III-�III--- -� II II-I-I I M PACTS. 6" IMPORTED TIT-1iT-TIT�TTf_ TTi-TTi-Tii 6" IMPORTED 2. TO MEASURE SETTLED DEPTH WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III-1 I-11-11 I� I- I �I I I=1 I I=1 I I=1 I I=1 I I=1 I I I� I=1 �I IT-1 IT-1 I �I I I=1 I I=III=1 I ICI TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED III=III=III=111�1�111-I I -III -I 1=III=III-III I� III=1I[MI1=III-III�II-III �I II-III=III=11 I� I (COMPACTED CAUSING EROSION. DEPTH} _ _ - I_=I II _ - l-1 g13. - DEPTH) COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 EDMONDS STORMWATER SUBSOIL IS L--_ ` - �11 !; SUBSOIL IS " ADDENDUM (CHECKLIST 7). SCARIFIED 6 i �� - _L SCARIFIED 6 BELOW MPORTED a\; ` F �\ \. %. \�/ - ' BELOW IMPRTE 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX '�//� /\�%"� =,'cif 12° !/ /\, {;' TOPSOILDMIX REQUIRED) TO BE TO 557. (MAX) OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1S57), REVISION DATE POST CONSTRUCTION SOIL APRIL 2021 CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL �sf 1g9� APPROVED BY: R. ENGLISH SD-642 1/2" FULL DEPTH EXPANSION 10' JOINT DUMMY JOINT e 4 a- d 4 ¢. � a 4 4 a 4 c a d a a a a 4 4 d- 4 d CURB/GUTTER SEE COE STD DTL TR-520 d d ------------- a m PL4N VIEW (NOT TO SCALE) 1' 5' MIN MIN, 2% MAX FULL DEPTH 1/2" EXPANSION JOINT MATERIAL 2% MAX z �r © e a 4 \ a 4 /I `2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 & 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1 /8'° TO 1 /4" 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. a d " IV2' JR4- 3. FINISH SHALL BE LIGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION, 9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS _31I REVISION DATE CITY OF EDMONDS APRIL 2021 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL bm � s f 189 �) APPROVED BY: R. ENGLISH T R - 5 31 DEPRESS LANDSCAPING 1" 1 - 2 ROWS OF UNIT PAVERS NEXT TO EDGE TREATMENT OVER CONCRETE BASE THIN SET MORTAR /FLUSH EDGES .,V PERMEABLE UNIT LANDSCAPING PAVER SECTION PER STD DLTAIL 5D-623 EXTEND TO BOTTOM OF CONCRETE BASE, SEE NOTE 1 PAVEMENT BASE COURSE 4" - 8", MATCH PAVER WIDTH MORTARED PAVER AT LANDSCAPING DEPRESS LANDSCAPING 1" NEXT TO EDGE TREATMENT 10" LONG x 3/8" DIA. GALVANIZED TRAFFIC RATED METAL STEEL LANDSCAPE SPIKE SPACED EVERY EDCE RESTRAINT 2' FOR STRAICHT SECTIONS AND EVERY PER MANUFACTURER 1' FOR CURVED SECTIONS PERMEABLE UNIT PAVER SECTION PER STD DETAIL SD-623 LANDSCAPE GEOGRID BETWEEN LEVELING AND BASE EXTEND BASE 6" (MIN) BEYOND EDGE OF PAVER COURSE TIED TO EDGE RESTRAINT OR PER MANUFACTURER'S RECOMMENDATIONS WHEN SPECIFIED BY ENGINEER METAL PAVER EDGE AT LANDSCAPING (FOR PRIVATE PROPERTY ONLY) NOTES: 1. CONCRETE SHALL BE CLASS 3-3000 PSI. CONCRETE REINFORCEMENT AND EXPANSION JOINT PLACEMENT TO BE SPECIFIED BY ENGINEER. REVISION DATE CITY OF EDMONDS EDGE TREATMENTS DECEMBER 2017 AT PAVER INTERFACE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 6 2 6 BLD2022-1279 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED Jai/ datti•t u 08/10/2023 BY: vv CITY