Loading...
650 BELL APPROVED CIVILSA B C D E F G H I Jv K GENERAL NOTES: NECESSARILY COMPLETE. IT IS THE SOLE 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR PRIOR APPROVAL. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN Y WW z RESPONSIBILITY OF THE CONTRACTOR TO DIMENSIONS AND LOCATIONS OF BUILDINGS, 25. THIS PROJECT IS NOT A BALANCED EARTHWORK THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO o a < KEY NOTES INDEPENDENTLY VERIFY THE ACCURACY OF ALL LANDSCAPED AREAS AND OTHER PROPOSED OR PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND 95%. COMPACTION TEST REPORTS SHALL BE w ¢ W UTILITY LOCATIONS SHOWN AND TO FURTHER EXISTING SITE FEATURES. ROCK MATERIALS ARE REQUIRED. PROVIDED TO THE CITY PRIOR TO PAVING. oz � w KEY DESCRIPTION DETAIL/ SHEET 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS DISCOVER AND PROTECT ANY OTHER UTILITIES NOT 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW w w f) m IS INSTALL TEMPORARY STORM DRAIN SHALL CONFORM TO THE CITY OF EDMONDS SHOWN HEREON WHICH MAY BE AFFECTED BY THE FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BETWEEN FINISHED CONTOURS OR SPOT UTILITY BY 6" OR LESS, PLACE POLYETHYLENE z z a o z F OClC05 STANDARD PLANS AND DETAILS, THE FOLLOWING IMPLEMENTATION OF THIS PLAN. CONTRACTOR BE INDEPENDENT OF OTHER SITE DRAIN LINES AND ELEVATIONS SHOWN. PLASTIC FOAM AS A CUSHION BETWEEN THE INLET PROTECTION w w o F5 w SPECIFICATIONS AND CODES, AND ALL OTHER SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM 27. FINISHED GRADE SHALL SLOPE AWAY FROM UTILITIES. ° z 9 z INSTALL TEMPORARY STORM DRAIN APPLICABLE LOCAL MUNICIPAL, STATE, AND � 00 o < - W o O2 INLET PROTECTION TO STORM DRAIN C/C05 FEDERAL CODES, RULES AND REGULATIONS: CONDITION OF EXISTING UTILITY LINES AT WHERE INDICATED ON THE PLANS. BUILDING WALLS AT MINIMUM 5% SLOPE FOR 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) W o o W ¢ m wo INLETS WITHIN 50' OF THE SITE -CURRENT INTERNATIONAL BUILDING CODE(IBC) CONNECTION OR CROSSING POINTS BEFORE 17. ALL REQUIRED STORMWATER FACILITIES MUST BE MINIMUM DISTANCE OF 10 FEET. FOR CONTINUATION OF SITE UTILITIES WITHIN THE LL W W ,�-- TRENCHING FOR NEW UTILITIES. ENGINEER CONSTRUCTED AND IN OPERATION PRIOR TO 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND BUILDING. v o o J °J � a CONTRACTOR TO SWEEP - 2018 WSDOT/APWA STANDARD SPECIFICATIONS ASSUMES NO RESPONSIBILITY FOR THE INSTALLATION OF ANY PAVEMENT UNLESS SHALL INSTALL AND MAINTAIN SHORING AND 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) w w a v 0 ¢ w 0.3 STREETS/ALLEY DAILY OR AT MORE - FOR ROAD, BRIDGE AND MUNICIPAL a a 0 ¢ o U Q COMPLETENESS OR ACCURACY OF THE EXISTING OTHERWISE APPROVED BY THE ENGINEER. BRACING AS NECESSARY TO PROTECT WORKERS, FOR EXTERIOR ELECTRICAL WORK. z z W > > z FREQUENT INTERVALS AS NEEDED CONSTRUCTION UTILITIES AND SITE FEATURES PRESENTED ON 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, EXISTING BUILDINGS, STREETS, WALKWAYS, 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) w w = z o O INSTALL APPROXIMATELY 334 LF A & D/C05 WASHINGTON STATE DEPARTMENT OF ECOLOGY 0 _ ~ PERIMETER PROTECTION* STORMWATER MANAGEMENT MANUAL FOR THE THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL UTILITIES AND OTHER EXISTING FOR SITE IRRIGATION SYSTEM. > > � I- > o � U oS 0° 0 m PUGET SOUND BASIN (CURRENT EDITION). IMMEDIATELY OF CONFLICTS THAT ARISE. BE CONNECTED TO THE STORM DRAINAGE SYSTEM, AND PROPOSED IMPROVEMENTS AND 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE W ¢ 0 0 ALL EXISTING IMPERVIOUS SURFACES 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNLESS NOTED OTHERWISE. EXCAVATIONS AGAINST LOSS OF GROUND OR PROVIDED TO CITY ENGINEERING DIVISION FOR W z z o O AND VEGETATION ONSITE TO BE _ 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON UTILITIES DURING CONSTRUCTION AND SHALL 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, CAVING EMBANKMENTS. CONTRACTOR SHALL APPROVAL PRIOR TO INSTALLATION. m m m w o � ¢ THESE DRAWINGS REFER TO CITY OF EDMONDS < o a 2 2 REMOVED STANDARD DETAILS, UNLESS NOTED OTHERWISE. CONTACT THE UNDERGROUND UTILITIES. LOCATION ROCKERIES, ETC. SHALL CONNECT TO THE ONSITE ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING m � ¢ O INSTALL TEMPORARY STABILIZED SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR DRAINAGE SYSTEM AND BE ROUTED THROUGH A AND BRACING, AS REQUIRED. o o CONSTRUCTION ENTRANCE F/C05 3. A COPY OF THESE APPROVED PLANS MUST BE ON TO CONSTRUCTION. SUMP PRIOR TO DISCHARGING TO THE PUBLIC 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE LEGEND: THE JOBSITE WHENEVER CONSTRUCTION IS IN 0 C) 0 ~ PRELIMINARY STOCKPILE LOCATION. PROGRESS. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND STORM SYSTEM. CITY AND FOLLOW CITY PROCEDURES FOR ALL o o Lu G Q„ ta7 CONTRACTOR TO DETERMINE FINAL - 4. DEVIATIONS FROM THESE PLANS MUST BE DIMENSIONS AT THE PROJECT SITE BEFORE 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT o ® J Q ST C PI L C TIO APPROVED BY THE ENGINEER OF RECORD AND THE STARTING WORK AND SHALL NOTIFY OWNER'S PERMITS REQUIRED FOR SHUTOFFS, STREET CLOSURES OR OTHER ACCESS TEMPORARY CONSTRUCTION ENTRANCE Z RREPRESENTATIVE OF ANY DISCREPANCIES. INSTALLATION OF ALL SITE IMPROVEMENTS RESTRICTIONS. CONTRACTOR SHALL NOT INSTALL ORANGE CONSTRUCTION LOCAL GOVERNING AUTHORITY. SIMILAR TO PROTECT 5. CONTRACTOR SHALL RECORD ALL APPROVED x FENCING 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE INDICATED ON THESE DRAWINGS. RELOCATE OR ELIMINATE ANY HYDRANTS PERIMETER PROTECTION SUBGRADE OF PERMEABLE DEVIATIONS FROM THESE PLANS10 A A SET OF AND MAY CHANGE DUE TO FIELD CONDITIONS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED WITHOUT FIRST OBTAINING WRITTEN APPROVAL PAVEMENT AND INFILTRATION "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL 11. CONTRACTOR SHALL OBTAIN A COPY OF THE FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR FROM THE FIRE MARSHAL. 1 STOCKPILE LOCATION DRYWELLS FROM COMPACTION AS -BUILT CONDITIONS ON ONE SET OF GEOTECHNICAL REPORT (WHERE APPLICABLE) AND TO FINAL CONSTRUCTION ACCEPTANCE, 30. COORDINATE AND ARRANGE FOR ALL UTILITY _ / z FROM HEAVY REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE PROVIDE TO THE CITY WATER QUALITY CONNECTIONS, UTILITY RELOCATIONS AND/OR DRYWELL /PERMEABLE PAVEMENT > ¢ N U DURING CONSTRUCTIONo o ` EQUIPMENT TO MAXIMUM EXTENT OWNER PRIOR PROJECT COMPLETION AND CONTENTS THEREOF. ALL SITE WORK SHALL BE TECHNICIAN, A COPY OF THE BACKFLOW TEST SERVICE INTERRUPTIONS WITH THE AFFECTED © ---0-- SUBGRADE PROTECTION FENCING = 0 w N N o FEASIBLE IF NOT FEASIBLE AND - ACCEPTANCE A SET OF AS -BUILT DRAWINGS SHALL PERFORMED IN STRICT COMPLIANCE WITH THE REPORT. TEST REPORTS CAN BE FAXED TO OWNERS AND APPROPRIATE UTILITY COMPANIES. V, M 425 744 6057 OR EMAILED TO CONNECTIONS TO EXISTING UTILITIES SHALL BE (o 00 3 O .- ¢ N N 3 8 SUBGRADE IS COMPACTED DURING BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF CONSTRUCTION, OVER -EXCAVATE FINAL APPROVAL OF THE BUILDING CONFORM TO THE RECOMMENDATIONS OF THE TESTING SHALL BE COMPLETED BY THE OWNER THE AUTHORITIES GOVERNING SAID UTILITIES. SUBGRADE AREA, AMEND SOILS OCCUPANCY/FINAL PROJECT APPROVAL. PROJECT GEOTECHNICAL REPORT. ANNUALLY THEREAFTER. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. UNDER GEOTECHNICAL DIRECTION, 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE AND OBTAIN GEOTECHNICAL BENCHMARK INFORMATION. GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS AREAS ON AND OFF SITE SHALL BE RETURNED TO DAMAGED DUE TO CONSTRUCTION WORK SHALL BE APPROVAL OF SUBGRADE PRIOR TO 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE TO BE PLACED SHALL BE DELINEATED AND THE EQUIVALENT OF THEIR PRECONSTRUCTION REPAIRED AT CONTRACTOR'S EXPENSE AND PLACING ANY DRAIN ROCK FEATURES SHOWN HEREON HAVE BEEN FURNISHED PROTECTED AT ALL TIMES FROM COMPACTIVE CONDITION IN ACCORDANCE WITH APPROPRIATE INSPECTED AND ACCEPTED BY CITY OF EDMONDS BY OTHERS BY FIELD SURVEY OR OBTAINED FROM ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). REQUIREMENTS AND STANDARDS. AND OWNER'S REPRESENTATIVE PRIOR TO U ALL DISTURBED PERVIOUS SURFACE AREAS SHALL BE AMENDED MEET AVAILABLE RECORDS AND SHOULD THEREFORE BE 14. MANHOLES, CATCH BASINS, UTILITIES AND 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST BACKFILLING. THE SOIL QUALITY AND DEPTH CONSIDERED APPROXIMATE ONLY AND NOT PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY AMENDED AND SEEDED OR STABILIZED BY OTHER 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN U9 REQUIREMENT PER BMP T5.13 OF THE R/C07 DENSE NATIVE SOIL OR COMPACTED STRUCTURAL ACCEPTABLE METHODS FOR THE PREVENTION OF BY DIMENSION, WHERE NO DIMENSIONS ARE 2014 DOE STORMWATER FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ON -SITE EROSION AFTER THE COMPLETION OF INDICATED, LOCATIONS MAY BE SCALED FROM MANAGEMENT MANUAL FOR ORGANIC MATERIAL IS PRESENT AT SUBGRADE CONSTRUCTION. SEE EROSION DRAWINGS. FIELD ADJUSTMENTS SHALL BE WESTERN WASHINGTON Q N ELEVATION, REMOVE AND REPLACE WITH CONTROL PLANS FOR SPECIFIC GRADING AND APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 4 COMPACTED STRUCTURAL FILL PER GEOTECHNICAL EROSION CONTROL REQUIREMENTS. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY *INS ALL P RI E ER PR TECTION SU H S ILT FENCING, 24 THE CONTRACTOR SHALL KEEP OFF -SITE STREETS LINE. ui 0) U) W air 4 COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE REPORT. WITH VOL. II OF THE DOE 2012 (2014 AMENDED) 10 5 0 10 20 CLEAN AT ALL TIMES BY SWEEPING. WASHING OF �PMIN STORMWATER MANAGEMENT MANUAL FOR WESTERN THESE STREETS WILL NOT BE ALLOWED WITHOUT io DIed WASHINGTON SCALE IN FEET WAS D( 6i �P Be I N 498 s UWNER/CONTRACTOR IS RESPONSIBLE FOR I I I EROSION CONTROL AND DRAINAGE � 56 CONSTRUCTION SEQUENCE NOTES O�� k saes+ G� 1. SCHEDULE A PRE-CONSTRUCITON MEETING WITH CITY N Fcis ALff ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 ¢ I ss�ON I v v HR) NOTICE IS REQUIRED. I = 518�-�. UTILITY PROVIDERS: I 2. REVIEW ESC NOTES. 3. CALL FOR UTILITY LOCATES. ocl) I o I STORMWATER, WATER, &SEWER: s 4. INSTALL ESC MEASURES AND MAINTAIN DUST CONTROL WHILE a CITY OF EDMONDS PUBLIC WORKS 5 I a N ENGINEERING DIVISION PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION I II o. OUTSIDE THE CONSTRUCTION ZONE. ° W CITY HALL -SECOND FLOOR m W _ 96'sob M „zo,00.00 s 121 5TH AVE N 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF a y 9,z0� o N PHONE (2) 7 1-020 EDMONDS CITY ENGINEERING INSPECTOR. (ALL TEMPORARY I w 000s v x x x x x x x x x x x I---x x x x x x x x I PHONE (425) 771-0220 SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN I m N PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE ° 1 I / GAS: 0. CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES a N 3 , s �� e PUGET SOUND ENERGY o a 19900 NORTH CREEK PKWY AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT a b \ ° I I 7 I PHOBOTNE E (8 WA 225-57 VEGETATION IS ESTABLISHED.) I N o ' e I PHONE (888) 225-5773 Is 6. DEMOLISH EXISTING STRUCTURES. I 3 \ I F- w 0 / v� 3 POWER: W O O = 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE a / \ / SNOHOMISH COUNTY PUD a 21014 63RD AVE W Lu W co W FEATURES. 96ti I / I I \ \ 8. CLEAR, GRUB &ROUGH GRADE REMAINDER OF SITE. REVEGETATE I ° g W j N LYNNWOOD, WA 98036 r3Y P1 Af NfftiG p (� F' °� Z N I PHONE (425) 783-1000 ROVED91-21 Q Q 6 X DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE a = LL Y ... O J 6 DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER ¢ \ S z z LL ,� \ m 9�s PHONE &CABLE Z d a. M I I W z a 5 \ \ ° EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL ° COMCAST _ (n m (!