ENGINEERING DIVISION O O Q vVi C F- Z Z Lu 0 Q L ~ O 0 v W C W ZLu % w ~ Z m r r., � N H H Q o o0 Lh 'ZI. 0 0 0 Lu o ri vl 1\ M Ln LA ++ �•Ln O C �AJ., Ir Ir v i Lm C O 4, O LM `t c c Q-0- �ai AALIJu v jC �i ti M N v Woo W Vtj RESUB Jul 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT X O W O O 0 0 �Z y W v'f �QN\W c- oa0�Z �r*%W v CITY OF EDMONDS C1m2 SHEET 2 OF 5 RESIDENCE 1 1 2- CLEANOUT (MAX) (TYP) w z z a w CLEANOUT a U) WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12" t r FINISHED GRADE WATER TIGHT CAP 45' RISER 45' 4" OR 6" SIDE SEWER GENERAL CLEANOUT DETAIL 12" LOCKING COVER SEE NOTE 3 w � w LEVELING CDLLAR a-� 0 SEE NOTE 4 d d cy r ASPHALT SURFACE "-1 FOOT LONG 12" PVC SLEEVE 6" RISER END OF PIPE GRIPPER PLUG (CHERNE 270261 OR APPROVED EQUAL) TYPICAL CLEANOUT UNDER ASPHALT OR CONCRETE ` S I . la`s" I- z w o 12" LOCKING COVER d SEE NOTE 3 �I END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) d U LEVELING COLLAR - SEE NOTE 4 12" PVC SLEEVE J 6" RISER 6" WYE AND --<zZ::� rr 6" CITY STUB 45' BEND 4" OR 6" -' SIDE SEWER CLEANOUT DETAIL AT PROPERTY LINE/CITY EASEMENT NOTES: 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. 4,LEVELJNG COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: • IN ROADWAYS PER COE STD DWG GU-424 • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS DEPARTMENT CALL BEFORE YOU DIG 1-800-424-5555 APPROVED BY: R. ENGLISH REVISION DATE FEBRUARY 2023 STANDARD DETAIL SS-200 NW 1/4, SECTION, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. SDMH RIM - EXISTING CLEANOUT IE 6" PVC(rI IE 12" PVCRIM 79.11 ( IE 8" PVC(SI IE—IN 76.11 (S) EXISTING 6" PVC SIDE SEWER IF 6" Pvc(- ,' IE—OUT 76.11 (N) DRY UTLILTY NOTE: CONNECT TO EXISTING SIDE SEWER & A MINIMUM OF 3' HORIZONTAL SEPARATION AND 1' VERTICAL ° t RELOCATE CLEANOUT. INSTALL A 12" CAST SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, So/ �� �' `SO IRON LAMPHOLE COVER W/1/2" HEX BOLTS PHONE, CABLE, ETC.) AND SEWER, WATER, AND STORM AND 5' FROM �� T= AND A PICK HOLE W/24" CONCRETE ANY CITY MAIN LINES. i m LEVELING COLLAR (VERIFY IE) [STD SS-200] L1 �� FOUND R7PAP I"/rap QU 0 CA C&C FEN SSCO-2 �N) 5 z N '(E) & CORNRIM 79.25 z OF 2.15.2 IE 76.14 So T' / ssCO (VERIFY IE) INVERT ivvi ubu- r i FFE 75.75 RIM=79.05 / I 16 LF 4"0 S=2.00% PVC 8" PVC(NE)=76.07 o SSCO-1 RIM 79.98 I % DRY UTILITY CORRIDOR IE 76.40 �� \ q RE q 7' WOOD (PER BLDG DEPARTMENT) CN CC \ \ op ! !.! 8,498 SF / - 31400000701 SIDE SEWER NOTE: THE CITY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE \ LATERAL TO DETERMINE IF IT IS ACCEPTABLE TO RE USE. CONTACT i \ I ENGINEERINGPERMITS@EEDMONDSWA.GOV TO SCHEDULE INSPECTION. Ln 27032400223100 GAR FFE 85.00 I I� I g2 I CLEARING LIMITS 7.875 SF O00 I CURRENT 3/4" METER SHALL BE CUT AND CAPPED AT WATER MAIN BY CITY CREWS (CONTRACTOR IS RESPONSIBLE FOR ASPHALT RESTORATION) kv o — — N 89 T,,,41a 886 °$ �d 8 CONC. W726f LF 1.5" POLY WATER SERVICE 4' 22.6' 70NC. WALK LINE (WITRACER WIRE) PER UPC — CONC. CURB / ( CURB � / � F------moo CONC. M W 1" METER