� (� W NOTES BELOW) I _ c W a \ LYN WOOD, WA 8036LL BLVD, SUITE Q W N Z O zZ W 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDILo NG �_ I v \ \ m FRONTAGE IMPROVEMENTS. ` I s c� e 6 PHONE (800) 934-6489 W 0 O O H J ~ LL 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO ° \ W COMPLIES WITH APPLICABLE d0 0 0 I W FRONTIER CITY STORMWA CODE Q It REVEGETATION OF ENTIRE SITE. 4320 196TH ST SW = W W m 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL < �_ -� W = o LYNNWOOD, WA 98036 N �- o a U m N TEMPORARY EROSION CONTROL MEASURES CAN BE REMOVED m W w PHONE (509) 593-8356 AIQ'�Z%/� I \ Z o o w UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY co I a 9 e� \ ° w FIRE z 0 INSPECTOR. " a nts CITY OF EDMONDS DEPT. OF FIRE Z ABBREVIATIONS: LF = LINEAL FEET a I �- - v a a \ \ \ PREVENTION (SNOHOMISH COUNTY FIRE = 1 it 3 DIST. #1) 9 LS =LAND SURVEYOR -- /� �. o O Q w N iv \ z r KARL FITTERER, DEPUTY FIRE MARSHAL OHP = OVERHEAD POWEROW BLDG = BUILDING OFFICE - EDMONDS CITY HALL, 3RD FLOOR 7 g x PL = PROPERTY LINE a 4 m 2 121 5TH AVE N Zx 7 BM =BENCHMARK ° ° � BOTS = BOTTOM OF STEP(S) PVI = POINT OF VERTICAL a 1 LYN WOOD, WA 980130 RESUB ° N CB =CATCH BASIN INTERSECTION I a \ W CL = CENTERLINE ROW =RIGHT OF WAY I / _ �- S S Z w III/// sss sss Sss sss ss sss sss v CW =CONCRETE WALK SD = STORM DRAIN I / x x x x x x x x x x�-x x x x x x x x POLICE 1UN 17 2019 m SDCO =STORM DRAIN CLEANOUT 'a / ° .96 60L 3 s0,00o00 s \ CITY OF EDMONDS POLICE DEPT. DRN =FOOTING DRAIN �� 250 5TH AVE N v ° r a va EG =EXISTING GRADE SDFM = STORM DRAIN FORCE I asy q' `_ I / ° ° s ® PROJ. MANAGER: BI z MAIN PH NWOOD,WA98020 ° EL = ELEVATION SDMH =STORM DRAIN MANHOLE _ ° PHONE (425) 771-0200 o"op ELEV =ELEVATION d S° DESIGNED BY: BI, JL ESMT =EASEMENT SS = SANITARY SEWER a N os s DRAW B RB, JA OW EX = EXISTING SSMH =SANITARY SEWER I 2 MANHOLE I I �� a ' CHECKED BY: BI, TG OMIIERICOHTRACTOR RESPONSIBLE CITY I �� A.r SCALE: ASSHOWN ° ° M FF =FINISHED FLOOR V7 Z W 0 SSS = SANITARY SIDE SEWER o _ Y° w' "° FIG =FINISHED GRADE oa MR LOCATING ALL ON -SITE UTNJT�S. REV. SHEET z w J FH =LOCATION OF NEAREST SSSCO = SANITARY SIDE SEWER a ° J °� TO ANY MAY REQUIRE SEPARATE PERMIL 6/13/2019 2 7 $ W > 8 CLEANOUT _ o o FIRE HYDRANT I - a' TOC = TOP OF CURB ° W m o FL = FLOW LINE m W APPROVAL FOR CONSTRUCTION SHEET NUMBER q N � I - 069 CITY OF EDMON S TOPS = TOP OF STEP(S) zoo HMA = HOT MIX ASPHALT TYP =TYPICAL ° I = `° BYT "1 2 col = WATER 06 ID = INNER DIAMETER WDF =WOOD FENCE I Ij�Z�lg�' iD3y N IE =INVERT ELEVATION CITY EN INEERING DIVISION G H 46n< B C D E F I J A CIVIL PLAN SHEET INDEX SHEET DESCRIPTION: C01 TESC PLAN CO2 GRADING PLAN CO3 FRONTAGE IMPROVEMENTS PLAN C04 DRAINAGE & UTILITY PLAN C05 DETAILS C06 DETAILS C07 DETAILS A ♦ B ♦ C ♦ D E F ♦ ♦ ♦ G ♦ H ♦ I _ ♦ � � K 1 N 10 5 0 10 20 SCALE IN FEET t- 3 KEY NOTES KEY DESCRIPTION DETAIL/ SHEET O PROPOSED CONTOUR (TYP) - O SAWCUT AND MATCH EG - REPL EX CW TO NEAREST JOINT AND O MATCH EG (4' MIN REPLACEMENT - BEYOND PROPERTY LINE O EX CONTOUR (TYP) - 5� MATCH EG @ TOC AND FL - CONTINUE EX ASPHALT FLOWLINE ACROSS PROJECT FRONTAGE TO PREVENT ALLEY DRAINAGE FROM OFLOWING ONSITE. ALLEY DRAINAGE SHALL BE DIRECTED TO THE EX CB LOCATED APPROXIMATELY 70' WEST OF THE PROJECT SITE WITHIN THE ALLEY GENERALNOTES: 1. ALL WALKWAYS SHALL SLOPE AWAY FROM BUILDINGS AT 0.50% MIN SLOPE AND 2.00% MAX SLOPE. LEGEND: ASPHALT CONCRETE 4' LANDSCAPE W W W PERMEABLE PAVEMENT (SEE DETAIL O/C07) ABBREVIATIONS: BLDG = BUILDING 5 BM =BENCHMARK BOTS = BOTTOM OF STEP(S) CB = CATCH BASIN CL = CENTERLINE CW = CONCRETE WALK DRN = FOOTING DRAIN EG = EXISTING GRADE EL = ELEVATION ELEV = ELEVATION ESMT = EASEMENT EX = EXISTING N FF = FINISHED FLOOR Z FIG= FINISHED GRADE FH = LOCATION OF NEAREST FIRE HYDRANT 0 6 FL = FLOW LINE G = GAS HMA = HOT MIX ASPHALT ID = INNER DIAMETER m IE = INVERT ELEVATION o LL LF = LINEAL FEET LS = LAND SURVEYOR OHP = OVERHEAD POWER J W m PL = PROPERTY LINE PVI = POINT OF VERTICAL Ul z INTERSECTION J ROW = RIGHT OF WAY i g SD = STORM DRAIN o SDCO = STORM DRAIN CLEANOUT 9 X SDFM = STORM DRAIN FORCE z x 7 MAIN W SDMH = STORM DRAIN MANHOLE N W SS = SANITARY SEWER SSMH = SANITARY SEWER J N m� MANHOLE a SSS = SANITARY SIDE SEWER Z N SSSCO = SANITARY SIDE SEWER -° CLEANOUT & " TOC = TOP OF CURB Z Ltl TOPS = TOP OF STEP(S) 0 TYP =TYPICAL 0 N W =WATER Z o o WDF = WOOD FENCE W i J C)w_> 8 SOU a, W m0z wo w 7 LL � Z00 LL�U �o (¢i 3 A Q ;D SD SD :ULATED RSECTION - II I �I SSMH RIM=488.63 INV=480.33 (CENTER CHANNEL) +/- 379.2' (SSMH TO SSMH) - ss ss ss ss N V� SD SD SD SD SD SD--- SD SD SD S� SD S S SD SD SD SD SD SD SD SD SD SD II BELL STREET \ EG 494.38 EG 496.11 I 1 I.......1 EG 495.78 \ EG 496.32 1 \ EG 494.20-1 1 I^ I^ _ FL 495.7. \1 r o� ---- -� BOTW / -�- TOPW , 3 C/ A C 0 (TYPICAL) it=U 5UU.24- BOT_S 494.93�- EG 560.19 BOTW 500.00 TOPW 500.40� EG 500.38- BOTS 498.85- EG 500.44 TOPS 502.09- BOTS 502.20- EG 499.74- TOPS 504.90- EG 500.03- TOPW 501.80- BOTW 501.70--` EG 501.87 502 S EG 504.77-J W / Ln S � o I �OTS 504.90-1- EG 507.26--A \� TOPS 508.96 EG 507.93-4 508 BOTS 509.04-,,,, EG 508.63A 11 TOPS 513.68� EG 509.50 %^ h 5�° I EG 511.00 FIG 513.901 ASPHALT DRIVEWAY ,L 4^ -EG 512.32a F:� EG 512.44- ss �- ss - EG 512.E FG 513 BOTW 497.23 r < -'TOPW 502.76< AEG 502.76 ,--EG 5�03-6--BOTW 499.50 .-===::�mr-- I OPW 503.80 '--EG 503.82 -TOPS 498.71 �TOPW 505.00 BOTW 501.00 ,,-EG 505.49 �TOPW 505.50 BOTW 503.50 ,,,--BOTW 505.50 --TOPW 505.90 \\ EG 505.91 EG 506.07 -TOPS 504.90 /-EG 505.93 -BOTS 504.90 EG 506.05 -TOPS 506.53 -BOTS 506.77 SD SD u 89.97' S08 c-EG 507.88 r Q 1 t -TOPS 510.02 7j I I S'-hpS G N--EG 508.63 1 % 'BOTS 5 �� �M S(lit� �e �Qi rlA .S EG 509'46 11 TOPS 513.90 N-EG 510.42 0 0 0 N 512 516 FIG 514.22 EG 515.03 / / EG 517.33 ss ss. EG 517.14 516.79 CONCRETE RET. WALL F m G A H SD SD SD SD SD O no w I SSMH RIM=520.11 INV=517.41 (CENTER CHANNEL) ss ss ss ss ss RESUB JUN 17 2019 NoswAhl.' ' PA fONC'a`.-' APPROVAL FOR CONSTRUCTIC CITY OF EDM� OND^.S,,� DATE: V`bWk BY:' CITY ENGINEERING DIVISION J K Y Z W Wuj Q 0 gocaW_ W � J �HZui y1 W W of Z m z z ~0 zzU-)- O ¢OOZUZ Z J O J Z W }O} O D a W 0 1- W wm ZZ0 U U W W W Z) IL O� W(nH W W a U 0¢ W z z I-W>> V' 00 0LL12oo cn U) Lli > > 005mI- K Q O O 0 } z 0 In mm uj0 O rn rn OQ Q 2 ui I- N _� m n_j4c� z® z E m N O0 O m Q 2oW I- O J IN � 0 vwr corn-0 (oat 00 3 O W N N rn(ntn au H Ilf Lu O O Z U g O N 0' Q � I- U) o CV rn a Z a Z OF_Q Q d d d 0 1 mQ O o 2 a 0 _Z 0 ULu W w z o Of a PROJ. MANAGER: BI DESIGNED BY: BI, JL DRAWN BY: RE, JA CHECKED BY BI, TG SCALE: ASSHOWN REV. SHEET 2 6/13/2019 2 OF CO2 5 7 I I 21 w U Z 0 N x 0 0 0 III J 0 m J J � LL ^I N Z N Q J W W N mF- �W oN Z �¢ o� J 0 90 X ox �w o u) U)W CO In m� �a Z N ao = N x c� Zw of oo� 64 w N WNo U W 2: a0U W }z mo �wW z - uj Do LL2O (ai 3'a N 5 2.5 0 5 10 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET SAWCUT (2' MIN FROM EDGE OF GUTTER) AND MATCH EG - NEW STREET TREE CAPITAL, CHANTICLEER PEAR OR SIMILAR SPECIES (TBD BY PARKS - DEPARTMENT) CONC CURB AND GUTTER ONEW MATCH TO NEAREST JOINT B/C05 O NEW 24' DRIVEWAY I/C06 O NEW CONC SIDEWALK L/C06 OREPLACE EX SIDEWALK 4' MIN BEYOND PL AND MATCH EG CONTRACTOR TO PROTECT EX WALL OFRONTING THE NEIGHBORING SITE AND SUPPORT DURING CONSTRUCTION AS NECESSARY OEX WALL AND STAIRS FRONTING THE SITE TO BE REMOVED EX SIDEWALK & FRONTAGE IMPROVEMENTS SHALL BE O MAINTAINED AS LONG AS POSSIBLE - DURING THE COURSE OF CONSTRUCTION CONTRACTOR TO PROTECT EX ROCKERY AND STAIRS FRONTING THE 10 NEIGHBORING SITE AND SUPPORT - DURING CONSTRUCTION AS NECESSARY GENERAL NOTES: C011115 1. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. LEGEND: ASPHALT q ° p CONCRETE — e W W w LANDSCAPE W W W PERMEABLE PAVEMENT (SEE DETAIL O/C07) - SD_.___— SD w w w ABBREVIATIONS: LF = LINEAL FEET LS = LAND SURVEYOR BLDG = BUILDING OHP = OVERHEAD POWER BM = BENCHMARK PL = PROPERTY LINE BOTS = BOTTOM OF STEP(S) PVI = POINT OF VERTICAL CB = CATCH BASIN INTERSECTION CL = CENTERLINE ROW = RIGHT OF WAY CW = CONCRETE WALK SD = STORM DRAIN DRN = FOOTING DRAIN SDCO = STORM DRAIN CLEANOUT EG = EXISTING GRADE SDFM = STORM DRAIN FORCE EL = ELEVATION MAIN ELEV = ELEVATION SDMH = STORM DRAIN MANHOLE ESMT = EASEMENT SS = SANITARY SEWER EX = EXISTING SSMH = SANITARY SEWER FF = FINISHED FLOOR MANHOLE FG = FINISHED GRADE SSS = SANITARY SIDE SEWER FH = LOCATION OF NEAREST SSSCO = SANITARY SIDE SEWER FIRE HYDRANT CLEANOUT FL = FLOW LINE TOC = TOP OF CURB G = GAS TOPS = TOP OF STEP(S) HMA = HOT MIX ASPHALT TYP = TYPICAL ID = INNER DIAMETER W = WATER IE = INVERT ELEVATION WDF = WOOD FENCE a n v 10 ROCKERY (TYPICAL) L, E • F . G • H 1 0 4.0' SD SD - SD SD SpSD - SD SD SD SD SD . SD SD SD SD SD - SD SD SD w on • BELL STREET g59-70' .� N ... 28.5 60.0' 6 0' '?An, \ 10 0' Iq - \ o 3. Of o.. 4 \ 3. Of 3 \ z _w__w_ WW w —w-- w_ ,k T. a w - w w- 3.0' _ _ a yy y yy yy y yy yy yy yy W ❑y y y y W W y d _a X10 d CWi4.5 Qy yy.y�yy yy yy W y yy y yy y yy y y w/(a <y y y y 9 Q / y�I y y y y y W y y y y y a a. ��.. q �.aq q 5 a_ a ' 2 _ d Ltd 4 Qq a ., _ d �a. a�... _... n �� ai /N I / a / CA n/ �Q� / SD- J/ O� ®2 ; N �fil / I f - w - w w w 2) A 00 1 1 1 1 1 _ww w_ Q r d � d Z' a � 4 4.0' 7 504 PJ Y Z W W 2 Q g006w Q J = 1 ww�In Inca Z Z =aOwr 06aUZF. Z O to � O g n - 0 7iZ 00 0a—a0 w 0U} �a00w¢ ww F- }0} F- W W ZZU W 7 w W U- It It W >-w CW ww n0U' aW W U m U w 0� 00 �� pJw -Z =FIt W W 0 I- 0 � It w 006m~m a o0 m moo w�wo w a 2 m 0)Q w 0 N Q I� o0 Wa a z 'Ell LO w Z 0) v N o WC6 N c? co F- 0 J Lo Lo m V M r p(p -a p0 N N 3 3 3 W rnwcn au: 33 mr. g Lu Z o o Z Lu OUrn 6 00 < F Ja 00 0) w 2 Lu 6 O U) W�� QQ T_ U a 2 3:Z z Lu —I m �5 U) Z Lu > w fWn V Q Z w LL III 17 I U w z 0 0 o RESUB PROJ. MANAGER: sl o DESIGNED BY: BI, A S.DJ.: JUN 17 2019 DRAWN BY: RB, A CHECKED BY: BI, TG SCALE: ASSHOWN REV. SHEET C 3 8 506 6/13/2019 2 OF APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS DATE: CO3BY: '"l o p CITY EN INE RING DIVISION .1 A B C D E F v G KEY NOTES O ROOF OVERHANG (TYP) N KEY DESCRIPTION DETAIL/ SHEET PERIMETER FOOTING DRAIN - 4" AAO! 1 53 LF 6" SD @ 2.00% MIN SLOPE _ O PERFORATED PVC PIPE IN 6" MIN 1 10 5 0 10 20 WASHED GRAVEL, WRAPPED IN CB - TYPE 1, #1 W/ SOLID LOCKING LID NON -WOVEN FILTER FABRIC (TYP) SCALE IN FEET & 2' MIN SUMP 16 LF 6" TRENCH DRAIN RIM 495.06 O RIM 496.00 LEGEND: 6" IE (S) 491.00 4" SOLID WALL SD FOOTING DRAIN 12" IE (E) 490.30± 10 TIGHTLINE @ 2.00% MIN SLOPE ASPHALT [� 12" IE (W) 490.20± G/C05 a DCO CONTRACTOR TO POTHOLE 6" 498. RIM 98.80 � G CONCRETE CONNECTION PRIOR TO ORDERING Ga CATCH BASIN METERIALS; IF RIM TO 6" IE 494.00 W W W LANDSCAPE INVERT EXCEEDS 5' IN HEIGHT, A TYPE 6" SDCO 2 IS REQUIRED ® 12 RIM 495.80 PERMEABLE PAVEMENT (SEE DETAIL O/C07) O U 6" IE 493.00 3 ILITY RENC PATCH. J,K/C06 ROOF HATCH SAWCUT AND MATCH EG 13 8 LF 6" SSS @ 2.00% MIN SLOPE 2 O 10 LF 4" SD @ 2.00% MIN SLOPE - GRAVEL FILLED DRYWELL 4" ROOF DOWNSPOUT TIGHTLINE @ O5 2.00% MIN SLOPE & 2 MIN COVER - (TYP) O 4" ROOF DOWNSPOUT (TYP) - SEE GEOTECHNICAL REPORT N/C07 N/C07 GENERAL NOTES: 00 AIC --AIC -AIC -J1r--AIC -AIC AIC 1. ALL FINAL RESTORATION RESULTING FROM THE 7. ALL UTILITY TRENCHES WITHIN 5' OF THE EDGES OF THE z2 INSTALLATION OF UTILITIES IS TO BE COMPLETED BY THE INFILTRATION DRYWELLS SHALL BE WRAPPED IN AN CONTRACTOR. IMPERVIOUS LINER TO PREVENT CONCENTRATED STORMWATER FROM SEEPING INTO THE UTILITY TRENCHES. 2. MAINTAIN A MINIMUM OF 3' HORIZONTAL SEPARATION sD SD- SD- 2. BETWEEN DRY UTILITIES (GAS, POWER, ETC) AND WET - SD- sD sP sD s s SD-- SD sD� SD- sD UTILITIES (WATER, SEWER, AND STORM) 2 3. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION / 3 eELLsrREET BETWEEN WATER AND SEWER LINES I - 59 0' _ - -�-e-= L S 89'1.7,2 " - - 4. MAINTAIN A MINIMUM OF 5' HORIZONTAL SEPARATION 10 BETWEEN SEWER AND STORM LINES \ 1 I \ gl�,nl1�'tBRyy�E,S � W ��urwAsde 5. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR I.. ''..I \ OPf PfbSit srA� HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON \ N 24 24 0 0 o b .. 23 Lind THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES z ..�,'. _ u v u _ u u o FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY u w w v 4 SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE " a UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL ° ° o a �a°� ` ` d ®'-< WIDTH OVERLAY IS REQUIRED v " / a 50 ' 51 a e ,ae d d 6. SIDE SEWER MUST MAINTAIN A 2.00% MIN SLOPE. IF PIPE 3 - - SLOPE EXCEEDS 20% THE PIPE MUST BE ANCHORED. "ROCKERY 496_ 5D. 52 (TYPICAL) , 49 _ _ 28 o Soo DEVELOPED AREA CALCULATIONS 38 39 41 29 42 ' 46 (PROPOSED CONDITIONS) 15 a 30 sD .., 9 h � os . 