SERVICE [W-130] L 12' cONC(S)=82.11 W EXISTING NG FIRE HYDRANT bl N EXISTING WATER MAIN! BASIS of BEARING) FOUND 4'X4" CONC. MON \ Fnimin a"u4" CONC. MON W/3" DISK MARKED "X" \ WATER/FIRE SERVICE NOTE: IKED "X" nnwmi n s' 2 12 CB RIM=84.87 WATER METERS, SUPPLY LINES, APPURTENANCES, 5.22 MAIN PRESSURE, AND FIRE FLOW SHALL BE VERIFIED BY THE FIRE SYSTEM DESIGNER AND/OR PLUMBER PRIOR TO CONSTRUCTION TO VERIFY COMPLIANCE WITH WATER/SEWER/UTILITY PLAN THE UPC AND APPLICABLE FIRE SPRINKLER CODES. 11115 SCALE 1 " = 20' 1" 0 1" PROPERTY LINE n R.O.W. FINISHED GRADE- METERYSUPPLIED I I —[ BALL VALVE DIRECTION OF FLOW A J D MATERIAL LIST: O ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING O 1 " BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) DUAL PURPOSE UNION D� MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1" OTIN WHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S G IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID HS FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT ID 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE @J SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING KO WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) (L PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT, CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS M BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS 1" WATER SERVICE JANUARY 2021 FOR 3/4" & PUBLIC WORKS 1 " METERS) STANDARD DEPARTMENT DETAI L riiiiiiiiiii7APPROi BY: R. ENGLISH WA-130 1aByzerx1A1111i APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED JdJ Wlxrt•oiz 08/10/2023 BY: CITY ENGINEERING DIVISION o0 � Q C v 0- Z w Q_ � Q LU O W ` C Z 0 C i m Ln 0 0 W N H H ^' Qo 6 'A CD o p Z LU 0 o r 1\ n1 Ln o0 In r- Lnco C s A 4J i h z LA v v W *' O u Z ti Im 3 H E v WM O W V' V RESUB Jul 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Zt 5 o '` fV Q9 o co W a W Zak y =o W ooz W o�� Q ^L CITY OF EDMONDS C2m 1 SHEET 3 OF 5 NW 1/4, SECTION, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. e b O 193 rd PI SA, q 1 193rd PI 55b' FOBBY ` � a� &e rra Dr iy��.i • F�` _ .i a I' 3rd Sl s'Tf LOBBY 1ati111 Lei; L", 194th St SS'b' q .135fl n T > t �. i94th SI SW 7.9 g us 'API SAY - 194th St SW Bank Brc•Hn eay RAI r3hlrp �^ >J'�,, 2 Dyi. 6 g41n G'1 vY z a a L 19 5111 St SW Tmdr Pu3et Clr-- ��------......19 Lith Et S'rV FFa ------•.......... .... .. (,. :jl......19fith _,, .�..-...... ...---•-_-..-............ ... ..- Ja4s . 15----..--------196th St SIN------- 195th St -...-_. ---.....-�--------adoLadenLmI M lodY Ln - 'OFC Ak"1 c 4 Q,Hop jm' F9rk n moo IL 196t11 St SPJBrckm�re -A 19`JIh St S4'J 1991n PI s4'JRC-1,1 PrkG.ffL29D1h St SVJ Caspe SI .............. 2COth St SW iN th 51 SW Ca urea aVISN Y5'i1j � EtlnmuniCommunitylnszi F•1NIDu.Win Ln vi6b Pi2D1st 51 S�.WzX701stPI SvJ?. ? q d46 ItCascww Or-ca 202rd St S'W C -- 2.72nd St &.11 s x Isza1 79 JOANN Fa trk a"d0.fl Stone omca Lollar 4� NMI S 6a��1. Tree c. 20OttI St SVti o. 1= 2ueM PI SN. Caro I YYay e Sierra PI 2i4nd St S4•i 3 2C2M PI w HAUL ROUTE (SINGLE TRUCK ONLY NO TRAILERS) CONSTRUCTION SEQUENCE NOTES f- 1. SCHEDULE PRE -CON THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITSOEDMONDSWA.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 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. _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-CF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE x Isza1 79 JOANN Fa trk a"d0.fl Stone omca Lollar 4� NMI S 6a��1. Tree c. 20OttI St SVti o. 1= 2ueM PI SN. Caro I YYay e Sierra PI 2i4nd St S4•i 3 2C2M PI w HAUL ROUTE (SINGLE TRUCK ONLY NO TRAILERS) CONSTRUCTION SEQUENCE NOTES f- 1. SCHEDULE PRE -CON THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITSOEDMONDSWA.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 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. _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-CF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR- CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE r PUBLIC WORKS STANDARD DEPARTMENT DETAIL 18°'© APPROVED BY: R. ENGLISH ER-901 CALL BEFORE YOU DIG 1-800-424-5555 NTS 0 1" FILTER FABRIC FENCE [STD ER-900] SDMH RIM=77.53 IE 6" PVC(N)-70.41 IE 12' PVC(SE)=69.59 IE 8" PVC(SW)=73.89 IE 6" PVC(S)-72.43 S� U PS 5 `l ANC 1�"'' 1 OF .1 2 CLEARING LIMITS I� ❑ I �JFOUND REBAR W/CAP C&C FENCE LINE 0.5'(W) OF CORNER 2.15.22 )=76.07 / / .0 , , r- °6 i .pp i X I I C V 1 j� jA / - - AREA 7' WOOD z r � 8,498 SF X co I 00731400000701 Oi ORANGE PLASTIC - - I CONSTRUCTION FENCING (TYP) /i'/ TEMP STOCKPILE LOCATION (COVER 1 �'� ��q �- 82 - g 27GJ240022JI00 WITH 24 HOURS) ALL DISTURBED AREAS WATER IS REQUIRED TO BE ON -SITE DURING 8 � � `� ���- �; / / � it TO BE COMPOST CONSTRUCTION. EXISTING 3/4 WATER AMENDED PER 2014 METER CAN BE USED UNTIL THE NEW WATEF SWMMWW BMP T5.13 �_o�E'o TAP HAS BEEN INSTALLED. INSTALL ABV ON THE CUSTOMER SIDE OF THE METER. r vx X', X o - N 9-- y F' - O 86 op � 4 8 CONC. 4. WALK °� d° a d O O d �a _a CONC, WALK 'URB 11 ,1CONC. CURB i E �ti - 12" C , c(s)=82.1 1STABILIZED CONSTRUCTION CATCHBASIN INLET PROTECTION ENTRANCE [Sly ER-901] ---_ [STD ER-902] (TYP) I .01' (BASIS of BEARING) (SEE NOTE) a FOUND 4"X4" CONC. MON \ FOUND 4"X4" CONC. MON W13" DISK MARKED X" ��» \ CB RIM=84.87 ALOHA S T STABILIZED CONSTT�UC110N ENTRANCE NOTE: DOWN 0.5' 2.15.22 \ SPECIAL INSPECTION IS REQUIRED FOR CONC. CURB �SD SD CB RIM-84.96 PERVIOUS, PAVER SUBGRADE. JRB VALK Ss�a d ^Q SS a. - _ _ -SS CONC. WALK SS CATCHBASIN INLET PROTECTION NOTE. - ° GENERAL TESC NOTE: _ FILTER SOCKS SHALL BE ADDED TO ANY INSTALL AND MAINTAIN ALL TESC MEASURES CATCH BASINS DOWNSTREAM FROM THE ACCORDING TO APPROVED PLANS. CITY OF EDMONDS CONSTRUCTION SITE. STANDARD DETAILS, AND ALL OTHER MEASURES CONSTRUCTION SWPPP SCALE 1 " = ZO' 1" 0 1" 2" x 2" WOOD/57EEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL r NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 0I rWIRE MESH FENCE FABRICTO PPORT FLIER N 1 BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. ter. 1r.. THIS AREA IS PROPOSED TO BE PERVIOUS PAVEMENT. IF CONSTRUCTION ENTRANCE CAN NOT BE MOVED AND AREA CAN NOT BE PROTECTED WITH ORANGE FENCING THEN A SPECIAL INSPECTION SHALL BE REQUIRED ON THE SUBGRADE PRIOR TO INSTALLATION OF PERVIOUS SURFACE. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 0 0 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER 50CK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 BLD2022-1279 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED jdj t#94t y.,au 08/10/2023 BY: vv CITY ENGINEERING DIVISION O O � Q C 5 Lv., _ ~ Z LU o ¢ M C 0 W Z > LU L^ m W N H ~ o 0 Ln O O C O 44 1\ � M^ I� I+ 1 Ln U0 a - Ln c c CC,Q1 co 4J i h v1QG� s 440 =c L c) v v W *' O U u 1� Z ti N 3 M H E Wv O 1� W V' V RESUB Jul 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C C N co o O tj ZLol ak � _ a zt-Q 0 Z h 0 L 0 V CITY OF EDMONDS C3m 1 SHEET 4OF 5 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) - 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER 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 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 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 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. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. Revised 05.15.2017 CALL BEFORE YOU DIG 1-800-424-5555 NIX/ 1/4, SECTION, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. 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.KOBLYKAEDMONDSWA.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 Revised 05.15.2017 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 Fffl "F TIFV ENE P1 " ST46 FOAM AS A CUSHION BETWEEN THE UTILITIES. ETHAFOAM 200 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, Revised 05.15.2017 \\\// SEE COE STD DTL GU-410 0Z �-w � 0bj a 0 U BEDDING MATERIAL (1-1/4" MINUS) 6" MIN // / /r / // CRUSHED SURFACE BASE COURSE // // (SEE NOTE 2 BELOW) / / / O w IL 6" MIN // // // // /J // FOUNDATION (IF REQUIRED) / // / SEE NOTE 4 8" MIN I+ ­4 8" MIN NOTE NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE " 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE " 24" FOR 8" DIAMETER PIPE " 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFlLL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. Q r -i8"'4 tU- CITY OF EDMONDS TYPICAL TRENCH SECTION PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH EXISTING, MATERIAL` FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. ri a d d d d d d 4 A BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFlLL SHALL BE COMPACTED r TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFlLL 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. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 410 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED jd1 W94t",, u 08/10/2023 BY: VV CITY ENGINEERING DIVISION LU o Ln O 0 ti ti O z f- v w O Q" 0-1 n1 Ln Ln a Ln C co � V1 �i Q 440 cc M'm aJ LA v v W +.+ O Z m N 3 n1 H E O 2 v RESUB Jul 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CITY OF EDMONDS C4m 1 SHEET 5 OF 5