0' c y0 1 1 19 5 0 GARAGE I G sv AREA DESCRIPTION AREA IN SO FT AREA IN ACRES TOTAL SITE AREA (ON SITE) 6,593 0.15 AREA DESCRIPTION AREA IN SQ FT AREA IN ACRES BUILDING (ON SITE) 3,358 0.08 DRIVEWAY (ON SITE) 1,217 0.03 DRIVEWAY/ROAD/ALLEY (ROW) 1,089 0.03 WALKWAYS (ON SITE) 498 0.01 TOTAL IMP SURFACES 6,162 0.14 PERVIOUS AREAS AREA IN SQ FT AREA IN ACRES LANDSCAPING (ON SITE) 1,520 0.03 n z FIRE PROTECTION NOTES: 6 13D FIRE SPRINKLER SYSTEM IS REQUIRED FOR 1. A NFPA W ALL UNITS (TO BE DESIGNED BY OTHERS). J 2.4" STORZ TYPE FITTINGS ARE REQUIRED TO BE o� INSTALLED ON THE EX FIRE HYDRANT IN FRONT OF 632 N < BELL ST AND THE EX FIRE HYDRANT ON THE CORNER OF mNo J W N 7TH AVE N AND BELL ST. Z ABBREVIATIONS: LF =LINEAL FEET z LS = LAND SURVEYOR 9 9 O w BLDG = BUILDING OHP = OVERHEAD POWER 3 ° BM =BENCHMARK PL = PROPERTY LINE o ° x 7 BOTS = BOTTOM OF STEP(S) PVI = POINT OF VERTICAL 0 W CB = CATCH BASIN INTERSECTION W CL =CENTERLINE ROW = RIGHT OF WAY V) W CW = CONCRETE WALK SD =STORM DRAIN DRN =FOOTING DRAIN SDCO = STORM DRAIN CLEANOUT Lu c EG = EXISTING GRADE SDFM = STORM DRAIN FORCE z EL = ELEVATION MAIN ° ELEV =ELEVATION SDMH = STORM DRAIN MANHOLE a.0 " ESMT = EASEMENT SS =SANITARY SEWER c� =EXISTING SSMH = SANITARY SEWER Z.EX a FF = FINISHED FLOOR MANHOLE ° ° " FIG =FINISHED GRADE SSS = SANITARY SIDE SEWER ? W � FH =LOCATION OF NEAREST SSSCO = SANITARY SIDE SEWER Z o W J FIRE HYDRANT CLEANOUT "W > $ FL =FLOW LINE TOC = TOP OF CURB o o G = GAS TOPS = TOP OF STEP(S) 2 W Ir HMA = HOT MIX ASPHALT TYP =TYPICAL - z"' ID = INNER DIAMETER W =WATER LL � 6 IE = INVERT ELEVATION WDF =WOOD FENCE F n 0g A B 1 506- 506 cl UNIT A ENTRY FF 505.00 ° Z ° 5os � 508 1 ° UNIT C P 34 UNIT D \ 0 19 \ ° ENTRY FF 505.00 ENTRY FF 514.00 �n I 512 13 \ 21 508 - 18 GARAGE GARAGE N ^�° FF 514.00 FF 514.00 58 / 32 I N gn�U 27 d % h� SssssSs -- sss sss sss Q d a a h d✓% ,,'ten . I v° d / �J �a a.. ..a 4 9 a. .57 c� 17 �ti a l a o ° a� a ... ... _.,.,.d., G .6 .....'.fDGE'OF. PAVEMENT ...... 2"'GAS 14 20 - ss ss ss ss ss ss ss 60 33 44 36 v CA D E N � 6 0 / I � UNIT B /• I I ENTRY FF 505.00 m c/7 o o i C o O � o I ° 51A D 516 0 510 F u 0 SD SD SD- Y AMPRUXIVIATE LOCATION OF EX 6" SSS. CONTRACTOR TO CONFIRM LOCATION, SIZE, DEPTH, AND CONDITION OF SSS PRIOR TO INSTALLATION OF ONSITE SEWER SYSTEM. IF LESS THAN 6" DIAMETER, A NEW 6" SSS AND CONNECTION TO THE 8" SS IN THE ALLEY IS REQUIRED. 1a IF THE EXISTING SEWER LATERAL IS - PROPOSED TO BE REUSED, THE CITY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE LATERAL TO DETERMINE IF IT IS ACCEPTABLE TO RE -USE. CONTACT THE CITY OF EDMONDS PUBLIC WORKS SEWER DIVISION, 425-771-0234, TO SCHEDULE AN INSPECTION CB - TYPE 1, #2 W/ HERRINGBONE GRATE & 2' MIN SUMP RIM 495.75 6" IE (N) 493.00 (W/ SPILL CONTROL ELBOW) O6" 15 IE (W) 493.10 G/C05& P/C07 6" IE (E) 493.50 (OVERFLOW) 4" IE (S) 493.60 (FTG DRN TIGHTLINE) BUILDING FOOTING DRAINS MUST BE SET AT AN ELEVATION ALLOWING FOR 0.5' MINIMUM FREEBOARD FROM THE OVERFLOW IE TO THE PERFORATED PORTIONS OF THE FOOTING DRAIN PLUMBING FIX UR S rbR ) ITS B D TO BE ROUTED INTERNALLY TO A SINGLE POINT OF COMPLIANCE AT 1s THE PERIMETER OF THE BUILDING. NO PLUMBING FIXTURES ARE PROPOSED BELOW LEVEL 3 OF UNIT B (ELEV 514.00) 6" IE 506.50± NEW GAS SERVICE CONNECTION TO 17 EX 2" GAS MAIN. CONTRACTOR TO COORDINATE WITH PSE 6" SSSCO 18 RIM 508.75 E/C05 6" Ill 505.00 PLUMBING FIXTURES FOR UNITS A & C TO BE ROUTED INTERNALLY TO A SINGLE POINT OF COMPLIANCE AT 19 THE PERIMETER OF BUILDING C. NO PLUMBING FIXTURES ARE PROPOSED BELOW LEVEL 3 OF UNIT A (ELEV 514.00) 6" IE 506.50± zo EXISTING 2" MPE GAS MAIN - 21 6 LF 6" SSS @ 2.00% MIN SLOPE - 0APPROXIMATE LOCATION OF NEAREST FIRE HYDRANT z3 EX WATER METER AND SERVICE TO BE RETIRED 2a (4) NEW 1" WATER SERVICE CONNECTIONS TO 8" Cl WATERMAIN z5 0 (4) NEW 1" WATER METERS M/C06 (COMBINATION DOMESTIC & FIRE) z6 NOT USED - 27 16 LF 6" TRENCH DRAIN RIM 514.00 5' 0 INFILTRATION DRYWELL # 1 FIG 495.50 28 O TOP OF DRYWELL 493.50 H/C06 BOTTOM OF DRYWELL 487.25 6" IE (E) 491.50 6" IE (S) 492.50 5' O INFILTRATION DRYWELL # 2 FIG 496.00 OTOP 29 OF DRYWELL 493.50 H/C06 BOTTOM OF DRYWELL 487.25 6" IE (E) 491.50 6" IE (W) 491.50 50 INFILTRATION DRYWELL # 3 FG 496.70 OTOP 3o OF DRYWELL 493.50 H/C06 BOTTOM OF DRYWELL 487.25 6" IE (W) 491.50 6" IE (E) 492.50 31 4 LF 4" SD CONNECTING TRENCH DRAINS 32 7 LF 4" SD @ 2.00% MIN SLOPE 6" SDCO 33 RIM 512.85 N/C07 6" IE 509.85 34 97 LF 6" SD @ 2.00% MIN SLOPE - 35 NOT USED - CB - TYPE 1, #4 W/ HERRINGBONE GRATE & 2' MIN SUMP 36 RIM 513.45 G/C05 & P/C07 6" IE (W) 510.00 (W/ SPILL CONTROL ELBOW) 37 NOT USED - 38 7 LF 6" SD @ 2.00% MIN SLOPE - G AH I A" ,A I 39 18 LF 6" SD @ 2.00% MIN SLOPE ao 9 LF 6" SD @ 2.00% MIN SLOPE 0 12 LF 6" SD @ ELEV 491.50 0 11 LF 6" SD @ ELEV 491.50 INSTALL OBSERVATION PORT IN 0CENTER OF DRYWELL W/ TRAFFIC RATED LID RIM 495.50 as 6 LF 6" SD @ 2.00% MIN SLOPE 45 7 LF 6" SD @ 2.00% MIN SLOPE CB - TYPE 1, #3 W/ SOLID LOCKING LID & 2' MIN SUMP 46 RIM 497.80 6" IE (S) 494.10 6" IE (W) 494.00 0 57 LF 6" SD @ 2.00% MIN SLOPE 6" SDCO as RIM 511.70 6" IE 508.70 1-1/2" PE WATER SERVICE LINE TO BE INSTALLED FROM THE BACK OF THE 49 METERS TO THE BUILDING. 14 GA. VINYL COATED WIRE TRACER TO BE INSTALLED ON THE WATER SERVICE AND GROUNDED AT THE METER INSTALL OBSERVATION PORT IN 5o CENTER OF DRYWELL W/ TRAFFIC RATED LID RIM 495.60 INSTALL OBSERVATION PORT IN 51 CENTER OF DRYWELL W/ TRAFFIC RATED LID RIM 496.22 COMM AND UGP SERVICES TO BE ROUTED FROM POWER POLE AT SW CORNER OF 7TH AVE N AND BELL ST PER DIRECTION FROM SNOHOMISH COUNTY PUD. SERVICES TO BE 5z PLACED IN COMMON TRENCH AND DISTURBED PAVEMENT IN ROW SHALL BE REPLACED IN -KIND. FINAL DESIGN AND SERVICE SIZES TO BE COORDINATED W/ SNOHOMISH COUNTY PUD & COMM SERVICE PROVIDER HANDHOLE TO BE INSTALLED ON 53 PRIVATE PROPERTY IF DETERMINED NECESSARY BY SNOHOMISH COUNTY PUD. LOCATION TBD 6" SSSCO 54 RIM 514.10 6" IE 506.35 55 19 LF 6" SSS @ 2.00% MIN SLOPE 6" SSSCO e6 RIM 514.10 6" IE 505.95 57 54 LF 6" SSS @ 2.00% MIN SLOPE 56 29 LF 6" SSS @ 2.00% MIN SLOPE CONNECT TO EX 6" SSS AND INSTALL 6" SSSCO W/ 12" LAMPHOLE COVER W/ 1/2" HEXBOLTS. REMOVE EX SSS 59 UPSTREAM (NORTH) OF THE CONNECTION POINT 6" IE 504.40± CONTRACTOR TO CONFIRM DEPTH OF EX SS EX 6" SSS CONNECTION TO 8" SS 60 8" IE 503.00± 6" IE 503.84± J K H/C06 G/C05 N/C07 H/C06 H/C06 E/C05 E/C05 Y Z w ul2Q� p06w Q J 2 �Fz>w 1 � U =Ixow I-_ z a()Zpz o w rn Z J O Z o Z z _03 z 00 0 CL 0 w }O} 0}} 0m0¢ aF_-F W WZZO LL W W 0 w Y W Q� } w w cL <J W co � :j w 0 z z Fw�>Z J W 00 LLIWX (n W=F-- WO I-- } O w w 0 06 m F m __ Wgww m m m J�� Q 2 rn� W o 0 Lo Lu Z V N p w Q N U O O 0 F OJ Lo UNj Vl V m 6 6-0, o 3 �w No m cn0 Ii LL 5 �� of WaDIs �l§� I Be m 'ns T 06. 8:5 n. 549P,A71OA' _ E/C05 H Z uj Z o o In 0 LLJ OU°' mod' Aga JQ J 6 H- Z�� O mcl) °6 1- 0 0 (ANZ 0Z Lu 0 m 0 Q J o Lu Lu 0 U p 2019RESUB CITY OF EDMOND z*7 C_ DATE: BY: CITY ENGINEERING DIVISION K w z 0 0 a PROJ. MANAGER: BI DESIGNED BY: BI, JL DRAWN BY: RB, JA CHECKED BY: BI, TG SCALE: ASSHOWN DAIE REV. SHEET 4 6/13/2019 2 1 OF C04 H E G • F 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N 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--\ WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS A PER CITY OF EDMONDS STANDARD PLAN ER-900 w �{ 5-1/2" {-- R=1/2" qRa =1" " BATTER".05 FT 4 d Q, 2' MIN SAWCUT SEE NOTE 10 4-� 18" STANDARD 6"-5 8 MINUSS CSTC STC SEE NOTE 11 MINUS CSTC i STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) HYA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 12 NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB 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 TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. CONCRETE CURB AND GUTTER PER CITY OF EDMONDS STANDARD PLAN TR-520 ((�� J Z RESIDENCE o uj CLEANOUT a n WITH 45' BEND AND 2' CAP CLEANOUT f(TYP) MAX)( NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLARUJ w 12" LOCKING COVER a SEE NOTE 3 12"t FINISHED GRADE w o END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED \ \ \ \/�/� / EQUAL) Fx c� WATER TIGHT CAP LEVELING COLLAR 45 RISER SEE NOTE 4 45' 12" PVC SLEEVE . 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL DETXLCLEANOUT DEAIL 45' BEND 4" OR 6" SIDE SEWER CLEANOUT DETAIL - - 12" LOCKING COVER \� SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT wx w LEVELING COLLAR NOTES: Z ao awi SEE NOTE 4 a a ASPHALT SURFACE 1' SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE - 12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED E SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR SEWER CLEANOUT DETAILS E PER CITY OF EDMONDS STANDARD DETAIL SS-200 COL} I 9 \� FILTERI SOCK WITH J OVER (FLOW HOLES (TYP) i_ p a a FILTER SOCK WITH OVER FLOW HOLES (TYP) _91.1 !` NOT S: `CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL, 3, CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. MPORARY SEDIMENT TRAP FOR CATCH BASINS C PER CITY OF EDMONDS STANDARD DETAIL ER-902 col .LS TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 0THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. WHE T SHALL WASHING S USED 3 BE WHEELS DONESHALL AN AREA STABILIZEDWITHREMOVE QUARRYSEDIMENT SPALLSPRIOR AND WHICH IGTHE DRA DRAINS TINTO ANNAPPROVED ISED MENT ITRAPPWG 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 ABILIZED CONSTRUCTION ENTRAN PER CITY OF EDMONDS STANDARD DETAILS ER-901 ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REOT �F / F N ti STAGGER OVERLAPS (TYP) CONTOUR LINE \�p,. ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) T 2"x2"x24" UN -TREATED '9 WOODEN STAKE (TYP) P1�d__YlE'd( AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING TABLE 7TY SPAC (TYP) WATTLE (TYP) SEE DETAIL 2"x2"x24" UN -TREATED I1WOODEN STAKE (TYP) 3" MIN _4" MAX 8" DIAMETER MIN WATTLE -DE_& NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION - EL TO 2. ON SLOPES, INSTALLATION INSTALL BE NLES ACCORDANCECWITH WSDOTTO EFLOW STANDARD RECTION SPEC SPECIFICATION SLOPE CONTOURS. 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. WATTLE INSTALLATION /� PER CITY OF EDMONDS STANDARD DETAIL ER-903 SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE RICER SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE " 4" 6" OR 12" N T 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. >e INV 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ` ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. • S.THE MAX DEPTH FROM THE FINISHED GRADE TO THE * PIPE INERT IS 5'-0". v 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7.CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8, VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CATCH BASIN TYPE 1 G PER CITY OF EDMONDS STANDARD DETAIL SD-303 CO J RESUp JUN 17 7019 5PROVAL FOR CONSTRUCTIC CITY OF EDMONDS DATE: BY: CITY N INEERING DIVISION K W m o Z rn V N V Q o� m QO M ri Lo Ln Q) 1- J V q co o co F Q Q N N 2 5 W rncncn air SZ O C wW OUrn zCL () J Q = N_ O OD Uj Z w F-a Js W Co O LID CD OC U, L U. U Y w L LLJ z O PROJ. MANAGER DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: A, T 6/13/2019 c oE m I D 1 F G JI M 0 O w w J U, m J ❑ LL N Z ai a J N J N m N $w _ww U' _ ZN 0 0 x o" �w wm L- w �w J 2 W N m� �a U Z N D� N M Z zw 0 L- oo� U) N F a p LZU)M J J 7 aoo T z Wm0 U) � w w Z)F> Z 00 LL�0 L- F- m ogQ A B OBSERVATION PIPE MARKING TYPE 1 OR 1-L CATCH CENTER OF DRYWELL. TRAFFIC RATED LID REQUIRED BASIN W SOLID LID PER / 48" DIA. (MIN) DRYWELL CITY STANDARD DETAIL SD-303 OR SD-304 4" (MIN) PERFORATED \ PVC UNDERDRAIN PIPE \ \I CLEANOUT I.......... . .......... z 5' Z W (MIN) / o� a 5' (MIN) GUTTER 4" (MIN) PVC DRAIN PIPE (TYP) 5' (MIN) 0' (MIN) PROPERTY LINE/EASEMENT PLAN 01 NTS REMOVABLE PUSH -ON PVC CAP u DOWNSPOU 4" (MIN) PVC DRAIN PIPE PER WSDOT SPEC. 9-05.1(5), 1% (MIN) SLOPE TEST PLUG IN PLASTIC BOX MARKED "DRAIN" TRAFFIC RATED LID REQUIRED CLEANOUT 12" BUILDING 12" 4" (MIN) PVC DRAIN PIPE PER 12" (MIN) =JT=-I --I I- - - I- MIN WSDOT SPEC. 9-05.1(5), POSITIVE TOPSOIL •. SLOPE ....................... -. 6" (MIN) GENERAL NOTES: l 12" (MIN) _ z COI J(3 4" (MIN) 1. REFER TO THE 2017 CITY OF "�00o PERFORATED PVC EDMONDS STORMWATER ADDENDUM R REMOVABLE UNDERDRAIN FOR SETBACK (CHECKLIST 13) AND PIPE PER WSDOT PUSH -ON INFEASIBILITY REQUIREMENTS. SPEC. 9-05.1(6) PVC TEE 2. MINIMUM COVER DEPTHS ASSUME NC oO GEOTEXTILE, SEE NOTE 1 VEHICULAR LOADING. DESIGNER TO i SPECIFY COVER DEPTHS IF ,;, �,', 1; VEHICULAR TRAFFIC ANTICIPATED. f WASHED DRAIN ROCK, 3. PROVIDE 10 FEET (MIN) SPACING SEE NOTE 2 - BETWEEN DRY WELLS. NOTES: UNCOMPACTED NATIVE MATERIAL, SCARIFY 3" 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED (MIN) 1' (MIN) ABOVE SEASONAL ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. HIGH GROUNDWATER TABLE OR HYDRAULICALLY 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. RESTRICTIVE LAYER 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. PROFILE 3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. NTS 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. TYPICAL DOWNSPOUT INFILTRATION DRYWELL H PER CITY OF EDMONDS STANDARD DETAIL SD-638 rnA L) E SEE DRIVEWAY CURB TRANSITIONAL DETAIL BELOW FULL DEF 1/2" EXPANSI JO 6" CURB III ia EXPANSION JOINT 24' � FSJD 30" ,yam (2_C, 4 4j11V, V '. (COMM f�GCR9Gej ... DRIVEWAY APPROACH �) CONCRETE CURB / O \ AND GUTTER, SEE COE STD DTL TR-520 EXISTING PAVEMENT 2' MIN SAWCUT O 7 2 SECTION A -A G EXPANSION JOINT DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: O PCURB AND RIOR TO POURER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK O 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. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O4 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O CONCRETE SHALL BE CLASS 3000. OCURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB THE TRANSITION LENGTH SHALL BE 15-FEET. O MAINTAIN 1/2" LIP AT GUTTER. O IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. DRIVEWAY ENTRANCE PER CITY OF EDMONDS STANDARD DETAIL TR-541 EXPANSION DUMMY JOINT JOINT a c _ a Q K. a." a4. a ..d a a a _ 44. a y ) SEE COE STD DTL GU-410 a" 9 ° / // // / // // / // 10' O.C. 5' O.C. oQ PLAN VIEW (NOT TO SCALE) 02 BEDDING MATERIAL (5/8" MINUS) 5' MIN a 1 6" MIN CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS FULL DEPTH 1/2" EXPANSION "y APPROVED BY CITY ENGINEER CURB/GUTTER JOINT MATERIAL ' z // /// (SEE NOTE 2 BELOW) SEE DTL TR E521 O D 2% MAX // / // .a a, d. 4 1/2" R 4 o- / / // / 4 a a a a a a a a ar 6" MIN // / // // // // // /rr FOUNDATION (IF REQUIRED) a - �, ° " ' - SEE NOTE 4 _< 8" MIN 1- ­4 8" MIN NOTE NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. a a a a a 2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 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. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. ri TYPICAL TRENCH SECTION K CONCRETE SIDEWALK PER CITY OF EDMONDS STANDARD DETAIL GU-400 C04 PER CITY OF EDMONDS STANDARD DETAIL TR-531 k.,CO3 rl A n A E A F A G H FINAL JOINT SHALL BE A NEAT STRAIGHT /LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION _�l TO AVOID UNDERMINING EXISTING PAVEMENT. HMA CLASS 1/2" PG 64-22 (SEE NOTES 4 & 5) 11 rl .. ... ...... ... . EXISTING . . HMA ... '' ... ... EXISTING ad MATERIAL/\��\� CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL COURSE PER WSDOT STD BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILUNG REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 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 AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. TYPICAL HMA AND UTILITY PATCH KJ� PER CITY OF EDMONDS STANDARD DETAIL GU-410 " C�a$iJ*CWlh1 LINE O R.O.W. FINISHED GRADE II I (J� s METER SUPPLIEDBY Yi l r-_= BALL VALVE I!L - - - - - I � H I t ( (E - "yam I I L C \� - -�/ G Li KK DIRECTION _ OF FLOW A D J I MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING BO 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) © DUAL PURPOSE UNION O MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL 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 O 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE JO SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) O PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. 3/4" - 1" WATER SERVICE INSTALLATION( PER CITY OF EDMONDS STANDARD DETAIL WA-130 C04 IF-AlF CITY OF EDMONDS DATE: c BY: , CITY ENGINEERING DIVISION K Y Z W O Q I- LLI �006W J 2 W H 1 o =�jm7 �¢ O N Z Z z I Z O 2� tL J CDZ U Z Z_jO Jz O O OIL=WO W O O U)amo¢ W W Z Z U o Jir JJH w w av0¢w mw W zz m CCD :j F-W >>_Z O O wJ W 2 0 wZ w fn yMI- -J W UI-}O7 U'6mI-m ofw a 00 w'5wo C m m coJ 0 j U¢ =a 2 rn rn IL 00 N N 2 0 F �a uj JQ z° ® Lo wco E z rn N o w Q N Q00 m W N M 0) I- O InLo vmi- -a o N 3 w N 0) cn cn I: u: JPo1w/p Be �d ']is y e: t 06. 1:OFj n. saeAb;nw / ■ F7 I- W Z N 0 LLJ O c�g< U Do °' F-'°' J<J 00 6 Z O� fnNZ _j Q d 0 d' 0 0 m 0ZILL! Lo Q 0 w U mig w w wj O > O 0- PROJ. MANAGER: BI DESIGNED BY: BI, JL DRAWN BY: RB, JA CHECKED BY: BI, TG SCALE: ASSHOWN REV. SHEET -6 I 8 6/13/2019 2 OF C06 ti w x z 0 N X Lo 0 0 O w �m J L LL N Z tia J LLI N mm �w z_ zN 3¢ o01 �o co x Oz X 2 w oy w� w w J 2 w y U N Z m ao 0 Z� zw O 5; 00M FQo z wn w ! U w > a0U z Wmo U) D W W D FL - zcc E:. 0 C) a A B C D MECHANICAL PLUG TRAFFIC RATED, CIRCULAR LOCKING EXTEND CLEANOUT 2" ABOVE CAST VALVE BOX PER DESIGN PONDING ELEVATION ASPHALT/ MANUFACTURER 1 OR PER PLAN CONCRETE RECOMMENDATIONS, SEE NOTES 1 AND 2 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) DESIGN PONDING _ <l ELEVATION -- -1 MECHANICAL PLUG r '_-T= i-I 111-I I IEE I I C�I i E 7� 1I=1I1=I ADD VALVE BOX -I I EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE 1I- 1I1=111 III -T O.D. OF RISER PIPE =11I- SOIL TIGHT 45' BEND 17 1-11 CLEANOUT COVER IN 01=wvE IT111= III PAVED AREA =_� [� SOIL TIGHT _�_=_R I I=_ 14WN/ *(111N) O SERIES VALV COUPLER LANDSCAPEH LOCKING OR EQUAL. SE UNDERDRAIN PIPE, 1 AND 2. PER PLANS / / 4" (MIN) I PLUG OR CONTINUED UNDERDRAINCRUSHED SURFACING CONNECTION TOP COURSE (CSTC)NICAL PLUG CLEANOUT PER WSDOT 9-03.9(3) (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. NOTES: 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT," "CLEANOUT," "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. STORM DRAINAGE CLEANOUT PER CITY OF EDMONDS STANDARD DETAIL SD-619 rnn 18"x24" (+1/32", -0" TYP �9/16" e � 1-1/2" rl 16"x22" OPENING 3/4" 17-3/4"x23-3/4" ypy- 25"" SECTION A -A 9 25" 7-7 8 SEE NOiE 1 2-1/2" TA2„ e E ♦ F w G PERMEABLE UNIT PAVERS PER 2" -----MANUFACTURERS RECOMMENDATIONS, 1.5" (MIN) SEE NOTE 1 (MIN) JOINT FILLER AND LEVELING COURSE (AASHTO GRADING NO. 8), SEE NOTE 2 3" (MIN) CRUSHED SURFACING CHOKER COURSE, SEE NOTE 4 PAVEMENT BASE COURSE, 6" 0 �PERMEABLE BALLAST, SEE NOTE 5 SEE NOTE 3 (MIN) o 0 0 o 6" (MIN) RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS 1' (MIN) ABOVE SEASONAL STORMWATER CODE), SEE NOTE 6 HIGH GUNDWATER OR RHOYDRAUL CALLY TABLE\��\/��\��\\/�\\\\�\\/�\\/f��/�\\� SUBGRADE, RESTRICTIVE LAYER SEE NOTE 7 GENERAL NOTES: 1. REFER TO THE 2017 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 SATISFY 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. 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)).OPT1. 6. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 7. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. TYPICAL PERMEABLE UNIT PAVER SYSTEM rO� PER CITY OF EDMONDS STANDARD DETAIL SD-623 (-r)A CEMENT CONCRETE CURB PAVEMENT, DEPTH VARIES -_-_----- PRECAST CONCRETE RISERS *- CATCH BASIN WALL SECTION B-B VERTICAL CURB OR CURB AND GUTTER B PLANTING STRIP OR SIDEWALK SEE NOTE 6-*;� ;"' LEVEL PAD 16 34"x2-1/4" x 1 / `•s'r PLAN i iPLAN B NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1-L. 5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS. 6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. STANDARD FRAME INSTALLATION PER CITY OF EDMONDS STANDARD DETAIL SD-320 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH I FOUNDARY NAME 1/2" LE17ERS RECESSED TO BE FLUSH THIS SIDE TO CURB O BAR (TYP) n (TYP SLOT a E (TYP) __JI_ Smin d ON dl'Of10�YPo3i115 Ol TW Ain N 1/16" UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) PLANTING BEDS TURF (LAWN) AREAS J 7-1/4" FOR �I MACHINING CLEARANCE I THIS BAR 1" THICK SEE DETAIL TOP VIEW BELOW (TfP, 4 PLACES) -BARS 1-5/8" THICK THIS AREA -BARS 1-3/8- -THICK THIS AREA I LEVELING PADS 8-3/4" x 3/4" x 1/8" BOTTOM VIEW VIEWVIEW 23-3/4" II-1-3/8" 17-3/4" 2 1/ •2" 1-7/16' Ej2" 13/4 _3/43/41-3/4 SIDE VIEW r3/4" T N 5/8" END VIEW ROUND ELLIPTICAL TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR SEE NOTE 1 GRATE OPENINGS ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 INC X 2 SOCKET HEAD (ALLEN HEAD) BOLT. 2. GRATE SHALL BE DUCTILE IRON. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS. 4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 5. USE FRAME SHOWN IN STANDARD DETAIL PARKING LOT/AREA GRATE (HERRINGBONE PER CITY OF EDMONDS STANDARD DETAIL SD-324 UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL GRASS: SEED OR SOD 3" OF COMPOSTM=' M=' M=' f 11="111=�Ifl���-111LI I1 1 11111111111 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF 11=III-III=U=III=III= =III=III=III-I I=III=III INTO =I I I1=1I 1=1 I I -I 11=111=1 I I III-T==T1I-1==6.25OF SITE SOIL TOTAL SITE SOIL (TOTAL AMENDED AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FORA I-III=III=III=III=III-III III=111-III-III=1=III-II SETTLED DEPTH OF 8' SETTLED DEPTH OF 8' II=III-I=IIIIII III=IIII 1=III=III=III-III=III-III ) I-III-III-III-IIIII=1 =1 I -III -I 1=1I 1=1 11 f-11 III I1=1 I I =1 -,II- SUBSOIL SCARIFIED 4" BELOW -' ` ` �j��v y� / SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER ,€�'ti���� V/ �! V/ COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) 'r,.,�/ii�%�/ F/v // V// (12" BELOW SOIL SURFACE) 12" OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS GENERAL NOTES: i ��" "€a+ it 1. AREAS OF NO DISTURBANCE /�� ,>�l/ /'' 11�ai rtli , - SHALL BE FENCED AND EXISTING 2" ORGANIC / GRASS: SEED MULCH !�// �/ "'glJi- VEGETATION AND SOIL SHALL BE \0 Ii.�IF!�i ,�tI'I_iki OR SOD PROTECTED FROM CONSTRUCTION II-Ilr i I -III= r III-i(1 1=(I ,±v III 111=T I T I IMPACTS. 1 1-111-111=111=111=1 I=1 II I -I I I -I I1=11 I-111=1I -I =III=III=III=III=III=1 - - - - - -I -III 1-III-11-I 1- 6" IMPORTED =III=III=III=III=III=1 -II-III-111-III-III-111 2. TO MEASURE SETTLED DEPTH, =11=III=III=LM=III=III 1=111-III=II-111-III-III 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III-III-III-III=III=III- 11=III-III=III=-III=1 TOPSOIL MIX FULLY SATURATE WITHOUT COMPACT -III II=III=III-III=III -III-III=III=III=III=III I - ( COMPACTED II III III -I III III III III (COMPACTED CAUSING EROSION. DEPTH) III III III III III III III III III III DEPTH) gill ��h-I JI•) 6 JII III 111 111�s11�,11 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 SUBSOIL IS ! \ EDMONDS STORMWATER / /j�/ SUBSOIL IS SCARIFIED 6° ! !\ /\/! \ ! ! \� \< SCARIFIED 6"BELADDENDUM (CHECKLIST 7). IMPORTED /\/� ! \ \\/ /j\ \ /j /; BELOW 4. COMPACTION OF TOPSOIL (WHERE \\ IMPORTED TOPSOIL MIX /� �/ /�/ 12" \ / \!! TOPSOIL MIX REQUIROF THEED) MAXIMUM TO BE MUM TO 85 DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM 01557). 4 REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL DECEMBER 2017 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst 189� APPROVED BY: SD-642 POST -CONSTRUCTION SOIL QUALITY AND DEPTH PER CITY OF EDMONDS STANDARD DETAIL SD-642 AM CITY '-z? OF�ED71M' �NDpS .� DATE: % hI��N I \ BYC��:CIEN INERG DIVISION K Y Z Ill rw¢CD gow w � J W I- Z > Lu 1 co w =wj00i Z z ~QOU) o Z w w Li Z w Z O0 W oQmoo co W WZZU U U LLwwZ)LL OJOf w OfWU)� w a b U¢ w WC¢J�oU coU) 00 5-'w_Z cn co w a: I- _~'- w w Vm�m � � Q ❑ O co Fa Fa_j0OQ O wZ w Q 2 m 0)Q w ♦- o N 0 N O 0 o �1� rwi Z®Q L0 Z m V N O w Q> U O O7 Q > m 1- O w NN p O wwU Vco O'0 ON (pU¢ w Nr.5 rncnU aLL 3 61 H Z O N O N O c�gQ Z OI- U)NZ Q = U d d 3: LJJ �Q J m 0Z II 0 LLJ Co 6 J LJJ 0 U H U w w w o O a PROJ.MANAGER: BI DESIGNED BY: BI, JL DRAWN BY: RB, JA CHECKED BY: BI, TG SCALE: ASSHOWN DAI E: 6/13/2019 IREV.1 2 SHEET 7 OF C07 7 A A B A C A D A E F G H J